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Permit D03-128 - SEGMENT 1 - DHS - SHELL BUILDING
D03-128 DHS - SHELL BUILDING 12500 Tukwila International Boulevard Due to the file size, this record has been broken down into 3 segments for easier download. Click on the following links to review the permit segments: Segment 1 - DHS — Shell Building D03-128 Segment 2 - DHS — Shell Building D03-128 Segment 3 - DHS — Shell Building D03-128 Segment 4 - Plans - DHS — Shell Building D03-128 DHS -SEATTLE DISTRICT OFFICE 12500 TIJKWILA INTERNATIONAL BL D03-128 Z �z W aa• � J U O 0 W- I • LL WO �< co =W F- _. z �. 1I. W • W U� O 9 O H =• U ~ 1- LI O .. Z W = O F - z City of Tukwila Steven M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us CERTIFICATE OF OCCUPANCY Steve Lancaster, Director This Certificate issued pursuant to the requirements of Section 109 of the Uniform Building Code, 1997 Edition, certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use for the following: Occupant/Tenant: Department of Homeland Security Permit No.: D03-128 Seattle District Office :1D04:099:1 Building Address: 12500 Tukwila International BI Tukwila, Washington Parcel Number: 734060-0602 Property Owner: International Gateway East III Occupancy: 16 Occupant Load: IS` Floor 729 2"d Floor 478 Occupancy Group: A-3, B, S-3 3rd Floor 310 4th Floor 347 Type of Construction: 1 Signature of Building Offici Date THIS CERTIFICATE MUST BE CONSPICUOUSLY POSTED ON THE PREMISES City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 DEVELOPMENT PERMIT Parcel No.: 7340600602 Permit Number: D03-128 Address: 12500 TUKWILA INTERNATIONAL BL TUKW Issue Date: 08/08/2003 Suite No: Permit Expires On: 02/04/2004 Tenant: Name: DHS - SEATTLE DISTRICT OFFICE Address: 12500 TUKWILA INTERNATIONAL BL, TUKWILA WA Owner: Name: INTRNL GATEWAY EAST III Phone: Address: 12201 TUKWILA INTRNTL BLVD, SEATTLE WA Contact Person: Name: STANLEY PAULUS Address: 12201 TUKWILA INTERNATIONAL BL, SEATTLE WA Phone: 206-277-5273 Contractor: Name: SABEY CONSTRUCTION INC. Phone: 206-281-4700 Address: 12201 TUKWILA INTERNATIONAL BLVD, SEATTLE WA Contractor License No: SABEYCI033KM Expiration Date:01/06/2005 DESCRIPTION OF WORK: CONSTRUCT NEW SHELL AND CORE FOR A FOUR-STORY OFFICE BUILDING OVER A 3 -LEVEL GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: FINAL GRADING, STREET IMPROVEMENTS ON 34 AVE S AND S 126 ST. Value of Construction: $ 9,813,489.70 Fees Collected: 134,134.70 Type of Fire Protection: SPRINKLERS Uniform Building Code Edition: 1997 Type of Construction: I Occupancy per UBC: 16 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y 1 Fire Loop Hydrant: Y Number: 10 Size (Inches): 12 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Y Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Storm Drainage: Y Street Use: N Profit: N Water Main Extension: N Private: N Water Meter: Public: Non -Profit: N Public: doc: Devperm D03-128 Printed: 08-08-2003 ^1�htildlG��Ui���:9rdi1 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 Permit Center Authorized Signature: Date: 6- eei' w 0 00 J� � Date: w w O 2 J W d • w tr= Z F. i- 0 ZE- lij O co O — O I— W W H � O WZ U= O~ I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating col truction or th- perfor ance of work. I am authorized to sign and obtain this development permit. # Signature: Print Name: — This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: Devperm D03-128 f. Printed: 08-08-2003 Z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 PERMIT CONDITIONS Parcel No.: 7340600602 Permit Number: D03-128 Address: 12500 TUKWILA INTERNATIONAL BL TUKW Status: ISSUED Suite No: Applied Date: 04/30/2003 Tenant: DHS - SEATTLE DISTRICT OFFICE Issue Date: 08/08/2003 1: ***BUILDING DEPARTMENT CONDITIONS*** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296-4722). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206-835-1111). 5: All mechanical work shall be under separate permit issued by the City of Tukwila. 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 7: All structural concrete shall be special inspected (UBC - Sec. 306(a)1). 8: All structural welding shall be done by W.A.B.O. certified welders and special inspected (UBC - Sec. 306(a)5). 9: All high-strength bolting shall be special inspected (UBC - Sec. 306(a)6). 10: Bolts installed in concrete shall be special inspected (UBC Sec. 1701.5.2). 11: When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name, permit number and type of inspection being performed. 12: The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to the best of the inspector's knowledge, in conformance with approved plans and specifications and the applicable workmanship provisions of the UBC. 13: Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 14: Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 15: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 16: A statement from the roofing contractor verifying fire retardant class of roof will be required prior to final inspection (see attached procedure). 17: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 18: Structural observation shall be provided for this project. Architect or engineer responsible for the structural design doc: Conditions eo'•w......,. r's.•.+��u..ui'.sTS?M"t«r�:ni�?'c:'T D03-128 Printed: 08-08-2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 shall submit a written statement to the Building Official in accordance with UBC - Sec. 307. 19: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 20: All structural masonry shall be special inspected per UBC - Sec. 306(a)7. 21: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 22: A Certificate of Occupancy will be required for this permit. 23: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 24: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code and the Washington State Ventilation and Indoor Quality Code, Chapter 51-13 WAC. 25: ***FIRE DEPARTMENT CONDITIONS*** 26: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 27: ***FIRE EXTINGUISHERS*** - UFC Article 10 and NFPA 10. 28: The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3-1.1) 29: Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. 30: Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher", with an arrow pointing to the unit. (NFPA 10, 106.3) (UFC Standard 10-1) 31: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1-6.5) 32: Fire extinguishers require monthly and yearly inspections. They must have a tag or Zabel securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 43, 4-4 and 4-4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4-4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not complete, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4-3, 4-4) 33: *** EXITS *** - UFC Article 12 34: No point in a sprinklered building may be more than 250 feet from an exit, measured along the path of travel. (UBC 1004.2.5.2.2) 35: Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) doc: Conditions D03-128 Printed: 08-08-2003 ZratraaaSfirtlY City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 36: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (UFC 1207.3) 37: Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207-1212) 38: Gates and barriers shall be openable without the use of a key or any special knowledge or effort. Gates and barriers in an exit shall not be locked, chained, bolted, barred, latched or otherwise rendered unopenable at times when the building or area served by the exit is occupied. (UFC 1208.2) 39: When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 1003.2.8.2) 40: Exits shall be illuminated any time the building is occupied with light having an intensity of not less than 1 foot candle at floor level. Fixtures required for exit illumination shall be supplied from separate sources of power for Group I, Division 1.1 and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant load of 100 or more. (UBC 1003.2.9, 1003.2.9.2) 41: Exits shall not pass through kitchens, storerooms, restrooms, closets or spaces used for similar purposes. (UBC 1004.2.2) 42: The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of it's failure, illumination shall be automatically provided from an emergency system for Group I, Divisions 1.1. and 1.2 occupancies and for all other occupancies where the means of egress system serves an occupant load of 100 or more. Such emergency systems shall be installed in accordance with the electrical code. (UBC 1003.9.2) 43: Manual operated edge- or surface -mounted flush bolts and surface bolts are prohibited. When exit doors are used in pairs and approved automatic flush bolts are used, the door leaf having the automatic flush bolts shall have no door knob or surface -mounted hardware. The unlatching of any leaf shall not require more than one operation. (UFC 1207.3) 44: All exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 1 1/2 hours in case of primary power loss, the exit signs shall also be connected to an emergency electrical system provided from storage batteries, unit equipment or an on site generator set, and the system shall be installed in accordance with the electrical code. (UBC 1003.2.8.5) 45: *** SPRINKLER SYSTEMS *** - UFC ARTICLE 10 - NFPA 13 46: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #1901) 47: Fire hydrants are required as detailed in City Ordinance #1692. 48: Local U.L. central station supervision is required. (City Ordinance #1901) 49: Maintain a 3' clear space around the sprinkler riser(s) for emergency access. (NFPA 13 4-1.2) 50: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212-80) 51: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and/or recorgnized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1901) 52: All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems doc: Conditions D03-128 Printed: 08-08-2003 xaa:an ,w .... _.. .... _ ,. •. - '� 0; 2'°£`t..3 . {;5 „q. ",r�SaY.,.wt, f:,: y t•••ro,vc. rx. Fav:»; r a ru;� txs x+" ttr �. iw:}h.?M0'_•;..>, k: k'•1•i1J+:�1�Sci c,. Li. City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 shall be electrically supervised. (City Ordinance #1901) 53: All exterior components of sprinkler systems should be painted RED. This includes: Post indicator valves (PIV), outside stem and yoke (OSY), wall indicator valves (W IV), and Fire Department connection (FDC). (City Ordinance #1901) 54: Buildings over four stories shall have the stair tower, adjacent to the standpipe, beginning on the third floor and alternating every other floor, in hose cabinets, 150 feet of 1 3/4 inch double jacket hose with 1 1/2 inch NST hose couplings. The hose lengths shall be connected and bundled together. The abinet shall be labeled, "FIRE DEPARTMENT USE ONLY". (City Ordinance #1901) 55: Calculated sprinkler systems shall be designed with a 10 PSI cushion for low reservior conditions. (City Ordinance #1901) 56: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1900 and #1901) 57: All new underground piping shall be hydrostatically tested. Test pressure shall be not less than 200 psi for 2 hours. The amount of leakage at the joints shall not exceed 2 quarts per hour per 100 gaskets or joints. Contact Greg Villanueva, Utilities Inspector, Public Works Department, at (206)433-0179 to make an appointment. (NFPA 24-8-9.3.1, 24-8-9.3.2) 58: A supply of spare sprinklers (never fewer than 6) shall be maintained on the premises so that any sprinklers that have operated or been damaged in any way can be promptly replaced. These sprinkler shall correspond to the types and temperature ratings of the sprinklers in the property. The sprinklers shall be kept in an cabinet located where the temperature to which they are subjected will at no time exceed 100 degrees F. A speical sprinkler wrench shasll also be provided and kept in the cabinet to be used in the removal and installation of sprinklers. (NFPA 13-2-2.7.1, 2-2.7.2) 59: The fire department connection (FDC) shall be equipped with a 5" Storz fitting(s). (UFC 1001.10) 60: Hydrants shall not be closer than 4 feet to any fixed object (e.g., fences, parking, building, etc.), with the exception of hydrant guard posts. Guard posts shall be installed around hydrants not protected by curbs, so as to help prevent motor vehicles from contacting the hydrant. The guard posts shall be either steel pipe (minimum 4" diameter) filled with concrete or concrete (minimum 8" diameter). Posts shall be 3 feet from the center of the hydrant and shall not be in direct line with any discharge ports. Posts shall be 6 feet long; 3-3 1/2 feet shall be buried. Painted finish shall be the same color as for the applicable hydrants. (City Ordinance #1692) 61: ***FIRE ALARM SYSTEMS*** - City Ordinance #1646 - NFPA 72 62: An approved manual fire alarm system is required for this project. The fire alarm system shall meet the requirements of the Americans With Disabilities' Act, chapter 51-20 WAC (Chapter 31 Accessibility), N.F.P.A. 72 and the City of Tukwila Ordinance #1900. 63: All new fire alarm systems or modifications to existing systems shall have the written approval of the Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1900) (UFC 1001.3) 64: H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air -moving equipment upon detection of smoke in the main supply -air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (UMC 608) 65: Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (1-5.2.8.2)) 66: Duct detectors shall send a supervisory signal only upon activation. doc: Conditions D03-128 061111...- ... 7.0..4,,kr4.,7 :Yi*"A*..e ::xVivatZUWE' i Printed: 08-08-2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 67: ***ELECTRICAL*** UFC Article 85 - NPFA 70 - NEC 68: An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110-16(a), NEC 110-16(c)) 69: Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110-22) 70: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 71: *** BUILDING CONSTRUCTION *** - (UFC, UBC) 72: Fire doors, fire windows and fire dampers shall have a label or other identification showing the fire protection raing. Such label shall be approved and shall be permanently affixed. (UBC 713.3) 73: In every building four or more stories in height, one stairway shall extend to the roof surface, and stairway identification signs shall be posted. (UBC 1006.14) 74: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 8-B of the Uniform Building Code. (UBC 804.1) 75: Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) z w 6U UO coo J = H wo w? a =w H= z� 1- o wLu~ U o - O H wW 76: "FIRE LANE - NO PARKING" areas were declared at your complex because of less than minimum clearances for fire i=-0 - department vehicle access. These areas are in need of re-signing or repainting per City Ordinance #1846 and Uniform L- 0 Fire Code Section 10.206 as amended. Fire apparatus access roads "fire lanes" shall be identified by painting the curb w z yellow and a four inch wide line and block letters 18 inches painted in the lane, at fifty foot intervals, stating, 0 "FIRE LANE NO PARKING", color to be bright yellow, or by the posting of signs stating, "FIRE LANE NO PARKING", and • 1 - painting the curb. Signs shall be posted on or immediately next to the curb line or on the building. Signs shall be z twelve inches by eighteen inches and shall have letters and background of contrasting color, readily readable from at least a fifty foot distance. Signs shall be spaced not further than fifty feet apart not shall they be more than four feet from the ground. (City Ordinance #1846) 77: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 78: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of constructino. (UFC 901.3) 79: For all commercial, multi -family and single family subdivisions, hydrants shall be placed so that a hydrant is within 150 feet of any building and so that no point of a building (around it's perimeter) is greater than 300 feet from a hydrant. Distance from a hydrant to a building is measurd along the path of vehicular travel. (City Ordinance #1692) 80: An approved water supply capable of supplying the required fire flow for fire protection shall be provided to all premisese upon which facilities, buildings or portions of buildings are hereafter constructed or moved into or within the jurisdiction. When any portion of the facility or building protected is in excess of 150 feet (45,720 mm) from a water supply on a public street, as measured by an approved route around the exterior of the faiclity or building, on-site fire hydrants and mains capable of supplying the required fire flow shall be provided when required by the chief. (UFC 903.2) 81: Water supply is allowed to consist of reservoirs, pressure tanks, elevated tanks, water mains or other fixed systems capable of providing the required fire flow. In setting the requirements for fire flow, the chief may be guided by Appendix III -A. (UFC 903.3) 82: Utility and detention vaults, located in fire apparatus access roads, shall be designed to withstand an outrigger load doc: Conditions 003-128 zr Printed: 08-08-2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 of 68 lbs. per square inch. 83: Comply with City Ordinance # 1167, Standards for the construction of high rise buildings. 84: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 85: These plans were reviewed by Marshal 51. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 86: ***PUBLIC WORKS DEPARTMENT CONDITIONS*** 87: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433-0179 of commencement and completion of work at least 24 hours in advance. 88: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 89: This permit shall be accompanied by the special conditions which are hereby incorporated and binding upon the applicant. Signature hereto shall serve as acknowledgement of the receipt of such special conditions and shall further indicate applicant's agreement to abide to the terms and conditions contained herein. 90: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works each night around hauling route (No flushing allowed). Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. 91: Any material spilled onto any street shall be cleaned up immediately. 92: A copy of the Certificate of Insurance Coverage (minimum of $1,000,000 naming the City of Tukwila as additionally insured). 93: A map which shows the haul route. 94: Hauling over 50 cubic yards shall require application for a Hauling Permit prior to any associated activity. 95: Clean and remove debris from City catch basin in and around hauling routes. Provide adequate temporary access as not to interfere with other vehicle movement or cause trucks to travel over curbs. All vehicles must make a complete stop prior to entering public right-of-way. 96: A $5,000 bond made out to the City of Tukwila for possible property damages caused by activities. 97: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 98: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 99: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 100: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 101: THE CONTRACTOR SHALL NOT INSTALL THE WATER LINES IN THE RIGHT OF WAY TILL THE CITY OF TUKWILA doc: Conditions t�:6�tiiPE�C •^ '.3�%A"f�7C/,YL�:!�7!i'Cv"�,:Y D03-128 r- tsy, Printed: 08-08-2003 09R�7:P,k`�G'M:RY:!^Aa'M.hsv7!q City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 APPROVES REVISED PLANS. 102: THIS PERMIT SCOPE DOES NOT INCLUDE IMPROVEMENTS TO TUKWILA INTERNATIONAL BLVD. IMPROVEMENTS TO TUKWILA INTERNATION BLVD. WILL BE DONE UNDER A SEPARATE PERMIT. 103: THREE (3) WEEKS BEFORE REQUESTING PUBLIC WORKS FINAL INSPECTION APPLICANT SHALL SUBMIT TURNOVER DOCUMENTS TO PUBLIC WORKS FOR TURNOVER OF THE CONSTRUCTED PUBLIC INFRASTRUCTURE FACILITIES. THESE PROPOSED PUBLIC FACILITIES WILL BE ACCEPTED BY THE CITY COUNCIL OR THE MAYOR'S OFFICE ONLY, AND IF NOT ACCEPTED, WILL REMAIN THE SOLE PROPERTY AND MAINTENANCE RESPONSIBILITY OF THE DEVELOPER. IT IS THE RESPONSIBILITY OF THE DEVELOPER TO PROVIDE THE NECESSARY DOCUMENTATION TO ALLOW CONSIDERATION FOR SUCH TURNOVER THROUGH THE CITY'S ELECTED OFFICIALS. DEVELOPMENT BULLETIN 20 EXPLAINING THE TURNOVER PROCESS AND TURNOVER PACKET IS ATTACHED. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating con truction or the performance of work. Date: F-8—$0, doc: Conditions • D03-128 Printed: 08-08-2003 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITg.J.,;OCATION . „ . Ccfua S44eu Pl-mset rr Site Address: 12600 -172KuitcA. INTeiksVA•brieNArt. FWD ,07.:j -Rote>, to7.131404- 90bZ. King Co Assessor's Tax No.: 1340100-65bl. 11010b0- 0885 il01044 eggioz Suite Number: Floor: Tenant Name:DeifT, �F aohlerLAND w&1ty$614rttE TisrRicr OPPice Property Owners Name: l4ntntbixt6mAt.. 0.,;4,TIErwAsi FicfsrlIL Mailing Address: /21.41 kraRIVATzevim.- City New Tenant: M... Yes J ..No WA 92)1(43-5121 State Zip coNTAcr PERSON ' • - • • . Name: 14Je^ Lt.) nii=a• Day Telephone: 206, - •7_.-7 7 - 'Zici Mailing Address: J Zi_.0 1 -rt_w_wit..4, ittrwRNAT)004- 5u1P( 4"4 rtoba 5iFAUTLIEr WA, c1biber51Z1 City State Zip E -Mail Address: 1-1.6.,yr....1- € se...€5e-,f-• c-oPel Fax Number: 1...0(0 - 2.81 -042L2.4 GENERAL CON.'TRAC'TOI;. INFORMATION • Company Name: Cingsrits_1(-1-to..3 t Mailing Address: IZZAi -.1-3144A 1 ev-M11144-1A21-1 4,60,5-VD414 ricor- SaArrrte- WA cle)162E) I 'City State Zip Contact Person: 1a...) Day Telephone: 20(0. 2,6'1- -4/..400 E -Mail Address: 17V.0%.4.-1'5 c_ot.et Fax Number: Lin Co • 261 • 0(12 0 Contractor Registration Number: "01‘15--•c e:1•'"' Expiration Date: Co **An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance** ARCHITECT OF. RECORD.— All plans must be wet stamped by Architect of Record Company Name: 1.••164.3C_a Mailing Address: 130 1 -144Y -11:)E i-rEt city Day Telephone: Contact Person: ?:ADez. F.6..a7K3 E -Mail Address: 13FA,a7per3 eLvetoet-t•-sz.. Fax Number: State 2-000- - 2.O- - c:*54. Zip ENGINEER OF RECORD — All plans must be wet stamped by Engineer of Record Company Name: Mailing Address: Contact Person: t.J rHWr Immo 1. 1.1E. 5a.g.-r-rus City Day Telephone: Fax Number: E -Mail Address: la,c)e).R. e.. Le • (-OM Upplications\pennit application (1-2003) 1/2003 Page I MESSignatateme VP,t4/072/11,47•;istroor _ _ .nnn n State Zip SOCO S 20(0- 0,22 — totole) z ce LAI 6 -J • 0 (f) 0 0 W W -J CO w 0 2 u_ < cn -I a w z Z F- 1- Z W w • 0 0) O — • w 0 r• — 0 W P o UILDING•PERMIT INFORM' '741!Ir-= 1367 Valuation of Project (contractor's bid price): $ SO) 100 ( 000 Existing Building Valuation: $ --= Scope of Work (please provide detailed information): Cot. -rs ic..T N-e•w 's H el_..1tF. c..ofe,K Utz. b.. s 5 . - 0 Q� ► cmc 6-7.rTS I-Dc1�1 D ✓ C..A�Pt t\1 Will there be new rack storage? 0... Yes El.. No If "yes", sec Handout No. for requirements. Provide All Building Areas in Square Footage Below " ^' - Existing Interior Remodel Addition to Existing Structure New Type of Construction per UBC Type of Occupancy per . UBC lat Floor -A 808 5F I 2"0 Floor 33,540 5F I g 3-73 Floor M'1 OW sr 33t 619 $ F . I _ B i5 Floorg 4 air!, ,.4 : Basement Accessory Structure* Attached Garage I 1 01 SF I 5 Detached. Garage .: Attached Carport Detached Carport Covered Deck. Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Arca (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 23Compact: 4e, Handicap: ea Will there be a change in use? 0...Yes . No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0.. Sprinklers (...Automatic Fire Alarm ❑...None 0.. Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes..No If "yes", attach list of materials and storage locations on a separate 8-1/2 x 1 I paper indicating quantities and Material Safety Data Sheets. UTILITY DISTRICTS: Note: If the utility district is not City of Tukwila, you must provide written verification and approval from that utility district at the time of permit application. Water .. City of Tukwila Water District .. Water District 10i-25 0... Highline Water District Sewer 2C) 0... City of Renton Water District 0 .. City of Tukwila Sewer District Jam'. Val Vue Sewer District ❑...City of Renton Sewer District ❑...City of Seattle Sewer District 0.. Septic System (If property is served by a septic system, 2 copies of approved septic design from King County Health Department must be submitted at the time of permit application) lappliations\permit application (1.2001) 1/2003 Page 2 :wlt:Vcr.Vy:t ,tt;Af 14 xv: cit IIT IIy .e NLA.TIOI >,.'4. >206'=.433,-01.7 Scope of Work (please provide detailed information): Street Use: .. • Street Use Call before you Dig: 1-800-424-5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. 0...Channelization/Striping ...Curb cut/Access/Sidewalk Land Altering and/or Hauling: ❑ .. Land Altering: 0... Cut cubic yards 0...Fill cubic yards 0 .. Hauling Storm Drainage: N... Storm Drainage D...Flood Control Zone Sewer Information: .. • City of Tukwila Sewer District Kms.. Vat Vue Sewer District ❑...City of Renton Sewer District 0 .. City of Seattle Sewer District rg. Sanitary Side Sewer 0.. Sewer Main Extension 3g ..Private ❑.. Public Water Information: 70 0 .. City of Tukwila Water District yi.. Water District #.1.21 0... Highline Water District ❑...City of Renton Water District lg. Water Main Extension (K. Private 0...Public .. • Water Meter/Exempt: Size(s): 0.. Deduct 0... Water Only lg.. Water Meter Permanent #: 2.... Size(s): 411 r Ili ❑ .. Water Meter Temporary #: Size(s): ❑ .. Est. Quantity: gallons 0.. Fire Loop/Hydrant (main to vault) #: 10 f A ,JT Size(s): I2" K . . Landscaping Irrigation ❑ .. Miscellaneous: Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water ... 0 Sewer ... Sewage Treatment ❑ Fire Line .... Water Meter Refund/Billing: Name: Mailing Address: applicationatpumit application 0-2003) 1/2003 Day Telephone: Page 3 City .10 State Zip -MECI ANI.CAL:PERMIT:INFORMATION =`206=431=36' MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: **An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New .... Replacement .... 0 Commercial: New .... 0 Replacement .... 0 Fuel Type: Electric 0 Gas ....0 Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler/Compressor: Qty Furnace<I00K BTU Air Handling Unit >=I0,000 CFM Other Mechanical Equipment 0-3 HP/100,000 BTU Furnace>I00K BTU Evaporator Cooler 3-15 HP/500,000 BTU Floor Furnace Ventilation Fan 15-30 HP/1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System _ . 30-50 HP/1,750,000 BTU Appliance Vent Hood 50+ HP/1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <=10,000 CFM Incinerator — Comm/Ind PERMIT APPLICATION NOTES Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review— Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN R OR AUTHORIZED ENT: Signature: Print Name: 1—L - Mailing Address: Date Application Accepted: Tip Date: ''O,&... Day Telephone: Zo • Z11- Z i 9 Date Application Expires: v -2o-03 %applications\permit application (1-2003) 1/2003 Page 4 City Slate Staff fzitials: Zip PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PIA5` -r TLE PROJECT NAME ,i4eu.. CcgL 1. APPLICATION BASE FEE 2. Enter total cost for each improvement category: General Erosion prevention `ADP -0600) Water 44altt 'poi -oloo) Sewer Csae po3-o�d� Storm waterC,s$e T,03 -oto) Road/Parking/Access A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount of $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) PERMIT # X703-12.6 &alb( coo 312-bl 000 'h'2 i500 *$Z1oera. $ 5. GRADING Plan Review and Permit Fees CISPARATTE f6AMrr) $ Enter total excavation volume �a,Qcubic yards Enter total fill volume cubic yards $250 (1) 12 4ZO1o0(4) Use the following table to estimate the grading application fee. Use the greater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 - 100 $23.50 101 - 1,000 $37.00 1,001 - 10,000 $49.25 10,001 - 100,000 $49.25 for 15T 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 - 200,000 $269.75 for 15T 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1ST 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. (5) TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1+4+5) $ 1Z1 (.010.00 The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow-up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Revised 03.18.03 ..._,.u..-..>.�.edvdi ,.• Si:.rJil:, � .t�Yu':si�: A' 1 a. City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 Parcel No.: Address: Suite No: Applicant: RECEIPT 7340600602 12500 TUKWILA INTERNATIONAL BL TUKW DHS - SEATTLE DISTRICT OFFICE Permit Number: Status: Applied Date: Issue Date: D03-128 APPROVED 04/30/2003 Receipt No.: Initials: User ID: R03-00975 BLH ADMIN Payment Amount: 79,297.35 Payment Date: 08/08/2003 10:51 AM Balance: $0.00 Payee: SABEY PROPERTIES LLC TRANSACTION LIST: Type Method Description Amount Payment Check 89147 ACCOUNT ITEM LIST: Description Account Code 79,297.35 Current Pmts BUILDING - NONRES PW PEER REVIEW PW PERMIT/INSPECTION FEE STATE BUILDING SURCHARGE 000/322.100 000/13.532.200.4 000/342.400 000/386.904 64,872.85 2,000.00 12,420.00 4.50 Total: 79,297.35 !. :},7 .'(V3 .. 6 8'174 T2.-17 7 doc: Receipt ...u,...+u+..J..`.::'.iitti4:..,.c.6!i.v;.:Git;:".;..��K,'.•�1y:3.:'t`a�&c���1di.:iJ:, Printed: 08-08-2003 City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 Parcel No.: Address: Suite No: Applicant: RECEIPT 7340600602 12500 TUKWILA INTERNATIONAL BL TUKW DHS - SEATTLE DISTRICT OFFICE Permit Number: Status: Applied Date: Issue Date: D03-128 PENDING 04/30/2003 Receipt No.: Initials: User ID: R03-00522 BLH ADMIN Payment Amount: Payment Date: Balance: 42,167.35 04/30/2003 02:10 PM $64,877.35 Payee: SABEY CORPORATION TRANSACTION LIST: Type Method Description Amount Payment Check 88119 ACCOUNT ITEM LIST: Description Account Code 42,167.35 Current Pmts PLAN CHECK - NONRES 000/345.830 42,167.35 Total: 42,167.35 8174 04/30 9716 TOTAL 42167.35 doc: Receipt Printed: 04-30-2003 z ~ w Ce JO O 0 N0 J= • u. w0 • ?- gQ co zd z= 1— O z1— w • w U� O - C3 F- W W F=.. U UO WZ co O1- z City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 Parcel No.: Address: Suite No: Applicant: RECEIPT 7340600602 12500 TUKWILA INTERNATIONAL BL TUKW DHS - SEATTLE DISTRICT OFFICE Permit Number: Status: Applied Date: Issue Date: D03-128 PENDING 04/30/2003 Receipt No.: Initials: User ID: R03-00527 BLH ADMIN Payment Amount: Payment Date: Balance: 12,670.00 04/30/2003 03:58 PM $77,297.35 Payee: SABEY CORPORATION TRANSACTION LIST: Type Method Description Amount Payment Check 88135 ACCOUNT ITEM LIST: Description Account Code 12,670.00 Current Pmts PW BASE APPLICATION FEE PW PLAN REVIEW 000/322.100 000/345.830 250.00 12,420.00 Total: 12,670.00 8213 05/01 9716 TOTAL 12670.00 doc: Receipt Printed: 04-30-2003 z _1- �W. O 0 W 0 J = '- 0 LL w0 2 co �▪ w z= I— 0 z W • W UD O D- O E- wW 1— U..O .. z W • = O I— z t3O INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Prol t: Type of Ins a tion -a4at A dress.I : I . Date Calle II P OV Special Instructions: 1•)�_ r)r reL� (av, r ov,n Date Wanted: ' ` �.:. Requester: II rka1 1, Phone No: 6 t ed 5 -30-11 3`�` Approved -per applicable codes. Corrections required prior to approval. COMMENTS:_ T- j-rc4N'jI r1 Date: Ar,...0.4., 1•)�_ r)r reL� (av, r ov,n V'flAvr-4 ) c. C0;o 1e4e_. r p Inspector:' Date: Ar,...0.4., $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit DOR 1,)?, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION .._.Yctw`,+ n ci 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431-3667 Projects 1, Type of Inspec isv: Address: n ! (!� I Date Called: 10 CI /V C t i Special Instructions: ` Date Wanted: a.m. I t) 6) pi- C Requester: Ph ne No: col R'55 `3(07 I ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: ` I e r• C.MU wuL� Inspector: r Date: , 0 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: i 8 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Dc%- ; Project: i i is Type of Inspection: , kv\rt� fepOr1 Addrgs r 00 ` Date Called: ' \ 1 Special Instructions: f r,O(W - Date Wanted: a.m. p.m. Requester: Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: %c/i '11 nO f r),JrAk ii I.) rOrre(4'(cAn-Pk rowN fepOr1 *-\.‘ 119 r 0 wl pl-4R 2--),� U r f -e t t X143 - trc) ►tv- f r,O(W - d )) -7 Inspecto Date: I - Vr 1 ` V LS ��L1 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Iz7 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit `O 128 PE (206)431-3670 Project: IAks S`49 c vv1 C\ <irn i " oA f 1000' r1 Pse(1 -Crie r ti u 1 14 2.) 1•-e v.esi �` 1 00v -Or, 540,c r we- i rf Type of Inspection: 1 ! ISI Address: 1500 71- � Date Called: S ) D lA \,t 0" s-1-��'1r id T, r -r C c./ u \ l< Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS:{I J 1..��1 • 1 AMrk 'pG54 r�tv v Pr S`49 c vv1 C\ <irn i " oA f 1000' r1 Pse(1 -Crie r ti u 1 14 2.) 1•-e v.esi �` 1 00v -Or, 540,c r we- i rf i e a u� k S pr'‘ ,,\,r 1-e✓ �`. e rx� re, Fiver 3.) 1--\ 0 te\ At (/1 f?Od[� '�(..I,�A r.( t_,Uct ( si4Inr•/ Q' s ` 1 ),) Lev -Ci "3On `eN•ci4- e rJ')rio . AOif.41L --"L. et en t,\ k, V\P L.c.) 54ra. e. /w'ok-e rkP4-e(40r (f)InAai—A- S ) D lA \,t 0" s-1-��'1r id T, r -r C c./ u \ l< R 5 o , "k p tr --), r.z. t«� ,_ch.. S Inspector r bJul T ., n Date: to_ )1 ,1'1 L( $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit 1.28 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER 206 431-3670 Project: IS • Type of Inspection: ({ ` t Address: yasoo 1-1. 5 Date Called: tO-4 -Oil 1 Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: DApproved per applicable codes. ElCorrections required prior to approval. COMMENTS: Inspector: • Date:01 - 011 fl $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ,, �fPa:^•4� '��(."%�' F,�j�,s2ay.iJ :tt;'.iiisJt lis INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERM (206)431-3670 Project: .1„' Type of Inspection:t �1 tnA t C4(11 k r I (00.7 Address: 1. Date Called: V 11 Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: 1[11Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: CC? yleN p `Q4-2. Inspector: `" \i.1.2.9 `� Date: I eN U —11-0'9 11-0.1 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit X03-128 (206)431-3670 Project: ` ►s Type of Inspection: 1 i �0av-ci AddrQss: aS-00 11 I-1-1Z)Date Called: 1 O•L �0 L, Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: C 0 on 2I'e.4' Inspector: \2j) 4jObi"-& Date: k O _ -' Off` $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: g.Vt9.{`ttwi1 23 INSPECTION NO. INSPECTION RECORD Retain a copy with perrnit Do3-1z8 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project:Type --s) <" _....01,1eistr(U-"I of Inspection .-r• F 100 �. ,.., I,,t4 «" Address: tzsoa T1 S Date Called: 10 - J -I - 0.q Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: 1pproved per applicable codes. Corrections required prior to approval. COMMENTS: {,Pve.t 7 1 l �t Pt � & r(t 449 Inspector:' - f <" _....01,1eistr(U-"I Date: -0-1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 122 INSPECTION NO. INSPECTION RECORD Retain a copy with permit 1o3-120 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERM (206)431-3670 Sits' Project: \s Type of Ipsspection: IU i C.�).1 w1 ci Address: (25-00 S Date Cal Called: Io -LI -CP -1 Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: titApproved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Comp L4 R•cba2,,- Date: (O -- )--( 01-! $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (206)431-3670 Project: � �� Type of Inspection: F1 )i4e/ • Address. 12-5a e.,, Date Called: ''1 J - Special Instructions: Date Wanted: 30 -ay Requester: Phone No: Approved per applicable codes. EJ Corrections required prior to approval. COMMENTS: P75 -7a / e.,, /7,C.St i, �.011 V .5°0". 1 Inspector: ► J Joil Date: El $47.00 REINSPECTIONFEEREQUIRED. Prior to inspection, fee mu sf be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No.: Date: 1240 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PE� N•, (2* • )431-3670 Project:1)4\ .1J� 1 Type of Ins ectilop: FoLMcit...'t-(OA FOCA-10s N Addre1)-500 .1- Date Called: \S Cor 4-f��Aaa-i-, o v. . v- Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: ElApproved per applicable codes. ElCorrections required prior to approval. COMMENTS: A)a .cof��t5 PvwA- JP par -04e — YVYtf - 1 1Q 7 " ! 2, \S Cor 4-f��Aaa-i-, o v. . v- Inspector-laeRaA „Jr, Date: (� 30 oLI ri $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: 11q INSPECTION RECORD Retain a copy with permit INSPECTION NO. P MIT O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 31-3670 Project: --DIA 5 Type of Inspection: Address: 12E00 -1 Date Called: c-..).8- ol► Special Instructions: Date Wanted: C c `)"4. 1u,nn 6 v\ c, -, � S~1-ar we 4e r a.m. p.m. Requester: "-1 flAct -9- 2, Phone No: ct1 X.Ivor nPv.iAr•ct4:164s ct* Approved per applicable codes. MCorrections required prior to approval. COMMENTS: 1., <. re_ 111 VP 0-e- ?-1 t V -2I V bck \ S1 ckas O (A,2,) CGu1k. €�.ocAtAr.0 cokAAt ‘` -k- 4,e, 1h ‘-e '* C niti ‘ V\01r-4N S i (� S -\-r„', � W c&'.) \Jr7-} Si d e S a W C,t de 3) C c `)"4. 1u,nn 6 v\ c, -, � S~1-ar we 4e r 1 ha C>Pvne,-ArrAAI a.A. Ott -e(OOY' i�u-els "-1 flAct -9- 2, m.) ct1 X.Ivor nPv.iAr•ct4:164s ct* 4` `e lP 26,"e- f-fiow/an cod -etoc.-kV 1G,4 l Mow‘ C a>n Au't A S Inspector: rMQ Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: 118 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: - Type of Inspection: �, lv\ff Address:1Date 2.50 fl 7 Called: Li ` ,4 .—GLI 15 Special Instructions: Date Wanted: Ll-aL' - ori Requester: Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: ' A✓'� is A A i pff)Ue g 1 r VC.4-1-6Y" RrY SSS r \ 2G -Lt C.,. Inspector:�"`�� Date: 9_22_1_021 Ej $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 117 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit D03- 1 28 55 • (206)431-3670 Project: �` 4. Type of Inspection: Addrs Date Called: ! Special Instructions: L . Date Wanted: fit' ,2-,). . o' n. Requester: _ �reSSvJ~ cz EA Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: ar-k t G li pprokla 1 ! O,r•k\ averig St) vAL CcictteL11c1..t Ts— r\c vso rse S ' 1 E hn•PT9-49AC. �reSSvJ~ cz EA t�,v^i_ 1 t inspector'4' — (1 (}` L Date: j_ u Ll ri $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 12 INSPECTION NO. INSPECTION RECORD Retain a copy with permit boa -1z8 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Project:Type of Inspection: t stc 5 4.P� -4 Address:Date 0-57)03 Called: Spec i s Special Instructions: SFoc`, p,1 Date Wanted: 9'611—ayi a.m. Requester: Src to It Phone No: S pP c. I w 1 Approved per applicable codes. Ei Corrections required prior to approval. COMMENTS: r eC.et Vett -(-).1 rw I l-P-i;k-Y -(-YO k 4.P� -4 lettoJ-o,-- o t to i.� ‘ rY, : Spec i s Co ire- r— a e pvc v -ed SFoc`, p,1 E Pa. V.ciors - �n v to S Pc to i .---os--1\eA4c)n roeke ie. -1 F - cin t•oqed Src to It ��}-rocAtactk '1 irnr - ©` pcwo /rc[ S pP c. I w 1 `ci ``4 '1Vt cAL r -e v ,0 1� ' Oli 0Ni ` App (O\I Cs1 Inspector: ZI„,v.11 Date: 9 02. El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 1 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO, CITY OF TUKWILA BUILDING DIVISION:; 6300 Southcenter Blvd., #100, Tukwila, WA 98188 / (2 Do 3- 126 4/411) -3670 Project: Type of Inspection: 1—TAvh 1 v\c/ Address: 1�O 11 Date Called:i g- -OL :-,, Special Instructions: Date Wanted: c1 ,C)_UL(ca.:: roOw, Requester: m Phone No: ElApproved per applicable codes. EjCorrections required prior to approval. COMMENTS: ' { 4.) 2 \v- uUc I1 1rss i_tLTY^,e. roOw, ca,„‘g ck 1 k ,n-P4vOrA:r,AS r?.) • Lk t r w cik i \ -e S S .� 1 r• -t C \\+',Sc* jil\ r0 ow. c4 1\NI )}v.-4- S InspectorK ,) A je. Date:�o4 0/1 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Zz W OC � 0 00 N0 v)W J WO u. cog W H Z� ZF- O co 0- O 1 - WW }_-- LI O LLlZ • = O ~ z INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit Project:`1 Type o Inspe�ction f ` tt a SU -6-rev\ Address: 1()_5(30� Date Called: ��-1(0' O)-1 Special Instructions: Date Wanted: a Requester: Phone No: Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: LS° QR.. \ 2) ' f ,.-4 1 to v- -i--)4;:/t vIA el-eAr- wa\i 1._a u -e_ 3 c o p l-a-lr e , 1—,..0-z_ \ �'"i " `P M "�t `e 1r \ o v- r) -{,v , � v -e str. v' \ ok k H C 6 W\ c)\Q'-1 `e.. Inspector: \2.; Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 113 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (206)431-3670 Project: 70 }\ Sraw Type of Inspection: • I r12i Address: Date Called: e.N<AP;r,or ;_PVt vo-e`tf r Special Instructions: Date Wanted: a.m. Requester: Phone No: Approved per applicable code. ® Corrections required prior to approval. COMMENTS: Leu -e, - e c-Aelr;o,r- ; Yiv€-4er- Le v-eA co m e\-2. , e.N<AP;r,or ;_PVt vo-e`tf r i--- 0-e. \ )--4 C n rv~ 1 k. - f Inspectof: CIAS41- Date: G El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: :S.ISF�f��441.1:. • 1 111 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (206)431-3670 P o,Iec : Type of Inspection: (t�7(..�; f Q . t- . ..{'.e . Address � �"" I C�. Date Called: -4-_,7-_,-) y Special Instructions: ,� / e �'4 //� (//ka....-e.t.7) Date Wanted: G' / -0� a.m. Requester: / Phre Ho: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: .. i & -1-`Q 5\ 1 (•) Y1 A) 0 COVE(' -e ifil 5 30 1M I P. S C6;t 5 `— t Inspecto Date: �'-((o-U`/ (o- ri $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit } CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Project�1 1 s Type of Inspection: �t Vt 1., L Add ess: Date Called: �i_ (L(, 0 L Id -500 Special Instructions:Date 2:00 Wanted: (\if(� —' b ' QLl p.m Requester: ..._.-- Phone No: �� -•?v.es‘ur, 2 64-i'tA- Approved per applicable codes. fJCorrections required prior to approval. COMMENTS: 4.,94) 1., L r 1. 3'}'ek, r 1r` c $.SUV" 12-6, I--;' \`' 5+ 4-c, ; ,ed p, OrY) ✓' ?r PSS 1 ( Ai1 c) h i c L 3.) )toAte- �� -•?v.es‘ur, 2 64-i'tA- y. {,w .k } G5 d15C0S<r•cif Inspect6r: 4.,94) 1., L Date: p, El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: h 0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 - Project: c- —. ,. . ....... Type of Inspection:,. / • " li:/-;' /,' / , .,- .' / t) / , ,.......- Address:C /-•_.v -7-,/- • Dae alled• t (-)._,--: , c/ Special Instructions: Date Wanted: (":/.... ,/,/, ...re) e/ .111.. (p.m. Requester: „ • . • Phone No: .)._: -e:.-,: .1. .7. 7/ Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Le0-eiL/c-e t4) VYNCA feNi e s 1 Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: z 1._ z Lu2 6 -J 0 • ° UJ• I —1 I— w § -71 < I Z • 0 Z Lll uj 0 0 O SI2 O 1- w I- - r". Z 0 1- z lag INSPECTION NO. INSPECTION RECORD Retain a copy with permit 1)03- 129 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT S5 (206)431-3670 Project:Type ak--1 S of Inspection: r� w%\ 1-.4 Add'e�:�� Date Called: C� 0)-11 1 ` 5- Ue Special Instructions: Date Wanted:` I a Requester: 4 ake O4 -i `OOY" Phone No: 'OSC�`P v '\. ,. pproved per applicable codes. DCorrections required prior to approval. COMMENTS: Ue %L F a,,,0 iL-) -fir ' -1 I SG 4 ake O4 -i `OOY" 01► -..[,1 'OSC�`P v '\. ,. V C. ,rs� u % v., k1.) CA 1 / • Inspector: _ Date: 9, 1-00 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No.: Date: IQ7 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit 1)33-1)43 Project: -1)A; S Type of I 1 t ion C hS V l 4 t Ov. Address: 1)-5-oo I-1.9) Date Calleki Called: 9-).- Old — -P0,....-k ,,,,Avs...1 -e.,,--\,,/..,.. of on v -e,. c e i, V %."/ Special Instructions: Date Wanted:Cl- `O j` , _i a.m. p.m. Requester: Phone No: 1..r v-12 Z Approved per applicable codes. Corrections required prior to approval. COMMENTS: DLe1/4.,e1 1 — -P0,....-k ,,,,Avs...1 -e.,,--\,,/..,.. of on v -e,. c e i, V %."/ ., l.CA \\ )- 1..r v-12 Z Wei `e sc--\--e Y:' (iv' 0 -ft ( R.. ulcA \5 1 -x -,J 4) . 2. Uc,,r 'r .k --k e. v 1. or W ci 1.045 1 1145 at Cl_ Ci. a )D Qe 1 JI GL \ I c1,1 -Av G Inspector,- Date: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 41104 Iota INSPECTION NO. INSPECTION RECORD Retain a copy with permit X03- )2.e CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Project: stA.)ci Type of Inspection: \ 1,1S LA Gt( l fi Address: D. -S-00 TI n Date Called: B-;0-0/4 _ Special Instructions: Date Wanted: ((�,, /a.m. Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 1---P U,Y- - ,P c '\-vj % v.� -�` 1 I \tr\5 -eAWc.ftr\ 1rolkik v�D r�OOr S V Inspector: '—?)c& Date: 8.3 ` 011 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: • i INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N9111,1 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: —y , . 2 „....::: 1 2. S\ rA \Onnur \Da c. I( Type ef Mspection: , . 1/4...) ....--,.:•,I-- • r,,--.)L„.e"--,,', 7.7: - Address: 4-.7,2- ,--5-d 0 7//3 Date Called: SG vr fA-e S CiA s4 Special Instructions: ', • ,...:,"... ,, ..--; 6--,,;' . '*-•/') • Date Wanted: ( a.m. Requester: Phone No: :)!--, ..-:.'v -7 5- - - - - - 7 : 7 l Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 1 2. S\ rA \Onnur \Da c. I( , 1 i i :. . ......,. . eci,(.1-A- 5\ A -e P ,,k-kAy• c‘r- (-41 P c K Pc( \I es ---k-rs-4 tok oy. sN-e, (nArse(11S SG vr fA-e S CiA s4 Inspector: (Cenn,dito Date: r -N bi OLal [1] $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 4 ,t I• I— z 2• 11-1 -J O 0 Cl)° W UiI • u. tu 0 2 I- al z 1-0 Z W ui C.) O CR O I— Uj ▪ ° LL. /7- - " Z co O ▪ I- INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 31-3670 Project:�, Type of Ins ectio 1 ( 2 .) Le .-P i 2 WT. si e.-\4... v; rnr- 1/k)010 Address:_ /7 5 t1 C% / /73 Date Called: , �� ,;; , G - c � c/ t.0(A U t c !(A. (-)Y, Special Instructions: Date Wanted: .-? 7- 0 � a.m. p.m. Requester: i /;7% Phone No: /„ ,...--9(..:1e>/> C C i ; r ” �j// / Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1.j i—P vP 1 2 ./U0 r' L -P -4 P r i o le— 1 ( 2 .) Le .-P i 2 WT. si e.-\4... v; rnr- 1/k)010 1-,05 ce,L -O 6 3) L.2..UP j i P,IN.-L.'VC1 (-\ Ir. A. c.) Dor-ON t.0(A U t c !(A. (-)Y, r Mk) ..,2 i U )a � t Lh, L eis ry j 1. Lii e, .,-1 I i') f ( J 4 I I c a. : J C M U pi, I Aiat t k 1 l,� LA rrj Cu 4 5 Inspector/" Date: ri 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: 103 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO CITY OF TUKWILA BUILDING DIVISION ". 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Projec •Type of Inspe ion "`f . i Address: 9 L2SOO /UK n J, Date Called: g/26/0// r- Sliecial Instructions: _ ,. Date Wanted: 2�/0 jm Requester: maIi ' Phone No: 206- s5-306 Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: ,e' -c, W\ t 1 1' / 1,_i' QA e_ 9 We .s -i t ,u u i 41; rf SOXi,nI. • i-.4e1/tc, - t..,)G 1 iiG,live- _ a64- G L 'J 2.) \2.00.' I -0 0e. I(,( ),- (I trG p -e. f Wa t OUeyr t')•/ krOIA, Inspector. R;. Date: I 413 ?j- 0L El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: o2, INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (206)431-3670 Project:-.1..\ii t� Type of Inspecton: 14 C,9 i I, h, ►,-.tlon4 t cv Address:Date D-.50° 71 r Called: d R- )9-04'4 Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: OCk r IMG c, in 'in 9. v-06 vle‘ o In rna -� Inspector: \ Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: /3 Ioi INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (206)431-3670 Project:—..D ` �`l S Type of. ns ection: ` a� \ �.. r\su 1 CA': i u, -N Address:_ Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: �-e t`itriv— tN\G G Y1 h P t('U0 hA OV‘ Y'0o" Inspector' g`j....9 1 j} Date: Ej $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: \OO INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISI 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ER NO. • rcl 141 i (206)431-3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Type f Inspection: k ki-e ci tio a L Tit( Ad ;Icy D . -c le)cyr 6 1,,,J -e ,..,--\-- P ti ; al' u jilt lil Dat Called: Special Instructions: Date Wanted: 'op ail 164 AGI... P.m. Requester: )6116K-ff* P!2ne Nto..() ......? 55. _3(.4, ,7 ( Approved per applicable codes. Corrections required prior to approval. COMMENTS: LeVe 1 1 ... k), -t\ Lua, LI t -i,,,, k ki-e ci tio a L J,_ 1 r4P ,,c>a 4ti k,e/ c4 . -c le)cyr 6 1,,,J -e ,..,--\-- P ti ; al' u jilt lil La u -e, \ ( 1 61" ,i'Jc) LO`e 'bet- UUtA 1 4 r -P 5/.-1 C i' ,V t(X) uv,,, I( \761,Ax..A Le v.... LA — 10 c ct (.001 11 I I, So0C ‘1 tr\ {7 0A+ 4Thil 00 e- cA tr-0( `4).Nvi erl i •• 1 Vgtv, 'e 06- (0 1- 1 _ - Inspector:?) -J9 Date: dm - 9, ai--1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: a4,4:kfaiatICW44:1ZaL:..air=4., z < • z EtuJ 2 -J 00 CO w w 1- U) u_ w 0 g < 12 3 Z I- 0 ZI- 0- 0I- w w I 0 1-- IL la Z LLl co — P 0 /- z 91 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: r Type of Inspe tion: Address: Date Called: IN SGt'V\-L,s l (A _ Special Instructions: / Date Wanted: 9- q -UL` a.m. p.m. Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: PrAN p5 e s Ia0 0Y• S r Jv0 (OA('CVIA 5 SGt'V\-L,s l (A _ 1 Inspector. "~ Date: 0wC1'0L1 Fl $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 98 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (206)431-3670 Pro 54.....SType Co 1 #t) tc� a,v,ct — of Inspect'on: a.( I vA/ii), Al rc D j ( Date Called: _ /1( 0e4 Special Instructions: Date Wanted: // ` p.m. it Requester: m to No: Ph n(9 --2S—' .-- 3Q7i Approved per applicable codes. El Corrections required prior to approval. COMMENTS: {.) Le k `(( �^ o V _0„,.��f ,c t Co 1 #t) tc� a,v,ct — L-\ 1 5pyrA CCI8- - z-) X.oh,,y, (1IA 1 rt._ -8-t- y 900•4-15 70, 15 '. kJ 04- h� v - v,,, \y .P + 3") ---\)o tni!.c" calreA 5Prc.f -noowl -c> -�,. Q Il l f,y tiv) em (; � a vN � --V ((WY -- CA kr) 012., D k... Al 1--4've\ 2 Ear i wot U IU IY 'ir• hai .Lt \-1-e c 9 c, 4i- \,,Q04I I /Ue)-(h ho,1 Inspecto . <.'Rcpx J" Date: (-\) _ 1 _ 02-, ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 91 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit 5)63-i;e PER (206)431-3670 P.r ct: Type of i pection: Aclace., �-��� 1 (4 -Date Called. fri 0‘47 Special Instructions: Date Wanted:! 7� 'a-.rn.- i/3 V 11 j 1p.m. 1413/C) Requester: t Phone ,- e N/oo: ,, —' ?-5-S--3(4' / ,-'7 !t/ Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0 ` .eod 1 l ('Ay'-eP +\r,N. i4rk4-e( (A) Gl. 14 5 eNA PV kkci�" t A) G1 (S 3,-) 1-7e Vii -Z 2 r.,vs..f.v. \,, Li, r,VA eA J, -\-1Y-Onr?-F LI' )-C.-1 i`/OV AY` ?GrCA pe 1-- `� cal on , r. r (l v‘ K I N -F .d-- o G V GA ri-c i ( 1>Ju!\ \ SS cpI\A v- -,to b,Y0WI I ---2C(Ar-lv Inspector. -'-'2).A19 Date: 4V6- 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: i INSPECTION NO. INSPECTION RECORD Retain a copy with permit t22 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Pfjlss Typ3f Inspection (i64-- CA ,iXJ`ftf' A r)s. /7 15 Date C I led: g h it) C 1/11. ,2 't r).D i Special Instructions. etr, 1GOD /1)144, g ..., c.,t,14,-,... Date Wanted: //()/Oy C p.m. Requester: pt0606 ..... 4::::s.5_7_,R1071, ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: \Otte' C OAR°\-2'ke • hcnp(.:AUr 0 rACk 'n cir,-04,v- \-- V -r kA c O(/\ C 1/11. ,2 't r).D - ---34.-e,0 0Y \ -e) M0UV • 1 Inspector: -- N /J Date: 8_ \ 0 _ O $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: V\ Date: Typeg4 ion� WO t v‘SvleA4 1 c" `l Address:. )() —VI S Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: Y be ow, w CO 1 r . W S. Se)( 5,.A) C4 l 1 Acv+C'OWS. • v-� h) 0tA) 1 i In( 0v1/41 5 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 1300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Date: 9_,0`U 41 Inspector:� $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 1300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • a INSPECTION NO. INSPECTION RECORD Retain a copy with permit 3- \a.8 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: �� Type of Inspection: FrC/i nil re,/ Address: Date Called: i Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Le 3 E •etetar- W&L Ow\ wc,t15 L-/ett\ wc‘uc Inspector."---?:::)..3j Date8,10 UL\ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid att300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit NO. (206)431-3670 Project:'"-,rt`s '1 Type of Inspection:: ->fr-2--, it (if Zi. ----/-6/e" Address: Date Called: Special Instructions: 8 -acs A Date Wanted (; /9-0� Requester: Phone No: ElApproved per applicable codes. Corrections required prior to approval. Date: R-10-0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No.: Date: 101 COMMENTS:J m -41..... ---. /ice, < /? ,4./ N-.- /e `GGA 5,, , 4 t f --14,,, _moi ,- i. , Jt ?Le' ,_5* •._ s •le 9:, As' .----,4 -.Of , 4..› . .(2 . 16 /9".., ,4 Ze-.?"71S_ / IS r.-, J �-ofe /7€/' wiJla!_,..e i 1•71( / `/ -2f c s ".5 .P wu c.--, 49c' 41- 4.e_ -- .! i5o lu 4/-.� 4,-7; r -n A'74.2 v.;-- 1.:.-.1'97,"C En - cre ( -- S' 'e' 41,0 �,�i��.Gl. �1 a.2-, ,the)/(....,the)/(....,the)/(....s i.�fiadi,-).--/i4,4 / -,..--;`,,---e. e2,67/174 p i4 4 ef,,//W 4 -x:1 -/,.,r9 6&-, , ) glj. ,% pA/e4f wf 4- ' t! ' 6— / tl S S v 1, G� // .�-%r..t 'S -rd. _s€90.1,_s€90.1,ra ,.--S") ___Sr, /- /.. .17-_/ r1- 1�/1l, )-,-,t/ / >re.illni. Date: R-10-0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No.: Date: 101 1 4. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 • 706(1..'., INSPECTION RECORD Retain a copy with permit (206)431-3670 Project: ,, /3 Type ,off Inspec ion: ,/%�S r h <g%'. _-'7l, 1�--, �. f�G y � 0 zl?—/ Address: Date Called: S') A.,,,,,,,,/ ef,),,,4.. )/5 4.) Special Instructions: Date Wanted: atfri. p.m. Requester: ,( f ` / / �'"�62P . � . �-r- (./lel �/"0�/id/t'� HJ/ f-'�i 7`� ,t9 Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: LO AI 74,,,, 4 ,i48 / ea r(e.,_„7.4_ ,,,,, f c , /`/---i-' ,-A.,. h,,,- e,..(: -r''' C'e/ i- S (i 1-7 ,/%�S r h <g%'. _-'7l, 1�--, �. f�G y � 0 zl?—/ -• e7/71 . 9?jt-2,,,,e. / al- c .,/res i hL5 , r S') A.,,,,,,,,/ ef,),,,4.. )/5 4.) ".„2.--,,,) ✓i !/"H rid' / %^� �..•-(�1. .�'�i 4 —€ % l%j7 r t. ' ` J Ir .oc_,_,...,Z wP,t, 5-3 ' i , air gem# j-YA rek-r", ims-� / i P S er,--7 PAPW .c r.,)f- 1'7_4.4/2 ,( f ` / / �'"�62P . � . �-r- (./lel �/"0�/id/t'� HJ/ f-'�i 7`� ,t9 ,-,44.7' C../ ?� /?lig;/ ,>) 4,-/.4"- /c 7) / Inspectorf 1(3'2 Date: g to st b El $47.00 REINSPECTIijN FEE REQUIRED. Prior to inspection, fee m e paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Projecti±is Type of Inspection: B\-1) AS r:-1 reate XS -73 0 TI a, . Cal e : R lilt oy Spe ial Instructions: Date Wanted: lutfil qr-fff:7 Requester: yi,,,, Phonxb RApproved per applicable codes. EJ Corrections required prior to approval. COMMENTS: t) 0(.)-(j lfthozzA.T) Wr w I 4.0 Co Inspector( - Date: n , 6-6 -0 -\ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: <, z rt 2 _1 0 00 (J) 0 UJ W _1 I— N w 0 Iw u_ < ° X Z I— 0 Z • w 2 0 • CI O (0 O — O I— O w • (.) a; 0 0 — 17: r0 9 2. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit oo Proje t: ifc (� a- SpGv�clr€ 1 l0 ciSs Type of Ins ection: •) I 1-1 VVVf 'I to c, ,n 4 C -'P r .\r1 ,-� 1\ P(1 6Gs\ ,.),,, I 0, v.„,1 Address: i) ),.,,,o -e. i 3 tiv\-o A -CA. i ..Q1oC4«ir Date Calle c/ ? /, `�- / -,. Lr.lv ( t "`0.44 4.p ,A4 , (An !".!,, PQM J x\,,, 5(-'w" (lc 'Up C All L) t t I G1 115 'SD V i-iJ�Cn', ' Spe'cial Instructions: Date Wanted: /Q/ L fnsRequester:/ y)/�. f t t ' Ph0p0 5 _ 7 / Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: . 1 ; L�0( { 1 i i e SG ('i e.ci x�(Pi''+4�r tl �l (� a- SpGv�clr€ 1 l0 ciSs R •) I 1-1 VVVf 'I to c, ,n 4 C -'P r .\r1 ,-� 1\ P(1 6Gs\ ,.),,, I 0, v.„,1 i) ),.,,,o -e. i 3 tiv\-o A -CA. i ..Q1oC4«ir \\ V"\.-40 \ Pr i .E-ct `+ c ,) \ IVri✓* h -,. Lr.lv ( t "`0.44 4.p ,A4 , (An !".!,, PQM J x\,,, 5(-'w" (lc 'Up C All L) t t I G1 115 GL LI 1. j ?" OAS 0 SV' w -e &t1/4 LO•t 0 Inspector: (� 12calw,L } Date: B_2I , ULl A) ediwe, El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: j TINSPECTION RECORD 4 Retain a copy with permit INSPECTION NO. • -Qg CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Pr t. H 5 C -r-\-\\ S -a-\\ v.. 2 Ty of Inspection• , bi , gicAelE Adds ^rte ' i / (r OPP t Da sn:Iled: 1g 0(o, /vv roe\ cetrv1-, Spacial Instructions:ru r �� V /k fkikq.e•dg— (Y 1 ©� Date Wanted: �vQ � a.m. /rT.RI.�D E I; Requester: Re(...kt Phone No: _ Approved per applicable codes. Corrections required prior to approval. COMMENTS: .-(:)t.Y.r. A-li Li.o (9, — In t) --A- sAc, r,v, cz C -r-\-\\ S -a-\\ v.. 2 SrcktrA\ Cpv,C re 4-9 1 -eIn,rEWA-Q. W t \ 'Nt'cArt renv--\ S ' trl-Q C B_1'1 -Olt e.t.,f(I r -P I or -I 5 /vv roe\ cetrv1-, Sow,A 01-r Cas t Inspecto . Date: g t7 L El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 90 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (206)431-3670 Pr 'e6 • Type of In _action: 1 a..ji�/t Ad` ress. � i 6. Date Calle —7 2q/-0/ Spial Instructions: )) \-PIX t Date Wanted: 7()L a.m. Requester: p/-4_ oct-r Phone No: 2n( n-, r--)'5 &p ' ] 7 Approved per applicable codes. EJCorrections required prior to approval. COMMENTS:4,614 • r va+or f „..),4 t l S 1-a,»tAs "1 c.,, -i( --Y- i )) \-PIX t 2 {jQ1)\-, Cr%\.1,n, 4'0v.-4.- . i 3 -) t .s-`-\f'r l cAr c.4/e, -!- \ cf Su -f i V\ en \' J -e t , i tin .S -. S 4-o '1- S Inspectorr -JO '.\2•4;1"/.."-11— Date: —17- , 044 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (206)431-3670 PL:P4' oc4.7.111.viajdY Typ of Inspertir • � �C---t�v)b-L1 Ji jY C Address: I?a Tia J/. vcrate ailed: -7477 6i Special Instructions: Date Wanted: 1 /*Li a p.m. Requester: L( (- \.)t. w -e 6 \-k..); -k'v\ (O-* ireAc 4�i.' Phone Ng:,a, e . 367/ C. of fl C.. 1 ✓\S -i1 c4'4 1 GNr V.` Approved per applicable codes. Corrections required prior to approval. COMMENTS: II . -PV A w,f4 P r w ei\ A --; 1-C \a r r i r - h ‘ v\ 6,$c (1-P' c.( v \ CA 1 r\4 • 2 • ) ' \.)t. w -e 6 \-k..); -k'v\ (O-* ireAc 4�i.' C. of fl C.. 1 ✓\S -i1 c4'4 1 GNr V.` (( / 1 Sok-i( Vi.% . -1-0 C9 V 1 A(, O r f 't -t" 6o -e t inspector— Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • ,1 89 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PER 206)431-3670 Prject: /H7./.744/ la ids„, Type ofl s ection: Crim '-4 `C.t A c)x s: 0\,D rte Called: 70/04 -3-1•-•)-- Special Instructions: p . Date Wanted: � �/v ! 7/b /`a.m P.m. Requester:1 , , 1 P a I...Fe — 11 \‘;‘,4, Phone No: . 6 -,ss- 3o-7/ Approved per applicable codes.- Corrections required prior to approval. COMMENTS: \ 1.,j (l j t C)fYf c 4t(M.',-irt)W\ IN'/06 ri -c 6 Crim '-4 `C.t .. -)-,) --R` e�7--i- rr)int, C O i s IA 01/4 L ct c0krAL 3 .) -3-1•-•)-- ). -..3 l r.�ln �tc. ,,.i --, 't v. , r y 9re-P.V\ 1--3 — 11 \‘;‘,4, 4 Co £ --11)---- . ,•, 3 tt4,� ��'}b `, • Inspector: Date: --14 1 01 1 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: ,• a� INSPECTION NO. INSPECTION RECORD Retain a copy with permit P ',n NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 r e t: Type of In pect'on: 0- ��� I I 1-- A reser I 61 Date Call d: 2 F ((),1,-- kidv-,1,. ,---c 4 irrThAA S S ecial Instructions: Date Wanted: 7.rri.- P• Requester: pl:i Lt) Phpe15Le~73.) .......(p ,, Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: [ 1 C `,�,Va�nr , 1 t 4 1o4[ l;5 I I 1-- 2 1-1� 4. Moor Orpi--\V\s—kvc�c0 \r PVA s i,�.)ot 1 i 2 F ((),1,-- kidv-,1,. ,---c 4 irrThAA S k 0G 1 k Lt) I S-1 F1(10 ,r tht(311 v, 01017, . S AT( s 5) i ` O. 5-t�le,Af� p I-1 v• 1,�,+rz /hs L -1.j 'i -i ?- ). ?-3 1,94s •ter -;- ri)vv . �o,r (o .) 1 I 100 . Ste.;.. ) 11 r L,°,,,, 11. P 1 ,.,.'M \c,,...py--- t n Date: —7,-_ ULi 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: 8(� INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION -r 4 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Do 1- 1A9 Project-1)1AType 5N. of Inspection: ITQ lay I v‘ C� D-) P. -~toot MPrA cc�nvoP. S c Address: Date Called: 3..) Jam' cr1.ev1 i rviow T .\T75 •.Ci rse 1 Ca 0\(L VorJl piovve7kro, ;Gri 5 Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: ElApproved per applicable codes. orrections required prior to approval. COMMENTS: 1-) ,C(ex)v- So- ti j of rats vi orf Cc., OL -1/2, /A -i- r d Ltm it 5 D-) P. -~toot MPrA cc�nvoP. S c f r c -{run WAS %Vorkin lv &k - -i k -e.. ClAtALA rnti a v4, acce.SS a00r 5 3..) Jam' cr1.ev1 i rviow T .\T75 •.Ci rse 1 Ca 0\(L VorJl piovve7kro, ;Gri 5 Inspectof Date: ^� _04' El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: as - INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 4 INSPECTION RECORD Retain a copy with permit (206)431-3670 Pity Socrkk uta U a tArit Sou+ k h a i.e o-r� co -es+ wa. 1);Act ►,- 3 1.pu4 i 2. 4-0 roo4' rtociLoiSy 3 ( l � -) OoV' S.il LG445 —Lk 14 Type of I s ec(t`ion: �n� / s ,.n 4 Ad;cs: t f { Date Call 'd: V1t� Special Instructions: Special - Lt' v.e , c....e v evy‘ by. \ roe ton 001(1.$ Date Wanted:y' 1-�� *:.t.t Requester: itic* Phone No: --,()CQ -5.--3(P-71 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: (( _r - )• r'G.D-2 L St �'".j DT Socrkk uta U a tArit Sou+ k h a i.e o-r� co -es+ wa. 1);Act ►,- 3 1.pu4 i 2. 4-0 roo4' rtociLoiSy 3 ( l � -) OoV' S.il LG445 —Lk 14 1 ii \-41.A5 4 L.)o myv� S rrS-1 Yoo w, )6.4 (l s J 4, S. evi \ivf Z-1-� ....r too,- s3 7){ -i' [061," I t`e(A G Vkt9 WOliYIr,n_S _) c. -,-k iroptv, G 0C-14 .9r YO ()Wks. \-e c rrf5S ?ay.e14 - Lt' v.e , c....e v evy‘ by. \ roe ton 001(1.$ CttAS a Inspectors` Date: -7_ —044 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • •yP e2s'iINSPECTION INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 PERMIT Project: LQ,f..� !. .: Irt �Vlf I`--. 0 (f Type of Inspection: / :Ca l..f ;'/��r/,a "1/rc Addl:e+ss• (_ , ( 5O0 ' i /� ,,iW . t V Date Called: _.� / TOS104 Special Instructions: Date Wanted:.? /716/0 L.rn.. p.m. Requester: ) `1f t 6U Phone N Lv Jdpproved per applicable codes. EJ Corrections required prior to approval, COMMEN S: >% Gl �.Gr rte" lir,-14, -A-77 ia ee-e-2 s t/( ?)) ,( r 11-- x!4,1 54.4E / Inspecto Date /6„_01.../ El $47.00 • EINSPECTI FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southc nter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 •)431-3670 P ect: S Type of Inspection: (aml i f Adress: <T cLJI� dial l ‘ i Date Call: 7ii'F S p Instructions: Date Wanted. a.m. 71i'3 (7 i� p.m. Requester: nktk, Pho e No: n( -Q —, 5 --l-Q-1 I pproveper applicable codes. Corrections required prior to approval. COMMEN .,g)1-1 41/ /-,0,1 Date I to inspection, fee mu I to schedule reinspe io $47.s 1 REINSPECTIO FEE REQUIRED. Prior be paid at 6300 Southcenter Blvd., Suite 100. Cal p n. Receipt No.: Date: acid S"�l tyil�2rl � ea_ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (206)431-3670 Project: asst -t-5 Type of•Inspection: � • 'WIbOnZ-•'tfif (..( Date Ca led: p, (iSpecial Ins ons: Date Wanted: 1/(3) 1 !T Requester: rizt0--(-- Phone No: lain' .2.5(0-11 ikpproved per applicable codes. Corrections required prior to approval. COMMENTS: 100 41-4 t"k"w Inspect,erl� y Date: 3_07 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • W JU U0 N0 LLI J = w0 Nd F. w= Z� ZO0, • w U� • N o I- LO Ww O Z UN _ 0~ Z INSPECTION NO. INSPECTION RECORD Retain a copy with permit Dom --p CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Proz+j lt: 5 Tyfe pf Ibspe�tioni U pock), Ad resiscb D Tii.., Date Called: Special Instructions: Date Wanted: 7 Requester: / . Phone- o r ,-q ) 55-10-1( Approved per applicable codes. ElCorrections required prior to approval. COMA61 ITS: Ist,1._/Ud t.... 2,4 'c- 4--'e,' (/�� 4/4 �' 1� ;f �,C.�'� r+.� ,` -r RC1 l (-.' . 2-1 CI� 4,A- t / �/ rh. .yP,f / 174.1a- �%riD` S. C� i 41" �J /7 < �•yt, d /id '6 4,.e:, - , ,r.. / Date:7 Inspector: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. C4ELto schedule reinspection. Receipt No.: Date: �uaalrrsWltMgOi'C - ) INSPECTION NO. CITY -OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (206)431-3670 Proj t: ti c Al-- 1r4C/L-- ././Vetc.'< lefr., fi'l--i Type of P1�spection: i t(17 AddIUOQ _ ,:- „24, ii: ):I 3') la -1 :� i/ i Via,,, zi Date Wanted:i'd to( } p.m. 7 1 Requester: ,_, Phone No: 0 0 (0 — .a5..5—Le 1 Approved per applicable codes. 1 caCorrections required prior to approval. COMMENTS: 1 S r 71"---c-C c Al-- 1r4C/L-- ././Vetc.'< lefr., fi'l--i ir 7 ? —/ ✓11.,/.1i - d—,4-.„,. _ ,:- „24, ii: ):I 3') -3,.,./ 474.,_ ,-,-- ,s.,,, ,4,-,t,„,y,„, ......e>1 2-1) e t .i,, W .64; ---Li it- ...,...4.fti ..J r.... .. s ' i l Lid -7 , f . pY !' ! , ,r � ,--N, . Inspector: tl�r G; Date: $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 4441 79 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit b03- 12S (206)431-3670 Project: So.. IA ►ca 11 a V . d s o v-*' t•. i c d,r Type of Inspection: Address law �3 Date Called: (,-30-UW wOtt� Special Instructions: Date Wanted:(0-30-041 a.m. 1p` Requester: ; Phone No: CI prove J Approved per applicable codes. El Corrections required prior to approval. COMMENTS: ' V\00 (� 1� V c f - So.. IA ►ca 11 a V . d s o v-*' t•. i c d,r rT P 4,4+ LA.1ot t l 0 k - v'P 16-12-- ey,M rc., -P. I Xi A P O wOtt� p 1UQ4.9 r 1 (P C6 S* ?G r e t I" U v\ v\ P c't ► Gv-‘ We C'1(,)+2Srp-Pc ;,,,it ;,Ny‘i,a"ei ; YAvv.i rvi CGGIA b{, CI prove J Inspectof, Date: 0 L' ri $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (206)431-3670 Project:, o _ /Ill ,�J( Type of Ins ectn: Z.�1 j)u-k Lf Addrp�es:` i11' VD L.. , co,,,,,( .co(J+ Date Call : / 31 0 (� nAy Specie Ins 1 i• t' Date Wanted: LQ 56 Ceicf P.m. Requester: iiktq ft Phone No. 21)L' :91S5- 1 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: j)u-k Lf L.. , co,,,,,( .co(J+ t . -iGlr nAy ?vr.ScuYP 1 i• t' Inspectors Date: r, 1 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: i4,+r Crw^114, INSPECTION NO. INSPECTION RECORD Retain a copy with permit 11 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER (206)431-3670 Project �^ I / ...J /Uo l-‘. Q v\J Sd u'i 1/, Type of Ins ection: �-- � %L1 //i/(r7 Address: , SLA�Y`i- ti )c.,1 1 i ,Date Called: Special Instructions: Date Wanted: �a.m� / /'��'Dfl p.m. Requester: /rl,r7.— I) '1 31��,kr; 0 S�c:tal � iel Pre N6te) cs____36 7 Approved per applicable codes. 7 Corrections required prior to approval. COMMENT 1 L`f'1/4J 1 /Uo l-‘. Q v\J Sd u'i 1/, SA CA1'wNA\..1 -py-•ef-,uY , SLA�Y`i- ti )c.,1 1 i ._ Sou .\. Q ip >Jr„Ar\ociink S tic1414 wadi i ��u.k,_ k s I) '1 31��,kr; 0 S�c:tal � iel . 1_ r -)6i \ P \ \ 7014 r S4-41-1- L,.' (C I Qkr.41 2. t f, Inspector' ' Date: 6' 02-L1 ` 0 14 ' $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: (e, a INSPECTION� RECORD iv -h• - Retaln a' cdpy with perth1 t INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20•)41 670 Prents Typ gf Inspectio(n:Q /''at ,L A esGs: ,0{� `'�''� 0.. ailed Date Qj• 0(i S5eciat Instructions: gCC- m Date Want d: Vii+ Requester:f214& Phone No: Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: • �,/ �j MAv1L. I !C 1"'wv►rL( kA)4-,. MGl .o c --1-,06 (0 6 C3 v, S i'4 --e_ IOC) C C2vinS So vv-, ,01 -to ISS Ccs.S� Date: 3_0 2.1 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: PyiiP.�i INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (206)431-3670 Prgtj�c :: c r" t �} G 5 4-eS1 ICJ) ()v1 s , -k._ Type,of Inspection MalY ' Address:' —r: Le . Date CaIled: _ co i ( o(f _ Spe2fal`Instructions: " 1 i� 1(0 6e/� 1,_,„,, Date Wanted: a.m. Requester: Ala Phor}� No:�.., 2 S S �3 1 1 EiApproved per applicable codes. ElCorrections required prior to approval. COMMENTS: r" t �} G 5 4-eS1 ICJ) ()v1 s , -k._ tP lio 00v1r•Pievl SOvY\0Ifl.5> C'G S_ Inspector. r '""� 12'Ll\ Date: I f � LI 6- $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: `71-I INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit 1o3 - PE (206)431-3670 Project:—.1NType JJ\C -eVis,(41,;rut( C rr�t1Pnl --Voco�Rr of Inspection: �rUvvit k 1 2.) r\4)kin 1,,;r r.?0iv�`�Loo ‘-,e Y\P'(Pc Address:Date \��00 V L V) Called: Spe ial Instructions: 1 Date Wanted: a.m. p.m. Requester: Phone No: DApproved per applicable codes. Corrections required prior to approval. COMMENTS: 1. Q Rp �L 1n GU SR... 't'eC,i , l ti up ,., -eVis,(41,;rut( C rr�t1Pnl --Voco�Rr 1 r,�PV to✓` it 2.) r\4)kin 1,,;r r.?0iv�`�Loo ‘-,e Y\P'(Pc ( S ()p c k m ( lJ -e.- � Ct tt �,. Q v\ cX --P t D t'1 v- c a 1 CI poa O. „t -k -\\.uv N-�. h e S; P c i cA 1 (�P wflkkel 0VNA 'eiaCAr1<<nd CI pp(Olra' Inspector.e n Q Date: kt)' —01-1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No.: Date: Vii, :X. n;2�y�"5ra.u'k%��:�tiv ytr.._:�r1ati� 13 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit O3 -UB Project: ---NA Type of Inspection: t G> rrv.�,r -i)c)M ,lDAro Address: Qs -Or) -1--1. Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: 15-1(Npproved per applicable codes. El Corrections required prior to approval. COMMENTS: 50. ��v�'%110VSe o.., rod4 Inspector: 7W _411 Jr_ Date: I ` ' —01'\ VL, $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: 11102 A'1��u;xV;G4hNlgk INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit IT 0. (206)431-3670 Projec • % LN / _� Type o In pection: 44/Vl 7/vc,--- Addres Date C Iled: hP`\(ve9 s4cllf5 orate ,t. t Special Instructions: �- Date anted: b — 7 -0 e !/ �a m_ p.m. Reques ei4 7/ / . I (NO V' DOC(re( S{:\t/1 �I'. ckia ( Pho .e No: b.Pk(V\ri s Ci.if AL r- k q - Approved per applicable codes. DCorrections required prior to approval. COMMENTS:` C© .0vt4\00_5t. rac')..f d� c L ?.) L- 2 ('oyt \006i),-(AskU-C-. w,A i. \ r hP`\(ve9 s4cllf5 orate ,t. t S�\ U\SIGi ruvo‘ 3.1 . I (NO V' DOC(re( S{:\t/1 �I'. ckia ( b.Pk(V\ri s Ci.if AL r- k q - .d l ) -1k. ciO % r k4/CA\ Inspector. C Date: r (L El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Pec r7:7 c Type,e.pf Inspection:Ae (,._ a !v (s1 P Address: , Date Called: b --/> ^G 41 / ? 9 //'(,' /ti7z ,&- Special Instructions:'J�f Q itJC ie f TC �-�• Y.5- Date Wanted: /7 A.m. ^---, V -- tri Re u t�: q Ph(n C)0) CC"— 3 r / Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: - ( (- Date: (0 - 1 i , UL I l 4c 4�t 1�� G� SlA-e J (:\)0 01- /V0 'CyOUP tr,n k, Set )\ _; r a 51- Inspecto : , - ( (- Date: (0 - 1 i , UL I l Ei $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. [Receipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit Pa3 /2e9 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: DI -IS 140v -k c to w;-1� Type of Inspection: (70 f1g7 Address: /2 5-00 7Z .'dfaZi Date Called: r -� — 0 1/ Special Instructions: *--/ Ue('t fri n / 4 0O Date Wanted: r/i 4 ._ e -i �-- 0 %gip: a m. tf i". Request r: Phone No: S- Approved per applicable codes. Corrections required prior to approval. COMMENTS: 140v -k c to w;-1� . (A\ Ps i‘P (51 1( r)v\ s1. 4-e /JC) rOr‘r 4' rinS -SOW'fl-P CG S1 • Inspector. Date: 02 - El L $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • (09 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit 1)0 3-18 (206)431-3670 Project: Type of Inspection: jD OG r 4 Address: Date Called: Spe ial Instructions: Date Wanted: a.m. p.m. Requester: Phone No: 1C Y kG - ( 1s(‘I Approved per applicable codes. Ej Corrections required prior to approval. COMMENTS: Rometio, Snit S ;tr w- 1-1 0 <•;tcl.k &-\ A's rtA.,-el‘ $'nv.e 10-f4 rct 1C Y kG - ( 1s(‘I 9.) L.... Z i-E,r-QJ `•\r4+ 4 -e ` i,(4r4cc e ( rrw �2"� 0l 1 3.) 1---- 7 1 r‘ s i A P 1-P 'P ( C` if; CC, ` YOU ✓r r ' /vv l o a Vi Z L{.) —2 ,r.si \t -P i0c.AP tcu ( iOf/ vv. 2 / a V 0 L---- f`,c(e eP(Pe4ricr( too &i,‘ 101Ip 1 Inspector Rometio, Date::5-6)k-01-1 `,kMOLJ D 547.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: (og INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit Project: —. �,) 5 l.) ..\Pc:v;c&, ( c,4ppr0v0(1 ree1v►Y.Qd{ Type of Inspection: T. f i if et wI l e‘y Address: \)- SOD 'j� I 17 Date Called: , Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: ❑Approved per applicable codes. Corrections required prior to approval. COMMENTS: ---R,.."-\-Li - coAk Si-a:r (A,P.I I l.) ..\Pc:v;c&, ( c,4ppr0v0(1 ree1v►Y.Qd{ 2) Lae (A i v\ ha -e ct5 4D hP SpPC'Sa 1 Inspector:` - Date: 5_d- e"OL) El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: 'p7 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit D03-12.8 (206)431-3670 Project: 1)\4-S Type of Inspection: r. b-Gw,t rci Address:Date 1 Lc Oo 1-i 1^3 Called: 5-,) 7 - OH Special Instructions: Date Wanted:a.m. Requester: rtGTr Phone No: C- Dix,- --z)(.0-71 %Appr oved per applicable codes. nCorrections required prior to approval. COMMENTS: 00,1,..\\r\sic, ‘ v- fare-( \ I., L -`T 003Y4\ SAD WO \_. c).) L— 2, AJo $-. cLe wa 1 Inspector: - yGG Date: 5- ) q- vz-\ El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: (pto INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 N� 14, (216)431-3670 PERM ProjgL: , , ,... t ` i-i_i yIL i lc �l��rtc-P (IcA Type of I pection: 6,�) t Ad¢res 4 Date Called: --.?1/ —o 1/ ,---- 3 0 ��� Special Instructions: .g.e- 469 U /2 -4-, (v `iyi.7,7-/ \ -L p �L Date Wanted: �^ a.m. v7 J --(-3p. m . • _ Phone No: l WO6JQv55-367/ Elproved per applicable codes. Corrections required prior to approval. COMMENTS:fiiiIr t ` i-i_i yIL i lc �l��rtc-P (IcA 1 6,�) t it ' ✓ o (NO 1A o.prin5 Saw.? r e CI 4.,"4- • _5 Inspect Date: $47,00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: 11wn4fe.ituL (0s INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT i'. CITY OF TUKWILA BUILDING DIVISION k•1, i 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206), 31-3670 Project: :J r ► S Type of Inspection . t(4 rn r ti Add s: Date Called: y wovec.e/v-- a I,,,,{ r v-�' Sig II Special Instructions: Date Wanted: D'15' (}--! a.m. p.m. Requester: Phone No: J -Poi gi. We4 vy\n‘tP ❑ Approved'per applicable codes. 1:ErCorrections required prior to approval. COMMENTS: 0,0 L SiCI i f tti a (1 gLr . U/43 1)-'5 1(‘d v h 411t- -P G ,4\UJG (IS �n D P cls ) wovec.e/v-- a I,,,,{ r v-�' Sig II -4,11, y wadi 1,na ✓ I r�S 1 CY2-. e� J -Poi gi. We4 vy\n‘tP 9-1 'eCIO wu1k PO011-e Inspector r Date: .`v? 3 -0 1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTIIN NO. PERMI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 Pro'ect: %` .Sif‘t‘ y ✓J .G ` ! iLr co (', c Type of Insperetion: 17144 1r L L 2 A r � -ilk �t t t, Imo, 5 r_) 0 Special Instructions: Date Wanted: C31;2 p.� 1 V 1 Requester: Aafr P) No:QQ •-•a5'3" 3L21 r�;r w , pproved per applicable codes. El Corrections required prior to approval. COMMENTS: %` .Sif‘t‘ y ✓J .G ` ! iLr co (', c LH L L 2 ) ) Ur, r�;r w , ) 1,v Lt'4() 2. hn✓NNln I,...)&t1 ov,\, 1-= 2 1,-,04,1r. \.),A 115 CA v\/ -e''4 L- 5 b„_\k (Avc4 U c, ear :e, ri,o K ON fe7/, . 1 1 „V Inspector: e" --Y5,0 Date: S -0)--I $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: l03 INNSECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd:, #100, Tukwila, WA 98188 (206)431-3670 boa -►2a Project: Typ of Inspection: `ti{) \or" (A -)‘U COUPvIv Address: 1). f00 7-1% Date Called: . �`Z1 L .5-2.10/4 Special Instructions: Date Wanted: l r, v�� v' 0\meivt (L/ ,, r .Div, Ca._ h14 , c3ruJc,1 Requester: ( /41 ,) v Phone No: v'%oN Cc) c''-' 4P LIApproved per applicable codes. Corrections required prior to approval. COMMENTS: rv (kOr c 1 ;� G V - " pc.0%kiwi a , f Dp�/o(-f." \ r Q\t`ro ee, l r, v�� v' 0\meivt (L/ ,, r .Div, , F 1,r^C. h14 , c3ruJc,1 r P C S �-i- Y .J CAv y e 1..-Tl ( /41 ,) v -kt'i !\Gvlrt`( u`�4E ',�►�Q F� v'%oN Cc) c''-' 4P v..e1S tk)hkc 1n `-l-GS\en ---C 7r 4e k S--t-Y v c -Y vY -Q Inspector: C Date: ri $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 1 (o2 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 INSPECTION RECORD Retain a copy with permit co'-' /z6 PERMIT NO. Project: :.)1_,6 !Mark MC `)r'1re r• .4'L Type of Inspection: () a1 &h --' Address: • Vzsoo -%i./WIL b,4i-I Ti. Date Called: r. ��,-o�6- Special Instructions: J 0.N.- ate Wanted: 14-o4_- mi!._ Requester: A/LoL Phone No: Zo -2 5' 71 Approved per applicable codes. DI Corrections required prior to approval. COMMENTS: !Mark MC `)r'1re r• .4'L loci -e 1- P.`) -A- 1lo 0 v1 s , . 4)0 COvl P-Prr1S S Q hr•�f\ L. rct c.1- Inspector: Date: 5-19-011 E $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 1 10I INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Pro a t: Type,ot Inspection:,_ A dress:ate /> sz,v'"/ /A)7Z Called: 1. .5 --Z —Z Special Instructions: %�(�Gi /2 °� r fPho 4 3-A-tW//14.4--S a. Date Wanted:X- 5."" 40 p.m:. Request hAtyt e No: , 6,)..26:5--- a, / ElApproved per applicable codes. Corrections required prior to apprdy:a?A"' COMMENTS: G\I,P� S'1 } I ab chISi)f _ 1.)c) CO11C,PkrVI > Inspector( ,W.9 Date: S- 3 - Di -) El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 0 INSPECTION NO. INSPECTION RECORD Retain a copy with permit (23-/2.S CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERM 206)431-3670 Project: MOS Type of Inspection: (7 /t/G,ee Address:/� (/� � //``��-'' A �L /�S-�"rte. - /•-' Date Calleedd �/ / r-20! fJA Special Instructions: if1 /,G�c� ©��� C� 14/4.. y 5 bzviV< /NS /434, L Date Want d -� i a a _ , .. Requester: MA -Tr - A -T -`/ P one No: ElApproved per applicable codes. Corrections required prior to approve COMMENTS: 64 J $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be DatL/ 7 — U paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 ProjectType +.) C' of Inspection: le"WA1 Nom? K Address: O it)ss� 1---T� -- Date Called: `1 1 _ Z d 7 Special Instructions: Date Wanted:� 1-1 -7 is- °LI a.m. p.m. Requester: vcrrr ..1_4.),:_r A ri Phone No: -0(# Z .5s - 3 `'71 -t. `®,Approved per applicable codes. Corrections required prior to approval. COMMENTS: ..1_4.),:_r A ri -t. , vY \A\` (A -V-1 CD 0-1.A.0 C -Cr 0 cJ _- L Lt —z 7-4'7— A-A"-ep .FF.. ,, ector: Datq: 47.00 REINSPECTION FEE REQUIRED. P for to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100 Cali to schedule reinspection. R Eeipt No.: 7 Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERM T ( 06)431-3670 P(o' ct: tts, Type of Inspection: { n q 4 �Al -,o Pit Ad fess: Datil Called: Special Instructions: Date Wanted: i /Li I� 4�y,�� Requester:��r�J! Phone VUc — QS5 ce7i Approved per applicable codes. Corrections required prior to approval. COMMENTS: () P__-. co _Q 1.-carP/ t 2, c le -5T- w - l ( — A. ip p 2(ilc C!) 1-... -- 1- NIS I A t 4._ S I i A 1= `r- cc.J i c/ / ► S -4 L .(2 ` 4-- /-`7 S-1-6 ra. 514 4----14,k)11 (1 1c4 L►, A p pveve Inspe,41. ■I Date; $ • 7.00 REINSPECTION EE REQUIRED/rior to inspection, fee must be aid at 6300 Southcente Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 52 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit 5-14 PE NO. (206)431-3670 Pr )' , f} Typ oflnspectipn: Add r s : CDO --r- t 1, a Date Clalled: (...4 p;. /04 Special Instructions: ()pt./LA -70Loi Yl7t"- Date Wanted: // rff�l �.m (D? v `r-rrf` Requester: 1 t Phone No: nApproved per applicable codes. ElCorrections required prior to approval. 2 COMMENTS: )' , f} Date: L' _)-1-01-1 (A Ai$- MCA S 4,5_1_ \cif, 0 in S �-{� 1 Ali ti -Pr k ".).1 c1 tc` I vo ,oi-o c, CG c 1 - if IV0 ('n ►n c 1' Inspector: � )' , f} Date: L' _)-1-01-1 ri $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (206)431-3670 Pr.ortz. . / ,9Y -Z" FAS Type of I spection: Wail/f (1c k,A )Cil Address: SOO TO e 2 ,71 EV Date Called: 4/l qi /U 3 3.•._.) Special Instructions: Date Wanted: ..!/2 o/a3 a.m. Requester: ) Phone No: auto- 2ss 3 &7/ ElApproved per applicable codes. IRCorrections required prior to approval. COM M ENTS:1 '1.) L'V'Ov-e. 0141\ Inr'vi r) ,tet k,A )Cil ' C4 "N)— 1 cf),l''1rr�t t S'tc r v 1A;e 3.•._.) Sec if, Y .e ,9-\ -~P •p.G�. 5" \ u O` tAj at, `e q' 5 r 0 V\ (V -Ce. \Oat,t1 0.0,l 0\,ve(A i. - Y°v-cLia-P(�-. \rei�,►., G • 1 L ...;-\--c:‘ f t,c1Cn \ '(5G rkc_t v{ Lo v-49 1 1 GiJ CA_ r/� . y\-0 e s L 4' ✓NUJ 11! 1 -1-f i f. av\r _ r ov\ Oro( 161.E ct An\'v f.1 t 1 rN, 1-1 ( rt S r c `, q' 1.. ir\s pecAtite• a we Id ', f, rj v\04 PS '1({V\ w\, CO'\-CfivA./ nri- v e .-\-ti rc S-Ar-;t r` lK) 42 11 (Alen1 \ s ren . ' .\.. t I i tt �-. �•e , vv(� f, -0 e (a rtri r Y' CCn r1 \n or •P COJe r Inspectors 3a Date: 1I --0)•o .. O1-1 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 50 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (206)431-3670 Pro t: Typ f Ins elctio'n:,'f ' Aold ess:_ 1 '°'&-5 Li b T: ,..6. Dates C Iled: Special Instructions: 0 p 8,,, rhaeeino-, Date Wanted: �f /� lam/ `i ....gtA Requester: Phone No: 910(4? ,^ 2sS"'R(ot1 ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: 11) ccavlr��� \.10 0 � ,�, .� \-0 Inspector:) Date: L,_ 1)L) n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit DO3- Ia CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PEAT N V 206)431-3670 Pro•ec . : Type of •...'.) VI c Ve Inspection:� 1900 V M. i A( YVI2N‘‘ A -Q. Address: .rte }O0 ,Tue, .iL t c:' -2N Date Called: r 4 j16.../0„4 0 A .S ; 4-f Special Instructions: 1L �) u (RA— y ".u_z.e... T,In SAii-L, Date Wanted: a.m. Requester: k Phone No: :2-0 ._-;.5- -;cam-7/ • El Approved per applicable Godes. Corrections required prior to approval. COMMENTS: -JJ) Date: Li M. i A( YVI2N‘‘ A -Q. u) i+k .i\jeA v --\-.0 (.--‘ \oil) 0 A .S ; 4-f 1 w1 \ C C' r4 y%•- • 11111 co cerrt.S , Inspector -JJ) Date: Li i (0 `04) ri $47.00 REINSPECTION FEE REQUII ED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: INSPECT ON NO. INSPECTION RECORD Retain a copy with permit OD3 Ia� CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 .) Pcgject: 5 Typecclfr,3''',i ' ..- coon: /� _ `t Address 19 O I Date Called: , i ( 3 10 ii Special Instructions: - /n �� elit„,/, Date Wanted: , i �l p.m. Requester: /�- Phor fyo:/ w ` a5.5 .,,,3 ( 7 1 riApproved per applicable codes. Corrections required prior to approval. COMMENTS: G)1J s 4 c or: � Date: /7) 2.44.4.4 Z Jr --,!49//, 1c/ ) El .00 REINSPECTION FEE EQUIRED. Priottto inspection, fee must be pal at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. 4 Rei t No.: Date: zz W —J O 0 W o J = E- WO u_ cn iI O • UJ. W W I— H IL S W Z • = oI— z INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (206)431-3670 Pro ct: rts Type of Inspection: A *psi Psi \(44`Va n S,`i-f. Address: Date C Ileal d 41/.57 /0 1.4 Special Instructions: —7 6,_ ,,1 , pO t ,, fPh 0/14/(4(12''o? Date Wanted: , r A �-fj (1 c -j/ /0 �p.m. � p.m. Requester: {L e No: --DS- -3b,-)7/ Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: 1 Mfi�h Mark JCAP W *psi Psi \(44`Va n S,`i-f. w\()`40 S Cry,51- A)0 cn>ncerls Inspector Ajeos Date: Li_ OL� ID $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee.must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (206)431-3670 Project: O ft S Type of ,2.Inspectiopn:• Sc a' X -- (eykixAvie Adre3s:SpOs J—' oh S 4--c Dat Called: (1)C)(4- �La:m. Special Instructions: PZ) € 11/14eATec42--- '' 1 p ..7--, . Date Wanted: f- f (o`f , Requester: �f 0-4 Phone No: 2061-4aS5 3 /I ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: ViGy P 4, 4--P. 1 ci oh S 4--c Inspectors Date: Li 8.00 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit p&--pY (206)431-3670 Project Nt0rk N i c ►-;,1_,. (..);,►-N Mc4\i" \-•e. - c(1° aye i'l n Type of Inspectio' I/L)./,7 ..{,-' ("))../V3 4 Address: Mr) fOvIrPV+15 Date Coifed:. Special Instructions: • 0 04 te fA}7A ' levii Date Wanted: 1 z a.m. il /�Q7 ;'13.111, Requester: i i Phone No: Y 7.° (.). - " 5'5J.cla 7 / Approved per applicable codes. Corrections required prior to approval. COMMENTS: Nt0rk N i c ►-;,1_,. (..);,►-N Mc4\i" \-•e. - c(1° aye i'l sgwe\,0, ,,, c. -1 -- Mr) fOvIrPV+15 Inspector. -,a„„)t Date: s_a�� $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: LH' INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (206)431-3670 Project: p 05 Type of Inspection: A dress:I. /7hVU /1.14 WO );jf/ Date ailed: 41-1-041 Special Instructions: Date Wanted: /a 1 - 2 —0 :m: - Requester: Phone No: Zolr -Z% -3t77/ Approved per applicable codes. Corrections required prior to approval. COMMENTS: fiCA .--1-4).(4 lra1 nk s, 4 I\lO rOt\('PV!'1 inspec?or: Date: ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No.: Date: 3 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206 431-3670 Rrtis Type...of Inspection: -) ' 40,e7:14 - .44-cAzie Acl)r 7- e / , 0 J--) , Date Called: -, 1_, / 21:;) /0<'ll JOY k..,::. 0 Special Instructions: Kc7. „,, ,„ .4 D vh,, Q,,,,a,M /1/Laitie49-- Date Wanted: /0 Li la.31n.„., P.m. Requester: - 1 cf.t......„ Phone No: _. 2L) t•<- -"VO - k)5gc -...) EIApproved per applicable codes. Corrections required prior to approval. COMMENTS: . . el ir)- *-P \0\ 6 (Th Si -I-de ,$-+ Z:,‘ .4/ Vs. ;,:-;it'•:,i 'k..) %....) V'', .. e . t , - . (,..... t/i.., A -.:- .' • '''''r(1',',/ / ..• 4.„.•••• ' „ : - 3 1 t i „..)' l''. ' ' . '.1-4-- , ., . ,.. ... ./1 • 4 '• - --/- 1. :?'• A ,, , , .. .-....., J1 1 / '.• / . ..'. --•i.-. ,/ ''""" '.'. / 'k`.. • ‘\....;...k.,j. ,,i "••,-..' ) k, , .;' . A.' ''''.;«'`, ,,, r i • ; .: , i. : . ..,./- -- • - . , :,..::, 0. , . • .i„.1 ,' . : {:,.,,,,, ..,,.- .,..., .: - 2 , b..,..,i. is ,,:,1 .,. , .• --"' V I ''' % ".1 ; ', ''''' ' .' i • ;j: i i "...., t ,...s. . .,„ Inspecto6 Date: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Vig gfat ,i4g.aatat4.,441:„ •tt • 11'— Z O 0 0 0 (OW W I 0 LL, w 0 u.. < 1- Lam Z UJ I— 0 Z w n 0 0- O I - LU I 0 LL- 0 di to o 1- z INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Bivd., #100, Tukwila, WA 98188 (2 PERMI N 6)431-3670 Proje f"' Typ of I ection: ) Ad �r0,500 r 1 � Date C Iled: / /� 1 l.� (--/ Special Instructions: )0_ e Date Wanted: `� • an.. er,I*Phone Requester: 4 No: EiApproved per applicable codes. El Corrections required prior to approval. COMMENTS: � vk (1 inR/(•(Rk" � e s I .tom --(U1/ *L-1../7 Date: 7- a (7--- oc/ $4 .00 REINSPECTION F E REQUIRED.4rior to inspection, fee must be Id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION -. 6300 Sou cr 81 d., #l90 4ul,wiIa WA,8 �026) -3670 �I I P. •ect: Y i 1— -i-i'''.4 `I t C L'r 1 ») $ St, , , /,., y• Tj/p .?fln'dpection: 1 �n41(' IV • ' A dr -ss: / �a5�{/� .5 c • (-f�ci.frkil Date Called: ijC) .'D f 06 \-e WI s Speecial Instructions: -U0 ,2 9a't r�. ,. Date Wanted:�a, /o 4 p,/ p.m. Requester:.- ' VilaT Phone N aApproved per applicable codes. Corrections required prior to approval. COMMENTS: 4 l'Ank A V \CT) f. kfLe (A) i si-1\ i M Ca .os �-P 0.-- (cit.) p Q 2_.) I 1- ijC) .'D f 06 \-e WI s i SCA VI^.111 I4'4 r04 Inspectors )?.....5.. n Q A.() A/J4)– Date: p Q 2_.) I 1- $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit 1)03-Izg CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PE NO4 44.1 1-3670 Pro'e t: s Typ f In pettion: ` , '---' ire -k — C-6/4,CJ Address:Date T.) I. ailed: 3 IlLeI D H ,, �� Spex..590 cial IInstructions: `00 IP' Date Wanted; �j t7 0� km..II -m: Reques : .� ti Pho No: r 6, 1/4,-\-. Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: M tay_S *--\-ci .SA 66 0 YN. ,, �� 11 i Skfl0r cn/Gti1 " r 30 0 f.v... r 6, 1/4,-\-. l vo :)(0\D,,PtrnS N Inspector: < c C Ofw-01;- ' Date:. 1 YOB\ r7 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: 39 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit -; (206)431-3670 Finn ____. Type of ns ection: S CA CO t/rA'Aoa Ad r s: ) Date C Iled: Li Spetial Instructions. v t!��/ Date Wanted. a.m. Requester, 1 Ph ). No. `.f v(Q — 551�� — 7/ Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: ccVIA p\P f n JUT C t) v\ r 49 r t3 nspectcf:-?ij - VC12.A4,..94-11" Date: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: MilliareftwaSlosokiMONgUr qi,§15stkialtaAtia 1111111111110 V 6.2 tit 38 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit o3-\Dea Project:_., Type of Inspection: R(}�r trit I (()Inr ire, Address: Date Called• .3—a— 0L1 0-SOO 1 1•' Special Instructions: Date Wanted: m Requester: ljta Phone No: ElApproved per applicable codes. ElCorrections required prior to approval. COMMENTS: MG\ce 410s \G10 ('?A Sl4c. Aio rOtr\rfrh5 Saw.p(eS rrA4i--- Inspector.' __Vro it�v�-x r Date: ),71-0J-1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: 3-1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 31-3670 1))3.- xg_ Praiect; C Type of Inspection:„ • Address: l >s / 1-1 1 V / Date ailed: r ”" 1/ O J o I Special Instructions: f0 / c A p wA , rICLA,(/ Date Wanted:---, �, p.m. Requester: Phone No: •DS4- —3(Q 7l EApproved per applicable codes. ElCorrections required prior to approval. COMMENTS: tilas.vo s 1, ij 6) • (r)l--) \-e,N Inspecto Date: 3- OL—.) $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: 34 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 431-3670 Pr ect:. j.s. Approved per applicable codes. El Corrections required prior to approval. COMMENTS: a�l� S -csl G N I-) Inspector: C ` :;j Date: .5' .. -041 04/ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Date: Receipt No.: Type-ofln{spect�iro�: filz• ( 14.0.Q,A; Add els p , a Date Oiled: 7 4 ...., 0 Special Instructions: fID VA Q 46 CZf Date Wanted: Requester• 4 Phone o: 5-3(421/ Approved per applicable codes. El Corrections required prior to approval. COMMENTS: a�l� S -csl G N I-) Inspector: C ` :;j Date: .5' .. -041 04/ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Date: Receipt No.: 35 - INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit IA PER (206)431-3670 Prpjecit: 0 n- . TyRe.of Inspection:,' /3 • .:429.,A ay-- / 17NA/A iik Address: ..., ,—, Mool-P__ --!---9....S-A , Date ealled: ,.... / Special Instructions: PP(A4._ ... / 2:30 (111-fiA4'eS— . Date Wanted: (si a.m. L-33 _..... _ Requester: I , rtlitev0 • (Mai Phone' No: 2_0i Approved per applicable codes. Corrections required prior to approval. COMMENTS: ' C4 r \C- \)\ C Br\ • • u Mool-P__ --!---9....S-A ,,,,- k.)0 C DyNc e‘rn s vv -.0 r c, C aci--- i Inspector Date: Ei $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: tv,,,stii,Jeskei4..,..atRi.:1; alscs40.4..iatouomuk.,....4. • • „ 3 z 2LLI 6 M —.I O 0 (0 C3 W W —J LL • LL w 0 2 g ° 11-1 Z I— 0 Z w O (1)- O I— W w I 0 LIJ — 0 Z C° I= I O I- • 1 4-1 INSPECTION INSPECTION NO. INSPECTION RECORD Retain a copy with permit rl� CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Pjr-o ct: yt Ty{e,of Inspectioni,, • c.f"...k/ G4inzA‘* AddMe D —1-111.E. Date called: //- ( o `'r Special Instructions: Date Wanted: -710t-11p.m. .19v(4.4.. (t) /Y7CJACe9 Request 4.,f ( a?" � Phoneo. -5/fi(St 1 ;2C-5 —2.171 Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: NIC1f5 --PS1 1u(0 n0 c; -1-f. i !VU Co)"r -PV ►•t Inspector( �) ) Date: 2—) OL) $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 33 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit Project: Type of Inspection: • HO\IP,-, si \ CJO (WI Address: ?SOD T; /.),:./4A. ,_4.s�-. /•�' Date Called: / --/7-0 / MO COirvervl Special Instructions: .64 /� e� Date Wanted: G a.m. Requester: Phone No: .� '()- .-'-s' r- 5'6, 7/ Approved per applicable codes. Corrections required prior to approval. COMMENTS: HO\IP,-, si \ CJO (WI 5 I 4--e MO COirvervl Sovor)i-ps 06 s..l I Inspector:l �j)..) Date: 02— /g -..L,/ ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 7 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PER ( 0 4 1=3670 Typeof Inspection:7ift \ C.1g,X —r %pt/A O. Ad ress: �'YOc) �� / r Date Calle /7.10' Special Instructions: /� `( � p T Date Wanted: a.m. /� {. �p-m. t 1 Requester: f r - ouae,i Phone No: r Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: .�--�- . V I sp' tor: 4 00 REINSPECTION FEE R QUIRED. Prj. r to inspection, fee must be pais at 6300 Southcenter BIv- ., Suite 100:Call to schedule reinspection. Re'ei• No.: Date: 3: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit Ae4e/ DD3w; PER 206)431-3670 P ett: ( J \ Type, of IInnspection• L \i ANP P - ChI p -( Addres 0 rr(,0, Date palled: ally Special Ing ructions: po i ,, /(//� el 76,-)7724/ )071,64.4.4 � Date Wanted: 3 0r a. Requester ��.,e j PhonN : lj - . "2(e7r Approved per applicable codes. DICorrections required prior to approval. COMMENTS: Oma► c fin,} Inspector�� Date: 2_ i 3_0 LI $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 30 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 D PTp t ldj tA OA MC—VS(4k W '‘c\-\ Tyr of Insp n: c; �• ��/���� A ss: Jho C0-v•c,P v vx S Date Called: 1 (/ ex/ Special Instructions: e7ail/ TaM'zq Date Wanted:""m. 1 '30lex.1 Pm Reque/s�er:,, i .... one No• Phvtfe-- c fs 3(.07i< Approved per applicable codes. El Corrections required prior to approval. COMMENTS: tA OA MC—VS(4k W '‘c\-\ MCAr-, , ;'P 54 L(-4\ c) v. Si4-P Jho C0-v•c,P v vx S Inspector: Date: 1` ID $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERM (206)431-3670 ProD Type of Inspection_: ] lA 1� ll { Ai Ad ros: O , , 6, Date Chile 0 014 Special Instructions: . 0 ( Q j �-- ()LA, rAna/i/d44/ Date q/ j., / 2. p r..... Request�1r":� J L. Phone No: 73 / 057 ElApproved per applicable codes. El Corrections required prior to approval. COMMENTS: c'Y1 o e tM., k , Date: % / r � r� L El $4 .00 r INSPECTION FEE REQ IRED. Pr or to inspection, fee must be pai 5,6300 Southcenter Blvd., uite 100. CaII to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain'a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION .( <A 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 t# 3-- 2,11, Pro ct: US SSilPCrCe^da4)64)-7-E Type of Inspection: Nvari til cS,r;C42, LA i'A-IA Address:/j 425? z 7—AAA �a 't Date Called: j—/5 —DV _.---. Special Insstttrructions: 7/41 .,44/e.- rivi,+) /K Date Wanted:: .�a.n„�,. Requester . Ph�n.�6�A')73‘,2 )73 �S7 7 IApproved per applicable codes. Corrections required prior to approval. COMMENTS: Nvari til cS,r;C42, LA i'A-IA - MCA\."., Tom - L� O n S i +e 1 ,. No ConrQirn_ • Inspector. Date: + u L) $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: 2:2 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)4 1-3670 Project: £ 2r/A — s 7 7 -z -e Zi&ot Type.of Inspection: iv-e-40 “., eei/., eirr >1,1- - , 4./4/ J)7 Address: / 2 500 7 -2/,, ..1,v). 6t. Date Called: die if: t..d. Al 4... , ) I d ..ti C..„ / .., Pv- i -_,- v-tc/-e-4476 Special Instructions: P1,9 //‘., e J.C, et) • .., , 3 ii/c, 4e7 /di--. ..W44/c__, Date Wanted: /ea_ — 3 / — c5-3. a.m. p.m. Requester: /),kier Ph_gne No:, (.0206\ )30 —GS 7 Approved per applicable codes. ccitrections required prior to approval. COMMENTS: stO , - /--(1/.." /,%) €4,0 -•e--,f",,/ 4., --ed ,>,,e,,,, ,--,-,,,.1 -50/174e:,/t-e i Ize/ ' (4,, ,,,/,-- ,L,--, /..,:.0,,- 64-1 “., eei/., eirr >1,1- - , 4./4/ J)7 pc i4 -i( /14,-_ Le, 1 lia-ie-efe 4 c e /./45,,e, ,<a(--, _,0• , /)7 '&4 1.--eo./..001,- die if: t..d. Al 4... , ) I d ..ti C..„ / .., Pv- i -_,- v-tc/-e-4476 pw 7,0"Ar P1,9 //‘., e J.C, et) • .., , 3 ii/c, 4e7 /di--. ..W44/c__, Me Ali. , 4 /Ai .--)2e.e "‚1 sdo d c/zi,7,1 W c.// .c,frovetz, )? c .- 4 pectolo 4.41 /44 L�'' Date: $47. REINSPQ11ON FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection/ Receipt No.: Date: „ ''-wAiiiti,41aotiso;Www4,141- z < • Z Ce 2 6 -J O 0 • ° U.1 WI -J Lu oLL.g < co ° I— ILI Z 1-0 Z LU uj 2 0 • 0 0- O I- 1 r.• c• 5 id o - P O 1- z INSPECTION RECORD Retain a copy with permit INSPECTI N NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 P ject: .S-- SPA., "t LF Z, S `' Type of Inspection: 0 ern/(7e 7e Pyr /Z- ZAddress: Address: / 0 i)i/c_%Iu) 6'L Date Called: /a-30'0? Special Instructions: 4. .,.?o6 Date Wanted: /v_--3/--6 a.m. p.m. Requester: hone No.,. 730 —6 s 78 Approved per applicable codes. `.Corrections required prior to approval. COMMENTS: c_ S,-C-(1Z€,4f h -v 7—e"rdy5 n pectora 4.." 44•,) $47.00 REiNSPECTIOd FL REQUIRED. Prior to inspection, fee must be Br paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Date: L,a-4 (A) 1 a 3 -0 \ Receipt No.: Date: )14.Vn 444 14,4r,fibiL INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit -i28 (206)431-3670. Project: '''jj11 1 n j Type of Inspection:/ •h Address: I z S coo `rz,_ k_ 0 I I << I.v\T ru. L Date Called: r z- R- - b --� cu.,,- Special Instructions: .---:\--)0 (-1/4. r % ...•C) e:, .rr\ . /.1,--\,.l LLS - O-(; 4 t r.` 0 IA- S LL Date Wanted: ! ` b ,a.m. p.m. Requester:t \'Ci. ,) Q__. L 6-.,, t.,...1 Phone No: 7 ?)0 - (1. 5 v Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0 c)i- --� cu.,,- - Rose lie 1-r" I WY;-24ievGo % Date: 5 47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No.: Date: C9j INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 '(206)431-3670 PERM T Project., /)lf5 -,5- -4.77zE. Type of Inspection: 144/ ('o i fVr r7 Address: D/..57- 57)0 ,< , Tz . / 7u Date Called: /9/3 // Special Instruction :--•-1 Date Wanted: a. . Requi›,a_e___ Pti.ofle a(*j7 7s o - ?�l� f ❑Approved per applicable codes. COMMENTS: Corrections required prior to approval. Date: • 7.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be laid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 01:444 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (206)431-3670 l� Project: ---)I-I `�. .-:..E.c-l.CL...1\S i . Cot. Type of Inspection: • : :_ • C--(-)/-`.(-)', ' (.. . Address: L 1 l s oo �l,_� ik l L T 1 tti ` L Date Called: l 4" 1 (L.- o n.p�, (,v\ s t -e Special Instructions: 4--)0 �•} (DLLi'� C iZ ' �'0 i4 2S ;�.s--tIINC ' Date Wanted: I Z - I-1- 0> a.m. (p.m. Requester: 6�U l_�.v.�:,.? 5 Phone�1 N_o: U ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: ll Cyt CI ntrl/ I Ir tCIA° l.vi-4'L Te N''' LGA n.p�, (,v\ s t -e /Oo (o1/\('-P'1'h 5 Jc vv jLP S CGS`' Date: i� El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z W re JU 00 to 0 J = �LL w0 u_ cod =w Z F. 1--0 W W oI- W W Hr- U.Z w U= 0~ Z INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (206)431-3670 Proltrw Date: 1,2_16_0...s Inspection:_, f Inspection, fi Typ\24'" f - _r 16, Date Caj e _ '15 i i Special Instructions: (0 1/A {) -. _ illa-`am. AV Date Wanted: �1 ,� 1 !fiii ete /V 0 ? . m Requ3t r: PhonNliC'72v Ln s 72 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: lnL ()IA si`� C vt Inspect . - Date: 1,2_16_0...s $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: H 5 Ty of Inspection: A 1, l.ii /vv Address: ') -co T-2 (,A.. Date C Ileld:: 1\ 1It Special Instructions:'�Date o"iq2 t Q.. Wanted(te,p Request : Phone No: 2.0 & — --T—Wo -(195-7e Approved per applicable codes. Corrections required prior to approval. COMMENTS: -A)Ciuv- tkrC( b-proo 5-p n 41 t nor Go -e ct`f - P �' Inspecto(\&k.S-jct.,Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit Do3-0 Q CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: / T peg of Inspectionf: /I f, Ad r ss: s771 c9 --N 1 d Dar Called: 3 Speaa Instructions: %�, Gi ��� Date Wanted: /70 /2./7'a Requester: Phont N'o: -0t.7- -10° —14;610 Approved per applicable codes. Corrections required prior to approval. COMMENTS: (-1AAcA-c , -e,-----------t c.e ��l T ( c9 --N 1 d .. ) .% .\ ns ector: a � I CAA_ c it 47.00 REINSPECTION FEE REQUIRED. prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule.reinspection. ,-1Receipt No.: Date: ///2d/z�3 Date: • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (206)431-3670 Proj t: �� Typ f Inspection: / ,, p (-/1 — 60// �C%,l Address: ; .c)vo T,I , Q Date C fled: 7((12/03 Special Instructions: f) 011--1\ P 1 4-41,1 YVL 4/4/1e4— Date Wanted: °.3 ( ! 1 p.m. Reque er: 1 1 Phop45 ElApproved per applicable codes. El Corrections required prior to approval. COMMENTS:�} 6 PdU �_ 00,.. . c� sc ( 4:.' ,---:"D 7 \ nsp Date:/ 7.00 REINSPECTION- EE REQUIRE Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: it.�riai3iY IR INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 INSPECTION RECORD Retain a copy with permit Proj ct: � ....4Jo_Date: tIS Ty of�spection,: n_ - //..��XX —60,4c Ad re 5gi) i ,f , •Date Date ailed: 1 / ) 2.1 03 ( Special Instructions: f 5, tiejt. Q).,KL ityve/beie),, Wanted: 11 i 14 103 p.m. Requeste•1 L 62/Git Pho a No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: QV, si / 30 c' (11,\C lr s Inspector ....4Jo_Date: tIS $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project. .. Type of Inspection: Spec lc( cla �Ov1CYe't Address:`3 1- 12SOC) , Date Called: VV 11 ` IC) ---Cl Special Instructions: Date Wanted: �\10-03 t,;.P•. ,• Requester:--- LciV1 ci Phone No: (A-- 736-10,S -7 Approved per applicable codes. Corrections required prior to approval. C COMMENTS: "la'4.e% 4p.o lob Oh std Y pour }Jc c) h -P'sem S Inspect6r, Date: I I _ � U-- $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at $300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: 1' INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMI CITY OF TUKWILA BUILDING DIVISION 6300. Southcenter Blvd., #100, Tukwila, WA 98188 i.NO� 06)431-3670 Rr ect: i C JL)"....Vaiv‘,..,e Type of Inspection:,, -0.7s, Add ess: � , Date Iled: 1x`30/03 Special Instructions: o °t , 1 az'V Date Wanted: 1 I _ 103 Ca.i-ii,.., pari. Requester: 1� �Z 1V l - Approved per applicable codes. EJCorrections required prior to approval. COMMENTS: (1-e Wi*[el MCA \I i -PC\ <<A1 011 .Sl 4k) C 10 V vl ti Inspectors ti JL)"....Vaiv‘,..,e Date: 11 -0.7s, $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at $300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: x..,41.::... INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300.Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 eo - Project s Type of nspection _ <1 Adres • Date Ca lea:` j DI a? Special Instructions: Date Wanted: ► a.m. I1)ii10„ Es. Requester: t )t`�.i� 14 1 •eQ4 Phone No:' .I ao Ci2 --1 ° o -LoS 7 R Approved per applicable codes. EICorrections required prior to approval. COMMENTS: L'v A hasP a tor: , a-s^"..1z-,„ I Jct Date: /y% fF7.00 REINSPECTIO4 FEE REQUIRED!Prior to inspection, fee must be aid at b300 Southce ter Blvd., Suite 100. Call to schedule reinspection. REeipt No.: Date: " ;ia INSPECTION NO. 'CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.; #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (206)431-3670 Prot5: 1�j1„ Tyof Inspect: ca ( A Address. ,� c00 .T1 1 1 g, Date ailed• JO a o.� Special Instructions: .. 1)4V.Ak. ��� �Z✓t�► 1 Date Wanted . )1)Iii /D3 (da... p.m. Requ er: f 1.~G... Phone �s5 6) Approved per applicable codes. El Corrections required prior to approval. COMMENTS:. L'VV \..("4_ ...2-j d""\. • Insp c r: Date: w 4 .00`REINSPECTION 'FEE REQUIRED( Prior to inspection, fee must be Id at 300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: r - W INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 94188 (206)431-3670 Project.IA\ s Ty of Inspection: & &t 1i) vvt\ -P 't n‘ Lu re . _ r ; a-\ 0 `F- Adlress• i)To TT 1 Date Called: \0-)0- o� I Geo-tov'rnt C.v�a %,,An,,r\c,..,-t`-S Q1n�i Yr;rOF- Special I/nsst/ruuctions:'n/� '' 9 :00 A r ► t Date. Wanted: l \b d-0 03 �-�_. p.m. Requester: 1 _ \tG(pWkc 04'C 1 `2 1) (ova f t• -e 4e _\)r , S�1 r -eSS 1 hc! , Phone No: -•Oki)- TY)" 1.9S -Tic Approved per applicable codes. Corrections required prior to approval. COMMENTS: ,440 .e p s ctl --)re — ---7ssi- --kev.c; Din & &t 1i) vvt\ -P 't n‘ Lu re . _ r ; a-\ 0 `F- l 1 c. L (A -,16. A (Ai 'tf ��.._.vv s 1)oc .t,, ,, PICA \ e k �""�` C �4 1 t I i `P� �Cnj �,11•ar 1 a 1,hcs c v ._ - P\ I Geo-tov'rnt C.v�a %,,An,,r\c,..,-t`-S Q1n�i Yr;rOF- or , -1 f VC'�4 r�If\ LA \ n D`%r S /kilGlAr4Cr; (-Ow I! -e ,..i e W1.4C i hr. r Uvt-t• ve r `-GJ Ci-P..e.. t i l 1 V t r((oV\4i,rpt -fry. . 4•P\1‘l -e'A r-.0‘0(),Q\G(�PIlYl.etht� )1- \tG(pWkc 04'C 1 `2 1) (ova f t• -e 4e _\)r , S�1 r -eSS 1 hc! , 1 1 t,A- i v cam' v^J (44 (1A ! rr. 1/1A -ti +110 el, S 1 I Inspector: Date: 1 o— —0Th $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100..CaIl to schedule reinspection. Receipt No.: Date: 13 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 P 'ect: Type of Inspection: [1 I t1 ,--0-, A dr ss: Date C Il�ed: / IDp-i(b-s �. _ 1 DO !,I.Q, Specia . nsstr(uc�tioons: ,� �€, 1�'7 VVICW/162-' Date Wanted: ) o)7/r 3 �d m; p.m. RegUe� er: k l.� /I 1`Yrs. V i (� L"G��LL.1� Phone No: U Approved per applicable codes. Corrections required prior to approval. COMMENTS: MO vle 1 ( CR ri(-P I t1 ,--0-, Mcik) loc. --t-e 0- I, t.-, no SI .hC) CCv1rY t(0 c InspectorC. f ( - n �_"�1%/W�' Date: � O $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Si K.aawu++f i1 1Z_ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Do3 - j: 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Pr ect: Type_,of Inspection. • ,(ira — C 14 (AZH Add ess `�^� ( l lcInJsVu�c�tio Date Chllea: )72"1 S Instructions: p n f9014A, 6 i ! sa tvL:m Date Wanted: 1 a,m,, � Pho No: I- Ce -7)0'0578 EIApproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: un.Acuie,, ! Lam(D Spector: Date: $47.00 REINSPECTION FEE REQUIRED. Prig to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: ._ ._,....u... 6:2'iklaki. 4g4t INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: Type oHispection: • Address: Date Called: Sec al Instructions: PObl-A.,•r � n/1-0, ,- + u''yyl( Date Wanted: r;'1 2 /( 03 p.m. f Requestet /i. /—a2-12/..? L. Phoney No:/ .� �_ �(; f c4 ` ! i o - L5 111 i/�i ti ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: d1c •✓ o +q-oo e.<< <O tLi eGc' ^ .t r: Date: 7 00 REINSPECTION FE REQUIRED. Py(or to inspection, fee must be i at 6300 Southcenter B vd., Suite 10(i. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION D 7-1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Pro'ect: Type_.of Inspection: • Address:Date y�5ac�. i. ailed: 1 v 1 I.Z 1 DS Special Instructions: (/' FD 1'r� 0 - Date Wanted: {a,Tmi„ J DJi '2' ()" p.m. Requester: IC,ki) ‘(61 Lctr Phone No: J lace— 73D-L,57R Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: oO Yin vc V' AI W Inspector: ,L- X2-t_ � {} ISI t Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION , 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Poi -/29 Projlc Typ of Inspection: (fAIA/_//am� G/2 -G2' (_ Address: 0 72 ili,z./Ae,Called: ��G /o/w70 5 Special Instructions: igd 10-4n Date Wanted: rf �'G(-a • /(.. //076 a.m. Requester P iekVS Phone ( c7067:30— 4-5- 7 ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: i e -s / e -i ? C �%1� 5r.f.f ector: Gam`-L'`,� Date: � a /, 4/0_3 /03 t REQUIRED. Pri r to inspection, fee must be - , -".. -11 --- - -I -- J- I- -----------• - $ 0 REINSPECTION FE . e... ter. n -_-.L ----`--- ..., ., .+w.�.. . vv. . Rec'Ot No.: Date: 350 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Projec . S Typ of Inspection: DIf�(�" A dress: 2S? 7/:(/<, civ rr Date Called: /0 ---/---/.?�- 03 Special Instructions: , ae) �%/fJ�,/�� % j / 4482 Date Wanted: // a.m. 0 —/' —0 3 p.m. itequ: 7),i,,,e_ /ki .4-Y5 Phone (2O,� )730 6S-74 p oved per applicable codes. Corrections required prior to approval. COMMENTS: A-7' 1 L t/Yl C Ud/ 'I & 6i -N1 s , +C Xovv -> V, I IL` nspe to , I ! _ - _�, �/''' Date: Gth./ j $ • .00 REINSPECTION F E REQUIRED rior to inspection, fee must be p. id at 6300 Southcenter Ivd., Suite 1 0. Cali to schedule reinspection. Re • pt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit Q�U3=ia8 (206)431-3670 Pr t:Ty 3e'o f Inspection: • G-1 Cdr Ad r s: 0 r.i Q I • Date Caped: 1 Df/o 3 Special Instructions: e 7 (.3 0 pijU4 dif `4.. Date Wanted: / 0 07 03 1 l Requeste (.3 is j i_ Phone No. /2,0 '' -730 -10 572 Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: .r• MrA \tp L0/4 0 S Inspectof V674.1_,Q Date: 10_10_ Ei S47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Z Retain a copy with permit -� r , • INSPECTION NO. PERMIT NO. ! CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 ProJtt• Type of Inspection: Dp Addre s:Date g oo �.1. Called: 10 ?/o,� Spe�ial Instructions: l (�. � �(�{� Date Wanted: 1° 1 P.m. Request r: Phone No: 20Ce ' 73o - L/ 7 ? Approved per applicable.codes. ElCorrections required prior to approval. COMMENTS: .00 REINSPECTION FEE REQUIRED. Pri id at 1300 Southcenter Blvd., Suite 100. R:feipt No.: Date: i4c r to inspection, fee must be all to schedule reinspection. Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT,NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Proje / Typ of Inspection: Address z2.424,Date Call d: Special instructions: H / 44-r _ ,,���J//�J '' Date WWannted:Q �' U �Gn O, .m. .m. i� Reques Phone, No:: i�CY, 732 �� go �/ ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: (Zrticte P:e5 yS ()k4 S 1 ist ‘SCperfAf) S c 1 JU cov\cei n Inspecto . / Date: 10— to—fig El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ci.i,iss•edF.a�:rl.hw�.a:t.".::.'iu:.. �,;..,�`a"�i�.lkA.u.. INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITYOF TUKWILA BUILDING DIVISION 6300.Southcenter Blvd,, #100, Tukwila, WA 98188 (206)431-3670 PERMIT Prod t:f 1' 1 Typ of Inspeec^tio%, : �i . iC 1- --- 7II Address: Date ; Special Instructions: �`au 0/6 p gA2&-z.dy Date Wanted: --,.3 a.m : -- Q3 p• Requester: 3 Pne NNo: 7.. -457'p .Approved per applicable codes. Corrections required prior to approval. COMMENTS: (( �y MQrk IilC1))1;%c -e t,,; *k M (k .p., 1-P,$) n b Ov\ s.t -1-e_ k) co rpry Jot. 1-5 rr,1.1 o 3 , Inspector - Date: /0_ ,t^ u El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ;• 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: S Type of Inspection: ..y / ?c� CtS — (C)P-7( Address: I . Ivo T . ( . • DatetCllett ' qj?//p; Special Instructions: pocAA, td g , 0 Q �q es Date Wanted: / 0/ i)o? Re uester: 1 )lis �Le..�/1 Chi Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: lN/L L✓lh Ins Date: 47.00 REINSPECTION FE EQUIRED. Prio to inspection, fee must be Blvd. Suite 100. all to schedule paid at 6300 Southcenter , S reinspection. ceipt No.: Date: 0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20.)431-3670 Prplyits. Typkof spect!on: 1 Ad e. AddII: 500 --r• ) lig' Dat led: 6260 SPe ial Instructions: foz,e4 -00 Date Wanted: 1/7,Rs....-j,„103 P'rn* (9-gsr c Requ er: ‘kfe LI'l Ilt)of Pho 00 '7D -607g Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: VYVkai .12.D \ c i .... nsp ctor: )r -v0 Daces_ 7.00 REINSPECTIONfEE REQUIRED. Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: < • 1- z 61-1 6 -J 00 (r) 0 w UJX u_ ui 0 g < 1- Lux z 0 Zi - UJ • ci) • — 0 I- li! LLI X 0 LIJZ (• 12 O 1- z we- ,-,,,,--jrp-3pfY,T_. ..},...mac--:_......_;r....-.r-rrT'-., .. ..-... INSPECTION NO. INSPECTION, RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Pr.• c Type of Ir:)rspe�e ce cia7i Acirs5)n 1 ,.-� , g . Date Called: 1 t ID Special Instructions: /j 1 7 Date Wanted: ii ���mp.m. Requester1 )41, u.c: 1.0(6-7 D — b 6 7 9 Approved per applicable codes. Corrections required prior to approval. COMMENTS: i ,c;;P)3 A -1 &,e/ /I tOlm -�\) .ety e ,,5/9.g4Cra5P6 xee 1 SiA� .0,� 1 ,, ' 4,Q Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit D03-12.0 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: tk.pt of 11omeland Security+ Type of Inspection: 1 W Ft tl Add ss: 12.500,T. I. �• Date Called: D Special Instructions: 13 \N MU' s 31{11_ eyt`ra Date Wanted: q 30_04 a.m. I ve Requester: Y2 Dot9 Phone No: 20b -730—b572 510 --7 Approved per applicable codes. Corrections required prior to approval. COMMENTS: effekerfrgi q/2R/d y (.0I& cimApArbi 0 WA M. s S IA, cr. _.CL,,r , > , cli o I 0 of OAnred'.r0 f'/ -11 (l( (IAA 1QA /1 /u AJ G4 rlf'.ki-e 1bk c �f I,�,.1i 1, q/-24 .14 T:K.S eec \l4) \ is Sn w pn ri,. -, C`rv`u4 a f%Lf C i%Z(fry t4,) r cteAAAAZ sf&L.f tiv, nft) 12.41/311' Striev NE .1. of ib C i .-.t.AtJ AP 1 Qj2c104 ,,, ?(A.,4"‘ q /M cwoi Pmt iti),)J -p(J / Inspector: 61 Date: q/2 91 _, ` El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ha) INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: D14c Type of Inspection: Address:_ Date Called: ) icw ! k 'I) ".), ( c, l Special Instructions: Date Wanted: t` a.m. p.m. Requester: ,, {{? I S rjO�11 \ c)Wk dkr1.. Phone Noi: ( Approved per applicable codes. Corrections required prior to approval. COMMENTS: tAio ttiw t_ l.tc,ti r' t :2j k, ! k 'I) ".), ( c, l 2 -.A4 t?) iiJ 0 P / ? i ir. ) q 1 1 t CA../4J, C ( 91 )1(.34, "IV.,a Welk ii -A4 Oe- -6 f L,u/ Vit1.0 ',. tka.. SQ,«A-..) CPA c a..1 Ct t 004 ii,',. 17 4' .. .44.."417)\JG»� ' It uo . t��t .+Jti...Lait �`� ie \ to -6.17' Inspector: Date: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project:Type D 14 5 of Inspection: L-44 6- 4/25/0Y MySco -/- - ),:e07 7 Address: / Z,00 r:7:6, Date Called: e/Zy/0 v aLr, , w� -�fJ 4 id, C , Special Instructions: Date Wanted: a.m. p.m. 0/2. p 9 Requester: / T'S . / c iivw1,- rid-) 0 2- 5 )16 sa-or i et44_ei Phone No:Ale Approved per applicable codes. Corrections required prior to approval. COMMENTS: 6- 4/25/0Y MySco -/- - ),:e07 7 six- k - 0 goo /0s 2. h.nwi w/' D' 0 aLr, , w� -�fJ 4 id, C , f o 5� 3.,_P 7 \yam" 72) 6 5, / 5 ci cT- /) 6e-ii3 7"./te.,0- 4)c 0X . -1(44-A --1.-1 ol rk1/4 la'/ Fid . / c iivw1,- rid-) 0 2- 5 )16 sa-or i et44_ei / z.- - 431--e-i.,,,77 -"ej Inspector: Date: 8/ZS/b t f $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 6" 461 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 103 Project: Type of Inspection: Ad ress• / 2 1'7,x, Date Called: l/zl `D Y -laid el#0,44/(t' til Special Instructions: Date Wanted: '/` 7/6 0 i a.m. p.m. Requester: i kli h /r S -4:: 1:6 "ail /I Phone No: ' .' RP >17%Ct4- ( ElApproved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: _ `/�/o ® ' e.G fon -laid el#0,44/(t' til 7 s < l- - ! _,A-4ta t""4),.[4 -S r \A...rt. 1:6 "ail /I „LA. i .' RP >17%Ct4- ( ,C4-9...,21 Ca) g ik a if..-p.� .�r - a1Kf-1 ,�.gy Ok . Inspector: Date: 7/f0/0 Y 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 INSPECTION RECORD Retain a copy with permit PERMIT NO. Prot: Type of Inspection: 71--11 Address: / 2 —cei z#5, Date Called: 780/ Special Instructions: Date Wanted: 1, / / a.m. p.m. Requester: b _ 3 � 5 L.- fi,\,4. Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: `7/ j / /ii s,9- /'5 T -.4554-',6A, 'WI di 4 -LAR fiAL... -1.--otaa, fi,\,4. i Inspector: Date: -21(/f 01 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z }_- Z 00 ND cow L11i- CO u_ Wo 2 u_ -71 = I— Wm Z� Z F- 2� p 0 co 0 I_ LO =U WZ U= O 1- Z ' tiu:�y?coq„ ka) INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 INSPECTION RECORD Retain a copy with permit -; 2-Y PERMIT NO. Proiect: 14 S Type of Inspection: L Ad ress: z 53D 7 /3 Date Called: w.21/cpy Special Instructions: bl ()(x - ft-(+ i Date Wanted: c ' (0/2-V a.m. p.m. Requester:vbi rr Phone No: Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ("iv?" cn1 Gtr r-vte pc44 Inspector: 6.0 Date: (6121/0L $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. \\CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Prc cts, Type of Inspection: 6/+-F/ y' 'C—o v`c,,T c€,1 C,P -7 A//d//ddreesss: / 2. v 7`7 Date Called: 4/2 910 f 4.. , C-40 , S.17- G /2 e---. 4 cc)„0/6. Special Instructions: s -o q �,Jyii_t-,s k.4,4 df (" Date Wanted: e9/..1 -9/D q a.m. p.m. Requester:,,� f TS 0 I/ Phone No: : ElApproved per applicable codes. SD Corrections required prior to approval. COMMENTS: 6/+-F/ y' 'C—o v`c,,T c€,1 C,P -7 i C8 e-49 / 2_ " AO C , pv e,e7T,IfF_Al Sf e4 c-5 it CdI;c y2/'7 1229/6s 7 ti 4.. , C-40 , S.17- G /2 e---. 4 cc)„0/6. k .i � f d) C ,Z 2vk-f e. ,g e. /7! is 1,„ iv G--3►7_ (J4) /6010 cis; , Inspector: G�1 Date: 672 2143 I Ej $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 404�.xf�.w�:�s� INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: i) HS i/z7/of 6e/� , J 5 t&c, Pe Type of Inspection: _/..././ olti &Jk 3'e -r. FAP L' R. ?/+ Address: J 7.5 o T Date Called: 4 2-VoylSpe cm 440,..30-.4 1 v2. ' 4ti-lAia-f"tvi ,rr, al Instructions: - /Il "A. L (A .t1 f" Date Wanted: Air' b Z � a.m. p.m. Requester iii .)/TSS Phone No: Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: i/z7/of 6e/� , J 5 t&c, Pe yd �a gsil 0�'o . 7.-41• i olti &Jk 3'e -r. FAP L' R. ?/+ /, 0 Z i2 . (& 13 AA ei tvr limo 6-7l f /?( ..s. 7 , () /7 , (iMil rf1j. j /nom • Jt . • in cm 440,..30-.4 1 v2. ' 4ti-lAia-f"tvi ,rr, l - LI I r c _* C.& Ma -t .W p) j- - /Il "A. L (A .t1 f" I ley 'l)/ (/f (K. Inspector: Date: 6(.25'73 [f ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Plat Type of Inspection: -r (+ AddC2 cid / / g j Date Called: �U � cb.v.4_ - i l lvvA- 12 . Special Instructions: p c4 -6.k Date Wanted �/ 2.5t�U! a.m. p.m. Requester: ( ) L,.(` ,..,Q C S1. -l1 A Phone No: Coh, dd / 6 y Approved per applicable codes. El Corrections required prior to approval. COMMENTS: (91)5/0 ut.5 4 tm e," Dr f,..L.Q cb.v.4_ - i l lvvA- 12 . e° C. To wtoilt. p c4 -6.k I s e G ST` '1 u- e i r , 4 6 &A-4 v lav l A , -Q-wow? o ? ( ) L,.(` ,..,Q C S1. -l1 A (Le s ci•QA tc. Coh, dd / 6 y Inspector: Date: / $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 INSPECTION RECORD Retain a copy with permit PERMIT NO. Project: A Type of Inspection: 400Mf b,- C1,1_, I l''/, V A dress Date Called: Special Instructions: je oqo 20 ctplt Date Wanted: a.m. P.m. Requester: ,)(._�{m,/ i� �fl 1uee/a/ Phone No: _ ElApproved per applicable codes. ElCorrections required prior to approval. COMMENTS: 400Mf b,- C1,1_, I l''/, V A /_I4 i G a-.41 7/ co/PSC, (Q, ikAeW el; 7'V jelf F;10 A s -EN, A fd; e -Cl/ . 11J! `�ft ? '/«/ V &11 . .J 4c-- 4 ,>I. Q) 7Iwo /105A/fel/Le.ry ,)(._�{m,/ i� �fl 1uee/a/ gdu 'r�( � ((65 _ Inspector: (7 -nu Date: /l 7/47 ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid'at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: t•t Type of Inspection: A d.5,s5 0 TU' (W •I / l 7-1-10 1 w sxj` A' r Date Called: 4/VOV _' JIF Special Instructions: ,. Date Wanted:a.m. •` p.m. Requester: _ --y� IA4 a[,"„ ti/,E .7 S% 1T Phone No: V / Approved per applicable codes. El Corrections required prior to approval. COMMENTS: t•t ,c,5L .a C. 7) (4 w p 1.V. 7i I (W •I / l 7-1-10 1 w sxj` A' r , _ U, r --�( 7,/c Getom.egg/ S o J (0 s e.._. !tsrte/ 0.4 464 -i + sl . ‘/d t...,e� c,. i-( amdik 67/zo � i'�€ 4 c 4 (JJ .61(g i)rAJJ if pf u 5-4//1.7.4e6-.51- 7----Q: Inspector: Date:64,6V El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 INSPECTION RECORD Retain a copy with permit 003- / r PERMIT NO. Pro'ec�Type ,� 4'4 2d El Approved of Inspection: ,1, Address: 00 // .5 Date Called: VC, Special Instructions: p 2, -)p.m. U" /t.)47 /r/ At /'57//v IV pi' Date Wanted: i t Ir a.m. Requester; �"_ /%d / ,C444 4 Phone No: ? JZ ,7r0 —?V2 - ❑Approved per applicable codes. Corrections required prior to approval. COMMENTS: 12y/c�� ��.r � /i/�itiX.C� Cdl✓ ddo tad Se daf;kel �S !!TlG4=e 7if.��G1,14.0i4,42(4) iLL,#-1,to,Attio.4i24/e (//(2,Li bdoicpc, JV 66_,7fai ovcv,00//xlc,4?7g-si r Inspector: Date: 572y()t $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee mList be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: hid INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 INSPECTION RECORD Retain a copy with permit PERMIT NO. Pro'ect: --,t 1)1/ S Type of Inspection: .S� Address: / Date Called: V1#0 V Special Instructions: if-- le W0 2.6 !`—/6C(7 Date Wanted: a.m. I ( (/ p.m. Requester: (c/q/ Phone No: 7R)— -7r/2 ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: •S/l i 0 7'" 1 • )3. Ag,vh i Dutch, 56 gam; ( ideutp c / 7 catiki 44 ,Sw ccAr d atie lid' d - S C4 » i aft -t4 -4;i z e_10 .. F r 7i1.49,11Fe / /�i+�¢/j -r)1 #4_ e ;,)i-/tr,i6 thc Inspector: Date: 6-111A.JV $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ligt1 '10 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION ''•6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 INSPECTION RECORD Retain a copy with permit t)03-0zY PERMIT NO. PM: Type of Inspection: cl Address Date Called: Ch7c3Y Lot ,Set.14 A6u1.J o - Special Instructions: Date Wanted: ' ( r ` a.m. p.m. Requester: ,,OduS/ .54 Q7 S Sot AJ 1 4,4, n Phone No: _ 570-1512- Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: jt'/oV iai /rrs.T j 5/ ,J ,/ r s J( z.u, 7 7b (-_‘05&,,,, Lot ,Set.14 A6u1.J o - �_Q 7l &�6 f 561 T -e) Sut-$ 0,_ kuio_el PIO-, rixiAel /A.), .r 1 ©0-oe. , 4,4,14- 0)-1._ '(- ) .2.75- S Sot AJ 1 4,4, n Ie) L'Lli j diif2—a1 4 ,lti, 11112 , Inspector: Date: 577/01 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: '" iSD INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 INSPECTION RECORD Retain a copy with permit -moi -i Z y PERMIT NO. Profit: a fi 0414- C01.LiL- hype of Inspection: • SO Address: 0 /2) "�- 7:4 Date Called: IA q., . C di..I to'`r Special Instructions: V‘1,1i Date Wanted:r i I I a.m. p.m. Requester: t Phone N 5/j. CI 7 /2 ElApproved per applicable codes. ElCorrectionsrequired prior to approval. COMMENTS:. tt // ))moi-�IC�"...rv�t �` � �- Q ��`+� �.... / 2-, cov e-Qs1_A��. 102 -Li . C di..I to'`r { c6 h -Z. c)( rte' r omvt,_ .. C if 67 i 4g 6- ci `e ,`a Lf tl ) 2" i � y f „.. t Inspector: Date: '1/letk t El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: /l()aty (5 at, Type of Inspection: f f vl —poTVII*, 1D jcb t c, __f CF1hciiU. J C� � 1 C3U 4 � Address: Date Called: 3) i/L i T)-S. -1.-1 r L o I'( %e,,,v, U Ln) VI -•P 10 1'pp ) ( Ail, ' , Special In truct: iog ,- �'o k� t �t�-i w�Gt -T. COO -c-011 n1 �. C]* w. u k-„'�� nC“ /1vte Date Wanted: 24 j v 9 - riL C oNnA w`o,..+ C cmd e (AA4 VI' S(-Q.?Are a.m. p.m. Requester: Of )lei c - _ 4 i l Z oto (NS Li i-- IAA up 6. ohi'. 4) f/raw-. Phone No: 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: r c /2 -2 -Al —poTVII*, 1D jcb t c, __f CF1hciiU. J C� � 1 C3U 4 � v - 4 T)-S. -1.-1 r L o I'( %e,,,v, U Ln) VI -•P 10 1'pp ) ( Ail, ' , } - P LL.c 1 vv- • G o- (A14-72.4 14A. a.ufr, - I, v� Vlj I. lx/ - riL C oNnA w`o,..+ C cmd e (AA4 VI' S(-Q.?Are iI f I16L4, ii .S De T -- P k vc c _ . c.,..4.- , c; owaaz - 4toAe.-- io TAKo.i WO) k' 01-0 o• .a2 4 i l Z oto (NS Li i-- IAA up 6. ohi'. 4) f/raw-. Inspector: (A) Date: JL.1,--4 �/ I ,./u �1 1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: f INSPECTION RECORD. act Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 -?_'-- .51 t�oject: A�� CrMUOType of Inspection: Sb Addt'e�ss: (7- o T 13 . Date Called: i() 5103 Special Instructions: Date Wanted: 1% I ( a.m. p.m. Requester: f)Dt(6 / Sae y 39 Phone No: _ Sgo )� I A1/4,-, %.,..,4:- 0.- c LN,,o lc) aApproved per applicable codes. OCorrections required prior to approval. COMMENTS: iiic/ Syr�l ' s CJ/ (42. (... U 39 Lr A1/4,-, %.,..,4:- 0.- c LN,,o lc) C.`A, ,'-tir7'(Sf� , 1--ise,4- G 1 (+/cam L)12 C(2)'t. < i' cam. Q3 -f.. C Q ". (z` fes. „ ce) 1 4, - r\ rA 1 q lit t 1 fr» ,9-x.,-* Inspector: Date: V(,) $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: !•Si'im'...ry Y;^ • INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 12e Project: `i _) R:., }r Type of Inspection: 6-"G AS Address: Date Called: /0/?/02)' Special Instructions: Date Wanted: // it a.m. p.m. Requester: � f I Jett ._ i (Y -t Phone No:_ ® _ 4/) `?S/-2 Approved per applicable codes. Corrections required prior to approval. COMMENTS: %/iA 3 /704,4 ct Il A-,f,-e,A 5 t ilk.•eGt� '1 5 CI J /f ii i.�1A 5, X tri Ail Till. 5 c.16 c, 12.6 /fit f /.7, , _,:7 (4; � ( ,i �-i� ? ,G�i uxe / ../..f Y u- r. P if )(; &. ..! 0 ..4,P Li. . ,v / () / ck ; C.A-1. iki 4,64..."&.' j,�n 4JfJ !� icej�. rr/ •. f Inspector: r0 Date: 1-1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 INSPECTION RECORD Retain a copy with permit ‘.4 PERMIT NO. (206)431-3670 Projects Type of Inspection: Si) Address: Date Called: 1 0 / '/ Z, Special Instructions: Date Wanted: k , k ( a.m. p.m. Requester: bakkci /S.4)S21 P5N-q s. i1-1-2. Phone No: 1:Corrections required prior to approval. COMMENTS: CR i--123 P5N-q s. i1-1-2. -c-b c9, 67-1, Inspector: 6)0 Date: I /03 0$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • • , 6 -J C.) 00 U) a W -J 1.- U) u. w 0 Li. < I a w z l-0 z 1- w uj 2 0 O co O — 0 • w I 0 17: Y-7 0 Z O ° 0 City of Tukwila Steven M. Mullet, Mayor Fire Department Project Name TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Thomas R Keefe, Fire Chief Permit No. /-/oA--; /to N .1) Sc- 747 Address 42S 00 7 ---sr- 6 Retain—current-inspection.schedule.. Needs shift inspection A 0,1/ I;11 ik")Z7/4 /°)1(7 Suite # .1 • .•••• 1 -71 CceL Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Alarm: 'CI Hood & Duct: 0 Halon: A/ Monitor: (--/4,21-7e,), /t-?--! -----n•-'' Clc,:e ;147 Pre -Fire: /1 Permits: Authorized Signature Date FINALAPP.FRM Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 ;, • a a ..Zaa-'a-: a.X44,:!,alf at, 444444.o -a o- z a • • z ce w 6 _J C.) O 0 (/) ° • UJ W I CO u_ ui -1 2 < • a 1- LI -I z • o z w w 2 8sWW12 a 1- • 0 LI 0 ;Z Lt)i P o 1- z MAYES TESTING ENGINEERS, INC. a 7MCsA... ..6,Z7„;nel7/.=5`.-;:. . October 21, 2004 Sabey Construction Ralph Hagler 12201 Tukwila International Blvd. Fourth Floor Seattle, WA 98168-5121 Re: DHS Regional Headquarters Permit #-BA3=?I9 Z0c22-'' MTE Project No. E3187 Concrete Summary Report: July 2003 through October 15, 2004 RECEIVED oct 2 9 2004 TY DEVE OpMENT uic Dear Mr. Hagler, Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Please find attached the concrete summary reports for the DHS Regional Headquarters. Within the reports you will find copies of the concrete laboratory test reports including the field data and compressive strength test results. In addition, you will find the statistical analysis reports for each concrete mix utilized on the project where enough data is available. We are providing the reports to the distribution list noted below. We provide the Project Superintendent with the 7, 28, 56, and 90 -day reports and notify the engineer if a 7, 28, 56, or 90 -day test is low as they occur. Respectfully submitted, MAYES TESTING ENGINEERS, INC. -A7 15 -4 -#11_/C --- Timothy G. eckerle, P.E. Branch Manager Attachments: Concrete Laboratory Reports Concrete Summary Reports for 07/01/03 - 10/15/04 CC: Theodore McDonald - Engineers Northwest Inc. Bob Fadden - Lance Mueller & Associates Dave Leng - Sabey Construction Building Official - City of Tukwila QC Department - Stoneway z W ret 00 D W = w° 2 � =a �w Z= E- 0 ZLu~ 0 co 0- 0 I— W -- wW O wz = O~ z Tests and Statistics for Job Number: Mix Number: Permit Number(s): 5950-A Analysis of Strength Data E3187 Job Name: DHS Regional Headquarters D03.075, D03-129, D04-026, D04-128, D03.099 Test Data From: 6/18/2004 To: 10/15/2004 Sample Number Produced By: Stoneway Specimen size: 4 x 8 CYLINDER Date Sample Slump W/C Made Temp(°F) (inch) Ratio 0058 5/21/2004 63 6-1/4" 0.371 0058 5/25/2004 70 5-3/4" 0.340 7,280 0062 6/4/2004 83 6-3/4" 0.418 6,140 0063 6/11/2004 70 4" 0.352 6,580 6,670 5000 0064 6/11/2004 72 5" 0.349 6,120 6,280 5000 0065 6/16/2004 71 5-3/4" 0.363 6,330 6,340 5000 0066 6/21/2004 86 6-1/2" 0.324 5,980 6,140 5000 0067 6/23/2004 74 5-1/4" 0.367 5,980 6,100 5000 0068 6/25/2004 71 5-3/4" 0.379 5,810 5,920 5000 0069 6/30/2004 76 6-1/4" 0.350 5,850 5,880 5000 0070 6/30/2004 80 5-3/4" 0.347 6,640 6,100 5000 0071 7/1/2004 73 5-3/4" 0.354 7,000 6,500 5000 0074 7/19/2004 73 5-1/2" 0.379 6,500 6,720 4000 0076 7/30/2004 67 5-1/2" 0,036 5,250 6,250 3000 0077 8/2/2004 77 4-1/2" 0.379 6,180 5,980 5000 0077 8/3/2004 81 5-3/4" 0.356 5,340 5,590 4000 0082 8/6/2004 80 4-3/4" 0.349 5,790 5,770 3000 0083 8/10/2004 83 6-1/2" 0.379 7,280 6,140 5000 Average Strength (psi) 5,620 3 -Test Ave. (psi) Required Strength alEMIIIIIIII 5000 4000 6,350 5000 Thursday, October 21, 2004 Page 1 of 2 D Tests and Statistics for Job Number: Sample Number Permit Number(s): E3187 Job Name: tocr 2 9 20/74 DHS Regional Headquarters D03-075, D03-129, D04-026, D04-128, D03-099 Date Sample Slump W/C Made Temp(7) (inch) Ratio 0085 8/13/2004 80 6" 0.379 0086 8/19/2004 78 4-3/4" 0.379 5,900 6,800 0087 8/27/2004 0 0.379 6,140 0089 9/16/2004 72 5" 0.343 6,280 6,110 4000 Average Strength (psi) 7,220 3 -Test Ave. (psi) 6,760 Required Strength 5000 5000 6,420 5000 28 I Day Test Statistics Number of tests: 22 Low test: 5,255 Within -test standard deviation: 251.07 High test: 7,284 Batch -to -batch standard deviation: 522.55 Average test: 6,237 Within -test coefficient of variation: 4.03 Median test: 6,140 Standard deviation: 579.74 Average range: 283 Coefficient of variation: 9.29 Thursday, October 21, 2004 Page 2 of 2 MAYES TESTING ENGINEERS, INC v 10.40i,1 Project : Site Address: Client: Engineer: Contractor: CONCRETE LABORATORY TEST REPORT DHS Regional Headquarters 12500 International Blvd Tukwila,WA Sabey Corporation Engineers Northwest Sabey Construction Project No: Issued on: Permit # (s): Original: 0 Revised: ❑ Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 E3187 10-15-04P C /V ^ D04 -12a7 2 9 2004 DEVELOPMENT Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 64 F Overcast/Showers Concrete Stoneway 446645 5950-A FIELD (ASTM C31 Sample Temp. (ASTM C1064) Initial Storage Temp. (ASTM C31) Entrained Air (ASTM C231) 72°F NR Water / Cement Ratio: 0.343 0/0 Slump (ASTM C143) 5" Placement Location and Notes DATA and C172) Design Sample(s) Rec'd 9-17-04 1 Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Water Fly Ash Cement—Type I & II WRA ADVA Required Strength (Pc): SET 1 SE dumpster walls. Sampled at 10 cubic yards of 16 cubic yards total. Weight (per cu.yd) 1,958.0 lbs 1,253.0 lbs 226.0 lbs 109.0 lbs 549.0 lbs 26.0 Oz 13.0 Oz 4000 Psi @ 28 days Date Made Sample # Lab # COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 9/16/2004 0089 75334 9/23/2004 7 58930 4x8 4.00 9/16/2004 i 0089 75335 10/14/2004 28 82320 4x8 4.01 9/16/2004 0089 75336 10/14/2004 28 77040 4x8 4.011 9/16/2004 0089 75337 10/14/2004 28 78560 4x8 4.01 Remark: Inspector(s): Kevin Graham Tested by: Zenaida Revilla 12.57 12.63 12.63 12.63 4690 (6520 1 6100 6220 NA NA NA NA Reviewed by: /--.---71L) Timothy G.ckerle, P.E. Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cur NR = Not Recorded 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 Form #150. Rev 3, 7.0 • arr.,t.v,rtnE�M 'A' MAYES TESTING ENGINEERS, INC Project : Site Address: Client: Engineer: Contractor: CONCRETE LABORATORY TEST REPORT DHS Regional Headquarters 12500 International Blvd Tukwila,WA Sabey Corporation Engineers Northwest Sabey Construction Project No: E3187 Issued on: 9-28-04 Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Permit # (s): -Tzs- o Original: O DVFZQ Revised: �C t Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 64 ° F Overcast Concrete Stonewav 439725 6001 FIELD DATA (ASTM C31 and C172) Design I Mix Proportions: ingredient Coarse Aggregate 3/4" 1,880.0 Fine Aggregate 1,287.0 Water 240.0 Cement --Type 1/11 564.0 Daravair 4.0 Sample Temp. I Initial Storage (ASTM C1064) Temp. (ASTM C31) 77°F NR [Water / Cement Ratio: Entrained (ASTM C231) 42% Slump (ASTM C143) I [Sample(s) Rec'd Weight (per cu.yd) lbs lbs lbs lbs Oz 0.426 5.75 8-28-04 [Required Strength (fc): 4000 Psi @ 28 days [Placement Location and Notes Set 1: Slab on grade at loading dock or trash compactor, to joint with asphalt. Total = 71 cy. Date Made Sample # COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 8/27/2004 0087 74149 9/3/2004 7 50220 4 x 8 4.00 8/27/2004 0087 74150 9/24/2004 28 66410 4x8 4.00 8/27/2004 8/27/2004 Remark: 0087 74151 9/24/2004 28 0087 65070 4x8 4.00 74152 9/24/2004 28 68510 4x8 4.00 Inspector(s): Mark Rossow Tested by: Will Blanchard 12.57 12.57 1 12.57 1 12.57 Reviewed by: J-� NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. ' NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded 4000 5280 5180 5450 NA NA NA NA Timothy G. kerle, P.E. Branch Manager 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 Form #150, Rev 3, 7-0 • MAYES TESTING ENGINEERS, INC Project : Site Address: Client: Engineer: Contractor: CONCRETE LABORATORY TEST REPORT DHS Regional Headquarters 12500 International Blvd Tukwila,WA Sabey Corporation Engineers Northwest Sabey Construction Project No: E3187 Issued on: 9-30-04 Permit # (s): Original: El Revised: ❑ Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745,1737 veo?rws i Co Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 63 °F Cloudy Concrete Stonewav 448659 4356 FIELD DATA (ASTM C31 and C172) Design l Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,917.0 lbs Fine Aggregate 1,468.0 lbs Water 225.0 lbs Fly Ash 100.0 lbs Cement --Type I 400.0 lbs WRDA-64 30.0 Oz Sample Temp. Initial Storage Entrained Air (ASTM C1064) Temp. (ASTM C31) (ASTM C231) 73°F NR Water / Cement Ratio: [ Slump (ASTM C143) i [Sample(s) Recd! 414.-412, 0.450 5-1/2" 9-23-04 [Required Strength (fc): [Placement Location and Notes SET 2 (6) Drilled pier foundations in front of building (west canopies). 4000 Psi @ 28 days Date Made COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Sample # Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 9/22/2004 0091 75678 9/29/2004 7 69150 6x12 6.00 9/22/2004 0091 75679 10/20/2004 28 9/22/2004 0091 75680 10/20/2004 28 9/22/2004 Remark: 0091 75681 10/20/2004 28 Inspector(s): Tom Cain Tested by: Scott J Johnson 6 x 12 6 x 12 6x12 f 1 28.27 I Reviewed by: / Timothy G. erle, P.E. Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. " NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded 2450 NA NA NA NA " Ep.RLY STREIIGTH r -" APPEARS QUE;:i I iONABI- 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 Form #150, Rev 3, 7.0 Required Strength (fc): i MAYES TESTING ENGINEERS, INC Project : Site Address: Client: Engineer: Contractor: CONCRETE LABORATORY TEST REPORT DHS Regional Headquarters 12500 International Blvd Tukwila,WA Sabey Corporation Engineers Northwest Sabey Construction Project No: E3187 Issued on: 9-17-04 Permit # (s): Original: 0 Revised: ❑ Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 lax 425.745.1737 -1483-129 1, iN Co. Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 87 °F Clear Concrete Stonewav 436704 5950-A FIELD DATA (ASTM C31 and C172) Design 1 Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Water Fly Ash Cement --Type I & II WRDA-64 ADVA Initial Storage Temp. (ASTM C31) Entrained Air (ASTM C231) 78°F [Water / Cement Ratio: NR 0.379 Ok [ Slump (ASTM C143) [Sample(s) Rec'd 4-3/4" [Placement Location and Notes Total of 21 cubic yards. Parapet walls at bridge for 3000 psi. PT slab closure on basement wall at 2/B.5 to C.5 on level P1 for 5000 psi. 8-20-04 Weight (per cu.yd) 1,961.0 lbs 1,248.0 lbs 250.0 lbs 110.0 lbs 550.0 lbs 26.0 Oz 13.0 Oz 5000 Psi @ 28 days Date Made Sample # 8/19/2004 8/19/2004 Lab # COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 0086 173817 8/26/2004 17-11 —11 56460 4x8 4.00 , 0086 73818 9/16/2004 28 73580 1 4 x 8 4.01 8/19/2004 0086 ,73819 9/16/2004 28 74300 4x8 4.01 r8/19/2004 Remark: 0086 73820 9/16/2004 28 75820 4x8 4.01 Inspector(s): Mark Rossow Tested by: Scott J Johnson 12.57 12.63 12.63 12.63 4490 5830 5880 6000_] NA NA _1 * NA NA f Reviewed by: 7 /r'% /1"-•<A/4.?...—, Timothy G. Be rte, P.E. Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded 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 Form #150, Rev 3, 7.0 r MAYES TESTING ENGINEERS, INC Project : Site Address: Client: Engineer: Contractor: • '4ra•10+9,'r1! CONCRETE LABORATORY TEST REPORT DHS Regional Headquarters 12500 International Blvd Tukwila,WA Sabey Corporation Engineers Northwest Sabey Construction Project No: E3187 Issued on: 9-28-04 Permit # (s):-13Q3-8?9- Original: Revised: CI Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 65 ° F Overcast Concrete Stoneway 439 5950-A FIELD DATA (ASTM C31 and C172) Design 1 Mix Proportions: Ingredient Sample Temp. (ASTM 01064) Initial Storage Entrained Air Temp. (ASTM C31) (ASTM C231) 0 °F NR [Water / Cement Ratio: I [—Slump (ASTM C143) f [-Sample(s) Rec'd Weight (per cu.yd) Coarse Aggregate 3/4" 1,918.0 Fine Aggregate 1,203.0 Water 250.0 Fly Ash 110.0 Cement --Type I/II 550.0 WRDA-64 26.4 HRWR ADVA 13.2 Daravair 4.0 lbs lbs lbs lbs lbs Oz Oz Oz 0.379 8-28-04 [Required Strength (t'c):I 5000 psi @ 28 days [Placement Location and Notes Set 2: Level 12 PT slab repairs, 2.5 line edge and at banded heads on 5 line edge. Total = 9 cy. Date Made Sample # COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 8/27/2004 0087-fc 74162 8/27/2004 0 4x8 8/27/2004 0087-fc 74163 8/30/2004 3 42900 8/27/2004 0087-fc 74164 8/30/2004 3 8/27/2004 8/27/2004 42600 4x8 4x8 4.00 4.00 12.57 P3410 P12.57 0087 74158 9/3/2004 7 60730 4 x 8 4.00 12.57 L 4830 0087 74159 9/24/2004 28 77480 4 x 8 1 4.00 12.57 (6170 3390 8/27/2004 0087 74160 9/24/2004 28 79890 8/27/2004 0087-fc 74161 9/24/2004 28 75520 8/27/2004 0087 74165 9/24/2004 28 75520 4x8 4x8 4x8 4.00 4.00 4.00 Remark: Inspector(s): Mark Rossow Tested by: WiII Blanchard 12.57 , 12.57 12.57 Reviewed by: % —� Timothy G. Be kerle, P.E. 6360 6010 6010 NA NA NA NA NA NA , NA NA NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. * NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded Branch Manager 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 Form #150, Rev 3, 7.0 MAYES TESTING ENGINEERS, INC Project : Site Address: Client: Engineer: Contractor: CONCRETE LABORATORY TEST REPORT DHS Regional Headquarters 12500 International Blvd Tukwila,WA Sabey Corporation Engineers Northwest Sabey Construction Project No: E3187 Issued on: 9-24-04 Permit # (s): Original: 11 Revised: ❑ Everett Office 917 • 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 0128• k=o c, J,. r'. Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. r (ASTM C1064) 64 ° F Overcast/Showers Concrete Stoneway 446645 5950-A FIELD DATA (ASTM C31 and C172) Design ( Mix Proportions: Initial Storage Temp. (ASTM C31) Entrained Air (ASTM C231) 72°F [Water / Cement Ratio: NR J Slump (ASTM C143) ISample(s) Rec'd� 0.343 5" Ingredient Coarse Aggregate 3/4" Fine Aggregate Water Fly Ash Cement --Type I & II WRA ADVA 9-17-04 [Required Strength (fc):' [Placement Location and Notes j SET 1 SE dumpster walls. Sampled at 10 cubic yards of 16 cubic yards total. Weight (per cu.yd) 1,958.0 lbs 1,253.0 lbs 226.0 lbs 109.0 lbs 549.0 lbs 26.0 Oz 13.0 Oz 4000 Psi @ 28 days Date Made Sample # COMPRESSION TEST RESULTS (ASTM 039, C1231, and C617 when applicable) Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 9/16/2004 0089 75334 9/23/2004) 7 58930 I 4 x 8 4.00 9/16/2004 0089 75335 10/14/2004 28 4x8 9/16/2004 0089 75336 10/14/2004 28 9/16/20047 0089 Remark: 75337 10/14/2004 28 4x8 4x8 Inspector(s): Kevin Graham Tested by: Scott J Johnson L12.57 L_4690 NA I* NA NA Reviewed by: '% /1 Timothy G. ckerle, P.E. Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. • NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded 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 Form #150, Rev 3, 7.0 MAYES TESTING ENGINEERS, INC a f a tw^m i:ti,' f'k41 1. Project : Site Address: Client: Engineer: Contractor: +..1:07rrcin: CONCRETE LABORATORY TEST REPORT DHS Regional Headquarters 12500 International Blvd Tukwila,WA Sabey Corporation Engineers Northwest Sabey Construction Project No: Issued on: Permit # (s): Original: 0 Revised: ❑ E3187 10.,.--4-04 D04 128 Everett Office 917 -1341h Street SW Suite A-1 Everett, WA 98204 plr 425.742.9360 fax 425.745.1737 .r4Fr,�7 t. A'L7,' - Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 55 ° F Overcast Concrete Stonewav 028 5950-A FIELD DATA (ASTM C31 and C172) Actual 1 Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Water Fly Ash Cement --Type I & II WRA ADVA Initial Storage Entrained Air Te=STM C31) (ASTM C231) 71°F NR Weight (per cu.yd) 1,919.0 lbs 1,263.0 lbs 230.0 lbs 110.0 lbs 5,649.0 lbs 26.0 Oz 14.0 Oz [Water / Cement Ratio: I L Slump (ASTM C143) �Sample(s) Recd' L 0.040 5" [Required Strength (Pc):' 5000 psi @ 28 days {Placement Location and Notes j SET 1 Slab on grade driveway exterior at north end of east side of building; trash dumpster slab on grade and connecting stairs (exterior). Sampled at 21 cubic yards of 47 cubic yards total. Note: Air entrainment admixutre not used. Engineer reviewit* rev, Date Made Sample # 9/23/2004 0091 9/23/2004 9/23/2004 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 7577R-19/30/2004 7 87200 14 x 8 14.00 j r12.57 F6940 0091 0091 9/23/2004 Remark: 0091 75772 110/21/2004 28 75773 10/21/20041_4u 75774 110/21/2004 28 Inspector(s): Kevin Graham Tested by: Yavita Kotomaim 4x8 4x8 4x8 T Reviewed by: NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. * NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded r LNA H NA NA NA Timothy G. Beckerle, P.E. Branch Manager 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 Form #150, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC. October 5, 2004 Sabey Construction Ralph Hagler 12201 Tukwila International Blvd. Fourth Floor Seattle, WA 98168-5121 Cr 0 DEveLoPkie Re: DHS Regional Headquarters Permit # D03-129 MTE Project No. E3187 Concrete Summary Report: July 2003 through September 30, 2004 Dear Mr. Hagler, Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Please find attached the concrete summary reports for the DHS Regional Headquarters. Within the reports you will find copies of the concrete laboratory test reports including the field data and compressive strength test results. In addition, you will find the statistical analysis reports for each concrete mix utilized on the project where enough data is available. z w cc JU U O co Q co tu J = tr co Li. w O ucoQ =a w z= 1— O zH w • w U� O C O 1— We are providing the reports to the distribution list noted below. We provide the Project = Superintendent with the 7, 28, 56, and 90 -day reports and notify the engineer if a 7, 28, 1- ��— 56, or 90 -day test is low as they occur. 1l-- z U= 0 O E- Respectfully submitted, MAYES TESTING ENGINEERS, INC. Timothy G. Berle, P.E. Branch Manager Attachments: Concrete Laboratory Reports Concrete Summary Reports for 07/01/03 — 09/30/04 CC: Theodore McDonald — Engineers Northwest Inc. Bob Fadden — Lance Mueller & Associates Dave Leng — Sabey Construction Building Official — City of Tukwila QC Department — Stoneway z Analysis of Strength Data Tests and Statistics for Job Number: { E3187 I Job Name: I DHS Regional Headquarters Permit Number(s): I D03-075, D03-129, D04-026, D04-128, D03-099 Mix Number: i 6001 Test Data From: 9/10/2004 To: 9/30/2004 Produced By: I Stoneway Specimen size: 4 x 8 CYLINDER Sample i ;Date Number ;Made Sample Temp(°F) Slump (inch) 11'/C j Ratio Average 1 r 3 -Test Strength (psi) Ili/lye. (psi) Required IStrettgth 0084 8/13/2004 79 5-1/2" 0.426 4,210 3000 0087 8/27/2004 77 5.75 0.426 5,300 4000 r-28 1 Day Test Statistics Number of tests: 2 Low test: 4,215 Within -test standard deviation: 316.56 High test: 5,305 Batch -to -batch standard deviation: 702.75 Average test: 4,760 Within -test coefficient of variation: 6.65 Median test: 4,760 Standard deviation: 770.76 Average range: 357 Coefficient of variation: 16.19 Tuesday, October OS, 2004 Page 1 of 1 Tests and Statistics for Job Number: Analysis of Strength Data E3187 Job Name: � DHS Regional Headquarters Permit Number(s): I D03-075, D03-129, D04-026, D04-128, D03-099 Mix Number: j 4356 1 Produced By: I Stoneway Test Data From: 9/19/2003 To: 9/30/2004 Specimen size: 4 x 8 CYLINDER 'Sample i, 1Date Sample .Number _ i !Made Tenrp(°F) Slump (inch) !WC 1 Average 3 -Test Ratio J t1Strength (psi) I 'Ave. (psi) Required Strength 0055 8/22/2003 0056 8/28/2003 0060 6/2/2004 0061 6/2/2004 76 4.5 0.450 78 3" 0.450 73 4" 0.404 72 4-1/2" 0.417 3,880 4,840 4,630 4,840 4,450 4,770 F-8 Day Test Statistics Number of tests: 4 Low test: 3,878 Within -test standard deviation: 273.47 High test: 4,840 Batch -to -batch standard deviation: 366.12 Average test: 4,547 Within -test coefficient of variation: 6.01 Median test: 4,735 Standard deviation: 456.98 Average range: 308 Coefficient of variation: 10.05 Tuesday, October 05, 2004 iJ:Li+tiri+t igpAilrh'..n: Page 1 of 1 Ii ti.1.t:9 w tl'YiR} sr ad Y W4q . 3000 3000 3000 3000 O Ci 0 8 2 . Co ELDNITY Va Analysis of Strength Data Tests and Statistics for Job Number: [ E3187 Permit Number(s): Mix Number: i 5950-A Job Name: i DHS Regional Headquarters D03.075, D03-129, 004-026, 004-128, 003-099 Test Data From: 6/18/2004 To: 9/30/2004 Produced By: Stoneway Specimen size: 4 x 8 CYLINDER ..Sample 1 Date 'Sample Slump !V/C I Average 3 -Test !Required 1 'Number i ;Made [Temp(°F) (inch) Ratio I Strength (psi) j !Ave. (psi) J !Strength 1 0058 5/21/2004 63 6-1/4" 0.371 5,620 5000 0058 5/25/2004 70 5-3/4" 0.340 7,280 4000 0062 6/4/2004 83 6-3/4" 0.418 6,140 6,350 5000 0063 6/11/2004 70 4" 0.352 6,580 6,670 5000 0064 6/11/2004 72 5" 0.349 6,120 6,280 5000 0065 6/16/2004 71 5-3/4" 0.363 6,330 6,340 5000 0066 6/21/2004 86 6-1/2" 0.324 5,980 6,140 5000 0067 6/23/2004 74 5-1/4" 0.367 5,980 6,100 5000 0068 6/25/2004 71 5-3/4" 0.379 5,810 5,920 5000 0069 6/30/2004 76 6-1/4" 0.350 5,850 5,880 5000 0070 6/30/2004 80 5-3/4" 0.347 6,640 6,100 5000 0071 7/1/2004 73 5-314" 0.354 7,000 6,500 5000 0074 7/19/2004 73 5-1/2" 0.379 6,500 6,720 4000 0076 7/30/2004 67 5-1/2" 0.036 5,250 6,250 3000 0077 8/2/2004 77 4-1/2" 0.379 6,180 5,980 5000 0077 8/3/2004 81 5-3/4" 0.356 5,340 5,590 4000 0082 8/6/2004 80 4-3/4" 0.349 5,790 5,770 3000 0083 8/10/2004 83 6-1/2" 0.379 7,280 6,140 5000 Tuesday, October 05, 2004 • Page 1 of 2 Tests and Statistics for Job Number: (_ E3187 Permit Number(s): Job Name: DHS Regional Headquarters 1 D03.075, D03-129, D04-026, D04-128, D03-099 ,Sample ' IDate 'Number Made Sample [Temp(°F) Slump (inch) !N/C Ratio Average 3 -Test Strength (psi) ( LAve. (psi) Required Strength 0085 8/13/2004 80 6" 0.379 7,220 6,760 0086 8/19/2004 78 4-3/4" 0.379 5,900 6,800 0087 8/27/2004 0 0.379 6,140 6,420 128 Day Test Statistics Number of tests: 21 Low test: 5,255 Within -test standard deviation: 245.38 High test: 7,284 Batch -to -batch standard deviation: 540.93 Average test: 6,235 Within -test coefficient of variation: 3.94 Median test: 6,119 Standard deviation: 593.98 Average range: 277 Coefficient of variation: 9.53 T «esrtay, October 05, 2004 Page 2 of 2 5000 5000 5000 MAYES TESTING ENGINEERS, INC. �l FiW5��4Lilk�tif;Xia�: ��t llt�l'_�41:'',�; .: �•;�•- .. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 262 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 / D04-099 / D04-026 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 9/14/04 Overcast, 63° PT N/A Permit No; D03-128 Observed re -stressing of banded run, ten tendons, on L2 at 2.5 to 5 along A-line, which is for a setback roof slab. Ram was #596, gauge 1025, with calibration on 4/16/04 to 6950 psi gauge pressure for 33 kips. u�- Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 SEP 2 3 2094 DEt° OPm r These 82' cables with profile have a nominal elongation of 6-1/4". Actual elongations were 6-1/8", 6-1/4", 5-3/4", 6-3/8", 6-1/2", 6-1/2", 6-1/2", 6-3/8", 6-1/2", and 6-1/2" from left to right. Permission to cut tendon tails requested from engineer. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Mark Rossow REVIEWED BY: Timothy eckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. 17d�.m.w++marn»,w. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 263 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / 003-129 / D04-099 / D04-026 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 9/16/04 Overcast, 60s R/S, R/C (4) 4x8" Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Permit No. D03-128 \JJ�- Observed the placement of and sampled from approximately 16 yards of Stoneway Concrete mix #5950-A for southeast dumpster walls. Concrete was placed by pump and mechanically consolidated. Re -steel was verified for size, grade, placement, lap and clearance. Cast (4) 4x8" cylinders for compressive strength testing. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Kevin Graham REVIEWED BY: / Timothy' Beckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. September 17, 2004 Sabey Construction Ralph Hagler RECEIVED 12201 Tukwila International Blvd. Fourth Floor SEP 2 1 2(1n6 Seattle, WA 98168-5121 Re: DHS Regional Headquarters ` 1 Permit # D03-129 SIV MTE Project No. E3187 Concrete Summary Report: July 2003 through September 15, 2004 Dear Mr. Hagler, Everett Office 917.134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 1.1B) -D03- U91 -Do)-i- U.)(v Please find attached the concrete summary reports for the DHS Regional Headquarters. Within the reports you will find copies of the concrete laboratory test reports including the field data and compressive strength test results. In addition, you will find the statistical analysis reports for each concrete mix utilized on the project where enough data is available. We are providing the reports to the distribution list noted below. We provide the Project Superintendent with the 7, 28, 56, and 90 -day reports and notify the engineer if a 7, 28, 56, or 90 -day test is low as they occur. Respectfully submitted, MAYES TESTING ENGINEERS, INC. Timothy G. ckerle, P.E. Branch Manager Attachments: Concrete Laboratory Reports Concrete Summary Reports for 07/01/03 — 09/15/04 CC: Theodore McDonald — Engineers Northwest Inc. Bob Fadden — Lance Mueller & Associates Dave Leng — Sabey Construction Building Official - City of Tukwila QC Department — Stoneway 'Qi'�Li,iiNu'J•� .^.3?i.tLYtL`K. Yat LbNs: z 1 1- frz re JU UOQ ww J I rnw w0 J LL. Q =a F...w Z= zI- w to UQ O- QF- wW U 1- o wz U= 01— z Analysis of Strength Data Tests and Statistics for Job Number: E3187 Job Name: ' DHS Regional Headquarters Permit Number(s): D03-075, 003-129, D04-026, D04-128, D03-099 Mix Number: 5950-A 1 Test Data From: 6/18/2004 To: 9/15/2004 Sample :Date :Number Made Produced By: Stoneway Specimen size: 4 x 8 CYLINDER Sample I Slump i l W/C 11 Average 3 -Test Temp(7) i (inch)!! Ratio ;Strength (psi) Ave. (psi) Required 'Strength j 0058 5/21/2004 63 6-1/4" 0.371 5,620 5000 0058 5/25/2004 70 5-3/4" 0.340 7,280 4000 0062 6/4/2004 83 6-3/4" 0.418 6,140 6,350 5000 0063 6/11/2004 70 4" 0.352 6,580 6,670 5000 0064 6/11/2004 72 5" 0.349 6,120 6,280 5000 0065 6/16/2004 71 5-3/4" 0.363 6,330 6,340 5000 0066 6/21/2004 86 6-1/2" 0.324 5,980 6,140 5000 0067 6/23/2004 74 5-1/4" 0.367 5,980 6,100 5000 0068 6/25/2004 71 5-3/4" 0.379 5,810 5,920 5000 0069 6/30/2004 76 6-1/4" 0.350 5,850 5,880 5000 0070 6/30/2004 80 5-3/4" 0.347 6,640 6,100 5000 0071 7/1/2004 73 5-3/4" 0.354 7,000 6,500 5000 0074 7/19/2004 73 5-1/2" 0.379 6,500 6,720 4000 0076 7/30/2004 67 5-1/2" 0,036 5,250 6,250 3000 0077 8/2/2004 77 4-1/2" 0.379 6,180 5,980 5000 0077 8/3/2004 81 5-3/4" 0.356 5,340 • 5,590 4000 0082 8/6/2004 80 4-3/4" 0.349 5,790 5,770 3000 0083 8/10/2004 83 6-1/2" 0.379 7,280 6,140 5000 Friday, September 17, 2004 Page 1 of 2 Tests and Statistics for Job Number: I E3187 I Job Name: DHS Regional Headquarters Permit Number(s): L D03-075, D03-129, D04-026, D04-128, D03-099 Sample Date Number 'Made 'Sample Temp("F) Slump W/C ! Average 3 -Test 'Required (inch)! Ratio Strength (psi) Ave. (psi) Strength 0085 8/13/2004 80 6" 0.379 7,220 6,760 5000 0086 8/19/2004 78 4-3/4" 0.379 5,900 6,800 5000 128 I Day Test Statistics Number of tests: 20 Low test: 5,255 Within -test standard deviation: 242.23 High test: 7,284 Batch -to -batch standard deviation: 558.71 Average test: 6,240 Within -test coefficient of variation: 3.88 Median test: 6,132 Standard deviation: 608.96 Average range: 273 Coefficient of variation: 9.76 Friday, September 17, 2004 Page 2 of 2 „ 1 Required Strength (fc): i MAYES TESTING ENGINEERS, INC Project : Site Address: Client: Engineer: Contractor: CONCRETE LABORATORY TEST REPORT DHS Regional Headquarters 12500 International Blvd Tukwila,WA Sabey Corporation Engineers Northwest Sabey Construction Project No: E3187 Issued on: 8-27-04 Permit # (s): D03-129 Original: 0 Revised: ❑ Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 87 °F Clear Concrete Stonewav 436704 5950-A FIELD (ASTM C31 Sample Temp. (ASTM C1064) 78 ° F IInitial Storage Entrained Air Temp. (ASTM C31) (ASTM C231) NR Water / Cement Ratio: DATA and C172) Design I Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Water Ry Ash Cement --Type I & II WRDA-64 ADVA Slump (ASTM C143) iSample(s) Rec'd ' L-- 0.379 4-3/4" 8-20-04 [Placement Location and Notes Total of 21 cubic yards. Parapet walls at bridge for 3000 psi. PT slab closure on basement wall at 2/B.5 to C.5 on level P1 for 5000 psi. Weight (per cu.yd) 1,961.0 lbs 1,248.0 lbs 250.0 lbs 110.0 lbs 550.0 lbs 26.0 Oz 13.0 Oz 5000 Psi @ 28 days Date Made Sample # Lab # COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 7 : 4.00 ; j 12.57 4490 ! r NA " 8/19/2004 0086 73817 8/26/2004 56460 8/19/2004 0086 73818 9/16/2004 8/19/2004 0086 73819 9/16/2004 28 28 56 8/19/2004 0086 73820 10/14/2004 4x8 4x8 4x8 Remark: Inspector(s): Mark Rossow Tested by: Scott J Johnson 04x8 1 Reviewed by: /----K�"- Timothy G. Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded NA NA NA kerle, P.E. 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 Form #150, Rev 3, 7.0 Tests and Statistics for Job Number: Mix Number: Analysis of Strength Data E3187 ! Job Name: DHS Regional Headquarters Permit Number(s): 7034 003-075, D03-129, 004-026, D04-128, 003-099 Test Data From: 8/10/2004 To: 9/15/2004 Produced By: Stoneway Specimen size: 4 x 4 x 8 PRISM Sample Date !Sample Number Made Temp(°F) Slump! W/C 11 Average 3 -Test Required (inch)j! Ratio Strength (psi) !Ave. (psi) i 'Strength 0072 0073 0083 I 28 7/13/2004 7/15/2004 8/9/2004 Day Test Statistics Number of tests: Low test: High test: Average test: Median test: Average range: 3 1,493 5,692 4,084 5,068 279 Friday, September 17, 2004 69 11" 72 Flowabl 80 10" 0.481 0.473 0.532 1,490 5,070 5,690 Within -test standard deviation: Batch -to -batch standard deviation: Within -test coefficient of variation: Standard deviation: Coefficient of variation: 4,080 247.44 2,251.91 6.06 2,265.46 55.47 Page 1 of 1 2000 2000 2000 Water / Cement Ratio: ' MAYES TESTING ENGINEERS, INC Project : Site Address: Client: Engineer: Contractor: CONCRETE LABORATORY TEST REPORT DHS Regional Headquarters 12500 International Blvd Tukwila,WA Sabey Corporation Engineers Northwest Sabey Construction Project No: E3187 Issued on: 8-18-04 Permit # (s): Original: Revised: ❑ Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 ut,/& Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 88 ° F Clear Concrete Stoneway 432970 5950-A FIELD DATA (ASTM C31 and C172) Design I Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,918.0 lbs Fine Aggregate 1,263.0 lbs Water 250.0 lbs Fly Ash 110.0 lbs Cement --Type 18, II 550.0 lbs W R DA -64 26.0 Oz ADVA 13.0 Oz Sample Temp. (ASTM C1064) Initial Storage Temp. (ASTM C31) Entrained Air (ASTM C231) 83°F NR I Slump (ASTM C143) [Sample(s) Rec'd 0.379 6-1/2" 8-11-04 Required Strength (fc): i 5000 Psi @ 28 days Placement Location and Notes 1 Total of 109 cubic yards. Bridge slab and beams. Three loading dock screen walls. North tunnel slab on grade. Date Made Sample # Lab # COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 12.57 { NA 8/10/2004 10083 -FC 73288 8/13/2004 3 49110 4x8 4.00 8/10/2004 0083 -FC 73289 8/16/2004 8/10/2004 0083 73290 8/17/2004 6 7 i 71570 57270 8/10/2004 0083 73291 9/7/2004 28 8/10/2004 0083 73292 9/7/2004 28 [ 8/10/2004 Remark: 0083 73293 10/5/2004 56 Inspector(s): Mark Rossow Tested by: Dale Yoder 4x8 4x8 4x8 4x8 4x8 4.01 4.02 12.63 3910 4530 12.69 i 15640 Reviewed by: 7 Timothy G. =e kerle, P.E. Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. * NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded NA NA NA NA NA 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 Form #150, Rev 3, 7.0 Slump (ASTM C143) I, Sample(s) Rec'dl Placement Location and Notes j Required Strength (fc): i MAYES TESTING ENGINEERS, INC Project : Site Address: Client: Engineer: Contractor: • a.17,x r __L......,.. . CONCRETE LABORATORY TEST REPORT DHS Regional Headquarters 12500 International Blvd Tukwila,WA Sabey Corporation Engineers Northwest Sabey Construction Project,No: Issued on: E3187 9-3-04 Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Permit # (s): 31- WIt- Original: Revised: 'D03-1,18 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 81 °F 75 F Partly Cloudy Concrete Stoneway 431192 5950-A Initial Storage Temp. (ASTM C31) NR Water / Cement Ratio: ' 0.356 FIELD DATA (ASTM C31 and C172) Actual Mix Proportions: Entrained Air (ASTM C231) 5-3/4" 8-4-04 Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,959.0 lbs Fine Aggregate 1,241.0 lbs Water 236.0 lbs Fly Ash 111.0 lbs Cement—Type I 551.0 lbs ADVA 13.0 Oz WRDA-64 27.0 Oz 4000 Psi @ 28 days SET 1 Slabs for curtain wall, L2, F.3 line/5.5 to 5.9, 7.1 to 7.5. Slab on grade, L1 level 1.5 line/C.5 to E.6. Sampled at 11 cubic yards of 32 total.. Date Made Sample # Lab # 73024 73026 8/3/2004 0078 8/3/2004 0077 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area 8/10/2004 8/31/2004 8/3/2004 Remark: 0077 73027 8/31/2004 7 28 I 1505461 6 x 12 28 " 52870 4x8 4.00 152510 4x8 6.01 6.01 Inspector(s): C.Trip Edgerton Tested by: Scott J Johnson 12.57 28.37 28.37 Reviewed by: 7 Timothy G. Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cur NR = Not Recorded Strength (psi) Failure Code 4210 5300 5380 NA NA { NA 1' erle, P.E. 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 Form #150, Rev 3, 7-0 •..„�c!...io..Lpi-i?it�4,AH1.V.uS;Aisiati,+47.'1n iT.dkSL�4`.N�'d,4:,�i,"`+4'1Y'01:�Z'.,"+� .' MAYES TESTING ENGINEERS, INC Project : Site Address: Client: Engineer: Contractor: CONCRETE LABORATORY TEST REPORT DHS Regional Headquarters 12500 International Blvd Tukwila,WA Sabey Corporation Engineers Northwest Sabey Construction Project No: E3187 Issued on: 8-31-04 Permit # (s): Original: 0 Revised: Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 •.D03-129 -\ 8 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 65 F Overcast Concrete Stoneway 430659 5950-A FIELD (ASTM C31 Sample Temp. (ASTM C1064) 77 ° F 1 Initial Storage Entrained Air Temp. (ASTM C31) (ASTM C231) I NR Water / Cement Ratio: l Slump (ASTM C143) Sample(s) Rec'di 4-1/2" DATA and C172) Design 1 Mix Proportions: ingredient Coarse Aggregate 3/4" Fine Aggregate Water Fly Ash Cement—Type I 0.379 Placement Location and Notes' 8-3-04 IRequired Strength (fc): Total of 29 cubic yards. Girders north of 1 -line along B and B.6 lines. Weight (per cu.yd) 1,961.0 lbs 1,248.0 lbs 250.0 lbs 110.0 lbs 550.0 lbs 5000 Psi @ 28 days COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 8/2/2004 0077 172960 8/9/2004 8/2/2004 0077 X72961 8/30/2004 8/2/2004 0077 72962 8/30/2004 7 28 28 54920 4x8 4.00 80200 4x8 4.01 75950 4x8 4.01 Remark: Inspector(s): Mark Rossow Tested by: Scott J Johnson 12.57 12.63 12.63 4370 6350 6010 NA 1` NA NA Reviewed by: 'l Timothy G. B erle, P.E. Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cur NR = Not Recorded 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 Form #150, Rev 3, 7-0 1 0.'.vbs.;di, a:..'z.' r r . .d''�e.-»WU ; - il;'�;`y}•'i" ,F.`'�tir.G k'k1St•'ixt "44iailk e • .. to 1 Slump (ASTM C143) MAYES TESTING ENGINEERS, INC Project : Site Address: Client: Engineer: Contractor: A i gt: in�c CONCRETE LABORATORY TEST REPORT DHS Regional Headquarters 12500 International Blvd Tukwila,WA Sabey Corporation Engineers Northwest Sabey Construction Project No: E3187 Issued on: 9-9-04 Permit # (s): 1103=129 Original: (] Revised: ❑ Everett Office 917 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 -NM-143 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) FIELD (ASTM C31 88 ° F Clear Concrete Stoneway 432970 5950-A Initial Storage Entrained Air Temp. (ASTM C31) (ASTM C231) 83°F Water / Cement Ratio: NR DATA and C172) Design Mix Proportions: ingredient Coarse Aggregate 3/4" Fine Aggregate Water Fly Ash Cement—Type 1 8,11 WRDA-64 ADVA [Sample(s) Redd' 0.379 6-1/2" 8-11-04 ;Required Strength (fc):} Placement Location and Notes Weight (per cu.yd) 1,918.0 lbs 1,263.0 lbs 250.0 lbs 110.0 lbs 550.0 lbs 26.0 Oz 13.0 Oz 5000 Psi @ 28 days Total of 109 cubic yards. Bridge slab and beams. Three loading dock screen walls. North tunnel slab on grade. Date Made Sample # COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 8/10/2004 0083 -FC 73288 8/13/2004 3 8/10/2004 0083 -FC 73289 8/16/2004 6 49110 57270 4x8 y 4x8 4.00 4.01 8/10/2004 0083 73290 8/17/2004 7 71570 4x8 4.02 8/10/2004 0083 73291 9/7/2004 28 90830 4x8 4.00 L 8/10/2004 F8/10/2004 Remark: 0083 73292 9/7/2004 28 89240 4x8 4.00 0083 73293 9/7/2004 28 94520 4x8 4.00 1 12.57 j 12.63 12.69 12.57 Inspector(s): Mark Rossow Tested by: Scott J Johnson 3910 1 NA • 4530 5640 7230 NA I' NA NA i 12.57 NA !' 12.57 7520 I NA * Reviewed by: (Tim . Beckerle, P.E. Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded 7100 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 Form #150, Rev 3, 7.0 .' iI�•'.4'er.�eR^Y� ica �r� Required Strength (fc):; MAYES TESTING ENGINEERS, INC Project : Site Address: Client: Engineer: Contractor: CONCRETE LABORATORY TEST REPORT DHS Regional Headquarters 12500 International Blvd Tukwila,WA Sabey Corporation Engineers Northwest Sabey Construction Project No: E3187 Issued on: 9-7-04 Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Permit # (s): - original: ,� 0-0Revised: ❑ Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 66 °F Rain Concrete Stoneway 432378 5950-A FIELD (ASTM C31 Sample Temp. (ASTM C1064) Initial StorageEntrained• Air Temp. (ASTM C31) (ASTM C231) 80°F Water / Cement Ratio: 0.349 NR Quo DATA and C172) Actual I Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Water Fly Ash Cement --Type I & II WRA ADVA [ Slump (ASTM C143) 1 [Sample(s) Reed' 4-3/4" 8-7-04 Placement Location and Notes i Loading dock retaining wall footings. Weight (per cu.yd) 1,960.0 lbs 1,243.0 lbs 229.0 lbs 110.0 lbs 546.0 lbs 26.0 Oz 13.0 Oz 3000 Psi @ 28 days COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 8/6/2004 0082 73260 8/13/2004 7 1 117870 6 x 12 116.01 8/6/2004 1 0082 73261 9/3/2004 28.37 28 160790 6 x 12 6.00 28.27 [ 8/6/2004 0082 73262 9/3/2004 28 163060 6 x 12 1 28 j 167100 Remark: 8/6/2004 0082 73263 9/3/2004 Inspector(s): Skip Szurek Tested by: Scott J Johnson 6 x 12 6.00 6.00 28.27 28.27 Reviewed by: NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. ' NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded 4150 5690 5770 5910 NA 1. NA !" NA NA I" tTimo'""G. Beckerle, P.E. Branch Manager 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 Form #150, Rev 3, 7.0 sSra. 14tela MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 258 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 / D04-099 / D04-026 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 9/02/04 Overcast, 66° VT N/A Everett Office 917 -134th Street SW Suite A•1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Permit No. D03-128 Inspected Level Level L2 welds to granite ledger at 8 to 8.5 lines along facade west of F. Shims used as needed to align with embed plates that vary in pre -cast behind. Okay to cover with granite. Inspected composite deck screw connection for Level L1 raised floor at 3.3/C.5. Mesh provided. Ready for concrete. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. Date: Weather: Inspection: Sample(s): 9/03/04 Overcast, 67° VT N/A INSPECTOR: Mark Rossow Permit No. D03-128 Inspected welds for pre -cast column shade to L1 slab embeds at B15 and on L2 slab at 6/F line +10' Inspected granite ledger welds on west facade at B.5 to 9 -line, completing such ledgers on south half of west facade, L2. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Mark Rossow REVIEWED BY:' „ Timothy G. eckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 259 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 / D04-099 / D04-026 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 9/03/04 Overcast, 67° P/T N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Permit No. D03-128 The field cure cylinders for L2, north edge, 2.5/A -B, were previously tested at over 3000 psi. For (4) distributed cables along 2.5 line, couplers provided at 2.5/B.1. Inspected re -stressing of these cables with 11-1/8" nominal elongation expected. Net elongations were 13", 11-1/4", 11- 1/2" and 12-3/8" from south to north (left to right). Calibrated ram was #596, gauge 1025, requiring 69.5 psig per calibration chart dated 4/16/04. At 2.5/B.1, one tendon of grout of five along B-line was abandoned with engineer's permission. Re -stressing of A-line banded run, eight tendons were left for later. A thermocouple cure box with 30' lead remains on bridge to sallyport for use if wanted. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. Date: Weather: Inspection: Sample(s): 9/03/04 Overcast, 67° P/T N/A INSPECTOR: Mark Rossow Permit No. D04-099 Inspected and observed solid grouting by 5 cubic yards Stoneway mix #7034 coarse grout of CMU walls, top lift, at E.9/2.7-4, at D.9/3.5-4, and at D.2/3.5-4 above openings. This completes CMU work for this project and completes inspections under this T.I. permit. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. REVIEWED BY: 7:��„�., Timothy G. ckerle, P.E. INSPECTOR: Mark Rossow cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. September 16, 2004 City of Tukwila Building Department 6200 South Center Blvd Tukwila, WA 98188-8188 Attn.: Bill Rambo Re: DHS Regional Headquarters 12500 Tukwila International Blvd Tukwila, VVA MTE Project No. E3187 Gentlemen: :� �Itiv�,, mss...;•.=,:;:`,` � ... Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 RCEIV � D Tacoma Office VV 10029 S. Tacoma Way Suite E-2 SEP 2 0 20M Tacoma, WA 98499 ph 253.584.3720 COMMU1y1fax 253.584.3707 pEVELOPME 4 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 FINAL LETTER fax 503.281.7579 Permit No. D03 -129 -Foundation 003 -128 -Shall and Cure This is to inform you that registered special inspections have been completed for this project as per our reports, copies of which have been sent to you. Reports were filed under Permit No's. D03-128 and D03-129. To the best of our knowledge, all work inspected was either performed in accordance with, or corrected to conform to, the city approved drawings, or engineer approved changes. Special inspection was provided for: 1. Reinforced Concrete 2. Auger Cast Piles 3. Epoxied Anchors 4. Post Tension Concrete 5. Structural Masonry 6. Structural Steel Erection 7. Pre -cast Concrete Erection We trust that this provides you with the information that you require. Should you have any questions, give us a call. Sincerely, MAYES TESTING ENGINEERS, INC. Timothy G. Beckerfe, P.E. Branch Manager Cc: Doug Gardner-Sabey Construction Theodore McDonald — Engineers Northwest, Inc. Bob Fadden -Lance Mueller and Associates Ralph Hagler-Sabey Construction Dave Leng-Sabey Construction Bob Brott-Art Anderson Associates, Inc. TGB:rsm ..i�.:SC:iJ u:...i'.�.._.d.J.:.•+-1....� .i;�:;.;:...;. .,.S.:t..t.?tii� iLSy ii4.4 r w�..:lY'U tita'. 7'7en�ti�i� 4tAlk .Y W . ,61 1l1liGYttiM1w.W ' li'L4$A,11:eyYa.id MAYES TESTING ENGINEERS, INC Project : Site Address: Client: Engineer: Contractor: CONCRETE LABORATORY TEST REPORT DHS Regional Headquarters 12500 International Blvd Tukwila,WA Sabey Corporation Engineers Northwest Sabey Construction Project No: E3187 Issued on: 8-16-04 Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Permit # (s): 6 Original: �' -\)-11V23 Revised: ❑ Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 62°F Rain Concrete Stonewav 432004 5557-A FIELD DATA (ASTM C31 and C172) Sample Temp. [(ASTM C1064) Initial Storage Entrained Air Temp. (ASTM C31) (ASTM C231) 78°F NR ok Water / Cement Ratio: ti Actual ( Mix Proportions: ingredient Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash Cement—Type I & U WRA ADVA Slump (ASTM C143) 1 [ ample(s) Recd 0.366 4-1/2" 8-7-04 [Required Strength (fc): Placement Location and Notes 1 SET 1 Stair #2 P3 to roof, stair #4 P1 to level 1. Weight (per cu.yd) 1,660.0 lbs 1,522.0 lbs 222.0 lbs 90.0 lbs 517.0 lbs 24.0 Oz 12.0 Oz 3000 Psi @ 28 days Date Made Sample # COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age (day) Load (obs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 8/6/2004 1 0078 73185 8/13/2004 [ 7 88000 6x121 6x12 11 6x12 1{ 6x12 8/6/2004 1 0078 73186 9/3/2004 1 28 28 8/6/2004 I 0078 73187 9/3/2004 8/6/2004 Remark: { 0078 73188 10/1/2004) 56 Inspector(s): Skip Szurek Tested by: Carl Reynolds 6.01 , 28.37 Reviewed by: NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded 3100 L NA NA [ NA NA Timothy G. Branch Manager kerle, P.E. RECEIVED AUG 3 0 2004 DEPARTG TM NT 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 Form #150, Rev 3, 7-0 rim iw•:rnR9%9h srt ruff m,Yr:, x. ktr,Y,'ir?#!?.. oregra Os!et*frit 1 MAYES TESTING ENGINEERS, INC Project : Site Address: Client: Engineer: Contractor: CONCRETE LABORATORY TEST REPORT DHS Regional Headquarters 12500 International Blvd Tukwila,WA Sabey Corporation Engineers Northwest Sabey Construction Project No: E3187 Issued on: 8-17-04 Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Permit # (s): p$3-}— Original:El • J (� Revised:vx Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 65 ° F Clear Grout Stonewav 432560 7034 FIELD DATA (ASTM C31 and C172) Design I Mix Proportions: Ingredient Coarse Aggregate Pea Fine Aggregate Water Cement -Type 1 & II Sample Temp. Initial Storage I Entrained Air ' (ASTM C1064) Temp. (ASTM C31)(ASTM C231) 80 ° F NR 0/0 Water / Cement Ratio: [ Slump (ASTM C143) 1 LSample(s) Recd' Weight (per cu.yd) 890.0 lbs 2,028.0 lbs 350.0 lbs 658.0 lbs 0.532 10" 8-11-04 [Required Strength (Yc):1 2000 Psi @ 28 days Placement Location and Notes i 8" CMU walls top of lift (4'-0" high) walls centered at 3/0.5. Date Made 8/9/2004 8/9/2004 8/9/2004 Remark: Sample # COMPRESSION TEST RESULTS (ASTM C39, C1231, and 0617 when applicable) Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 0083 73240 8/16/2004 7 68930 4x4x8 16.35 0083 73241 9/6/2004 28 4x4x8 0083 73242 9/6/2004 28 4x4x8 Inspector(s): Tom Cain Tested by: Scott J Johnson Reviewed by: T Timothy G. B:l- rle, P.E. Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded 4210 I NA I` NA NA RECEIVED AUG 3 0 2004 BUIDEPARTMENT 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 Form #150. Rev 3. 7.0 PW' �yypyt.R�cSt. f+' vK�warxt, v z �z rew -/U 000 CD ILIN Ill H WO J =a w z= I-- Z0 O • N O I— WW IL. to U= O 1--- Z -"z Placement Location and Notes i • MAYES TESTING ENGINEERS, INC Project : Site Address: Client: Engineer: Contractor: CONCRETE LABORATORY TEST REPORT DHS Regional Headquarters 12500 International Blvd Tukwila;WA Sabey Corporation Engineers Northwest Sabey Construction Project No: E3187 Issued on: 8-13-04 Permit # (s): -503-129 Original: Ej Revised: ❑ Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 uulk Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 63 °F Overcast Grout Stoneway 424509 7034 FIELD DATA (ASTM C31 and C172) Actual I Mix Proportions: Ingredient Coarse Aggregate Pea Fine Aggregate Water Cement --Type I & II Sample Temp.Initial Storage Entrained Air (ASTM C1064) I Temp. (ASTM C31) (ASTM C231) i 72°F NR To [Water / Cement Ratio: I Slump (ASTM C143) I LSample(s) Rec'd'� 0.473 Flowable 7-17-04 Weight (per cu.yd) 890.0 lbs 2,012.0 lbs 311.0 lbs 657.0 lbs (Required Strength (fc): 1 2000 PSI @ 28 days Level P1, CMU walls (top lift) at N.E. corner of building, stairwell walls. 7 cubic yards. Date Made Sample # Lab # 7/15/2004 1 0073 172189 7/15/2004 0073 172190 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 7 1 ! 15.8 i 3760 1 NA I* 7/22/2004 8/12/2004 28 59330 79200 4x4x8 4x4x8 7/15/2004 0073 172191 8/12/2004 Remark: Inspector(s): Tested by: 28 [ 86310 14 x 4 x 8 Jim Schaible Scott J Johnson 16.56 i 1 4780 11 16.12 1 5350 Reviewed by: NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. * NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded C i` C ! Timothy G. Beckerle, P.E. Branch Manager RECEIVED AUG 3 0 2004 BUILDING DEPARTMENT 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 Form #150, Rev 3.7-0 nrNtY'#fi Slump (ASTM C143) MAYES TESTING ENGINEERS, INC Project : Site Address: Client: Engineer: Contractor: CONCRETE LABORATORY TEST REPORT DHS Regional Headquarters 12500 International Blvd Tukwila,WA Sabey Corporation Engineers Northwest Sabey Construction Project No: E3187 Issued on: 8-13-04 Permit # (s): Original: Ej Revised: ❑ --H93-'t29" D3~\Lg Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 70°F Clear Grout Stoneway 424001 7034 FIELD DATA (ASTM C31 and C172) Actual I Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 913.0 lbs Fine Aggregate 2,000.0 lbs Water 316.0 lbs Cement --Type I & II 657.0 lbs Sample Temp. I Initial Storage (ASTM C1064) Temp. (ASTM C31) 69 ° F NR [Water / Cement Ratio: 0.481 LA:L..11M 231) 11" Placement Location and Notes [Sample(s) Rec'd 7-15-04 [Required Strength (ft): 2000 Psi @ 28 days CMU walls 8" and 12" walls level 1, B/3-5, B.5/3-4, 4.2/B -B.5. 4'-8'. 30 gallons water added on site. Date Made (7/13/2004 Sample # COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 0072 7/13/2004 T 0072 72129 7/20/2004 7 15490 4x4x8 72130 8/10/2004 28 56 7/13/2004 0072 72131 9/7/2004 25040 4x4x8 16.48 16.77 4x4x8 Remark: Rich Gardner w/ Sabey notified on 8/13/04 Inspector(s): Carl Reynolds Tested by: Scott J Johnson Reviewed by: NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded 940 i i NA 1490 1 C Timothy G. Beckerle, P.E. Branch Manager LOtJ'J TEST BREAK ENGINEER SHOULD REVIEW RECEIVED AUG 3 0 2004 BUILDING DEPARTMENT 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 Form #150, Rev 3, 7.0 119,0 ,a..+.xmr,,.y.Wr.wn� ra 1 Slump (ASTM C143) Required Strength (fc):1 MAYES TESTING ENGINEERS, INC Project : Site Address: Client: Engineer: Contractor: CONCRETE LABORATORY TEST REPORT DHS Regional Headquarters 12500 International Blvd Tukwila,WA Sabey Corporation Engineers Northwest Sabey Construction Project No: Issued on: Permit # (s): Original: ❑d Revised: ❑ E3187 8-17-04 D03-128 Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 88 °F Clear Concrete Stoneway 432970 5950-A FIELD (ASTM C31 Sample Temp. [(ASTM C1064) 83 ° F Water / Cement Ratio: NR Initial Storage Entrained Air Temp. (ASTM C31) (ASTM C231) 0.379 6-1/2" Placement Location and Notes DATA and C172) Design J Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Water Fly Ash Cement --Type I & II WRDA-64 ADVA Sample(s) Rec'd 8-11-04 Weight (per cu.yd) 1,918.0 1,263.0 250.0 110.0 550.0 26.0 13.0 lbs lbs lbs lbs lbs Oz Oz 5000 Psi @ 28 days Total of 109 cubic yards. Bridge slab and beams. Three loading dock screen walls. North tunnel slab on grade. Date Made Sample # Lab # COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 8/10/2004 0083 -FC 73288 8/13/2004 3 8/10/2004 0083 -FC 73289 8/16/2004 6 8/10/2004 0083 73290 8/17/2004 7 49110 57270 4x8 4x8 1 4x8 4.0011 12.57 4.01 1 1 12.63 1 8/10/2004 0083 73291 9/7/2004 28 4x8 1 8/10/2004 0083 73292 9/7/2004 28 4x8 8/10/2004 Remark: 0083 73293 10/5/2004 5-6-1 4x8 Inspector(s): Mark Rossow Tested by: Scott J Johnson 3910 1 j NA 4530 ; ? NA NA i NA NA 1* ! NA ` Reviewed by: •- 1 Timothy G. ra kerle, P.E. Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. * NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded RECEIVED AUG 3 0 ?004 DEPARTMENT 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 Form #150, Rev 3, 7.0 Cif+klaia 4,4M aexMr,remv 1 Placement Location and Notes i 4x8 iL MAYES TESTING ENGINEERS, INC Project : Site Address: Client: Engineer: Contractor: CONCRETE LABORATORY TEST REPORT DHS Regional Headquarters 12500 International Blvd Tukwila,WA Sabey Corporation Engineers Northwest Sabey Construction Project No: E3187 Issued on: 8-16-04 Permit # (s): D03-12$ Original: Rel Revised: Li Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 88 ° F Clear Concrete Stonewav 432970 5950-A FIELD DATA (ASTM C31 and C172) Design Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Water Fly Ash Cement—Type 18, 11 WRDA-64 ADVA Sample Temp. Initial Storage Entrained Air (ASTM C1064) Temp. (ASTM C31) (ASTM C231) 83°F NR Water / Cement Ratio: Slump (ASTM C143) [Sample(s) Recd 0.379 6-1/2" 8-11-04 [Required Strength (Pc):' Weight (per cu.yd) 1,918.0 lbs 1,263.0 lbs 250.0 lbs 110.0 lbs 550.0 lbs 26.0 Oz 13.0 Oz 5000 psi @ 28 days Total of 109 cubic yards. Bridge slab and beams. Three loading dock screen walls. North tunnel slab on grade. Date Made Sample # COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 8/10/2004 0083 -FC 73288 ( 8/13/2004 3 :I 49110 4x8 4.00 8/10/2004 0083 -FC 173289 8/16/2004 6 4x8 i( 8/10/2004 0083 73290 8/17/2004 7 4x8 8/10/2004 0083 73291 9/7/2004 28 8/10/2004 0083 73292 8/10/2004 Remark: 0083 73293 9/7/2004 10/5/2004 28 56 4x8 11 4 x 8 ' Inspector(s): Mark Rossow Tested by: 12.57 3910 FNA NA NA NA f NA NA Reviewed by: / ,1 Timothy G. erle, P.E, Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. ' NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded RECEIVED AUG 3 0 2004 DEARTMENT 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 Form #150, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC IMINNIINIMIIIIIIIMINIMINISZEI Project : Site Address: Client: Engineer: Contractor: CONCRETE LABORATORY TEST REPORT DHS Regional Headquarters 12500 International Blvd Tukwila,WA Sabey Corporation Engineers Northwest Sabey Construction Project No: E3187 Issued on: 8-16-04 Permit # (s): Original: y; Revised: Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 66 ° F Rain Concrete Stonewav 432378 5950-A FIELD DATA (ASTM C31 and C172) Sample Temp. (ASTM C1064) Initial Storage Entrained Air Temp. (ASTM C31) (ASTM C231) 80 ° F [Water / Cement Ratio: NR 0.349 [ Slump (ASTM C143) i [Sample(s) Recd 4-3/4" [Placement Location and Notes 1 Loading dock retaining wall footings. 8-7-04 Actual 1 Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Water Fly Ash Cement—Type 1 & 11 WRA ADVA Required Strength (Pc): Weight (per cu.yd) 1,960.0 lbs 1,243.0 lbs 229.0 lbs 110.0 lbs 546.0 lbs 26.0 Oz 13.0 Oz 3000 Psi @ 28 days Date Made 4- Sample # Lab # COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 6.0111 28.37 j 1' 8/6/2004 0082 73260 8/13/2004 8/6/2004 0082 73261 9/3/2004 8/6/2004 0082 73262 9/3/2004 7 28 28 56 8/6/2004 0082 173263 10/1/2004 117870 6 x 1271, 6x12 6x12 4150 6 x 12 i Remark: Inspector(s): Skip Szurek Tested by: Dale Yoder Reviewed by: / Timothy G. Berle, P.E. Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. * NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded NA NA NA NA tira4W,e,Y1_ RECEIVED �1utJ r! 0 7004 BUILDING DEPARTMENT 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 Form #150, Rev 3, 7-0 Water / Cement Ratio: 1 L MAYES TESTING ENGINEERS, INC Project : Site Address: CONCRETE LABORATORY TEST REPORT DHS Regional Headquarters 12500 International Blvd Tukwila,WA Client: Sabey Corporation Engineer: Engineers Northwest Contractor: Sabey Construction Project No: E3187 Issued on: 8-10-04 Permit # (s): D03-128 Original: 0 Revised: ❑ Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Air Temperature: 65 ° F Weather: Overcast Product: Concrete Supplier: Stoneway Ticket Number : 430659 MixDesign ID : 5950-A FIELD DATA (ASTM C31 and C172) Design J Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,961.0 lbs Fine Aggregate 1,248.0 lbs Water 250.0 lbs Fly Ash 110.0 lbs Cement --Type I 550.0 lbs lSample Temp. ' Initial Storage Entrained Air (ASTM C1064) Temp. (ASTM C31) (ASTM C231) 77°F NR 0.379 Slump (ASTM C143)Sample(s) Rec'd 4-1/2" 8-3-04 lztequired Strength (t'c):' Placement Location and Notes' Total of 29 cubic yards. Girders north of 1 -line along B and B.6 lines. 5000 PSI @ 28 days Date Made Sample # COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 8/2/2004 0077 72960 8/9/2004 7 54920 4x8 4.00 8/2/2004 0077 72961 8/30/2004 28 8/2/2004 0077 72962 8/30/2004 28 4x8 4x8 Remark: Inspector(s): Mark Rossow Tested by: Scott J Johnson 12.57 Reviewed by: 4370 NA ` NA NA r Timothy G. Beckerle, P.E. Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. * NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded RECEIVED AUG 3 0 2004 G DE ARTTM NT 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 Form #150, Rev 3, 7-0 z w 00 V) 0 • LLJ N u wQ u_Q =d W Z= Z� LLJ0 O - O I— W w Ww I=— H O .. Z w U= O~ z • MAYES TESTING ENGINEERS, INC s :;: u' r, M. Project : Site Address: Client: Engineer: Contractor: • CONCRETE LABORATORY TEST REPORT DHS Regional Headquarters 12500 International Blvd Tukwila,WA Sabey Corporation Engineers Northwest Sabey Construction Project No: Issued on: Permit # (s): Original: Revised: ❑ E3187 8-11-04 D03-128 Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 wi( Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 1 Sample Temp. (ASTM C1064) 75 °F Partly Cloudy Concrete Stoneway 431192 5950-A FIELD DATA (ASTM C31 and C172) Actual ' Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,959.0 lbs Fine Aggregate 1,241.0 lbs Water 236.0 lbs Fly Ash 111.0 lbs Cement --Type I 551.0 lbs ADVA 13.0 Oz WRDA-64 27.0 Oz Initial Storage Entrained Air Temp. (ASTM C31) (ASTM C231) 81°F NR Water / Cement Ratio: L 0.356 Slump (ASTM C143) Sample(s) Rec'di 5-3/4" 8-4-04 ;Required Strength (fc): 4000 Psi @ 28 days 'Placement Location and Notes SET 1 Slabs for curtain wall, L2, F.3 line/5.5 to 5.9, 7.1 to 7.5. Slab on grade, L1 level 1.5 Zine/C.5 to E.6. Sampled at 11 cubic yards of 32 total.. Date Made Sample # Lab # 8/3/2004 0078 73024 8/10/2004 7 8/3/2004 8/3/2004 8/3/2004 0077 73027 9/28/2004 56 Remark: COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 52870 4x8 4.00 0078 73025 8/31/2004 28 6x12 1 6x12 II 4x8j 0077 173026 8/31/2004 28 Inspector(s): C.Trip Edgerton Tested by: Neal Bastian 12.57 14201 ] LNA NA 1* NA i* NA j' Reviewed by: NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. * NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded Timothy G. Beckerle, P.E. Branch Manager RECEIVED AUG 3 0 2004 BUILDING DEPARTMENT Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. ws MTE Form #150, Rev 3, 7.0 P1914 OA% r. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 242 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 / D04-099 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 8/16/04 Indoors, 75°F R/S, P/T N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Permit #D03-128 Received SKS-405 and SKS-406 for Level L2 reforming of 2.5/A -B slab edge. By phone, Mr. Ted McDonald (Engineers NW) stated that Lenton couplers noted on —406 may be Barlock shorts. Noted these top hook bars are #6 where #5 only were needed. Discussed with Matt (Sabey) the dry packing of PT tendon pockets on Level P1 at 2/B.5 -C.5. A pour -back of hooks from slab and basement wall similar to J-3.1, at this driveway, can then be made. Stem wall reinforcement made at bridge, with clearance being corrected during forming. Doweling to cast wall, at 50' north of 2 -line, discussed. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: ./ Timothy eckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. INSPECTOR: Mark Rossow RECEIVED Atk 2 3 2004 BUIDEPARTMENT MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 241 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 / D04-099 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 8/16/04 Indoors, 75°F S/M N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Permit #D04-099 Made periodic inspections as lay-up and reinforcing provided for CMU walls on Level 1. Vertical dowels added per RFI, with 3/8" drop-in anchor wedge -set then rod threaded in, at locations around 1.5 -line and C.5 -line walls, and 2.8/B skew wall. Lay-up continues at 2.3/6.5 stair, 2.8/B.5 segregation cell, and female holding areas. Top bond beam reinforced along 2.3/B.8 -C.8, at elevation of restraining angle. Lay-up continues at secure weapons room for 2nd lift. Grout scheduled for first thing tomorrow. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: Timothy G B ckerle, P.E. INSPECTOR: Mark Rossow RECEIVED AUG 2 3 2004 BUILDING DEPARTMENT cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. Project: Client: Contractor: DHS Regional HQ Sabey Construction Sabey Construction MASONRY PRISM TEST REPORT Job # E3187 Date Rec'd: Date Issued: Original x Permit # D03-128 8-4-04 Revised 11 Date Laid: 8-2-04 Type of Unit: CMU ASTM/UBC Spec: C90 Size of Unit: 8 x8 x8 Unit PSI Req: 1500 Design F'm: 2000 Date Grouted: 8-4-04 Mortar/Grout as spec: Yes x Air Temp: 62°F Mortar Temp: N/A Grout Temp: 74°F No El FIELD DATA (ASTM C1314) Mortar Producer: Design fc/28 days: Mix Proportions: Cement: Lime: Sand: Water: Grout Producer: Design fc/28 days: Mix Proportions: Cement: 665 Sand: 1990 Job Mix 1500 N/A N/A N/A N/A N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Stoneway #7034 2000 Gravel: 913 - pea Water: 343 WRA: -- Remarks/Locations: 1st floor CMU wall sections @ lines E.8/2.1 to 3.3, 2.5/E.8 to E.2, 2.8/E.8 to E (1st lift), also, 2nd lift, 3.5 to 3.7/D.2 to D.6, B.8/3.5 to 4.1, 3.6/B.8 to B.4, B.4/3.6 to 4.1, and 4.1/6.8 to B. Sample # Compression Test Machine Information* Diameter Of spherical seat: 6.83 Req. Upper Bearing Plate Thickness: 1.98 Req. Lower Bearing Plate Thickness: Provided Upper Bearing Plate Thickness: 5.00 0.00 Provided Lower Bearing Plate Thickness: COMPRESSION TEST RESULTS (ASTM C1314) 5.00 Lab # Date Tested Age Grouted Yes No HR Factor Total Load/lbs Net Area Sq. In. Strength psi PSI/With H/T Factor Type of Fracture 1009 8-11-04 7 X 2.12 1.009 142,430 57.58 2470 2500 CSh 1010 9-1-04 28 X 1011 9-1-04 28 X INSPECTOR: REVIEWED BY: Jim Schaible Legend: CB -Conical Break, CSh: Cone & Shear, CSp: Cone & Split, TB: Tension Break, SCB: Semi -Conical Break, SB: Shear Break, FSS: Face Shell Separation RECEIVED AUG 2 G ?004 DEPARTMENT T :k.?ri:1.�it•'+%SW Ste+%: 4 MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 240 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 / D04-099 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 8/13/04 Clear, 84°F R/C N/A Everett Office 917.134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Permit #D03-128 Inspected reinforcement for loading dock retaining walls at east ends where height reduces. Clearances and horizontal splice lengths improved from top of closed forms. Observed boom pump placement of 10 cubic yards of Stoneway mix #5950-A for this work. This order shared with vault work under separate permit where cylinders recorded. For bridge slab and beams, a field -cured cylinder showed 3900 psi. Next test set of early Monday, 8/16/04, to establish stripping strength to contractor's satisfaction. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Date: Weather: Inspection: Sample(s): 8/13/04 Clear, 86°F R/C (4) 4x8" INSPECTOR: Mark Rossow For detention vault work under permit #D04-026, inspected east parapet reinforcement, with forms closed. Clearances adjusted from top. Sampled and observed boom pump placement of 9.5 cubic yards of Stoneway mix #5950-A for this work. Cast (4) 4x8". To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Mark RossowECEIVED REVIEWED BY: i /11 Timothy G, ckerle, P.E. AUG 2 3 2004 BUILDING cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, DEPARTMENT Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. R!am Fair��a MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 239 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA 003-128 / D03-129 / D04-099 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 8/13/04 Indoors, 72°F VT N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503,281.7579 Permit #D03-128 Inspected north face pre -cast welded connections, complete on roof level: OK to roof. Complete on north face on Levels L2, L2, L3. This is line 1 and line 2. Inspected pre -cast welded connections on west face on Level L1, completed today from line 1 to 6, along E.6 and F.2: OK to insulate. At 4/E.6 and at 4.6/F.2, on Level L1 slab, expansion anchored plates provided, as described as in Monday, 8-2-04, report under preliminary Item D. For these today, bolts appear to be the Sup -R - Stud (ER #3219) as described. Such plates also occur overhead on L4, for kickers at—E.9/5-8, with Simpson Wedge -All as described. Began review and clearing of previous welding reports. Will continue next week. Preliminary Inspection REVIEWED BY: ii Timothy G. ckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. INSPECTOR: Mark Rossow RECEIVED AUG 2 3 2004 DEPARTMENT MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 235 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / 003-129 / D04-099 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 8/06/04 Rain R/C (8) 4x8" v�- Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Observed placement of concrete into stair #2 pans and intermediate landings from P3 to roof and stair #4 from P1 to Level 1. No reinforcing called out on plans. Cleanliness was acceptable. Stoneway mix #5557-A ws placed by pump and manually consolidated. Sampled, tested and cast (4) 6x12" cylinders for strength testing. All testing indicated compliance with mix design specifications. No deficiencies noted. Performed visual inspection of pre -cast connections. Wall -to -floor connection t E.9/4 and brace on F between 5 and 6, both on Level 1, incomplete. Remainder of connections from 2 to 5 on E.9 at Levels 1 to roof made per approved drawings. Weldments found to be visually acceptable. Workmanship is per AWS D1.1. No deficiencies noted. Observed placement of concrete into retaining wall footings at loading dock. Re -steel installed per plan. Clearances and cleanliness found to be acceptable. Stoneway mix #5950-A was placed by chute and mechanically consolidated. Sampled, tested and cast (4) 6x12" cylinders. All testing indicated compliance with mix design specifications, and no deficiencies were noted. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. REVIEWED BY: INSPECTOR: Skip Szurek Timothy G. eckerle, P.E. RECEIVED AUG 2 3 2004 DE BUILD cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. 41471 MAYES TESTING ENGINEERS, INC. MEZINZIEBO MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 234 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 / D04-099 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 8/10/04 Clear, 88° R/C (6) 4x8" (includes (2) F.C.) Everett Office 917.134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Under Shell -and -Core Permit #D03-128, inspected reinforcement for bridge beams and slab over hollow core precast. Slab top bars on C.5 line provided by Doug (Sabey). Wood and mud removed by Johnny (GBC). Inspected reinforcement for 3 loading dock screen walls per retaining wall schedule for 8' of backfill height. Inspected reinforcement for north tunnel slab -on -grade, from entry to building face. Sampled and observed boom pump placement of 109 cubic yards of Stoneway mix #5950-A for this work. this is a 5.9 sack 5000 psi mix for these 3000 psi applications. Field cure cylinders taken for stripping strength at bridge. For slip connection from bridge to sally port, SKS 403R revision provided. At widened skew beam, hairpins added into core holes and out over beam cage. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: Timothy G. Beckerle, P.E. INSPECTOR: Mark Rossow RECEIVED AUG 2 3 2004 BUILDING DEPARTMENT cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. romAl triPn,kYir:3M#tt'dC,M:S�3F7irt,�j.MKgg'r,�?j,�,!j z W re w0_i O 0 to 0 W I w 0 2 LLQ =a w Z= r`0 w ~ • w O F • I— LL' w — wW 1— u. O ..z w U= 0 z MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 238 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 / D04-099 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 8/13/04 Clear R/C (4) 4x8" Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Permit #D03-075 Inspected reinforcement for sidewalk on ultra block wall, with key on backfill side, per "typical sidewalk reinforcing" detail. Sampled and observed truck chute placement of 71 cubic yards of Stoneway mix #6100 (6-sk w/ air) for this work. Cast (4) 4x8" cylinders for compression testing. Initial 30 cubic yards had 1.8% vol (no entrainment effect) air with 5.5 oz/yd Daravair, then 2.7 to 2.9% vol with 7 oz/yd Daravair, from plan #14 (Renton). This concrete was placed in bottom of pour. Loads with 8 oz and loads from Seattle plant #11 showed air in tolerance, and were placed for top 12". Mechanical consolidation provided throughout. Stoneway QC Maser Brown was notified of air entrainment problem. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Mark Rossow RECEIVED AUG 2 J'/`)04 BUILDING DEPARTMENT REVIEWED BY: %� Timothy G. ckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 230 Date: Weather: Inspection: Sample(s): ~id�!la as >sirti t, qr+. ,a•._ _: ;.• E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 8/02/04 Overcast, 65° S/M, R/C (3) 4x8" um Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Inspected reinforcement for Level L1 CMU walls and observed grouting with 7 cubic yards of Stoneway mix #7034 at skew wall at D.3 -E/2.8; 2.3/6.8-C.5 plus B.8 line return; 3.4/D -D.8 plus D.8 line return; and D.2/3.4-3.6. All locations were for second of three lifts planned. Requested from Masonry foreman Shane the lay-up of four prisms in a sheltered corner. CMU work is approaching one-third of total square footage, when a second set will be due. A third set is due at end. Inspected reinforcement for girders north of 1 -line along B and B.6 lines. The end bars remain to be installed for two beam ends for next elevation of concrete placement. Sampled and observed boom -pump placement of 29 cubic yards Stoneway mix #5950A for these girders. Reinforcement at 2/E milds slab in progress per detail N/S3.4. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Mark Rossow REVIEWED BY: % Timothy G. ckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 229 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA 003-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 8/02/04 Overcast, 66° VT N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 The preliminary report of 7/16/04 is closed, with the final welds made for pre -cast braces on south face. Inspected pre -cast connection welds for west parapet, with step -out central part in progress. Inspected pre -cast connection welds for east face to add architectural columns at window elevation. At A.9/7 on Level L2, four welds were marked for repair at sill height as discussed with Stan of Fairweather. Bolted plates on slab are ready on weld at A.9/6. This report is preliminary. Bolted plates with four expansion anchors, 3/4" diameter, also provided on L1 at E.9/2.5 and 3.5 with Sup -R -Stud 5-1/2" anchors (ICBO ER #3219), giving 3-1/2" embedment. Overhead bolted plates on L2 around west canopy are with Simpson Wedge -All 4-1/4" anchors (ICBG ER#3631), giving 2" embedment. Some 20 ft. -Ib. (estimated) of wedge -setting torque applied. Comparison with APS sketch for expansion bolted plates will follow. This report preliminary. Per Engineer's NW Design, east canopy welds on south embed plate marked for added weld to '/". Discussed this with Chuck of Central Steel. Preliminary inspection INSPECTOR: Mark Rossow REVIEWED BY: Timothy . Beckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. RECEIVED MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 231 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 8/03/04 Partly cloudy R/S, R/C, epoxy (2) 4x8", (2) 6x12" rAu V ,13 2004' COMMUNITY DEVELOPMENT Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Inspected reinforcing steel in a slab on grade, L1, 1.5 line/C.5 to E.6, finding it to be per approved plans and specs after minor corrections. Inspected reinforcing steel and epoxy grouting operation in two slabs for curtain wall, L2 level, F.3 line/5.5 to 5.9 and 7.1 to 7.5. Reinforcing was found to be per approved plans and specifications. Contractor placed 32 cubic yards Stoneway mix #5950-A in above areas via boom pump, consolidating it with an electric vibrator. Four cylinders were cast from a representative sample for lab curing and compressive tests. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. Date: Weather: Inspection: Sample(s): 8/04/04 Overcast, 62° S/M (3) 8x8x16" CMU prisms INSPECTOR: Trip Edgerton Observed placement of 8 yards mix #7034 supplied by Stoneway Concrete for first floor CMU wall sections at lines E.8/2.1 to 3.3, 2.5/E.8 to E.2, 2.8/E.8 to E (1st lift), and 2nd lift of CMU wall enclosure at lines 3.5 to 3.7/D.2 to D.6, 2nd lift CMU wall sections at lines B.8/3.5 to 4.1, 3.6/B.8 to B.4, B.4/3.6 to 4.1, and 4.1/B.8 to B. Reinforcing steel was in place prior to grouting procedures. Grout was placed at a flowable consistency and vibrated for consolidation. Grouted (3) 8x8x16" composite CMU prisms, fabricated 8/2/04. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. REVIEWED BY: / - 4 Timothy e. =eckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brolt-Art Anderson Assoc., Inc. INSPECTOR: Jim Schaible 1 A4AY0%!41YU',1DPVO! «rvkVY.KufiY, MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 232 Date: Weather: Inspection: Sample(s): AITE‘1tMI.11 Z::::..,.,::: E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-1281 D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 7/20/04 Indoors, 63° S/M N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Inspected reinforcing for the visitation room on Level 1, north end, and the gun vault room on Level 4, north end. Masons laid up six courses on Level 1 and seven courses on Level 4. Found reinforcing per details on S3.4. Though not indicated on the limited masonry details provided, wall ends also received vertical reinforcing per UBC. A total of 8 cubic yards of Stoneway mix #7034 was placed by pump and consolidated by vibration of each cell. Masons will construct prisms for grouting at a later pour. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Lonny Morrison REVIEWED BY:-%�aeckerle, /17 41-41"---Z--- Timothy P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 227 Date: Weather: Inspection: Sample(s): RECEIVED 'AUG 06 2004' COMMUNITY E3187 DEVELOPMENT DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA 003-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 7/28/04 Inside Visual weld N/A Everett Office 917.134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Inspected weld fix on roof where embed was offset and new plate welded and Kwik -bolted for connection at 5.5/B (see M. Rossow's report). Also inspected remaining welds on west wall for pre -cast attachments at roof level, F -line from 7.5 to 11 -line. Inspected screws and framing for light gage decking in ceremonial room as well. All per details from ENW dated 6/9/04. Found all welds acceptable per AWS D1.1. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. Date: Weather: Inspection: Sample(s): 7/29/04 Sun S/M N/A INSPECTOR: Lisa Pyper Conducted structural masonry inspection of 8" CMU wall at first floor. Grout placed at grid line and elevation as follows: C.5 from 4.2 to 4.5, 4.5 from B.5 to B.7, B.7 from 4.5 to 3.5, 3.3 from B to B.6, 3.1 from B to B.6, 2.8 from 0.6 to B.9, 4 from B to B.5 from floor slab to 5'-4"; and 2 to 2.8 from D.5 to E.3, 4 from D.2 to E from 12'-0" to 14'-0" top of wall. Reinforcing steel placed in conformance with approved plans. Grout delivered by Stoneway pumped to placement and vibrated to consolidate. Mix #7034 placed for F'c=2000 psi grout. All CMU cells grouted solid with 8 cubic yards total. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Jim Gibson REVIEWED BY: / /f/ Timothy eckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 221 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 7/13/04 Clear S/M (3) 4x4x8" Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 tax 503.281.7579 Monitored grouting operations at Level 1 NE corner 8" and 12" CMU walls B/3-5, B.5/3-4, 4.2/6- B.5, 4' to 8'. Stoneway mix #7034 was placed by pump and mechanically consolidated. Re -steel was inspected and approved prior to grouting. Cast (3) 4x4x8" grout samples for compression strength tests. Slump was 11" and temperature was 69°F. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Carl Reynolds REVIEWED BY: (47 Timothy G eckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. iiu -L MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 222 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 7/15/04' Overcast, 63° S/M (3) 4x4x8" grout Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Observed the placement of 7 yards Stoneway Concrete mix #7034 for Level P1 CMU wall sections for stairwell at northeast corner of building, top lift. Two #5 bar horizontal bond beam reinforcing bars were in place at top course at P1 ceiling elevation prior to grouting procedures. Grout was placed by pump at a flowable consistency. Cast (3) 4x4x8" grout test samples to be tested for 2000 psi at 28 days. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. REVIEWED BY: o G. Beckerle, P.E. INSPECTOR: Jim Schaible cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. aZzr MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 223 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 7/16/04 Clear, 81° VT N/A Everett Office 917 -134th Street SW Suite A•1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Inspected welds for 8" screen wall pipe on roof for three locations with plate attached by expansion anchors, (11) Hilti KB -II with 3-1/2" embedment. PT layout noted from under slab markings, so cables avoided in drilling. Inspected pre -cast panel connections on west face, 8 to 11; braces under roof slab at same area, and south wall and south run of east wall at B/7.5-11. Also inspected connections on L4 and L3 on south face, plus southwest corner to 10 -line, plus west face from 7.5-8 and 9 lines. Preliminary report of 6/25/04 is closed. Inspected L2 elevator beam welds. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. Date: Weather: Inspection: Sample(s): 7/16/04 Clear, 81° VT N/A INSPECTOR: Mark Rossow Under -roof slab braces are not yet welded at top bolted connection per details 2 and 2A on drawing DE -01 by Architectural Pre -cast Structures, Ltd., overhead on L4, southeast area. Preliminary inspection REVIEWED BY:' cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. 't'- (i' of ► y G. Beckerle, P.E. INSPECTOR: Mark Rossow • MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 224 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 7/19/04 Mostly cloudy Epoxy, R/S, R/C (4) 4x8" L Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Verified cleanliness and depth of drilled holes for epoxied dowel (#5, right angles, 12" x 18") installation at south perimeter and southeast corner of retention vault lid (see M. Rossow report dated 7/16/04). A total of 32 dowels placed. Verified clearances and cleanliness of remainder of lid area. Re -steel previously inspected by M. Rossow, report dated 7/16/04. Witnessed placement of, tested and cast one set of (4) 4x8" test cylinders of Stoneway mix #5950a. Mix placed via pump methods into retention vault lid location. Field testing results are as follows: ambient air - 68°F; sample 73°F; slump 5-1/2"; time 9:25am; ticket #425462. Mix was mechanically consolidated as specified, with a total of 112 cubic yards placed per this application. No exceptions noted. Verified placement of re -steel into top of wall elevation at 10" CMU walls at grids (Level 1) B/4.2 to 5, B to B.1/4.2, and B.1/3.5 to 4.2. Re -steel verified. Grout placement not witnessed. No samples taken. NONCONFORMING CONDITIONS: Grout placement not witnessed. No samples taken. REVIEWED BY: INSPECTOR: Del Spicer Timothy G eckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 225 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 7/21/04 Sunny, 80° R/S, R/C (4) 4x8" Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Inspected re -steel for footing located on the north side of the building west of grid C, north of grid 2, for retaining wall. Found re -steel per plans, including re -steel for wall dowels. Observed placement of 115 cubic yards Stoneway mix #5950a by pump. Slump was 6" and temperature as tested was 76°F. Cast (4) 4x8" test cylinders. No discrepancies noted. Contractor also placed columns at grid line B, first two columns north of grid 2, and grid A, the only column north of the A-line wall end. Contractor placed the same concrete mix for the columns. Design F'c=5000 psi for columns. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. Date: Weather: Inspection: Sample(s): 7/22/04 Indoors, 67° S/M N/A INSPECTOR: Lonny Morrison Inspected reinforcement and clearances for CMU walls and solid grouting with 5 cubic yards Stoneway mix #7034 placed by pump hose and hand bucket and mechanically consolidated at Level P3, first 5'-4" lift for walls at C/6.8; Level L1 from +4' to +9'-4" elevation at 4/E.9 -E; and Level L1 from slab to 5'-4" for skew wall from 2/E -D.3 running to southeast. At first two locations, one side of seismic angle at top completed, that being the inaccessible side when one occurs, either against elevator or against completed sheetrock wall. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. REVIEWED BY: /-► Timothy G. ckerle, P.E. INSPECTOR: Mark Rossow cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. raft°.' •• am=w,*xn=..A,*r. ,« r..«.''�.2 ..oak'+err rsw?%a.arxn 40114.- OrVIVI ie MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 226 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 7/26/04 Sunny, 78° S/M N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Arrived to observe masonry grout operations at 0730 today. Truck on site batched at 0650. Masons preparing to grout the following locations: • Level 1 angled wall from grid line 2/E to 2.6/D.3, from 5'4" to 10'8" • Level 1 angled wall from grid line E/2.7 to D.5/2.8 the first 5'-4" • Level 1 wall on grid line 4 from E to E.9 • Level 1 wall on grid line D.3 to D.6 on 3.7 from 4'-8" to 10'-0" • Level 4 walls on grids 2.8 to 3.2 from E.1 to E.9 2nd lift Masons placed 12 cubic yards of Stoneway mix design #7034 by means of a grout pump to point of placement and consolidated and reconsolidated by vibration. Masons were delayed this morning due to plugging of line pump hoses but were able to proceed with grout operations without rejecting delivered grout due to age or temperature. The masonry foreman (Shane) cited verbal permission from the engineer of record and the city of Tukwilla building inspector to grout up to but not beyond 6'-0" without the use of cleanouts. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Lonny Morrison REVIEWED BY: / ,, Timothy G. eckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INI:1?&.0 .167. MTE No.: E3187 COM Project: DHS REGIONAL HEADQUARTERS - aigkiTy. Address: 12500 Tukwila International Blvd, Tukwila, WA °yr Permit #: D03-128 / D03-129 (City of Tukwila) • Owner: Architect: Engineer: Contractor: Page 218 Date: Weather: Inspection: Sample(s): Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 7/01/04 Overcast VT N/A tme( Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Inspected four 8" pipe welds for roof screen wall where marked for repair by Mark Vassallo (MTE). Okay to roof. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. Date: Weather: Inspection: Sample(s): 7/01/04 Overcast VT N/A INSPECTOR: Mark Rossow Made preliminary welding inspection of pre -cast connections on roof level on south face, lines 11/B -E.6, and on part of east face, lines B/8-11. Inspections made to shop drawing DE -01, DTL 1, 3 and 4, by Architectural Pre -cast Structures. Connections per DTL 1 and 4 are okay. Marked several DTL 3 connections for additional weld to 5/16" by full length. Some welds marked were undersized due to 3/8" strap not lying flat on embed when welded. Preliminary inspection INSPECTOR: Mark Rossow REVIEWED BY: T Timothy eckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. .11 MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 219 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 7/01/04 Overcast R/C (4) 4x8" Everett Office 917.134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Inspected reinforcement for entrance canopy beams, lines G 6 and 7. Bottom bars on both 6 and 7 lines were (4) #10. In north beam, bars spread for beam width to ties corner. Dobies provided on south face. Skylight embeds provided. Sampled and observed boom pump placement of 50 cubic yards Stoneway mix #5950-A for entrance canopy beams and for north tunnel walls and lid. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. Date: Weather: Inspection: Sample(s): 7/07/04 Overcast, 61° VT N/A INSPECTOR: Mark Rossow Inspected two 8" pipe welds to embeds for roof screen wall where marked for repair by Mark Vassallo (MTE) on 6/30/04. Locations are on 9.3 line between D and E. Inspected roof level pre -cast connections, south and east faces, complete. Welds marked undersized are now corrected since 6/25 report. Discussed with Central Steel the L2 elevator beam repairs from 6/25 report. This work is scheduled together with sill angle welds. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. REVIEWED BY: INSPECTOR: Mark Rossow Timothy t3` Beckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 220 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 7/07/04 Overcast, 63° S/M N/A Everett Office 917.134th Street SW Suite A•1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Inspected reinforcement for CMU walls, elevations of initial course bond beam and 4' bond beam on Level P1 for northeast stairwell, and on Level L1 around B-line from 2.5-5. Conduit tied up. Observed solid grouting of these walls with 9 cubic yards Stoneway mix #7034 coarse grout. Mechanical consolidation provided. Keyway left on top of lift. Discussed with Shane of Fairweather Masonry the lay-up of four 8x8x16" prisms, in plastice and in protective MTE cure box if they will fit to avoid damage with several subcontractors at work. Noted some 17,000 square feet of CMU wall area is indicated by the number of block ordered. Prism tests would occur for each 5000 square feet. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. REVIEWED BY: Timothy Geckerle, P.E. INSPECTOR: Mark Rossow cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. SVEMEEMSRIVITURNMIZT:l2r.41277.02`.7..2.":1'j•-: :• MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 216 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA 003-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 6/29/04 Clear, 69°F R/S, Epoxy Bar N/A w1L Everett Office 917 -134th Street SW Suite A•1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E•2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 RECEIVED JUL .12 2004 ommmuiviry a opt iv Inspected reinforcement for north tunnel, walls and lid. Okay to close forms up sides. As discussed with Matt (Sabey), on lid of tunnel near building, concrete grade should be raised about 2" to cover mis-detailed wall hooks. Top cover to be 2" for burying, per plan. Also, on lid of tunnel, (2) #5 dowels from building are hard on form and will show when inside stripped. For south wall outside face, #5 epoxy dowels at 18" o.c. provided, so mis-aligned #4 cast -in-place dowels can be cut off. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: r Timothy G. e kerle, P.E. INSPECTOR: Mark Rossow cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. 3n MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 217 Date: Weather: Inspection: Sample(s): 1:4�h7�Sh!brw4;,' i7Ti7�:If'Fk j..F.. E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / 003-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 6/30/04 Clear Welding N/A Everett Offke 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Onsite at DHS Headquarters for visual welding inspection in accordance with AWS D1.1-00 specs and project plans. Inspected 8" standard wall pipe at roof elevation into embed plates, reference J/S3.2 drawing. Spoke with Ted (Engineers Northwest) about CP welds having UT requirements. Ted stated that no UT will be required if welds are visually acceptable or if there may be a cause for concern. Twelve 8" pipes were inspected between 3.8 and 6 from D to E. All 12 were acceptable and marked "VT OK." Three piles inspected at 9.3 between D and E. Two require re -work and were marked. Eight pipe inspected along C -line between 7.2 and 9.2, 2 require fixing and were marked. The roofers were told not to cover welds requiring re -work as MTE must re -inspect after fixing. Rich and Matt (Sabey) were also notified. Preliminary Inspection Date: Weather: Inspection: Sample(s): 6/30/04 Mostly Clear R/C (8) 4x8" INSPECTOR: Mark Vassallo 6L(- CO -1P , A ,n Monitored the placement of 244 cubic yards of Stoneway concrete mix #5950-A, 5000 psi requirement, placed for the remaining sections of walls for the stormwater detention vault. Contractor placed concrete at the above referenced locations by pump and consolidated mechanically. Two samples of concrete were taken and 4 test cylinders cast from each. Rebar was inspected previously on 6/25/04 and found to be per approved plan. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Mark McBride REVIEWED BY: I Timothy eckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. WS ;::;I:i.Lt :.,,2.; , 1k . 7 ia$: "iie' '`" eaar. dr.•.<a� ...w, MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 214 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / 003-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 6/25/04 Overcast, 71°F Visual N/A RECEIVED JUL 12 Mil COMMUNITY DEVELOPMENT This is one of three reports for this date, including one more under this permit. Inspected 8" pipe to embed welds for screen wall on roof, east side plus two west of elevator penthouse. Excludes one between penthouse with mis-located embed plate. Remainder OK to roof over. Everett Office 917-1341h Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Inspected elevator shaft cross beam welds, 3 beams per floor, level P3 to roof. All shaft wall beams OK. On L2, marked 2 connections for welding at slab plate ends, one with welds missing, the other for porosity. Ironworker foreman, Chuck, was informed. Requested consistent slagging. Inspected granite vanity frame welds, Levels L1, L2 and L3. On L2, marked SW lip connection for welding. Sabey assistant superintendent, Matt, was informed. Work on L4 is later. Pre -cast connections not inspected yet from underside of L2 slab to roof, as discussed with Matt (Sabey). Preliminary Inspection 1) Vanity frame connection incomplete 2) Elevator beam connections INSPECTOR: Mark Rossow REVIEWED BY: r M Timothy G. kerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 213 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 6/23/04 Overcast R/S, R/C (4) 4x8" RECEIVED JUL_ 12 2004 COMMUNITY DEVELOPMENT Everett Office 917 -134th Street SW Suite A•1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed final inspection of rebar prior to placing concrete for first floor slab and grade beams west of F line between grids 4.4 and 8.6; 12" concrete wall on A-line, north of 2 -line, from the grade beam to Level P02; and auger cast pile extensions and below grade portions of columns for the bridge at the north end of the building. Rebar found to comply with details on S2.5, S2.6 and plan S1.4.R and details callouts therein. Contractor placed 103 cubic yards of Stoneway concrete mix #5950-A (5000 psi requirement) at above referenced locations by pump and consolidated mechanically. One sample of concrete was taken and four test cylinders were cast. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. REVIEWED BY: Timothy G. bckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. ,7 %ti4-6-t/14-- INSPECTOR: Mark McBride MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 202 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City p Tukwila) Sabey Corporation Lance Mueller and Assoc Engineers Northwest, Inc. Sabey Construction 6/01/04 Clear VT N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 On site at DHS for visual welding inspection in accordance with AWS D1.1 specs and project plans. Inspected the following items: 1) Penthouse south stair covered framing at 9 -line between C and D grids. Welding and cross bracing strapping was inspected in reference to detail H/3.2 drawing. No problems noted. 2) 3" x 3" tube steel support columns were re -inspected for stiffener angles added at north stair, P3 level, at approximately 3.6/D.3 grid. Both columns were acceptable. 3) Pre -cast panel welds inspected between Level 1 and ground elevation (P1) along south wall between A and E.9. See Note A below. All welds inspected marked "VT OK" or "weld" where welds are missing. Notified pre -cast foreman Stan. Preliminary inspection A. Two overhead welds missing on embed plate to double angle kicker braces, and two DICA bolts missing on one plate. B. One angle missing two overhead fillet welds at top connection at approximately 11.3/E. INSPECTOR: Mark Vassallo REVIEWED BY: / fl Timothy G. kerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 207 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukv jNAr. D03-128 / 003-129 (City of Tukwila) - ` --%-p eD Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 6/09/04 Cloudy R/S N/A JUN 21 1004 Cpmivi�vL0Mir \JJ) Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Inspected rebar for roof canopy framing at F -line between 5.5 and 7.5. Beams, slab and walls are found reinforced per approved contract documents. Contractor to clean debris prior to final inspections and placing concrete. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. Date: Weather: Inspection: Sample(s): 6/09/04 Cloudy R/S N/A INSPECTOR: Mark McBride Inspected rebar prior to closing forms for detention vault walls on 3 -line and on 1 and 2 lines from grid B to approximately 24' north, and on B-line from 1 to 3. Rebar is found placed per shop drawings. MTE needs to verify that the shop drawings are approved by the engineer; they differ from the structural drawings. Preliminary inspection Verify that the shop drawings have been reviewed and approved by the engineer of record. INSPECTOR: Mark McBride REVIEWED BY: % -/`� 4-L4'11' Timothy G .Beckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 208 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 6/11/04 Overcast R/C (4) 4x8" Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Monitored placement of approximately 25 cubic yards Stoneway concrete mix #5950-A for roof canopy framing at F -line from 5.5 to 7.5. Reinforcing steel was inspected by MTE inspector Mark McBride prior to arrival. Performed test for slump and temperature, verified batch weights and cast one set of (4) 4x8" test cylinders. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. Date: Weather: Inspection: Sample(s): 6/11/04 Overcast R/C (4) 4x8" INSPECTOR: Allan Heer Monitored placement of approximately 160 cubic yards Stoneway concrete mix #5950-A into walls of retention pond at north end of site. Reinforcing steel was inspected by MTE inspector prior to arrival. Concrete was placed by pump truck and mechanically consolidated. Verified batch weights, performed tests for slump and temperature and cast one set of (4) 4x8" test cylinders. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Allan Heer REVIEWED BY: % Timothy G. ckekerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 209 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 6/14/04 Cloudy Welding, screwing N/A Everett Office 917.134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 On site for visual welding and screwing in accordance with AWS D1.1-00 specs and project plans. Inspected roof elevation cross -brace strapping for welding and screwing and roof deck screw attachments on elevator penthouse between 6 and 7 from C to D. Also inspected roof elevation cross -brace strapping and roof deck attachments on stair #2 penthouse between 2.5 and 3 from C to D lines. Reference S3.3 for screw requirements on roof deck and H -3.2/S3.2 for welding of cross -brace strapping. No problems noted. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Mark Vassallo REVIEWED BY: / -T(4,1-de.., Timothy G. ckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 210 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / 003-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 6/15/04 Clear R/S N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Inspected reinforcing steel in footings for a tunnel on 2 and 2.2 lines, east of A line. Re -steel was found to be per approved plans and specifications. Also inspected reinforcing steel in footings for a bridge for a retaining wall, A-line, north of 2 line. Re -steel was found to be per A/2.5 detail except for clearance problems at grade. NOTE: Footing is placed such that A/25 is reversed, with the wide side of the footing toward the surcharge. Preliminary inspection — Contractor advised of minor clearance problems in retaining wall footings. INSPECTOR: C. Trip Edgerton Date: Weather: Inspection: Sample(s): 6/16/04 Clear R/S, R/C (4) 4x8" Made final inspection of reinforcing steel in forms for footings for tunnel on 2 and 2.2 lines east of A, and footings for a retaining wall on A-line north of 2 line. Re -steel was found per approved plans and specifications. The contractor placed approximately 43 cubic yards of Stoneway mix #5950-a into these forms via truck chute, consolidating it with an electric vibrator. A representative sample of this mix was found to have a slump of 5-3/4" and a temperature of 71 °F. Four cylinders were cast for lab curing and compressive tests. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. REVIEWED BY: / i''% Timothy G ckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. INSPECTOR: C. Trip Edgerton ,rn::n+rp>..rvxwr.H^s.nrap:nooiefOgi,000P0x MAYES TESTING ENGINEERS, INC Project : Site Address: Client: Engineer: Contractor: . t itJ•.. ..,,,, •,,o,- r.',.a,e4,z14: 06,4"t'*"• -117:712:.71:—.T.'. < ... CONCRETE LABORATORY TEST REPORT DHS Regional Headquarters 12500 International Blvd Tukwila,WA Sabey Corporation Engineers Northwest Sabey Construction Project No: E3187 Issued on: 6-14-04 Permit # (s): o bpi—ta-g Original: Revised: Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 pli 425.742.9360 fax 425.745.1737 uuv Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 74 °F Clear Concrete Stoneway 413445 5950-A FIELD (ASTM C31 Sample Temp. Initial Storage Entrained Air (ASTM C1064) Temp. (ASTM C31) (ASTM C231) 83°F NR [Water / Cement Ratio: 1 l Slump (ASTM C143) 0.418 6-3/4" [Placement Location and Notes DATA and C172) Actual Sample(s) Rec'd 1 IMix Proportions: Ingredient Coarse Aggregate 3 Fine Aggregate Water Cement --Type I 6-5-04 [Required Strength (fc): i Weight (per cu.yd) /4" 1,962.0 lbs 1,245.0 lbs 232.0 lbs 555.0 lbs 5000 Psi @ 28 days Total of 41 cubic yards. Roof eyebrow at A.9 by 5.4 to 7.4. Pile extensions north of 1 line with I.D. # B4, B6 and B7. East face wing walls on 6 and 7 lines top 12 feet. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 6/4/2004 0062 70226 6/11/2004 7 55270 6/4/2004 0062 70227 6/18/2004 14 4x8 4x8 4.01 6/4/2004 0062 70228 7/2/2004 28 4x8 6/4/2004 F0062 17E191 7/2/2004 28 Remark: 4x8 Inspector(s): Mark Rossow Tested by: Zenaida Revilla [Jl 12.63 Reviewed by: / Timothy G. Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. " NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded 4380 NA J " NA NA 1 NA erle, P.E. 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 Form #150, Rev 3, 7.0 ' '*r �f" 441ie*'• tne.h-n:.-Sw,..,•w1-NVNF.Yw�,�ntx:Vra!La� t. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 201 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) ReC JON '4•1J co 2finA 4411 witt& vu Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 5/25/04 Overcast R/C (4) 4x8" Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Monitored the placement of 21 cubic yards of Stoneway concrete mix #5950-a (4000 psi requirement) placed for the four wing walls east of A-line for the loading dock canopy planter. Rebar was previously inspected and clearances are found acceptable. Concrete was placed by pump and consolidated mechanically. One sample of concrete was taken and four test cylinders were cast. The two inside wing walls were only placed up to Level P-2, approximately. The two outside walls were placed full height. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Mark McBride REVIEWED BY: / . Timothy c . eckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. Avo' 4.6.141440/6141 MAYES TESTING ENGINEERS, INC Project : Site Address: Client: Engineer: Contractor: CONCRETE LABORATORY TEST REPORT DHS Regional Headquarters 12500 International Blvd Tukwila,WA Sabey Corporation Engineers Northwest Sabey Construction Project No: E3187 Issued on: 6-2-04 Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Permit # (s): c&@3= -t -29_ - Original: 0 %-- I Revised: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 69 ° F Overcast Concrete Stonewav 411165 5950-A FIELD DATA (ASTM C31 and C172) Actual I Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Water Fly Ash Cement --Type I & II WR DA -64 ADVA Sample Temp. (ASTM C1064) Initial Storage Temp. (ASTM C31) Entrained Air (ASTM C231) 70°F [Water / Cement Ratio: NR Slump (ASTM C143) Sample(s) Rec'd` 0.340 5-3/4" 5-26-04 [Required Strength (fc): ' [Placement Location and Notes Wing walls east of A line for loading dock canopy planter. Weight (per cu.yd) 1,917.0 lbs 1,267.0 lbs 224.0 lbs 111.0 lbs 548.0 lbs 26.0 Oz 13.0 Oz 4000 Psi @ 28 days Date Made Sample # 5/25/2004 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 0058 5/25/2004 1- 0058 5/25/2004 69749 6/1/2004 69750 6/22/2004 0058 5/25/2004 j 0058 Remark: 6975711 6/22/2004 7 [ 69280 28 4x8 4x8 4.02 28 69752 7/20/2004 56 4 x 8 I(-1 4x8 Inspector(s): Mark McBride Tested by: Mark McBride 12.69 r r 5460 [ [ NA 1 • [ -] 1 NA NA NA w Reviewed by: % (�72..e4wZ. Timothy G. ckerle, P.E. Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded 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 Form #150, Rev 3, 7-0 4;v1;14.,..44$ MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 206 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 6/04/04 Clear, 74° R/S, R/C (4) 4x8" u�L Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Inspected reinforcement and clearances for roof eyebrow at A.9 by 5.4 to 7.4 lines, including stem wall, corbels and 24" beam for monolithic pour. Inspected three pile extensions for tunnel north of 1 -line with Sabey ID numbers Br, By6 and B7 for first lifts on drilled piles. Lap projections are correct. Sampled and observed boom pump placement of 41 cubic yards of Stoneway mix #5950-A for above items and top 12' of wing walls on 6 and 7 lines on east face of building. Reinforcement was previously inspected by Mark McBride of MTE. Top form clearances checked from above. Inspected south stair penthouse roof deck connection by #12 screws at each flute and each support. Gave okay to cover to Matt of Sabey. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Mark Rossow REVIEWED BY: T — /1/ gf�P�A., Timothy G ckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. • MAYES TESTING ENGINEERS, INC Project : Site Address: Client: Engineer: Contractor: CONCRETE LABORATORY TEST REPORT DHS Regional Headquarters 12500 International Blvd Tukwila,WA Sabey Corporation Engineers Northwest Sabey Construction Project No: E3187 Issued on: 6-2-04 Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Permit # (s): Original: 0 Revised: ❑ o1 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 50 ° F Cloudy Concrete Stonewav 409999 5950-A FIELD DATA (ASTM C31 and C172) Actual Mix Proportions: Sample Temp. (ASTM C1064) Initial Storage ` Entrained Air Temp. (ASTM C31) (ASTM C231) 63 ° F NR [Water / Cement Ratio: 1 L Slump (ASTM C143) [Sample(s) Rec'd 0.371 6-1/4" 5-22-04 [Required Strength (fc): Ingredient Weight (per cu,yd) Coarse Aggregate 3/4" 1,962.0 lbs Fine Aggregate 1,242.0 lbs Water 247.0 lbs Fly Ash 109.0 lbs Cement—Type I 556.0 lbs WRDA-64 26.0 Oz ADVA 13.0 Oz Placement Location and Notes 5000 Psi I@ 28 days Machine room slab and upturned beams at the roof level. PT slab closure strips on the 4th floor and roof levels and miscellaneous walls and curbs on the roof level. Date Made Sample # COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 5/21/2004 0058 69439 5/28/2004 7 52240 4x8 4.01 T6721/2004 0058 69440 6/18/2004 28 4x8 5/21/2004 0058 69441 6/18/2004 28 4x8 5/21/2004 0058 69442 7/16/2004 56 4x8 Remark: Inspector(s): Mark McBride Tested by: Zenaida Revilla 12.63 4140 NA f NA 1 * NA NA Reviewed by: 7 Timothy G. B erle, P.E. Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. • NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded 4 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 Form P150, Rev 3, 7-0 .;n Ob128 Design No. CEJ 161P Revision Date: May 2S, 2003 PERIMETER FIRE BARRIER SYSTEM T Rating -2-I/2 hr. F -Rating -3 hr. L -Rating <I SCFM Rated for ± 16.7% horizontal movement Rated for f 6.25% vertical shear movement RECEIVED JUL - 8 2004 BUILDING DEPARTMENT 1. CONCRETE FLOOR ASSEMBLY: Max. three-hour rated concrete floor assembly made from either lightweight or normal weight concrete with a density of 100-150 pcf, with a min. thickness of 4 -1/2 -in. at the joint face. Overall slab thickness may vary to accommodate various blockout depths (longitudinal recesses) formed in the concrete. to house the architectural cover plate. The blockout width may also vary without restriction. 2. CURTAIN WALL ASSEMBLY:The curtain wall assembly shall incorporate the following construction features: A. Mounting Attachment: (Not shown) Attachment of the curtain wall framing to the structural framing shall be according to the curtain wall manufacturer's instructions. When required, the mounting attachments to the floor slab shall be connected to the joint face of the floor slab, according to the curtain wall manufacturer's instructions. Max. distance between mounting attachments shall be 10 feet. B. Aluminum Framing: Rectangular aluminum tubing mullions and transoms, sized according to the curtain wall system manufacturer's guidelines. Min. overall dimensions of framing required is 0.100 in. thick aluminum with a 0110.5-1/2 in. height and a nein. of 2-1/2 in. width of the extrusion. Mullion and Transom covers are added to the external side of the framing, giving the framing system a total depth of nom. 8 in. Mullions are to be spaced a min. 60 in. o.c. and transoms are to be spaced a min. 48 in. o.c. Transoms arc to be located at a height of 20 in. above the top surface of the concrete floor assembly (as measured from the bottom of the transom). C. Glass Panels: Glass panels shall be sized and installed to curtain wall framing according to the curtain wall system manufacturer's guidclincs. Use a min. 1/4 in. thick clear, heat -strengthened (HIS) glass or tempered glass with a max. width and height Icss than the aluminum framing o.c. spacing, which allows the glass to be secured between the notched shoulder of the aluminum framing and pressure bar. Panels are secured with a thermal break (rubber extrusion), pressure bar (aluminum extrusion), nein. 1/4-20 x 5/8 in. long screws, and a snap face (aluminum extrusion). D. mpal1ng Pins: Min. 12 GA steel pins shall be located, sized and installed according to the curtain wall system manufacturer's guidelines, or be a min. 1/2 in. longer than the thickness of the curtain wall insulation. Attach pins to a nom. 2 in. by 2 in. clip angle constructed with 20 GA galvanized sheet steel and secure the clips to the aluminum framing with No. 10 self -tapping sheet metal screws. Pins shall be spaced a max. of' 12 in. o.c on the vertical framing members and a max, of 20 in. o.c on the horizontal framing members that Hake up the perimeter of the spandrel arca. The interior face of the curtain wall insulation is to be installed so that it is flush with the interior face of the framing. This material was extracted and drawn by 3M Fire Protection Products from the 2003 Product Directory, ©Omega Point laboratories Inc. 3M Fire Protection Products AUTOFAX: US or Canada: 1-800-498-9563 www.3m.com/firestop 791 Customer Service: US or Canada: 1-800-328-1687 Joint Treatments 4 • - • .0 a`• 4- E • ._ L • as W ElsV • r s4UOW4109.114U!Of m Design No. CEJ 161 P continued E. Reinforcing Angle: Mount a nein. 1-1/2 in. x I-1/2 in. x 200A galvanized steel angle to the vertical framing members so that the vertical leg serves as a backer to the exterior face of the curtain wall insulation and the horizontal leg extends away from the curtain wall insulation and the elevation is located at the centerline of the perimeter joint treatment. Size the angle 12 in. longer than the span between the interior edges of the vertical framing members and form the angle so that It has a 6 in. vertical leg on each end, Secure the 6 in. leg to the framing member on each side with three No. 10 steel self -tapping sheet metal screws placed in a triangular fashion with a max. spacing of2 in. o.c. F. Curtain Wall Insulation: Install nova. 2 in. thick 8pcf density mineral wool batt insulation** faced on one side with aluminum foil scrim (vapor retarder) which is exposed to the room interior. Secure with angle clips and impaling pins (2D). All meeting edges of insulation arc scaled with nom. 4 -in. wide pressure sensitive aluminum foil faced tape centered over the junction so that approx. 2 in. of tape covers each edge of the adjacent insulation. In lieu of the 2 in. Spef mineral wool curtain wall insulation. 4 in. 4pcf mineral wool niay be installed using the sante securing method described in Item 2D. The interior face of the batts is, if required compressed, flush with the interior face of the curtain wall framing. A thin. 1 -1/4 -in. air space is created between the insulation and panel. The Batts shall be installed without vertical seams, with a continuous span across the full length between the vertical curtain wall framing members. Horizontal seams in the insulation arc to be at least 6 in. from the top surface of the perimeter joint treatment. (** Listed with Omega Point Laboratories) G. Framing Covers: Framing covers. comprised of4 in. wide strips of 8pcfdensity mineral wool batt insulation** faced on one side with aluminum foil scrim (vapor retarder) which is exposed to the room interior, are centered over each vertical framing member and secured to the member with impaling pins and clips spaced a max 12 in. o.c. and attached in accord with 2D. Framing covers below the perimeter joint treatment are min. 2 in. thick, and those above the perimeter joint treatment are min. I in. thick. Framing covers do not pass through the perimeter joint treatment. They arc butted to the top and bottom surfaces of the perimeter joint treatment. (** Listed with Omega Point Laboratories) H. Secure panels with a thermal break (thermal -set rubber extrusion), pressure bar (aluminum extrusion), 1/4-20 x 5/8 in. long screws, and a snap face (aluminum extrusion). The spandrel panels shall be insulated according to 2F. 3. PERIMETER JOINT PROTECTION: The perimeter joint (linear opening) shall not exceed an 8 in. nom. joint width (joint width at installation) and the perimeter joint treatment shall incorporate the following construction features: A. Packing Material: Use a nein. 4 in. thick, 4 pcf density, mineral wool batt insulation** installed with the fibers running parallel to the slab edge and curtain wall. The packing material shall be compressed 20% in the nominal joint width. Compress the batt insulation into the perimeter joint such that the top surface of the batt insulation is flush with the top surface of the concrete floor slab and its avid depth is compressed against the interior surface of the curtain wall insulation (2F) which is supported by the 20 GA steel reinforcing angle (2E). Splices (butt joints) in the lengths of mineral wool batt insulation are to be tightly compressed together. Reference the Introduction to Fire Resistive Joint Systems Section of this Directory for more details on how to determine the cut width of the insulation to be installed in the nominal joint width, and how to determine the compressed percentage of a known insulation width installed in a known nominal joint width. (** Listed with Omega Point Laboratories) B. Fill, Void or Cavity Material: Liquid is to be spray applied to cover the exposed surface of the mineral wool installed in the perimeter joint. Apply a min. wet film thickness of I /8 in. and overlap the material a min. 1/2 in. onto the adjacent curtain wall assembly and concrete floor slab assembly. If the spraying process is stopped and the applied liquid cures to an elastomeric film before process is restarted, then overlap the edge of the cured material at least 1/8 in. with the spray. Reference Product Section of this Directory for more details about the Listed product. Listed Manufacturer: 3M— Joint Sealant Spray FircDam1" Spray 100 ** Before testing. the spliced test specimen was cycled 500 times at 30 cpm according to ASTM E 1399 and ICBG ES AC 30 (Jan. 1997). RECEIVED JUL - 8 2004 DE ARTTM NT This material was extracted and drawn by 3M Fire Protection Products from the 2003 Produce Directory, ©Omega Point Laboratories Inc. 3M Fire Protection Products 792 www.3m.com/firestop AUTOFAX: US or Canada: 1-800-498-9563 Customer Service: US or Canada:1-800.328-1687 Avtt ENWENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS — 6869 WOODLAWN AVE. N. E., SEATTLE, WA 98115 (206) 5257560 FAX (206) 522-6698 May 27, 2004 CITY OF TUKWILA Department of Community Development 6300 Southcenter Blvd.; Suite 100 Tukwila, WA 98188 ATTN: Bill Rambo Re: Department of Homeland Security Office Building Mr. Rambo: This letter is to confirm that it is acceptable for Sabey Construction to have stressed the fourth floor slab between Grids 7.5 and 11 from Grids B to F, even though the concrete strength was only 2,900 psi at the time. If you need any additional information or have any further questions, please call. Sincerely, ENGINEERS NORTHWEST, INC., P.S. CZQ,„„s) Theodore D. McDonald, P.E. Senior Project Engineer Cc: Doug Gardner, Sabey Construction TM:tn ENW Project No. 02110000 o 3-12_8 i:c fw.'n'.eartiu:�A1:+. 4 • n4414,14..:04za.J' SENT BY: ENW; 206 522 6698; MAY -27-04 1:48PM; PAGE 2/2 IE'4f\7,7 ENGINEERS NORTHWEST, 1N('., 13.S. S I Ht1CTI;HAI. ENGINEERS -- 6869 WOODL WN AVE. N. E., SI:A•i ri.r:, WA 98115 (2O6)52S-756O FAX (206) 522••4698 May 27, 2004 CITY OF TUKWILA Department of Community Development 6300 Southcenter Blvd.; Suite 100 Tukwila, WA 98188 ATTN: Bill Rambo Re: Department of Homeland Security Office Building Mr. Rambo: This letter is to confirm that it is acceptable for Sabey Construction to have stressed the fourth floor slab between Grids 7.5 and 11 from Grids B to F, even though the concrete strength was only 2,900 psi at the time. If you need any additional information or have any further questions, please call. Sincerely, ENGINEERS NORTHWEST, INC., P.S. Theodore D. McDonald, P.E. Senior Project Engineer Cc: Doug Gardner, Sabey Construction TM:tn ENW Project No. 021 10000 12.3 RECEIVED MAY 2 7 2004 BUILDING DEPARTMENT MAYES TESTING ENGINEERS, INC. f a: [Lin Tye h::�':'' .y .. ... MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 175 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, D03-1281 D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 4/14/04 Cloudy Lab, PT, R/S, R/C (8) 4x8" WA 0.0rG, ,flak Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing and logging reports and test results into the onsite computer database. Tested field cured cylinders prior to stressing the fourth floor PT slab between grids 7.5 and 11 from B to F. Strengths are 2950 and 2900 psi. Rich Gardner with Sabey gives direction to stress. Monitored stressing of tendons at above location. Verified the use of calibrated equipment and gage pressures. Actual tendon elongations were measured and recorded on a Post Tensioning Stressing Record. At completion of stressing, records were compiled and submitted to Sabey to forward to the engineer of record for review. Performed final clearance inspection of rebar prior to placing concrete for fourth floor columns at grids D/8, 10.2 and 11; E/8, 9, 10.2 and 11; and E.9/8, 9, 10 and 11. Clearances were found acceptable. Contractor placed Stoneway concrete mix #5950-a (5000 psi requirement) at these locations by pump and consolidated mechanically. One sample of concrete was taken and four test cylinders were cast. Also performed final clearance inspection of rebar prior to placing concrete for third floor shear walls on C and D lines from 3.6 to 4.4 and on 4 line from C to D. Contractor placed Stoneway concrete mix #4356-a (4000 psi requirement) in these locations by pump and consolidated mechanically. One sample of concrete was taken and four test cylinders were cast. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. REVIEWED BY: / /41 INSPECTOR: Mark McBride Timothy GJBeckerle, P.E. cc: •Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, (Theodore McDonald -Engineers No hwestDave Leng-Sabey Cons ruction, Bob Brott-Art Anderson Assoc., Inc. C,Ckeerg/UL) ,RAI Chl.e. (1-/- �; - *-7s(0 0 `ve • VtQ bor\/Aq 20(0- q-13- 5,112, f�a _ii+____,i'', "RP.Y;&i?�1%`�,.,'Hl�^!4.<; »;,P resit _• .,.tx• .,,zu' w rs;s.nt:w.ti.m a✓•,,•rv<r, vts-Yht r.wr«,. - �. 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Gross A Mark A Net A Gross A Mark A Net A Comments /Y/ /09' PI( S7f s/7'° /r'i /o" 9347 lo`l 6,171.. 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V1? Z Z Z Z - z v 7 Lr /IC' yitf" 2.26 L- - 22- -I zz 2 32- -z-5 3 V `— i x:37 7 r Vc/7 2/'/2- '/y z r/Z t/z `f %y 9'5/e gYfe 1CJr' e Tolerances +r• / 1 ?'/r glY ?Sir 5757 til First End Second End Gross A Mark A Net 0 Gross A Mark A Net A / Y i /6" Z /0 HY \ /1/1/ ///z. l4/'// (ejL. f7/2 /0" 197/y t 9767 /9//z. \ W 19%7 4) /t /y 9W /9A 9577 /957y'$--7,? /9//y 77/z I /916,- •g7 /9-571 w /2% 97/.? /% First End Second End Page %( Sequence No. Tendon ID Tendon Calc A Actual 0 Tolerances Gross 0 / - + /- Mark 0 Net 0 Gross A Mark 0 Net A Comments Z-1/( )Length /(5' �/!•57J' / �j I / [%1/1 1p/r 97A' lour /ZL (.;f/, •Lfni�'O Dh /) .z lizr T is 4/ 2 '13 `� t ' \ 13/y z `Iy �/d l ri 9 ,y 1'15" .- I 5 7 q{3/� " y'/z 1/4i , / /z APPS: n 5 zii7 /'lz Yrq'/y2 y`l:///v.y(c://vz, z5-1-7 y'/y /V//y ` �J i-Phl 1113f�' 15-3.- 1-r3A /71 25-3 L%�� -. / y /z - 2C y . /;/ ., /2lly 2 -i3 c/3 i 7'/i " V757Y °/a '' /15/37 -7 5l 3/V /7 W ? -57 77 ;6: "/z. J 7'z z 5_.? '-7 '/z. /7f/ 7 4.- / /09' Y * ,g'/y �/' ' /7/;7 9 ICS 34,/i b c! m 67,1 /r h 4,-2 . / `J 3/Y /026--5 M 7//�7 r 9.1/? 4..y (2 5/( '/' 9.-W 2 615' Y'/z.- , f 3/,}7 ' 97/F I,; MAYES TESTING ENGINEERS tF. V;YihN'r?I"i49W A21•jlll'T' li= V �l :i'�71 ;."IG. Mi1i i.i%,:t: ry).� I �'r�•Nr•r, »,`TN:I: MAYES TESTING ENGINEERS z Hz w 2 6V J O • 0 J = U)LL w 0 LQ co _° �.W z= w I- • w U a ot- ww LIZ w U Cr) O ~ z First End Second End Page / Z of / 2 - Sequence No. Tendon ID Tendon Length Calc A Actual A Tolerances +l• Gross 0 Mark A Net A Gross 0 Mark v Net A Comments z GL 091 /13/, (cie s/ /Y5le f0'' /a lc," elLfr;-/ 3el, l /0,r C=11 Z -U^•.7 f 1577 l U * 7762 4. /1 -e •z.ce V lel/ii P/Y 2 (t) ci 57.-5/y ) rl /767 z' -'7e) Ys.r W3/ ,9767 z:7( '/z /Y /z / 0 h N N ca NNNN 5 si v -gi/2, /r3/y 9 W ?5/ /f1/1 5/y S% ('-;47 itc1;� fv err / - Y-7/7 .._- .-- r/z /'5-k •— 77452 tF. V;YihN'r?I"i49W A21•jlll'T' li= V �l :i'�71 ;."IG. Mi1i i.i%,:t: ry).� I �'r�•Nr•r, »,`TN:I: MAYES TESTING ENGINEERS z Hz w 2 6V J O • 0 J = U)LL w 0 LQ co _° �.W z= w I- • w U a ot- ww LIZ w U Cr) O ~ z 6x12 1 MAYES TESTING ENGINEERS, INC s ,tr�ta.Awl Project : Site Address: Client: Engineer: Contractor: CONCRETE LABORATORY TEST REPORT DHS Regional Headquarters 12500 International Blvd Tukwila,WA Sabey Corporation Engineers Northwest Sabey Construction Project No: E3187 Issued on: 9-7-04 Permit # (s): H04-1326 Original: Revised: ❑ Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. I (ASTM C1064) 62 ° F Rain Concrete Stoneway 432004 5557-A FIELD DATA (ASTM C31 and C172) Actual 1 Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/8" 1,660.0 lbs Fine Aggregate 1,522.0 lbs Water 222.0 lbs Fly Ash 90.0 lbs Cement --Type 1 8, II 517.0 lbs WRA 24.0 Oz ADVA 12.0 Oz Initial Storage Entrained Air Temp. (ASTM C31) (ASTM C231) 78°F NR Water / Cement Ratio: .� 0.366 Slump (ASTM C143) [Sample(s) Recd 4-1/2" 8-7-04 iRequired Strength (t'c):' Placement Location and Notes SET 1 Stair #2 P3 to roof, stair #4 P1 to level 1. 3000 Psi @ 28 days Date Made Sample # Lab # COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 8/6/2004 0078 73185 8/13/2004 7 8/6/2004 0078 73186 9/3/2004 28 88000 129230 6 x 12 6.01 16.00 8/6/2004 0078 73187 9/3/2004 28 '1 126020 6 x 12 1 6.00 28.37 3100 i NA 28.27; 4570 1 1 NA 28.27 ! 4460 1SNA 8/6/2004 Remark: 0078 73188 9/3/2004 28 1313 -RTI 6 x 12 1.'16.00 Inspector(s): Skip Szurek Tested by: Scott J Johnson 28.27 Reviewed by: NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded 4650 i NA 1 * LTi G. Beckerle, P.E. Branch Manager 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 Form #150, Rev 3, 7.0 Placement Location and Notes i MAYES TESTING ENGINEERS, INC Project : Site Address: Client: Engineer: Contractor: CONCRETE LABORATORY TEST REPORT DHS Regional Headquarters 12500 International Blvd Tukwila,WA Sabey Corporation Engineers Northwest Sabey Construction Project No: E3187 Issued on: 9-7-04 Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 Fax 425.745.1737 Permit # (s): D04-128 utt_ Original: El Revised: ❑ Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 64°F Overcast Concrete Stoneway 439725 6001 FIELD DATA (ASTM C31 and C172) Design Sample Temp. I Initial Storage Entrained Air [(ASTM C1064) Temp. (ASTM C31) (ASTM C231) 77°F NR 4.2% IMix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Water Cement --Type I/1I Daravair Fater / Cement Ratio: ' ISIump (ASTM C143) 1 ;Sample(s) Rec'd i 0.426 5.75 8-28-04 [Required Strength (t'c):' Weight (per cu.yd) 1,880.0 lbs 1,287.0 lbs 240.0 lbs 564.0 lbs 4.0 Oz 4000 Psi @ 28 days Set 1: Slab on grade at loading dock or trash compactor, to joint with asphalt. Total = 71 cy. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 8/27/2004 0087 74149 9/3/2004 8/27/2004 0087 74150 9/24/2004 7 28 28 50220 4x8 4.00 8/27/2004 0087 74151 9/24/2004 4x8 4x8 12.57 8/27/2004 0087 74152 10/22/2004 56 4x8 Remark: Inspector(s): Mark Rossow Tested by: Scott J Johnson Reviewed by: NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. * NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded o00 NA ' NA i NA NA ;' 4): • G. Beckerle, P.E. Branch Manager 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 Form 1$150, Rev 3, 7.0 MAYES TESTING ENGINEERS, INti:, CFS .:_ :�,4: tn.. Mi.« ..: 4V4)/ Vc4 8? MTE No.: E3187 .40,4411./,Hity��y Project: DHS REGIONAL HEADQUARTERS '1'f4T Address: 12500 Tukwila International Blvd, Tukwila, WA Permit #: D03-128 / D03-129 (City of Tukwila) Owner: Architect: Engineer: Contractor: Page 196 Date: Weather: Inspection: Sample(s): Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 5/17/04 Clear Lab, PT N/A Began procedures to facilitate the removal of onsite laboratory. Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing and logging reports and test results into the onsite computer database. Prepared a Post Tensioning Stressing Record for the roof level PT slab between grids B and F from 2 to 7.5. Stressing is scheduled for tomorrow, May 18. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Mark McBride REVIEWED BY: %` A2 /�- Timothy Q eckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 197 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 5/18/04 Clear Lab, PT N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing and logging reports and test results into the onsite computer database. Continued the break -down of the onsite laboratory in preparation of removal from site, which is scheduled for Friday, May 21st . Monitored the stressing of post tensioning tendons for the roof level PT slab between grids B and F from 2 to 7.5. Verified the use of calibrated equipment and gage pressures. Actual tendon elongation were measured and recorded on a Post Tensioning Stressing Record. Stressing is not completed at the end of the day and will resume tomorrow, May 19tH To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Mark McBride Bob VanderPol II REVIEWED BY: 7' Timothy G. eckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. sit�radx�4 MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 198 Date: Weather: Inspection: Sample(s): : T:cu'zaYL'+ 3 JISa!i. I • r•� 7. '. E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 5/19/04 Cloudy Welding N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425,745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 On site for visual welding inspection in accordance with AWS D1.1-00 specifications and project plans. Inspected pre -cast panel clips in accordance with details on drawing DE -01 from pre -cast manufacturer. Welding was inspected along 11 -line between B and D.5 from first floor elevation to second floor. Bottom base plate welds and top kicker braces were inspected. All welds inspected and found acceptable were marked "VT OK." One overhead weld was missing at approximately D/11, and two DICA bolts were missing at C/11. Work is in progress. Verified welder Michael Poppke has a current WABO card. Contractor notified to call for welding inspection when more erection is completed. Preliminary inspection 1 REVIEWED BY: / ./(4 Timothy . eckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. INSPECTOR: Mark Vassallo MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 199 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 5/19/04 Partly cloudy Lab, PT N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include logging reports into the onsite computer database. Continued breakdown of the onsite laboratory in preparation of removal from site. Transported remaining test cylinders, thermocouple box and site truck to the main office. Continued to monitor the stressing of post tensioning tendons for the roof level PT slab between grids B and F from 2 to 7.5. Verified the use of calibrated equipment and gage pressures. Actual tendon elongations were measured and recorded on a Post Tensioning Stressing Record. At the completion of stressing, report was compiled and submitted to Sabey to forward to the engineer of record for review. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. REVIEWED BY: T' J M Sw�/�'1A 7Z- Timothy G. kerle, P.E. INSPECTOR: Mark McBride cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. _...,.._. Project: Project Location: Pour ID: Equipment Set #1 Ram# C7 Post -Tensioning Stressing Record /on q / ,< 4't2#- 77,40/. /4, 4-'14- cee," / ,oma .g6/3 Gauge# /02. Calibration Date: 5-- 3-0V Gauge Pressure: 4'87, General Contractor: S C0r1s 74, .'.`... .....Dat-: /g/q/if Zoe' c/ , 9 Aix/V L •. •Ipspector: /'T- /t r,`2 J MAY 2 1 2004 Equipme f Set #2 Ram # i3 Gauge # --_ Calibration Date: Specified Concrete Strength: .7000 (5 Equipment Set #3 Ram # Gauge # Calibration Date: Age of Breaks: y crg)r S Strengths: 3S2•o 3'2 ?U First End Second End I Page ( of / 3 • +t;. • 8 z 1— ~W JU Uo UU CO 1,1J J w u_ d =w z� wI- w UC) o - O I— w w 21- -o ..z w 0 z 5. 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MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 200 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / 003-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 5/20/04 Partly cloudy Lab, R/S N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Continued the breakdown and removal of contents from the site lab/office in preparation of transporting. Inspected rebar prior to closing forms for wing walls for planters east of A-line between grids 4.8 and 8.2. Rebar is placed per detail J/S2.4. Okay to close forms. A final clearance inspection is required prior to placing concrete. Inspected rebar for the machine room slab and upturned beams at the roof level. Rebar is found placed per details on S3.2 and S3.3. Okay to place concrete. Date: Weather: Inspection: Sample(s): 5/21/04 Cloudy R/C (4) 4x8" INSPECTOR: Mark McBride Inspected rebar for final inspection prior to placing concrete for the machine room slab and upturned beams at the roof level, PT slab closure strips on the 4th floor and the roof level on 7.5 line and other miscellaneous walls and curbs at the roof level. All rebar is placed per approved contract documents. Contractor placed 98 cubic yards of Stoneway mix #5950-a (5000 psi requirement) at above locations by pump and consolidated mechanically. One sample of concrete was taken and four test cylinders were cast. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Mark McBride REVIEWED BY: % Timothy G. B • ckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYS TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 193 Date: Weather: Inspection: Sample(s): • E3187 DHS REGIONAL HEADQUARTERS �CE'VeD 12500 Tukwila International Blvd, Tukwila, w,4M,gy 24 Zoo D03-128 / D03-129 (Ci Tukwila) bO�MiVIUN1Ty Sabey Corporation DPME.Nr Lance Mueller and Ass dates Engineers Northwest, Inc. Sabey Construction 5/12/04 Partly cloudy Lab, PT N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing this date and logging reports and test results into the onsite computer database. Performed inspections of reinforcing steel and post tensioning tendons for the roof level PT slab between grids B and F from 2 to 7.5. Installation of elements is in progress. Items installed are per the approved contract documents. Tendons are in place and accounted for per the approved PT shop drawings. A final rebar inspection and tendon profile verification will be performed tomorrow, 5/13/04. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. Date: Weather: Inspection: Sample(s): 5/12/04 Cloudy Pre -cast welding N/A INSPECTOR: Mark McBride Inspected type 55 pre -cast connections at first floor slab level, south building elevation. Connection consists of 20 rebar dowels welded to embed in slab. Pre -cast panels will be lowered onto dowels. Found completed welds acceptable per APS pre -cast drawings, detail 55. Welds were visually inspected and accepted. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Tom Cain REVIEWED BY: -r -4-t-tiokt Timothy G ckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 194 Date: Weather: Inspection: Sample(s): • E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 5/13/04 Clear Lab, PT N/A Everett Office 917.134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include logging reports into the onsite computer database. Continued inspections of reinforcing steel and post tensioning tendons for the roof level PT slab between grids B and F from 2 to 7.5. After punch list items were addressed and either item corrections or installations were completed, all items appear to be installed per the approved contract documents. Deck is ready to receive concrete, scheduled for placement tomorrow, 5/14/04. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. REVIEWED BY: Timothy G eckerle, P.E. INSPECTOR: Mark McBride cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 195 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 5/14/04 Mostly clear Lab, PT (24) 4x8" Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing this date and logging reports and test results into the onsite computer database. Monitored the placement of concrete for the roof level PT slab between grids B and F form 2 to 7.5. Concrete was monitored at the point of discharge (pump hopper) for mix design verified and slump parameters, and at the point of placement (deck) for correction of any displaced items. Contractor placed approximately 527 cubic yards of Stoneway concrete mix #5950-a (5000 psi requirement) at above referenced location and consolidated mechanically. Four samples of concrete were taken and (5) test cylinders were cast from each sample, with two additional field cured cylinders cast with sample sets #1 and #4. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. Date: Weather: Inspection: Sample(s): 5/15/04 Cloudy Lab N/A INSPECTOR: Mark McBride, Michael Craig Performed laboratory duties that include logging reports into the onsite computer database, retrieving test samples from the field that were cast on 5/13/04, and introducing samples into water bath cure tanks. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Mark McBride REVIEWED BY: Timothy G. kerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. 4i,i,Zi:t:+s:lki.iuS 3:;b '.• MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Issued on: 5-19-04 Original: CI Revised: 0 Permit # (s): 003-128 Air Temperature: 60 ° F Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp (ASTM C 1064) 63°F Clear Concrete Stoneway 396516 5950-a Slump (ASTM CI43) 6.25" [Water / Cement Ratio: 0.336 FIELD DATA (ASTM C31 and C172) Actual Mix Proportions: Entrained Air (ASTM C231) [Date Received 4-6-04 °eo Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water W RDA -64 ADVA Evetett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,962.5Ibs 1,250.2Ibs 558.2 111.8 225.1 26.5 13.1 lbs lbs lbs Oz Oz [Design Strength (ft): 5000 at 28 days [Placement Location and Notes: j 3rd floor columns at grids E/2,8, 4, 5, 6, 7; E.9/2, 3, 4, 5; and F/6, 7. Sampled at 11 of 21 cubic yards placed. Date Made Sample # Lab # 4/5/2004 11 0116 1 L 0555 4/512004-11 0116 1 [ 055 4/5/2004 1 r 0116 0557 I 4/5/2004 r 0116 1 Remark: FC - Field Cure 0558 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested 4/12/2004 5/3/2004 5/3/2004 5/3/2004 1 Age (day) Load (lbs) 1-77-1 L 54215 J 28-1 79525 28 28 80035 1 L81075 Inspector(s): Mark McBride Tested by: Mark McBride Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes T Size (in) 4x8 4x8 Dia (in) 4.021 [4.02 4x8 4.02 4x8j 4.021 Surface Area Strength (psi) 12.67 J 54280 F12.69 1 6270 j 1 12.69 12,69i 390 6310 Reviewed by: i ing Engineers, Inc. MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional I-Ieadquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 5-19-04 D03-128 Original: CI Revised: ❑ Air Temperature: 47 ° F Weather: Product: Supplier: Ticket Number MixDesign ID : [Sample Temp. (ASTM C1064) 62 ° F Clear Concrete Stoneway : 396951 5950-a Slump (ASTM C 143) 6.25" FIELD DATA (ASTM C31 and C172) IEntrained Air (ASTM C231) % pater / Cement Ratio: i [Date Received 4-8-04 0.365 (Placement Location and Notes: 3rd floor columns at grids B/2, 3, 4, 5, 6, 7; C/2, 2.8; D/2, 2.8; and E/2. Sampled at 10 of 21 cubic yards placed. Actual Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I & II Fly Ash Water WRDA-64 ADVA [Design Strength (fc): i Everett Office 917 -134th Street SW Suite A 1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,917.4Ibs 1,256.elbs 549.0 111.0 240.7 26.4 13.0 lbs lbs lbs Oz Oz 5000 at 28 days Date Made Sample # Lab # r_s4/7M04 1 I 0117 .1 05591 Lb -341 [ 0117 1 L 0560 [ 4/7/2004 [ 1 0117 1 1 0561 1 4/7/2004 _11 0117 1 [0562 Remark: FC - Field Cure COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested kge (day) Load (lbs) Size (in) 1i-1 62060 -[ 4/14/2004 f 1 5/5/2004 1 5/5/20041 [ 5/5/2004 4x8 281 L_87040 [ [ 4 x 8 I 28 1 873101 [ 4 x 8 83595 [ 4 x 8 28 Inspector(s): Mark McBride Dia (in) [ 4.02 14.02[ [ 4.021 4.02 1 Tested by: Mark McBride Reviewed by: / Surface Area Strength (psi) 52.69 j 1 48901 L12.69 .j 6860 f [_6880 [ 12_69 1 L_6590 12.69 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 5-19-04 D03-128 Original: ❑�/ Revised: ❑ Air Temperature: 46 ° F Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) Clear Concrete Stoneway 397785 5950-a FIELD DATA (ASTM C31 and C172) Actual Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water WRDA-64 ADVA Slump Entrained Air (ASTM C 143) (ASTM C231) 570 F !Water / Cement Ratio: 0.362 6.75" J!Date Received 1 4-10-04 [Placement Location and Notes: 4th floor PT slab between grids 7.5 and 11 from B to F. Set #1 cast at 21 of 362 cubic yards placed. Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,946.3Ibs 1,239.1Ibs 553.0 lbs 112.0 lbs 240.6 lbs 26.4 Oz 13.2 Oz Design Strength (fc) 1 5000 at 28 days Date Made Sample # Lab # r47972-6-64-1 0119 -FC I ! 0567 4/9/20041 0119-FC� 0568 1 [4/9/2004-11 0119 0569 1 4/9/2004 .11 0119 0570 14/9/2004 L 0119 ! 0571 4/9/2004 Remark: 1 0119 j FC - Field Cure 0572 COMPRESSION TEST RESULTS (ASTM C39 and 01231) Date Tested 4/13/20041 4/14/2004 1 Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) 14 I L34635 I I 4 x 8 1! F-4-.021 r 12.69-1 2730 L51 4/16/20041 1 7 5/7/2004 5/7/2004 5/7/2004 28 28 37490 I L_4 x 8 49235 70915 4x8-1 4x8 4.02 4.02 J 4.02 68655 1 ! 4x8 4.02 1 28 71465 L 4x8 4.02 Inspector(s): Mark McBride Kevin rahGraham Tested by: Mark McBride F12.69 J 12.6-9-1 12.69 12.69 12.69 Reviewed by: / t1 2950 1 3880 5590 5410 1 5630 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Test ngine ers, Inc. MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Issued on: 5-19-04 Original: 0 Revised: ❑ Permit # (s): D03-128 Air Temperature: 51 °F Weather: Clear Product: Concrete Supplier: Ticket Number : MixDesign ID : Stoneway 397880 5950-a FIELD DATA (ASTM C31 and C172) Actual Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water WRDA-64 ADVA Sample Tcmp. Slump{Entrained Air (ASTM C 1064) (ASTM C 143) (ASTM C231) 61 °F 7.0" [Watcr / Cement Ratio: Date Received 0.357 4-10-04 [Design Strength (Pc): Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,960.8Ibs 1,245.CIbs 557.3 lbs 110.0 lbs 238.1 lbs 26.5 Oz 13.1 Oz 5000 at 28 days {Placement Location and Notes: 1 4th floor PT slab between grids 7.5 and 11 from B to F. Set #2 cast at 170 of 362 cubic yards placed. Date Made l 4/9/2004 L4/9/2004 1 r 4/9/2004 1 4/9/2004 Sample # 0120 0120 0120 1 Remark: FC - Field Cure Lab # 0573 0574 0575 0120 J 1 0576 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested 4/16/2004 5/7/2004 5/7/2004 1 5/7/2004 1 e gee((clay) Load (lbs) 50565 28 69755 28 1 70615 28 69395 Size (in) Dia (in) 4 x 8 4.021 4x8 4x8 4x8 1 4.02 1 4.021 4.02 1 Inspector(s): Mark McBride Kevin Graham Tested by: Mark McBride Reviewed by: % Surface Area 12.69 12.69 12.69) 12.691 Strength (psi) 3980 5500 1 L5560 5470 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Te (lj'• Engineers, Inc. MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 5-19-04 D03-128 Original: El Revised: ❑ Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 64 ° F Clear Concrete Stoneway 398004 5950-a Sample Temp. (ASTM C1064) I L 61°F FIELD DATA (ASTM C31 and C172) Actual ! Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water WRDA-64 ADVA Slump Entrained Air (ASTM C143) (ASTM C231) I 6.75" [Water / Cement Ratio: [Date Received 0.349 4-10-04 Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,962.3Ibs 1,243.7lbs 556.0 110.0 232.5 26.4 13.2 lbs lbs lbs Oz Oz [Design Strength (Pc): 5000 at 28 days Placement Location and Notes: 4th floor PT slab between grids 7.5 and 11 from B to F. Set #3 cast at 322 of 362 cubic yards placed. Date Made Sample # r 4/9/2004 l L 0121 -FC [ 4/9/2004 1 4/9/2004 4/9/2004 , t 0121 I 1 4/9/2004 0121 J 4/9/2004 1r 0121 Remark: FC - Field Cure 0121 -FC 0121 Lab # 0577 1 0578 1 0579 0580 0581 0582 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested 4ge (day] Load (lbs) Size (in) 4/13/2004 4/14/2004 4/16/2004 5/7/2004 5/7/2004 5/7/2004 4 5 7 28 32230 [ 4 x 8 36845 43685 68010 28 1 L 66780 28 64735 4x8 4x8 4x8 Dia (in) Surface Area Strength (psi) 1 4.02 1 r-1-2.69 1 2540 4.02 4.02 4.02 1 04x8 114.02 4x8 4.02 Inspector(s): Mark McBride Kevin Graham Tested by: Mark McBride Reviewed by: %^ " 12.69 12.69 1 2900 J L3440 12.691 F5360 12.69 j 5260 1 L 12.69 ] L_5100 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. - ♦.vte:n+.is..,::�di ftiE1C�;G,ed �' ,04;,4tVitlit. ;}'tat Lid h1x+u'I,iCJ f " •Slk au iw 041.65. 41rsli6, • 1' 75395 , MAYES TESTING ENGINEERS, INC r, t CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 5-19-04 003-128 Original: 0 Revised: ❑ Air Temperature: 50 ° F Weather: Occasional Showers Product: Concrete Supplier: Stoneway Ticket Number : 399167 MixDesign ID : 5950-a FIELD DATA (ASTM C31 and C172) rSample Temp. Slump Entrained Air (ASTM C1064) I [(ASTM C I43) I (ASTM C231) I 64°F 5.75" [Water / Cement Ratio: i Date Received 0.352 4-15-04 Actual Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water WRDA-64 ADVA Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,960.81bs 1,249.SIbs 552.7 107.3 232.2 26.5 13.1 lbs lbs lbs Oz Oz [Design Strength (f c): 5000 at 28 days [Placement Location and Notes: 4th floor columns at grids D/8, 10.2, 11; E/8, 9, 10, 11; and E.9/8, 9, 10, 11. Date Made 4/14/2004 1 4/14/200-41 1 4/14/2004 J l 0122 4/14/200411 0122 I Remark: FC - Field Cure COMPRESSION TEST RESULTS (ASTM C39 and C1231) Sample # Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) 0122 1 1 05831 4/21/2004 1 7 0122 r 0584 0585 05861 5/12/2004 { 28 5/12/2004 5/12/2004 54015 1 r 4 x 8 1 1 4.02 7 75650 28 C 281 73760 L4x8 4x8 1 4x8 4.02 4.02 r-4.o2J Surface Area Strength (psi) 12.69 x-4260 1 12.69 1 D960 L 12.69 1 15810 12.6-9-1 1 5940 Inspector(s): Mark McBride Tested by: Mark McBride Reviewed by: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Te g Engineers. Inc. MAYES TESTING ENGINEERS, INC t#.cii:S. 1:':1'71•1;. : CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 5-19-04 D03-128 Original: 0 Revised: 0 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C 1064) I 66 ° F Partly Cloudy Concrete Stoneway 400442 5950-a FIELD DATA (ASTM C31 and C172) Actual Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water WRDA-64 ADVA (ASTM CI43) I I (ASTM C231) Slump Entrained Air 64°F 5.75" IWatcr / Cement Ratio: [Date Received 0.327 4-17-04 [Placement Location and Notes: ' [Design Strength (fc): Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,962.3Ibs 1,250.5Ibs 569.0 lbs 111,0 lbs 222.2 lbs 26.4 Oz 13.2 Oz 5000 at 28 days 4th floor shear walls C and D lines from 9 to 9.4. 4th floor columns at grids B/8, 9, 10, 11 and C/8, 10.2, 11. COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Made Sample # Lab # Date Tested L4/16/2004 1 L_0124 ] L0591 4/23/2004 1 4/16/2004i[ 0124 F 0592 1 1 5/14/2004 L4/16/200411 0124 r4/16/20-6-4-11 0124 L0593 0594 I 1 5/14/2004 5/14/2004 4ge (day] Load (lbs) 52110 1 D2625 7 28 28 74255 Size (in) 4x8 x8 1 4x8) __28 J L 77450 _) 1 4 x 8 1 Dia (in) Surface Area 4.01 4.01 4.01 4.01] 12.63 12.63 L 12.63 Strength (psi) 41301 5750 5880 12.63 x6130 Remark: FC - Field Cure Inspector(s): Mark McBride Tested by: Mark McBride Reviewed by: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Tes g Engineers, Inc. �ii�i+lfrrli:L+Iw MAYE$ TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 5-19-04 D03-128 Original: El Revised: 0 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : [Sample Temp. (ASTM C1064) 69°F 77 ° P Clear Concrete Stoneway 402738 5950-a Slump (ASTM C143) 6.25" [Date Received 4-27-04 [Water / Cement Ratio: 0.346 FIELD DATA (ASTM C31 and C172) Actual l Mix Proportions: [Entrained Air (ASTM C231) Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water WRDA-64 ADVA Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1 ,962.2Ibs 1,241,CIbs 556.0 lbs 107.0 lbs 229.2 lbs 26.4 Oz 13.2 Oz [Design Strength (fc): 5000 at 28 days [Placement Location and Notes: i 4th floor columns at grids E/2.8, 4, 5, 6, 7; E.9/3, 4, 5; and F/6, 7. Sampled at 10 of 21 cubic yards placed. Date Made Sample # Lab # 4/26/2004 f t 0131 J 1 0623 L4/26/2004 I F0131 J 0624 F4/26/2004 11 0131 LA/26/2004 1 0131 Remark: FC - Field Cure 0625 0626 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested t ge (day) Load (lbs) F5/3/2004 7 5/24/2004 28 J I 5/24/2004 5/24/2004 28 28 J 46720 Size (in) Dia (in) Surface Area Strength (psi) 4x8 4x8 4x8 4x8 4.02 Inspector(s): Mark McBride Tested by: Mark McBride Reviewed by: T Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Te 12.69 1 [ 3680J �, ,. f•ua:s' cet�ukta [ Engineers, Inc. MAYES TESTING ENGINEERS, INC • f CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 5-19-04 D03-128 Original: El Revised: ❑ Air Temperature: 74 ° F Weather: Clear Product: Concrete Supplier: Ticket Number : MixDesign ID : Stoneway 403923 5950-a Sample Temp. Slump (ASTM C1064) (ASTM C143) 1 FIELD DATA (ASTM C31 and C172) Entrained Air (ASTM C23 1 ) 66°F 5.0" [Date Received .rte 4-30-04 Water / Cement Ratio: 0.344 % Actual Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water W RDA -64 ADVA Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,957.2Ibs 1,241.EIbs 556.4 115.5 231.2 26.5 13.1 lbs lbs lbs Oz Oz [Design Strength (Pc): 4000 at 28 days [Placement Location and Notes: ' 4th floor shear walls on 6 and 7 lines from C to D and on C and D lines from 5.4 to 7. Date Made Sample # 4/29/20041 L 0132 1 4/29/2004 0132 J 4/29/2004 0132 Lab # [-06271 0628 0629 4/29/2004 1L 0132 1 L 0630 Remark: FC - Field Cure COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested 5/6/2004 5/27/2004 1 5/27/2004 5/27/20041 4ge (days Load (lbs) T58415 7 28 28 , 28 L" Inspector(s): Mark McBride Tested by: Mark McBride Size (in) 4x8 4x81 4x81 Dia (in) 4.02 4x8 Reviewed by: J Surface Area [ 12.6 { r Strength (psi) 4600 1 1 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes TestirfgFngineers. Inc. MAYE$ TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 5-19-04 D03-128 Original: EJ Revised: ❑ Air Temperature: 68 ° F Weather: Clear Product: Supplier: Ticket Number MixDesign ID : Sample Temp. (ASTM C 1064) Concrete Stoneway 404077 5950-a Slump (ASTM C143) 69°F 6.0" FIELD DATA (ASTM C31 and C172) , Actual Mix Proportions: lEntrained Air (ASTM C231) !Water / Cement Ratio: (Date Received 0.363 5-1-04 Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water WRDA-64 ADVA Daraset Design Strength (Pc): 500 Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,960.2Ibs 1,243.7Ibs 557.0 lbs 110.0 lbs 242.4 lbs 26.4 Oz 13.2 Oz 43.0 Oz 0 at 28 days [Placement Location and Notes: I Roof level PT slab between grids B and F from 7.5 to 11. Set #1 cast at 73 of 360 cubic yards placed. COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Made Sample # Lab # Date Tested 1_4/30/2004 1L0133 -FC 1 F0631 5/4/2004 r4/30/20041L0133-FC 1 0632 4/30/2004 1 F 0133 —1 I. 06i-31 4/30/2004 11 0133 1 L0634 j [4/30/2004 11 0133 �1 F0633-1 1-4/30/2004 i1 0133 1 1 0636 1 5/4/2004 F5/7/2004 1 5/14/2004 1 5/28/2004 1 5/28/2004 Age (day) Load (lbs) 1 40715 [ 409401 4 4 ( 7 14 1-28 Size (in) Dia (in) 1 4.02 4x8 4x8 1(4.027 52105 1 4 x 8 1 4.0� [4x811 55560 28 J 4x8 4.01 Surface Area 1 12.69 12.69 1 F12.69 1 012.63 I i J C 4 x 8 11��1 (� L4/30/2004 11 0133 063'71 1 5/28/2004 1l28J Remark: FC - Field Cure Inspector(s): Carl Reynolds Tested by: Mark McBride L 4x8 11- I_ Michael Craig Reviewed by: Strength (psi) 3210 1 3230 4110-1 4400 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testi ngineers, Inc. z =I-= W �QQ2 JU U O CD 0 J W O 2 g< U� =d �w z= I— Z I— W U� O — O I— I W W u -O .. z W O~ z MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 5-19-04 D03-128 Original: Revised: ❑ Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C 1064) 73 °F Clear Concrete Stoneway 404144 5950-a FIELD DATA ; (ASTM C31 and C172) Actual Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water WRDA-64 ADVA Daraset Slump Entrained Air (ASTM C143) (ASTM C231) 70°F 5.75" Water /Cement Ratio: Pate Received' 5-1-04 0.361 [Design Strength (Pc): Everett Office 917 -134th Street SW Suite A 1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,960.2Ibs 1,243.11bs 550.0 lbs 109.0 lbs 237.9 lbs 26.4 Oz 13.2 Oz 43.0 Oz 5000 at 28 days [Placement Location and Notes: 1 Roof level PT slab between grids B and F from 7.5 to 11. Set #2 cast at 195 of 360 cubic yards placed. Date Made Sample # 1 4/30/2004 4/30/2004 0134 0134 4/30/2004-11 0134 [4/30/2004 1 0134 1 4/30/20041_ 0134 Remark: FC - Field Cure COMPRESSION TEST RESULTS (ASTM C39 and C1231) Lab # Date Tested 4ge (dayl Load (lbs) 0638 0639 0640 0641 0642 5/7/2004 5/14/2004 5/28/2004 5/28/200 5/28/2004 7 14 56810 65085 28 28 28 L Size (in) Dia (in) Surface Area Strength (psi) 4x8 4x8 4x8 4.02 4.01 4x8 4x8 12.69 12.63 J J 4480 5150 Inspector(s): Carl Reynolds Michael Craig .I Tested by: Mark McBride Reviewed by: 7• -11t4n4% /�✓ ` Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testi Engineers, Inc. z _1- w C4 _t0 O 0 N D J• = t— U) u - w0 U -Q rn d F._ z= Zo W 0 0— 0 I— WW 1— z w U= O~ z MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 5-19-04 D03-128 Original: ❑Q Revised: ❑ Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 76 ° F Clear Concrete Stoneway 404261 5950-a Sample Temp. (ASTM C 1064) L 68 ° F Slump (ASTM CI43) 6.5" [Date Received I 5-1-04 (Water / Cement Ratio: 0.366 FIEL (ASTM C Entraincd Air (ASTM C231) D DATA 31 and C172) , Actual I Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water WRDA-64 ADVA Daraset [Design Strength (fc): 500 Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1 ,959.2Ibs 1,239.21bs 548.2 110.0 240.6 26.5 13.1 42.7 lbs lbs lbs Oz Oz Oz 0 at 28 days [Placement Location and Notes: Roof level PT slab between grids B and F from 7.5 to 11. 4th floor columns at grids E/2; D/2, 2.8; C/2, 2.8; and B/2, 3, 4, 5, 6, 7. PT slab closure pour on the 3rd floor on 7.5 line. Set #3 cast at 319 of 360 cubic yards placed. Date Made Sample # r 4/30/200 [ 0135 -FC [ 4/30/2004 1[0135 -FC 4/30/2004) [ 0135 4/30/2004 4/30/2004 4/30/2004 [4/30/2004 Remark: 0135 Lab # 0643 0644 0645 5646 L 0135 I 10647 0135 J 06487 [ 0135 7 FC - Field Cure 0649 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested 5/4/2004 F5/4/2004 5/7/2004 r5/14/20047 5/28/2004 5/28/2004 I 5/28/2004 6,ge (day] Load (lbs) 1 4-I 45015 4 1 r 44770 1 52910 7 147 1 62015 28 28 28 r Inspector(s): Carl Reynolds Tested by: Mark McBride Size (in) 4x8 4x8 4x8 [ 4x8 4x8 T4 x 8 Dia (in) Surface Area 4.021 12.69 4.02 12.69 4.02J 12.69 4.01 1 F12.63 J 4x8 Michael Craig Reviewed by: Strength (psi) [ 355(i1 3530 4170 F4-9101 7 r Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Tes d ngineers, Inc. MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 5-19-04 D03-128 Original: Revised: ❑ Air Temperature: 63 °F Weather: Partly Cloudy Product: Supplier: Ticket Number : MixDesign ID : Concrete Stoneway 405423 5950-a 1 FIELD DATA (ASTM C31 and C172) Sample Temp. Slump Entrained Air (ASTM C1064) (ASTM C143) (ASTM C231) 67°F 5.25" [Water / Cement Ratio: ' [Date Received 0.366 5-6-04 Actual Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water WRDA-64 ADVA [Design Strength (Pc): Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,962.elbs 1,242.4Ibs 550.9 lbs 108.2 lbs 241.3 lbs 26.5 Oz 13.1 Oz 4000 at 28 days [Placement Location and Notes: 1 4th floor shear walls on C and D lines from 3.6 to 4.4 and on 4 line from C to D. Date Made Sample # 5/5/2004 1 5/5/2004 j F0136 L5/5/2004 ] F6136 5/5/2004 Ir 0136 Remark: FC - Field Cure 0136 Lab # L 0650 06511 [0652 0653 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested a ge (day) Load (lbs) 5/12/20041 771 6/2/2004 6/2/2004 6/2/2004 28 1 [ 28 28 67345 Size (in) 4x8 L4x8 Dia (in) 4.02 4x8 4x8 Inspector(s): Mark McBride Tested by: Mark McBride Reviewed by: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Tes Surface Area Strength (psi) 12.69 [ L 5310 Engineers, Inc. Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 189 Date: Weather: Inspection: Sample(s): E3187 �� DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA /1,q), '/kiis off, D03-128 / 003-129 (City of Tukwila) J Y elgh ul 44) Sabey Corporation Lance Mueller and Associate Engineers Northwest, Inc. Sabey Construction 5/04/04 Cloucy Lab, PT, R/S (4) 4x8" • Everett Office 917.134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253,584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing and logging reports and test results into the onsite computer database. Monitored the stressing of post tensioning tendons for the roof level PT slab between grids B and F from 7.5 to 11. Verified the use of calibrated equipment and gage pressure. Actual tendon elongations were measured and recorded on a Post Tensioning Stressing Record. Stressing is not completed by the end of the day and will resume tomorrow, 5/5/04. Inspected prior to closing forms for 4th floor shear walls on C and D lines from 3.6 to 4.4 and on 4 - line from C to D. Rebar found placed per contract documents. Okay to close forms. A final clearance inspection is required prior to placing concrete. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Mark McBride REVIEWED BY: 77yI Timothy G eckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 190 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 5/05/04 Cloudy Lab, PT, R/S, R/C (4) 4x8" wu- Everett Office 917.134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing and logging reports and test results into the onsite computer database. Continued to monitor the stressing of post tensioning tendons for the roof level PT slab between grids B and F from 7.5 to 11. Verified the use of calibrated equipment and gage pressure. Actual tendon elongations were measured and recorded on a Post Tensioning Stressing Record. At the completion of stressing, records were compiled and submitted to Sabey to forward to the engineer of record for review. Inspected rebar for a final clearance inspection prior to placing concrete for 4th floor shear walls on C and D lines from 3.6 to 4.4, and on 4 -line from C to D. Rebar is found placed per contract documents. Contractor placed Stoneway concrete mix #5950-a (4000 psi requirement) at above referenced locations by pump and consolidated mechanically. One sample of concrete was taken and four test cylinders were cast. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Mark McBride REVIEWED BY: / It" g4.44/... -- Timothy G.. Beckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. 413.L3'dti n-4 7 V 0 n 0 Post -Tensioning Stressing Record Pro'ect:7),SZj2'iiee/�Gfu� 4v -S C - l � General Contractor: <ley 5'7, Project Location: '/l/ GJJQ Date: l4' Hey g4Vy (75- /%4 Z Pour ID: �.��� / fcr Inspector: _Pi /4-1/.%: iaie Equipment Set #1 Ram # 5-2? 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MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 191 Date: Weather: Inspection: Sample(s): N.. {& Li' .n..iL?ini=:d✓w:J-L4Y >.W.i. .: •.. E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 5/06/04 Cloudy Lab N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing this date and logging reports and test results into the onsite computer database. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. Date: Weather: Inspection: Sample(s): 5/07/04 Cloudy Lab N/A INSPECTOR: Mark McBride Performed laboratory duties that include testing samples scheduled for testing this date and logging reports and test results into the onsite computer database. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Mark McBride REVIEWED BY: - " Timothy Cdeeckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 192 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / 003-129 (Ci - ukwila) Sabey Corporation Lance Mueller and Engineers Northwes Sabey Construction 4/30/04 Clear Lab, PT, R/C, R/S (19) 4x8" Everett Office 917.134th Street SW Suite A•1 Everett, WA 98204 ph 425.742.9360 fax 425,745.1737 Tacoma Office 10029 S. Tacoma Way Suite E2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing this date and logging reports and test results into the onsite computer database. Monitored placement of 360 cubic yards of Stoneway concrete mix #5950-A placed for roof level PT slab between grids B and F from 7.5 to 11; 4th floor columns at grids E/2, D/2 and 2.8, C/2 and 2.8, B/2, 3, 4, 5, 6 and 7; and 3rd floor closure strip along 7.5 line. Concrete was placed by pump and mechanically consolidated. Re -steel previously approved by MTE rep Mark McBride on 4/29/04. Cast three sets of cylinders for compression strength tests. Slump ranged from 5-3/4" to 6-1/2", and temperature ranged from 68°F to 70°F. Field cure cylinders were also cast for stressing purposes. Approximately 5 cubic yards concrete was rejected due to time and slump. Ticket number was 404289. Temperature of concrete at time of rejection was 80°F, and slump was approximately 2- 1/2" Re -steel in closure strip was inspected prior to concrete placement and found to be in compliance to plans and specifications. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Carl Reynolds, Michael Craig REVIEWED BY: / •✓J Timothy G. ckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. ,,::..:;ice ! r„- r a :LyU.IV MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 185 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tu ila D03-128 / D03-129 (City of TukwilaW Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 4/27/04 Occasional rain Lab, PT N/A RECEIVED .MAY 071 DEvELopmCOMMUNITY eti, Everett Office 917.134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing, logging reports and test results into the onsite computer database, retrieving test samples from the field that were cast on 4/26/04, and introducing samples into water bath cure tanks. Monitored the stressing of post tensioning tendons for the 4th floor PT slab between grids B and F from 2 to 7.5. Verified the use of calibrated equipment and gage pressures. Actual elongations were measured and recorded on a Post Tensioning Stressing Record. Stressing is not completed at the end of the day and will resume tomorrow, 4/28/04. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. Date: Weather: Inspection: Sample(s): 4/27/04 Light rain Visual welding N/A INSPECTOR: Mark McBride On site at DHS for visual welding inspection in accordance with AWS D1.1-00 specifications and project plans. Re -inspected two tube steel post supports on Level P3 at stair #3, where the embed plates were offset and full welding all around was not possible. Both tube steel posts are now per B&B Fabricators faxed repair dated 4/22/04, where angles are now welded per faxed detail. This fix is acceptable at P3 stair #3 locations. Item #4 listed on City of Tukwila report dated 4/20/04, inspection No. 51, has been corrected. Verified welder James Verwey has a current WABO card. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. REVIEWED BY: % '`'l Timothy eckerle, P.E. INSPECTOR: Mark Vassallo cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. W....ro,+n.r:.wfid .Rh r'.1�Nhiv;.r MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 186 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03 -1281D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 4/28/04 Mostly clear Lab, PT N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E•2 Tacoma, WA 98499 ph 253.584.3720 fax 253.564.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing and logging reports and test results into the onsite computer database. Continued to monitor the stressing of post tensioning tendons for the 4th floor PT slab between grids B and F from 2 to 7.5. Verified the use of calibrated equipment and gage pressures. Actual elongations were measured and recorded on a Post Tensioning Stressing Record. At the completion of stressing, records were compiled and submitted to Sabey to forward to the engineer of record for review. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Mark McBride REVIEWED BY: Timothy eckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 187 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 4/29/04 Clear Lab, PT, R/S, R/C (4) 4x8" Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing and logging reports and test results into the onsite computer database. Performed final inspection of rebar prior to placing concrete for 4th floor shear walls on 6 and 7 lines from C to D and on C and D lines from 5.4 to 7. Rebar is placed per approved contract documents. Rebar was inspected prior to form closure as well. Contractor placed Stoneway concrete mix #5950-a (4000 psi requirement) at above referenced locations by pump and consolidated mechanically. One sample of concrete was taken and four test cylinders were cast. Performed final inspections of reinforcing steel and post tensioning tendons for the roof level PT slab between grids B and F from 7.5 to 11. After punch list items were addressed to the ironworkers and items were corrected, all items inspected appear to be in conformance with approved contract documents. Deck is ready to receive concrete scheduled for placement tomorrow, 4/30/04. Inspected rebar prior to closing forms for 4th floor columns at grids E/2; D/2 and 2.8; C/2 and 2.8; and B2 through 7. Rebar is placed per approved contract documents. Okay to close forms. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Mark McBride REVIEWED BY: Timothy eckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. kt MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 188 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / 003-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 5/03/04 Partly cloudy Lab, PT N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing, logging reports and test results into the onsite computer database, retrieving test samples from the field that were cast on 4/30/04, and introducing samples into water bath cure tanks. Prepared a Post Tensioning Stressing Record for the roof level PT slab between grids B and F from 7.5 to 11. Stressing is scheduled for tomorrow, 5/4/04. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Mark McBride REVIEWED BY: r "1/2.t.4%Lve--- Timothy G. ckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. :l.•%.'ri.�J:;:.:+.t!'J.�.i�.:Sai:�!Z�::4�1.is,{aou'sS% MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 178 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 4/19/04 Cloudy Lab, R/C (4) 4x8" RECO' corttuvii MIT)" DEVELOPMENT Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing, logging reports and test results into the onsite computer database, retrieving test samples from the field that were cast on 4/16/04, and introducing samples into water bath cure tanks. Performed final inspection of rebar prior to concrete placement for the southeast tunnel slab and the PT slab closure pour on the second floor. Contractor placed Stoneway concrete mix #5950-a (5000 psi requirement) at above referenced locations by pump and mechanically consolidated. One sample of concrete was taken and four test cylinders were cast. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Mark McBride REVIEWED BY: T A Timothy G. Bfe.dkerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 179 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA 003-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 4/19/04 Inside Visual weld N/A Everett Office 917.134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 On site at DHS for visual welding inspection in accordance with AWS D1.1-00 specifications. Inspected loading dock 10x6" tube steel framing on Level P3 at A-line between grids 6 and 7 (reference detail G-3.3). Top connection posts have been welded in lieu of through -bolting with a minimum 'A" fillet weld. Inspected 3x3" tube steel posts to embed plates next to stair 2 and 3 on Levels P3, P2, P1, L1 and L2. Multiple locations have embed plates offset from tube steel posts, preventing welding all around. Engineer to review and submit RFI for acceptance/re-work required where embed plates do not match. Inspected stair 4 embed posts at Level P1. No problems noted. Tube steel marked "VT OK" for welds only acceptable to code. Preliminary inspection INSPECTOR: Mark Vassallo -9"44Z REVIEWED BY: ✓ M Timothy G. ckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 180 Date: Weather: Inspection: Sample(s): • E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 4/20/04 Cloudy Lab, PT N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include logging reports and test results into the onsite computer database, retrieving test samples from the field that were cast on 4/19/04, and introducing samples into water bath cure tanks. Performed preliminary inspections of reinforcing steel and post tensioning tendons for the 4th floor PT slab between grids B and F from 2 to 7.5. Element installation and inspections are ongoing. Slab is scheduled for concrete placement on Friday, 4/23/04. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: ckerle, P.E. INSPECTOR: Mark McBride cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 181 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 4/21/04 Clear Lab, PT N/A Everett Office 917.134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing and logging reports and test results into the onsite computer database. Continued inspections of reinforcing steel and post tensioning tendons for the 4th floor PT slab between grids B and F from 2 to 7.5. PT tendons are all in place and profiled per the approved shop drawings. Top and perimeter rebar installation is in progress. Installation and inspections of items are ongoing. Final inspections to be performed tomorrow. Slab is scheduled for concrete placement on Friday, 4/23/04. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSIPECTOR: Mark McBride REVIEWED BY: 7 Timothy G. ckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. • A MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 182 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 4/22/04 Clear Lab, PT, R/S, R/C (4) 4x8" Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing and logging reports and test results into the onsite computer database. Performed final inspections of reinforcing steel and post tensioning tendons for the 4th floor PT slab between grids B and F from 2 to 7.5. After punch list items were completed, all items inspected are placed per approved contract documents. Deck is ready to receive concrete scheduled for placement tomorrow, 4/23/04. Inspected rebar prior to placing concrete for a slab on grade portion between approximate grid lines 7 and 7.3 from C.3 to D and stem wall on 10.8 line from A to C.4 on Level P-3. Rebar is placed per the approved contract documents. Contractor placed 10 cubic yards of Stoneway concrete mix #4356-a (4000 psi concrete) by Georgia buggy and consolidated mechanically. One sample of concrete was taken and four test cylinders were cast. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Mark McBride REVIEWED BY: r r •42 Timothy Beckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. ri. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 183 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila international Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 4/23/04 Cloudy Lab, PT slab (20) 4x8" Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing, logging reports and test results into the onsite computer database, retrieving test samples from the field that were cast on 4/22/04, and introducing samples into water bath cure tanks. Monitored placement of concrete for the 4th floor PT slab between grids B and F from 2 to 7.5. Concrete was monitored at the point of discharge (pump hopper) for mix design verification and slump parameters, and at the point of placement (deck) for correction of any displaced items. Contractor placed 570 cubic yards of Stoneway concrete mix #5950-a (5000 psi requirement) at above referenced location by pump and consolidated mechanically. Four samples of concrete were taken and four test cylinders were cast from each, with two field cured cylinders cast with sample sets #1 and #4. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Mark McBride, Mike Virgilio REVIEWED BY: r _ /r'I Timothy G eckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 184 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 4/26/04 Clear Lab, PT, R/C (4) 4x8" Everett Office 917 -134th Street SW Suite A•1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing, logging reports and test results into the onsite computer database, retrieving test samples from the field that were cast on 4/23/04, and introducing samples into water bath cure tanks. Prepared a Post Tensioning Stressing Record for the 4th floor PT slab between grids B and F from 2 to 7.5. Stressing is scheduled for tomorrow, 4/27/04. Inspected rebar prior to closing forms and placing concrete for 4th floor columns at grids E/2.8, 4, 5, 6 and 7; E.9/3, 4 and 5; and F/6 and 7. Rebar is placed per contract documents. Contractor placed 21 cubic yards of Stoneway concrete mix #5950-a (5000 psi required) at above referenced locations by pump and consolidated mechanically. One sample of concrete was taken and four test cylinders were cast. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Mark McBride REVIEWED BY: Timothy eckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. 1.4..141 '�wx: moves Yi MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 177 Date: Weather: Inspection: Sample(s): ..U6.1:.J41i PI4 2�4 iYrtiniP:, DHS REGIONAL HEADQUARTERS A,�1y 12500 Tukwila International Blvd, Tukwila, WA "*/ 12500 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 4/16/04 Cloudy Lab, R/C (4) 4x8" Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing and logging reports and test results into the onsite computer database. Inspected rebar for final clearances prior to placing concrete for fourth floor shear walls on C and D lines from 9 to 9.4 and on 9 line from C to D, and columns at grids B/8, 9, 10 and 11, and C/8, 10.2 and 11. Clearances found to be acceptable after some minor adjustments. Contractor placed Stoneway concrete mix #5950-a (5000 psi required) at above referenced locations by pump and by crane and bucket and consolidated mechanically. One sample of concrete was taken and four test cylinders were cast. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Mark McBride REVIEWED BY: / 4' Timothy G. BUkerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 176 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS q‹., �O. 12500 Tukwila International Blvd, Tukwila, ctQ.o%t� D03-128 / D03-129 (City of Tukwila) A7 c(:)), Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 4/15/04 Occasional rain Lab, R/S None Everett Office 917.134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing, logging reports and test results into the onsite computer database, retrieving test samples from the field that were cast on 4/14/04, and introducing samples into water bath cure tanks. Inspected rebar prior to closing forms for fourth floor shear walls on C and D lines from 9 to 9.4 and on 9 line from C to D, and columns at grids B/8, 9, 10 and 11, and C/8, 10.2 and 11. Rebar is placed per the approved contract documents. A final clearance inspection is required prior to placing concrete. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Mark McBride REVIEWED BY: / Timothy (6eckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 170 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwi , WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 4/07/04 Mostly clear Lab, PT, R/C (4) 4x8" Everett Office 917.134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include logging reports into the onsite computer database. Continued to monitor the stressing of post tensioning tendons for the third floor PT slab between grids 2 and 7.5 from B to F. Verified the use of calibrated equipment and gage pressures. Actual tendon elongations were measured and recorded on a Post Tensioning Stressing Record. At the completion of stressing, data was compiled and submitted to Sabey to forward to the engineer of record for review. Inspected rebar prior to placing concrete for third floor columns at grids B/2, 3, 4, 5, 6 and 7; C/2, 2.8; D/2, 2.8; and E/2. Rebar is placed per contract documents. Contractor placed 21 cubic yards of Stoneway concrete mix #5950-a (5000 psi requirement) at these locations by crane and bucket and consolidated mechanically. One sample of concrete was taken and four test cylinders were cast. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Mark McBride REVIEWED BY: /-4"-‘,/:4144 Timothy G. B kerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. •r.';:::_:J.li,.�. r,...::,:i�4::.:Y::.�.....:;.�d:'::xia.alt::v.�„-"si7;; Post -Tensioning Stressing Record pi Project: ,!/ 5 Q dk, cf / / c/goa Ii4-j E 3if 7 General Contractor: C>�l Project Location: / Li ,/i,,,. /C-1 . 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IOW 7.3&"?/33/Y 2-5 - _ 34. /0 z2517.- 10 370 / 3 1/2_ 7,-3`/z- to /0 10 /351e z35 -i to '3 -Ts- i 3 qz_ 2-3-51Y /al? -3-7 tp 133/y 2-312. iogif 577 / /3 Yz- .. -z-31z.. .1 to -1 SINEMILliellemismillisivaereimmmilearraremismimropwroromusomeramenommeetzere-mvenr..01.. 414MM"M""X""W"W"V".4""SI'VM:1"4 " MAYES TESTING ENGINEERS re LAI 6 = —J 0 • 0 U) cow W —J W o a w z I-0 z 1- w Lu • 0 • (13 0— W I 0 wz 0 o • 1- z MAYES TESTING ENGINEERS, INC. ENSIZINMENEMBITREMERIETERIErligat:.::,1', ": MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 171 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / 003-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 4/08/04 Mostly clear Lab, PT, R/C (4) 4x8" Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing, logging reports and test results into the onsite computer database, retrieving test samples from the field that were cast on 4/7/04, and introducing samples into water bath cure tanks. Performed final inspections of reinforcing steel and post tensioning tendons for the fourth floor PT slab between grids 7.5 and 11 from B to F. After punch list items were addressed and corrected, all items appear to be installed per the contract documents. Deck is ready to receive concrete, scheduled for placement tomorrow, 4/9/04. Performed final inspection of rebar prior to placing concrete for third floor shear walls on C and D lines from 5.4 to 7 and on 6 and 7 lines from C to D. Clearances are found acceptable. Rebar was inspected prior to form closure and is placed per contract documents. Contractor placed 79 cubic yards of Stoneway concrete mix #4356-a (4000 psi requirement) at above referenced locations by pump and consolidated mechanically. One sample of concrete was taken and four test cylinders were cast. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Mark McBride REVIEWED BY: / /4/ iti4414,-- Timothy G. ckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 172 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 4/09/04 Mostly clear Lab, PT, R/C (4) 4x8" Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing, logging reports and test results into the onsite computer database, retrieving test samples from the field that were cast on 4/8/04, and introducing samples into water bath cure tanks. Monitored the placement of concrete for the fourth floor PT slab between grids 7.5 and 11 from B to F. Concrete was monitored at the point of discharge (pump hopper) for mix design verification and slump parameters, and at the point of placement (deck) for correction of any displaced items. Contractor placed 362 cubic yards of Stoneway concrete mix #5950-a (5000 psi requirement) by pump and consolidated mechanically. Three samples of concrete were taken and four test cylinders were cast from each, with two additional field cure cylinders cast with samples sets 1 and 3. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Mark McBride, Kevin Graham REVIEWED BY: %~ /7 Timothy G. kerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. •rtker ron MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 173 Date: Weather: Inspection: Sample(s): l tc"iii 'r iEi Z'xViz"R, `:"v i'._ Y a t: N. , E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 4/12/04 Partly cloudy Lab, PT, R/C None Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E•2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing, logging reports and test results into the onsite computer database, retrieving test samples from the field that were cast on 4/9/04, and introducing samples into water bath cure tanks. Prepared a Post Tensioning Stressing Record for the fourth floor PT slab between grids 7.5 and 11 from B to F. Stressing is scheduled for tomorrow, 4/13/04. Inspected rebar prior to closing forms for third floor shear walls on C and D lines from 3.6 to 4.3 and on 4 -line from C to D. Rebar is placed per approved contract documents. Gave okay to close forms. A final clearance inspection is required prior to placing concrete. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Mark McBride REVIEWED BY: 11 -./41 "›.<<",- Timothy G. e kerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 174 Date: Weather: Inspection: Sample(s): ITE it:77x sr !..0 i'• Iµ1 E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 4/13/04 Cloudy Lab, PT, R/S None Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing and logging reports and test results into the onsite computer database. Tested field cured cylinders prior to stressing the 4th floor PT slab between grids 7.5 and 11 from B to F. Average strength is 2630 psi. Stressing is postponed until tomorrow, 4/14/04. Inspected rebar prior to closing forms for 4th floor columns at grids D/8, 10.2 and 11; E/8, 9, 10.2 and 11; and E.9/8, 9, 10 and 11. Rebar is placed per approved contract documents. Okay to close forms. A final clearance inspection is required prior to placing concrete. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Mark McBride REVIEWED BY: Timothy G. B ckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 163 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 3/26/04 Occasional rain Lab N/A OFV��yo i,11#4., Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include cleaning and preparing testing equipment for site use, testing samples scheduled for testing, and logging reports and test results into the onsite computer database. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. REVIEWED BY: / (Michael S. Ider, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. V INSPECTOR: Mark McBride l.lb, c__ MAYES TESTING ENGINEERS, INC. STRIUMEIVELMIMMMIZEMIUM;'IM,! J..' MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 164 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / 003-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 3/29/04 Clear R/S, R/C, lab (4) 4x8" Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed final inspection of rebar prior to placing concrete for 3rd floor columns at grids B/8, 9, 10, 11, and C/8, 10.2 and 11. Rebar is placed per contract documents, Okay to place concrete. Contractor placed 10 cubic yards of Stoneway concrete mix #5950-a (5000 psi required) at above -referenced locations by crane and bucket and consolidated mechanically. One sample of concrete was taken and four test cylinders were cast. Performed laboratory duties that include testing samples scheduled for testing this date, logging reports and test results into the onsite computer database, and transporting and delivering site computer to the main office for maintenance. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. Date: Weather: Inspection: Sample(s): 3/30/04 Occasional rain RS, PT N/A INSPECTOR: Mark McBride Performed preliminary inspections of reinforcing steel and post tensioning tendons for the 3rd floor PT slab between grids B and F from 2 to 7.5. Installation of elements and inspections are ongoing, with final inspections to occur prior to concrete placement scheduled for Friday, 4/2/04. Received site computer from the main office after maintenance was performed and transported to the site for use. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Mark McBride REVIEWED BY: T /4 ,�ycll/lichael S. D er, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 165 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 3/31/04 Partly cloudy RS, PT, lab N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Continued inspections of reinforcing steel and post tensioning tendons for the 3rd floor PT slab between grids B and F from 2 to 7.5. Installation of elements and inspections are ongoing, with final inspections to occur prior to concrete placement scheduled for Friday, 4/2/04. Performed laboratory duties that include testing samples scheduled for testing and logging test results and reports into the onsite computer database. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Mark McBride REVIEWED BY: % /4'i 4.44.4.--- (--orMichael S. der, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. •n<s it» z1; ia�Sitkyr:rersti4iE:.i.x.r, i,44:i i4 MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 166 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / 003-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 4/01/04 Partly cloudy RS, PT, lab N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed final inspections of reinforcing steel and post tensioning tendons for the third floor PT slab between grids B and F from 2 to 7.5. Punch list items were addressed to the ironworkers and corrected. All items were found to be in accordance with contract documents. Deck is ready to receive concrete scheduled for 4/2/04. Performed laboratory duties that include testing samples scheduled for testing and logging test results and reports into the onsite computer database. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. REVIEWED BY: 7— /11 Tim — Tim Becke &f P.E. INSPECTOR: Mark McBride cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 167 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / 003-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 4/02/04 Partly cloudy PT deck placement, lab (20) 4x8" lab cures, (4) 4x8" field cures Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed checked for discrepancies in mild steel and post tensioned tendons placement prior to starting concrete placement today. Noted where PT tendons support bars were either not supported or not present, and where PT tendons were not tied to the support bars. Notified Sabey Construction superintendent of the discrepancies and requested an ironworker be made available for correcting discrepancies. Worked with the ironworker to correct the above noted items, as well as one crossed tendon. Also, the ironworker placed a bar to support the tails of the column top reinforcing in the east/west direction. Placement was ongoing during correction of discrepancies. MTE's Trip Edgerton observed and sampled concrete at the trucks during the entire placement. Sample cylinders were cast for every 150 cubic yards, for a total of four sets of 4x8" laboratory cured specimens and (4) 4x8" field cured specimens. Placement was begun at approximately 6 a.m. and completed at approximately 3:30 p.m. today. Contractor placed a total of 570 cubic yards by pump. All concrete was vibrated for consolidation. No cold joints were allowed to form. All discrepancy items noted were corrected well ahead of concrete placement. Trip Edgerton performed laboratory duties that include testing samples scheduled for testing. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. REVIEWED BY: /"•-•-•--; /`i Tim Becker! P.E. INSPECTOR: Lonny Morrison, Trip Edgerton cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 168 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / 003-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 4/05/04 Mostly clear Lab, PT, R/S, R/C (4) 4x8" Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E•2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing and logging test results and reports into the onsite computer database. Prepared a Post Tensioning Stressing Record for the third floor PT slab between grids 2 and 7.5 from B to F. Stressing is scheduled for tomorrow, 4/6/04. Inspected rebar prior to placing concrete for third floor columns at grids E/2.8, 4, 5, 6 and 7; E.9/2, 3, 4 and 5; and F/6 and 7. Rebar is placed per contract documents. Contractor placed 21 cubic yards of Stoneway concrete mix #5950-a (5000 psi requirement) into above locations by pump and consolidated mechanically. One sample of concrete was taken and four test cylinders were cast. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Mark McBride - REVIEWED BY: Timothy G = eckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 169 Date: Weather: Inspection: Sample(s): • .l1tl Jn�l:w�'Al.'1 �.h 7•L'i.::i�.�Y`.a .. ..... ...... . E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 4/06/04 Mostly clear Lab, stressing None Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing and logging test results and reports into the onsite computer database. Monitored the stressing of post tensioning tendons for the third floor PT slab between grids 2 and 7.5 from B to F. Verified the use of calibrated equipment and gage pressures. Actual tendon elongations were measured and recorded on a Post Tensioning Stressing Record. Stressing is not complete at the end of the day and will resume tomorrow, 4/7/04. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Mark McBride REVIEWED BY: ,"7 Timothy G. ckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. • �7fw•4If.:�'AFH.l1ir�.iRi\'r�.Ylii {} atal{ ' MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 155 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tuk ' a, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 3/17/04 Overcast A/C piles (4) 2x4" Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Observed the installation of the two auger cast piles west of F -line for the entrance canopy framing. Rebar cages are placed per contract documents, with plastic spacers provided at bottom, middle and top of cages to maintain clearances. Drilling contractor placed 19 cubic yards of Stoneway grout mix #10000, 10 sk, 4000 -psi requirement. One sample of grout was taken and four test cylinders were cast. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. Date: Weather: Inspection: Sample(s): 3/17/04 Overcast Lab, R/C (4) 4x8" INSPECTOR: Mark McBride Performed laboratory duties that include testing samples scheduled for testing and logging reports and test results into the onsite computer database. Inspected rebar for a final inspection prior to placing concrete for second floor shear walls at grids C and D from 5.4 to 6.4, and on 6 -line from C to D. Rebar is placed per contract documents. Contractor placed approximately 52 cubic yards of Stoneway concrete mix #6352-a (6000 psi) at the above referenced locations by pump and consolidated mechanically. One sample of concrete was taken and four test cylinders were cast. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Mark McBride REVIEWED BY: '!Michael S. Dolder, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 156 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-1281 D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 3/18/04 Showers Lab, PT, R/S None Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing and logging reports and test results into the onsite computer database. Inspected rebar prior to closing forms for second floor shear walls at grids C and D lines from 3.6 to 4.4, and on 4 -line from C to D. Rebar is found placed per contract documents. Okay to close forms. A final clearance inspection is required prior to placing concrete. Performed final inspections of reinforcing steel, post tensioning tendons and embedded items for the third floor PT slab between grids B and F from 7.5 to 11. After punch list items were addressed and corrected, all items are per contract documents. Deck is ready to receive concrete, scheduled to place tomorrow, 3/19/04. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. REVIEWED BY:., Michael S. Dolder, P.E. INSPECTOR: Mark McBride cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 157 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 3/19/04 Cloudy Lab, PT, R/C, R/S (23) 4x8" Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing and logging reports and test results into the onsite computer database. Monitored the placement of 360 cubic yards of Stoneway concrete mix #5950-a (5000 psi requirement) placed for the third floor PT slab between grids B and F from 7.5 to 11. Concrete was monitored both at the point of discharge (pump hopper) for mix design verification and slump parameters, and at the point of placement (deck) for correction of any displaced items. Three samples of concrete were taken and five test cylinders were cast from each sample, with two additional field cured cylinders cast with sample sets one and three. Inspected rebar for a final inspection prior to placing concrete for second floor shear walls at grids C and D lines from 3.6 to 4.4 and on 4 -line from C to D, and second floor columns at grids D/3, C/3, C/2 and B/2. Rebar is found placed per contract documents. Contractor placed 68 cubic yards of Stoneway concrete mix #6352-a (6000 psi requirement) at the above referenced locations by pump and consolidated mechanically. One sample of concrete was taken and four test cylinders were cast. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. REVIEWED BY: INSPECTOR: Mark McBride, Tom Freeland Michael S. Dolder, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. r71l�w.w,l,W'e MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 158 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 3/20/04 Clear Lab N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include retrieving test samples from the field cast on 3/19/04 and introducing samples into water bath cure tanks. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. REVIEWED BY: INSPECTOR: Mark McBride Michael S. Dolder, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 159 Date: Weather: Inspection: Sample(s): ww:i:rw^^.»,...•., it`s+su!..., � • E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 3/22/04 Clear Lab, PT N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing and logging reports and test results into the onsite computer database. Set up Post Tensioning Stressing Records in preparation of stressing the 3rd floor PT slab between grids B and F from 7.5 to 11. Stressing is scheduled for tomorrow, 3/23/04. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. REVIEWED BY: Michael S. Dolder, P.E. INSPECTOR: Mark McBride cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. • x:4 le14 MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 162 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 3/25104 Rain Lab, RS N/A Everett Office 917 -134th Street SW Suite A•1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include logging reports into the onsite computer database, retrieving test samples from the field that were cast on 3/24/04, and introducing samples into water bath cure tanks. Inspected rebar prior to closing forms for 3rd floor columns at grids B/8, 9, 10 and 11, and C/8, 10.2 and 11. Rebar is found to be placed per contract documents. Okay to close forms. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. REVIEWED BYE INSPECTOR: Mark McBride Michael S. Dolder, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 160 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 3/23/04 Mostly clear Lab, PT, rebar N/A Everett Office 917.134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing and logging reports and test results into onsite computer database. Monitored the stressing of post tensioning tendons for the third floor PT slab between grids B and F from 7.5 to 11. Verified the use of calibrated equipment and gage pressures. Actual tendon elongations were measured and recorded on a Post Tensioning Stressing Record. At the completion of stress, records were compiled and submitted to Sabey to forward to engineer of record for review. Inspected rebar prior to closing forms for third floor shear walls on 9 -line from C to D and on C and D lines from 9 to 9.4. Rebar is placed per contract documents. Okay to close forms. A final clearance inspection is required prior to concrete placement. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Mark McBride REVIEWED BY;.I Michael S. Dolder, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. .�6y ,ysw. iia rn Nftirra M Post -Tensioning Stressing Record Project: DiV5 Iena 1 / 4r ua•- .fi E 3>') General Contractor: $47y -74 Date: .23 /1-14-P -oo Project Location: Pour ID: _3'2- "r to l e /04 �•,'pour 436 / o Inspector: _1/, M cBr,- Equipment Set #1 Ram # 7 7 Gauge# /.Z-' Calibration Date: 1/- Lt- 03 Gauge Pressure: 1p1ac) Equipment Set #2 Equipment Set #3 Ram # Ram # Gauge # Gauge # Calibration Date: s' Calibration Date: Specified Concrete Strength: 36'0 7S, Age of Breaks: L cY y Strengths: 5J 7 5-0 3 S h' D ii y.5 3(0 3 -3 Page l of 1 2— First End 1 Second End r z W re JU 00 U)o cn W W= H Wo ga u_j a =w z�. r=o zt- w w U0 ocr)_ I - WW 17.- 0 ui U= I= ~ z Sequence Ho. 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Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503,281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing and logging reports and test results into the onsite computer database. Performed final inspection of rebar prior to placing concrete for 3rd floor shear walls on 9 -line from C to D and on C and D lines from 9 to 9.4. Rebar is placed per contract documents. Okay to place concrete. Contractor placed 32 cubic yards of Stoneway concrete mix #4356-a (4000 psi requirement) at above -referenced locations by pump and consolidated mechanically. One sample of concrete was taken and four test cylinders were cast. Performed final inspection of of rebar prior to concrete placement for 3rd floor columns at grids D/8, 10.2, 11; E/8, 9, 10.2, 11; E.9/8, 9, 10, 11; and the SE tunnel walls and lid at Level P3 entry/exit. Rebar is placed per contract documents. Contractor placed 57 cubic yards of Stoneway concrete mix #5950-a (5000 psi requirement) at above -referenced locations by pump and consolidated mechanically. One sample of concrete was taken and four test cylinders were cast. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. REVIEWED BY: INSPECTOR: Mark McBride Michael S. Dolder, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. • kin 1. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 154 Date: Weather: Inspection: Sample(s): Y.. E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 3/16/04 Cloudy Lab, stressing N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing and logging reports and test results into the onsite computer database. Monitored the stressing of post tensioning tendons for the 2nd floor PT slab between grids A and F from 2 to 6.5. Verified the use of calibrated equipment and gage pressure. Actual tendon elongations were measured and recorded on a Post Tensioning Stressing Record. At the completion of stressing, records were consolidated into one form and submitted to Sabey to forward to the engineer of record for review. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Mark McBride REVIEWED BY:j-/7/r_ _ Michael S. Dolder, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. 4K4$1g4444♦>s'�D*�ryl¢i$ti t:kd.:4i2Ts'�:� asciLirt uMM'S'.lrri Post -Tensioning Stressing Record Project:,// 5 ej;on / 114 6-3757 Project Location: f7Z1 b. -Gil Ic f id Pour ID: Z 4)o,, Pour Equipment Set #1 Ram # '7 -2 Gauge # bot? Calibration Date: 1/- Co -o3 Gauge Pressure: ry ?do General Contractor:5Gr4 Date: 3 --f - d 5" Inspector:, 1Lf c -,Gr,' Equipment Set #2 Ram # Gauge # Calibration Date: Specified Concrete Strength: 3�v p;, Equipment Set #3 Ram # Gauge # Calibration Date: Age of Breaks: T c) y S Strengths: 32- ec7 3A5--0 First End Second End 1 Page / of RI Sequence tfo. Tendon ID Tendon Length Cato A Actual A Tolerances +!• Gross A Mark 0 Net A Gross A Mark A Net A Comments / 4 / 5 " Vit 7/81" 'S% to `r gis Al^ - r. v l5 "4:e9Sfci 41- 6r 9 ALg- 3,� Ili ZbA all 0 Ori' hke . cf 2- ? s rl� I s Yt .5 s t S '7 rZ2` 934" ?trz- 5/Y" 193/ ' 3/ji PAY /0" -'/It 94://r- 1? -: ' / 0 /0 (?3/y /931y 93/y « o t ( ?qz, I?r/Z 'l/z_ to 0 /1- 9/r J' 3/y l 3/ rt-, `V /3 77z__ /2-iiz 77z •o /y 5-1F 1 l s ?577 10 0 .S- 'IL I _ la- `i' I/ D 0 6744 71h z }=-Z c _J O O 0 CO • LLI J (� tL �< =• d I— mill Z = I— o Z— ID U � O - r31- 11.1 u j 1-- wW l— u. 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O t. • z o 1- Z First End Second End Page Sequa ice No. Tendon ID Tendon Length Cak A Actual a Tolerances 6 !• Gross A Matk A Net A Gross A Mart A Net A Comments 10 JO I 1 O174 ?Air oli J -5 t -7 570 ` t `ly4 Lf 'l,'' 1 - n S 31Y Lf 'I? _ /IV air ) 31 `l)-- ) `f tiii ' I_ i 4 _ rid ) . -5.z-c2 . , , r 'Mit?5Ri'$'£[a't�1,t?} r.;,,:7'^4.53,.r:yA<^as".,,:...° ,ro...S:........•`:.%_:c�:o-C..:.Y.«,�""...;:::::�..".,.,...:.`,.:Hua."., MAYES TESTING ENGINEERS i rZy,,arp•y�Vfy(4P,+'o"+¢i.rh,+?n:y,..; q;lf,�A:; z Q1- W �U 00 U) u)LU J Ww w0 a =w z� Zo UJ ui O co O — C1 I— w w H 0 LLO W.• to O~ z MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 153 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / 003-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 3/15/04 Mostly Clear Lab, R/C, PT (4) 4x8" Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed lab duties that include testing samples scheduled for testing and logging reports and test results into the onsite computer database. Inspected rebar for a final inspection prior to placing concrete for 2nd floor columns at grids E/2, 2.8, 4, 5, 6; E.9/2, 3, 4, 5; F/6; D/2 and PT slab closure pour on the 1St floor. Rebar is placed per contract documents. Contractor placed (42) cubic yards of Stoneway concrete mix #5950-a (5000psi) at the above referenced locations by pump and consolidated mechanically. One sample of concrete was taken and (4) test cylinders were cast. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: INSPECTOR: Mark McBride Michael S. Dolder, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 152 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 3/13/04 Clear Lab N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include logging reports into the onsite computer database, retrieving test samples from the field cast on 03/12/04, and introducing samples into water bath cure tanks. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Mark McBride REVIEWED BY:_�t/—� Michael S. Dolder, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 151 E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Continued from page 150 concrete mix #6352-a (6000 psi requirement) by pump and consolidated mechanically. One sample of concrete was taken and four test cylinders were cast. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. Date: Weather: Inspection: Sample(s): 3/12/04 Cloudy Lab, PT, R/C (24) 4x8" INSPECTOR: Mark McBride Performed laboratory duties that include testing samples scheduled for testing, logging reports and test results into the onsite computer database, retrieving test samples from the field cast on 3/11/04, and introducing samples into water bath cure tanks. Monitored concrete placement for the second floor PT slab between grids 2 and 6.5 from A to F. Concrete was monitored both at the point of discharge (pump hopper) for mix design verification and slump parameters, and at the point of placement (deck) for any displaced item corrections. Contractor placed 487 cubic yards of Stoneway concrete mix #5950-a (5000 psi requirement) by pump and consolidated mechanically. Four samples of concrete were taken and (5) test cylinders were cast from each sample, with two additional field cure samples taken with sets 1 and 3. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. REVIEWED BY: INSPECTOR: Mark McBride, Chris Pratt Michael S. Dolder, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. 91, 7e.,1,, I,W.�:;viFN^!N.�h...ST 7�fr{v;rv[.r�•^.Vs.ti...:,b�iu.'iFet :•'cNl.B MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 150 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 3/10/04 Clear Lab, PT N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E•2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing and logging reports and test results into the onsite computer database. Continued preliminary inspections of reinforcing steel and post tensioning tendons for the second floor PT slab between grids 2 and 6.5 from A to F. Punch list items were addressed to the contractor and the ironworker foreman for correction. Items will be corrected and a final inspection performed tomorrow, 3/11/04. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. Date: Weather: Inspection: Sample(s): 3/11/04 Mostly clear Lab, PT, R/C (4) 4x8" INSPECTOR: Mark McBride Performed laboratory duties that include testing samples scheduled for testing and logging reports and test results into the onsite computer database. Performed final inspections of reinforcing steel, post tensioning tendons and embedded items for the second floor PT slab between grids 2 and 6.5 from A to F. Punch list items have been addressed and corrected. All elements appear to be per contract documents. Deck is cleaned and ready to receive concrete scheduled for placement on 3/12/04. Inspected rebar for a final inspection prior to placing concrete for second floor shear walls on 7 line from C to D and on C and D lines from 6.7 to 7. Contractor placed 41 cubic yards Stoneway Continued on page 151 REVIEWED BY: Michael S. Dolder, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. Mem;?s #4Prrn+t �+<m sM <.tcxsS�+w�wha "r;saeNgrnity(;x gfi f 81 31' ?A MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 149 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 3/9/04 Showers Lab, PT, Rebar N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253,584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503,281.7515 fax 503.281.7579 Performed lab duties that include testing samples scheduled for testing and logging reports and test results into the onsite computer database. Continued preliminary inspections of resteel and post -tensioning tendons for the 2nd floor PT slab between grids 2 -6.5/A -F. Installation of elements is in progress and is being installed per approved contract documents. Inspections and installation of reinforcing is ongoing. Inspected rebar prior to closing forms for 2nd floor shear walls on 7 -line between C and D and on C and D lines from 6.7 to 7. Rebar is found placed per approved contract documents. OK to close forms. A final clearance inspection is required prior to closing forms. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: Iusha, P.E. INSPECTOR: Mark McBride cc: Bldg Dept -City o ukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 148 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tuk , WA D03-128 / 003-129 (City of Tukwila] j1 Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 3/6/04 Pt Cloudy Lab N/A A r) OE�F�Q Um�� Everett Office 917 -134th Street SW Suite A•1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed lab duties that include logging reports into the onsite computer database, retrieving test samples from the field cast on 3/5/04 and introducing samples into water bath cure tanks. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Date: Weather: Inspection: Sample(s): 3/8/04 Mostly Clear Lab, PT N/A INSPECTOR: Mark McBride Performed lab duties that include logging reports into the onsite computer database. Performed preliminary inspections of resteel and post -tensioning tendons of the 2nd floor PT slab between grids 2 -6.5/A -F. Installation of elements is in progress and is being installed per approved contract documents. Inspections and installation of reinforcing is ongoing. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY. alusha, P.E. INSPECTOR: Mark McBride cc: Bldg Dept -City o Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 145 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 03/02/04 Mostly clear Lab, R/S N/A Permit No. D03-128 Performed laboratory du's that include cleaning testing equipment in preparation for future use on the jobsite and logging reports into the onsite computer database. Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Inspected rebar prior to closing forms for second floor shear walls on 9 -line from C to D and on D and C lines from 9 to 9.4. Rebar is placed per the contract documents. Okay to close forms. A final clearance inspection is required prior to placing concrete. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Mark McBride REVIEWED BY. cc: Bldg Dept -City Theodore McD alusha, P.E. fukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, ald-Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 146 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 03/03/04 Rain Lab, PT, R/S, R/C (4) 4x8" Everett Office 917.134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Permit No. D03-128 Performed laboratory duties that include testing samples scheduled for testing and logging reports and test results into the onsite computer database. Performed final inspection of rebar prior to placing concrete for second floor shear walls on 9 -line from C to D and on D and C lines from 9 to 9.4, and second floor columns at grids B/7-11; D/8, 10 and 11; and E/9 and 10. Rebar is placed per contract documents. Okay to place concrete. Contractor placed 75 cubic yards Stoneway concrete mix #6352-a (6000 psi) at these locations by pump and consolidated mechanically. One sample of concrete was taken and four test cylinders were cast. Monitored the stressing of post tensioning tendons for the second floor PT slab between grids 6.5 and 11 from B to F. Verified the use of calibrated equipment and specified gage pressures. Actual tendon elongations were measured and recorded on a Post Tensioning Stressing Record. At the completion of stressing operations, stressing records were compiled and submitted to Sabey to forward to the engineer of record for review. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. REVIEWED BY. ar A, 3alusha, P.E. INSPECTOR: Mark McBride cc: Bldg Dept -Cit of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore Mc nald-Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. '�I.,WItiS=^'F•rk+;+•�'i hen yru.w....«.;.y;. Post -Tensioning Stressing Record Project: 2 Tom / ,(44+46-41-5. Project Location: A6Jr`�gi t "1 Pour ID: z -Plat,- l Pau. - Equipment Set #1 Ram# '772 - Gauge # /o z e Calibration Date: //- (o 03 Gauge Pressure: b'7°0 General Contractor: 5-'4)4 y Date: 03 h /- zoo c! Inspector: /1. /"l ,r,' cie_ Equipment Set #2 Ram # Gauge # Calibration Specified Concrete Strength: woe,' b rs,'. 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Ic; MAYES TESTING ENGINEERS z W JU 00 N0 Ill J= w 0 LL._ • a =w z� z0 L11 Lu • 0 O • I - W W 1O wz co 0 /- z fl 1 i 4252599878 03/04/2004 MAYES TESTING ENGINEERS Z W JU 00 J t- � L w0 2 uQ =• a H w Z= WI- uj O • N o ff w w u. U= 1—� z First End Second End Page /3 of /3 Sequence Tendon 1D Tendon Calc A Actual 0 Tolerances Gross 0 Mark A Net A Gtoss a Mark A i. Hal A Comments °�C��/4. .73'0,40/on L., VF- /�te- �f]9o. v— 1 +Leen[g�th I3 /' ) i& 61 / ! f r(g l+/. ?/t1 r' 1 T 1 ? ID" [ 1 '/ [ "r /o 0 2-70107ir 'Jr? /o7 7 /0 0 .Z 9 (\/\)ll -z( \ it /0 , 0 zA 2- I01(7i a`3/y 103/14 ._/ 2-93 /0'fz- _ Zo'lz ,751Y. /O /z- /t o z, if /0 77.- 007 7.- /0 %z I° 0 -2.-`)C /078 20 5-47 -z( , /05/7 // I° /° J 0 O _ ) /l 2_4)- /0W -z-( I/ 93// --ly Z 5 e 1 , /o'/L 20 /y 10 3/y 9W -'/y 0-1? ( ✓ el( - zQ'4. •. //Z- /0 0 3 00 Sto ' `f " v ` /71 Ver '/►f 1`154'/F Lf'/ate ��>7E:� 5 -5t.." , y -\ /.L( 3ov 1/Z /y 3v.3 / 1 / MAYES TESTING ENGINEERS Z W JU 00 J t- � L w0 2 uQ =• a H w Z= WI- uj O • N o ff w w u. U= 1—� z MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 147 Date: Weather: Inspection: Sample(s): .n�_c lo�f5.•• E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA 003-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 03/04/04 Rain Lab, R/S Everett Office 917.134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include logging reports into the onsite computer database, retrieving test samples from the field cast on 03 MAR and introducing samples into water bath cure tanks. Inspected rebar prior to closing forms for 2nd floor columns at grids E/7, 8, 11; E.9/8, 9, 10, 11; and F/7. Rebar is placed per contract documents. A final clearance inspection is required prior to placing concrete. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. Date: Weather: Inspection: Sample(s): 03/04/04 Rain Lab, R/C (4) 4x8" INSPECTOR: Mark McBride Performed laboratory duties that include testing samples scheduled for testing and logging reports and test results into the onsite computer database. Inspected rebar for a final inspection prior to placing concrete for the NW exterior exhaust shaft walls (top lift), slab closure pour on level P-1 and 2nd floor columns at grids E/7, 8, 11; E.9/8, 9, 10, 11; and F/7. Rebar is found placed per contract documents. Contractor placed 59 cubic yards of Stoneway concrete mix #5950-a, 5000-;si requirement at the above referenced locations by pump and consolidated mechanically. One sample of concrete was taken and four test cylinders were cast. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. REVIEWED BY; l/S Mark A. Galusha, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Broil -Art Anderson Assoc., Inc. INSPECTOR: Mark McBride MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 139 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 02/23/04 Cloudy Lab N/A Permit No. D03-12 Performed Iaboratoryuiuties that include testing samples scheduled for testing and logging reports and test results into the onsite computer database. Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Date: Weather: Inspection: Sample(s): 02/24/04 Cloudy Lab, PT N/A INSPECTOR: Mark McBride Performed laboratory duties that include testing samples scheduled for testing and logging reports and test results into the onsite computer database. Performed preliminary inspections of post tensioning tendons and reinforcing steel for the second floor PT slab between grids B and F from 6.5 to 11. Elements are being installed per the structural and shop drawings and approved revisions. Installation of post tensioning tendons and reinforcing steel are ongoing. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. 9, REVIEWED BY. &IAA A. IMa 4 . Galusha, P.E. INSPECTOR: Mark McBride cc: Bldg Dept -City •f Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDo -Id-Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 140 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwilt, Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 02/25/04 Cloudy Lab, R/S, R/C (4) 4x8" Everett Offke 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing and logging reports and test results into the onsite computer database. Performed final inspection of rebar prior to placing concrete for first floor shear walls on C and D lines from 3.6 to 4.3 and on 4 -line from C to D, and first floor columns at grids 2.8/C, 2.8/D, 2/B, 2/C, 2/D, 4/A, 4/B, 51A, 3/A, 3/B and 2.5/A. Contractor placed 90 cubic yards of Stoneway concrete mix #6352-a (6000 psi) at these locations by pump and consolidated mechanically. One sample of concrete was taken and four test cylinders were cast. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: lusha, P.E. INSPECTOR: Mark McBride cc: Bldg Dept -City o ukwiia, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 141 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 02/26/04 Cloudy Lab, PT N/A Permit No. D03-1 Performed laboratot duties that include testing samples scheduled for testing and logging reports and test results into the onsite computer database. Everett Office 917 -134th Street SW Suite A•1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed final inspection of post tensioning tendons and reinforcing steel for the second floor PT slab between grids B and F from 6.5 to 11. By the end of the day and after punch list items have been addressed, all elements have been installed per the contract documents. Slab is ready to receive concrete scheduled for placement tomorrow, 2/27/04. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Mark McBride REVIEWED BY: -/n , ../, ark- • . a'usha, P.E. cc: Bldg Dept -City oT Ralplf Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 142 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 02/27/04 Cloudy Lab, PT, RC (16) 4x8" Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Permit No. D03-12 Performed laboratory duties that include testing samples scheduled for testing and logging reports and test results into the onsite computer database. Monitored the placement of 458 cubic yards Stoneway concrete mix #5950-a (5000 psi requirement) for the second floor PT slab between grids B and F from 6.5 to 11. Concrete was monitored both at the point of discharge (pump) to verify mix design, slump parameters and cast cylinders, and at the point of placement (deck) for correction of any displaced items. Three samples were taken and four test cylinders were cast from each sample, with two field -cured cylinders cast with sets #1 and #3. Included in today's concrete placement is first floor columns at grids 2/E.9 and 2/E. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: ark A. alusha, P.E. INSPECTOR: Mark McBride, Chris Pratt cc: Bldg Dept -City jf Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDald-Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. .�§ o;.yam,,.,.,," 1, 3434.4.4.7' MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 143 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 02/28/04 Cloudy Lab N/A Permit No. D03-128 Performed laboratory (butids that include retrieving test samples from the field that were cast on 2/27/04, introducing samples into water bath cure tanks, and logging reports into the onsite computer database. Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: r ark A. 4 alusha, P.E. INSPECTOR: Mark McBride. cc: Bldg Dept -City oJ(ikwila, - aiph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. d�. , -, 1. .Sii:.�5i�1,n�i:V..'�'�wti)•l�i:i4'w�.t:l'•a�{�i{ta� MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 144 Date: Weather: Inspection: Sample(s): ' .Qi1'cIYUX':.1Iw301 ': • i::•. . nrGfie:l.���. ... E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 03/01/04 Partly cloudy Lab, PT N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Permit No. D03-128J./� Performed laborato duties that include cleaning testing equipment in preparation for future use on the jobsite and logging reports into the onsite computer database. Prepared Post Tensioning Stressing Records for the second floor PT slab between grids 6.5 and 11 from B to F. Stressing is scheduled for Wednesday, March 3rd To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. REVIEWED BY: // ark : '- alusha, P.E. INSPECTOR: Mark McBride cc: Bldg Dept -City •f Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDo Id -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. P MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 135 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 02/17/04 Rain Lab, R/S N/A Olk Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing and logging reports and test results into the onsite computer database. Inspected rebar prior to closing forms for first floor shear walls on 6 and 7 lines from C to D and on C and D lines from 5.4 to 7. Rebar is placed per shear wall elevations and details. Okay to close forms. Prepared a Post Tensioning Stressing Record for the first floor PT slab between grids A and F from 2 to 7.5. Stressing is scheduled for Wednesday, 2/18/04. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: /t ar . e a usha, P.E. INSPECTOR: Mark McBride cc: Bldg Dept -City of Tukwila, Ral. Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore Mc on Id -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 136 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 02/18/04 Partly cloudy Lab, R/S, R/C, stressing (4) 4x8" Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Permit No. D03-128 Performed laboratory duties that include testing samples scheduled for testing this date and logging reports and test results into the onsite computer database. Inspected rebar prior to closing forms and placing concrete for first floor columns at grids B/5, 6 and 7, and first floor shear walls at grids C and D from 5.4 to 7 and on 6 and 7 lines from D to C. Contractor placed 80 cubic yards of Stoneway concrete mix #6352-a (6000 psi requirement) at above locations by pump and consolidated mechanically. One sample of concrete was taken and four test cylinders were cast. Monitored the stressing of post tensioning tendons for the first floor PT slab between grids A and F from 2 to 7.5. Verified the use of calibrated equipment and gage pressure. Actual tendon elongations are measured and recorded on a Post Tensioning Stressing Record. Stressing is not completed at the end of the day and will resume tomorrow, 2/19/04. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: A. (alusha, P.E. cc: Bldg Dept -City o Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore MCD• al -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. INSPECTOR: Mark McBride RECEIVED FEB 2 7 2004 BUILDING DEPARTMENT f�lYY.rvX'H ."?�`P+1' 1M11iRN1�.!M'igSifC.�d+k:M.'NMI�l7MifY•�'.�'FiiLM{:. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 137 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA • D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 02/19/04 Partly cloudy Lab, stressing N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Permit No. D03-128 Performed laboratory duties that include logging reports into the onsite computer database, retrieving test samples from the field that were cast on 2/18/04, and introducing samples into water bath cure tanks. Stressing of post tensioning tendons continues for the 1st floor PT slab between grids A and F from 2 to 7.5. Verified the use of calibrated equipment and gage pressure. Actual tendon elongations are measured and recorded on a Post Tensioning Stressing Record. Stressing is completed and data was compiled and submitted to Sabey to forward to the engineer of record for review. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: ark A. Iusha, P.E. INSPECTOR: Mark McBride RECEIVED FEB 2 7 2004 BUILDiDEARTME NT cc: Bldg Dept -City o ukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. M1 MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 138 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA 003-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 02/20/04 Partly cloudy Lab, R/S, R/C (4) 4x8" Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Permit No. D03-128 Performed laboratory duties that include testing samples scheduled for testing and logging reports and test results into the onsite computer database. Inspected rebar prior to placing concrete for the grade beams to the southeast tunnel entrance and the northwest exterior exhaust shaft slab/footing pad. Rebar is found placed per plan details and approved revisions. Contractor placed 25 cubic yards of Stoneway concrete mix #5950-1 (3000 psi required) by truck chutes and consolidated mechanically. One sample of concrete was taken and four test cylinders were cast. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Date: Weather: Inspection: Sample(s): 02/21/04 Clear Lab N/A INSPECTOR: Mark McBride RECEIVED FEB 2 7 2004 DEPARTMENT Permit No. D03-128 Performed laboratory duties that include logging reports into the onsite computer database, retrieving test samples from the field that were cast on 2/20/04, and introducing samples into water bath cure tanks. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: alusha, P.E. INSPECTOR: Mark McBride. cc: Bldg Dept -City • ukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 131 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D0312* / D03-129 (City of Tukwila) Sabel Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 02/10/04 Fog, clearing Lab, R/S, R/C (4) 4x8" Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include logging reports into the onsite computer database. Inspected rebar for a final clearance inspection prior to placing concrete for 1St floor columns at grids 8/E.9, 9/E.9, 10E.9 and 11/D, E, E.9. Clearances are found acceptable. Contractor placed 12 cubic yards Stoneway concrete mix #5950-a (5000 psi requirement) into above locations by crane and bucket and consolidated mechanically. One sample of concrete was taken and four test cylinders were cast. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Date: Weather: Inspection: Sample(s): 02/11/04 Clear Lab, R/S, P/T None INSPECTOR: Mark McBride Performed laboratory duties that include testing samples scheduled for testing and logging reports and test results into the onsite computer database. Performed preliminary inspections of reinforcing steel and post tensioning tendons for the first floor PT slab between grids 2 and 7.5 from A to F. Tendons are in place and accounted for per the PT shop drawings and S1.4 -PT and approved revisions. Reinforcing steel is being installed per S1.4 -R and detail callouts therein and approved revisions. Installation and inspections are in progress and a final inspection will be performed tomorrow, 2/12/04. To the best of our knowledge, items inspecte• this date are in accordance with approved plans and specifications. REVIEWED BY. INSPECTOR: Mark McBride cc: Bldg Dept -Cit of T kwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore Mc d -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 132 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / DO 129 (City of Tukwila) Sabey Corpora on Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 02/12/04 Clear Lab, R/S, P/T None Everett Office 917.134th Street SW Suite A•1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Permit No. D03-128 Performed laboratory duties that include testing samples scheduled for testing and logging reports and test results into the onsite computer database. Performed final inspections of reinforcing steel and post tensioning tendons for the first floor PT slab between grids 2 and 7.5 from A to F. Tendons are profiled per the PT shop drawings and S1.4 -PT and approved revisions. Re -steel is installed per S1.4 -R and detail call -outs therein and approved revisions. Deck is cleaned of debris and is ready for concrete placement, which is scheduled for 2/13/04. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: cc: Bldg Dept -City Theodore McD gar Iusha, P.E. INSPECTOR: Mark McBride f Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, id -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. z W QcQt O 0 U • 111o J = 1.- U) Li. w 0 g LL< =d w z= I-0 w ~ • w U0 O — wW 1— LIo wz U= ~O z MAYES TESTING ENGINEERS, INC. LbTl.'f:"P1TM IZMUMIDIMIZT alrigal.rJt`:l:Jlr.!C.' Z';':1Ci.y`LY' MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 133 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-j29,(City of Tukwila) Sabey Corporat n Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 02/13/04 Clear Lab, R/C, P/T (30) 4x8" Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing and logging reports and test results into the onsite computer database. Monitored the placement of 865 cubic yards of Stoneway concrete mix #5950-1 (5000 psi requirement) for the first floor PT slab between grids A and F from 2 to 7.5. Concrete was placed by two pumps and consolidated mechanically. Concrete was monitored at both points of discharge for mix design verification and slump parameters. Concrete placement was also monitored at the point of placement for any displaced items. Six samples of concrete were taken and four test cylinders were cast from each, with two field cure cylinders cast from sets 1, 5 and 6. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Date: Weather: Inspection: Sample(s): 02/14/04 Clear Lab N/A INSPECTOR: Mark McBride, Chris Pratt, Michael Craig Performed lab duties that include retrieving test samples from the field that were cast on 2/13/04 and introducing samples into water bath cure tanks. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: ark lusha, •.E. INSPECTOR: Mark McBride cc: Bldg Dept -City of kwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. NJ xPr M-.I.NiM 1044i MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 134 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / 3-1,9 (City of Tukwila) Sabey Corp ation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 02/16/04 Rain Lab, R/S, R/C (4) 4x8" Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing and logging reports and test results into the onsite computer database. Inspected rebar prior to closing forms and placing concrete for first floor columns at grids F/7, F/6, E/2.8, E/4, E/5, E/6, E/7, E.9/3, E.9/4 and E.9/5. Rebar is placed per the column schedule and details on S4.1. Okay to close forms and place concrete. Contractor placed 22 cubic yards of Stoneway concrete mix #5950-a (5000 psi requirement) at the above referenced column locations by pump and consolidated mechanically. One sample of concrete was taken and four test cylinders were cast. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: cc: Bldg Dept -City Theodore McD Galusha, P.E. INSPECTOR: Mark McBride f Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, ald-Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 122 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 41°4%C 12500 Tukwila International Blvd, Tukwila, Wk �� D03-128 / D03-129 (City of Tukwila) es' 0 �4O T Sabey Corporation Lance Mueller and Associates 4, Engineers Northwest, Inc. Sabey Construction 1/28/04 Cloudy Lab, R/S, PT N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing and logging reports and test results into the onsite computer database. Installation and inspections of reinforcing steel and post tensioning tendons continues for the 1st floor PT slab between grids A and F from 7.5 to 13. Elements are being installed per contract documents. By day's end, two items were incomplete and addressed to the ironworkers for completion. These items will be corrected tomorrow. Deck needs to be cleaned, which will also be completed tomorrow, 1/29/04. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED B • ark A. G . Iusha, P.E. INSPECTOR: Mark McBride cc: Bldg Dept -City • kwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. ' MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 123 Date: Weather: Inspection: Sample(s): tea.«•.:.,,. ..>i,r.,,.:. E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 1/29/04 Cloudy Lab, R/S, PT, R/C (4) 4x8" uAL Everett Office 917.134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include logging reports and test results into the onsite computer database. Performed final inspections of reinforcing steel and post tensioning tendons for the first floor PT slab between grids A and F from 7.5 to 13. The two incomplete items have been completed. All items are now in place per the approved contract documents. This PT slab is now ready to receive concrete scheduled for placement tomorrow, 1/30/04. Inspected rebar for a final inspection prior to placing concrete for Level P-2 closure pour strip on 7.5 line from A to F, Level P-1 northwest and southwest exhaust shaft walls and Level P-1 shear wall and pilasters on 2 -line from A to C.5. Contractor placed approximately 50 cubic yards of Stoneway concrete mix #5950-a (5000 psi requirement) at the above referenced locations by pump and consolidated mechanically. One sample of concrete was taken and four test cylinders were cast. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: ark . lusha, P.E. INSPECTOR: Mark McBride RECEIVED FEB -- 9 2004 BUILDING DEPARTMENT cc: Bldg Dept -City o T kwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDo -Id-Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 124 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 1/30/04 Cloudy PT deck pour (28) 4x8" Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253,584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Monitored placement of 680 cubic yards of Stoneway concrete mix #5950-a (5000 psi requirement) for the first floor PT slab between grids 7.5 and 13 from A to F. Concrete was monitored at both points of discharge for slump and mix design verification and at the point of placement for any displaced items to be corrected. Concrete was placed by two pumps and consolidated mechanically. Five samples of concrete were taken and six test cylinders were cast from each (four lab cures and two field cures). A thermocouple system is provided to the contractor for field cured cylinders. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Date: Weather: Inspection: Sample(s): 1/31/04 Cloudy Lab N/A INSPECTOR: Mark McBride, Chris Pratt, Paul Myers Performed laboratory duties that include logging reports into the onsite computer database, retrieving test samples from the field cast on 1/30/04, and introducing samples into water bath cure tanks. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: ar alusha, P.E. INSPE rIVE rr®e FEB - 9 2004 BLDDEPARTTMENT cc: Bldg Dept -City •f ukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDo ald-Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC, MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 125 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 02/02/04 Cloudy Lab, PT N/A Everett Office 917.134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing and logging reports and test results into the onsite computer database. Set up Post Tensioning Stressing Records for the first floor PT slab between grids A and F from 7.5 to 13 in preparation for stressing scheduled for tomorrow, 2/3/04. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: Mar alusha, P.E. INSPECTOR: Mark McBride RECEIVED FEB - 9 2004 BUILDINDEPARTMENT cc: Bldg Dept -City •f ukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. 10b .,try,, r i*4;414 MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 118 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 1/21/04 Partly cloudy Lab, R/S N/A R CEIVEo Dcom QE o MEN7. Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253,584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing and logging reports and test results into the onsite computer database. Inspected rebar prior to closing forms for Level P1 shear walls on C and D lines from 3.6 to 4.3 and on 4 -line from C to D. Rebar is placed per shear wall elevations on S5.2, S5.4 and S5.5. Okay to close forms. A final clearance inspection is required prior to placing concrete. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: ark A.,dalusha, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore Mc I onald-Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. INSPECTOR: Mark McBride MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 119 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 1/22/04 Partly cloudy Lab N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing, logging reports and test results into the onsite computer database and cleaning testing equipment for future use. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Date: Weather: Inspection: Sample(s): 1/23/04 Cloudy Lab, R/S, PT N/A INSPECTOR: Mark McBride Performed laboratory duties that include testing samples scheduled for testing, logging reports and test results into the onsite computer database and cleaning testing equipment for future use. Inspected re -steel prior to closing forms for Level P1 columns at grids 3/B, 4/B, 2.8/C, 2.8/D and 2.8/E. Re -steel is placed per column schedule and details on S4.1. A final clearance inspection is required prior to placing concrete. Began preliminary inspection of rebar and post tensioning tendons for 1st floor PT slab between grids 7.5 and 13 from A to F. Bottom mat, wide shallow beams and banded tendons are being installed. Installation and inspection of elements is to continue. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED B INSPECTOR: Mark McBride RECEIVED FEB - 2 2004 BUILDING DEPARTMENT cc: Bldg Dept -City of T kwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore Mc i on . d -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. i:t�ltitiiAi MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 120 Date: Weather: Inspection: Sample(s): aa'A/SYv4"' i'• E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 1/26/04 Cloudy Lab, R/S, R/C (9) 4x8" Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing and logging reports and test results into the onsite computer database. Inspected rebar for final clearances prior to concrete placement for Level P1 shear walls on C and D lines from 3.6 to 4.5 and on 4 line from C to D, and Level P1 columns at grids 3/B, 4/B, 2.8/C, 2.8/D and 2.8/E. Clearances were found acceptable after some minor adjustments. Contractor placed 60 cubic yards Stoneway concrete mix #7550-a (10,000 psi requirement) at above -referenced locations by pump and consolidated mechanically. One sample of concrete was taken and five test cylinders were cast. Performed final inspection of re -steel prior to concrete placement for Level P1 shear walls and pilasters on A-line from 2 to 5, E.9 line from 2 to 3.8, and on 2 -line from E.9 to C.5. Contractor placed 72 cubic yards of Stoneway concrete mix #4356-a (4000 psi) at these locations by pump and consolidated mechanically. One sample of concrete was taken and four test cylinders were cast. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED B cc: Bldg Dept -City Theodore McD sha. P.E. INSPECTOR: Mark McBride RECEIVED 1 - 2 2004 BUILDING DEPARTMENT Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, d -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 121 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 1/27/04 Cloudy Lab, R/S, PT N/A Everett Office 917.134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing, logging reports and test results into the onsite computer database, retrieving test samples from the field that were cast on 1/26/04, and introducing samples into water bath cure tanks. Continued preliminary inspections of reinforcing steel and post tensioning tendons for 1st floor PT slab between grids A and F from 7.5 to 13. Elements are being installed per approved structural plans, shop drawings and revisions. Installation and inspection of elements is ongoing. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: INSPECTOR: Mark McBride RECEIVED FEB - 2 2004 BDEPARTMENT cc: Bldg Dept -City o Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDon- d -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. . .� ... 0a;h +b•t•wcta . e rid MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 111 Date: Weather: Inspection: Samples cast: E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 01/12/04 Cloudy Lab, PT, R/S None Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include logging reports into the onsite computer database and transporting equipment to the main office lab for repair and replacement. Compiled stressing data from yesterday's stressing operations of Level P1 PT slab pour #3 between grids A and F from 2 to 7.5. Post Tensioning Stressing Records were then copied and distributed to the project superintendent to forward to the engineer of record for review. Inspected rebar prior to closing forms for Level P1 columns at grids E/4, 5, 6 and 7. Rebar is placed per column schedule on S4.1. A final clearance inspection is required prior to placing concrete. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY. Galusha, P.E. INSPECTOR: Mark McBride cc: Bldg Dept -City f Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDald-Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. ,':dt��dl,tanw,:oa:64 MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 112 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA 003-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 1/13/04 Occasional Rain Lab, Rebar N/A Performed lab duties, including logging reports into the onsite computer database and transporting repair equipment from the main office lab to the site and re -installed. Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Inspected rebar prior to closing forms for level P-1 shear walls on 6 and 7 lines from C to D and on C and D lines from 5.4 to 7. Rebar is placed per elevations on S5.2, S5.4 and S5.5. A final clearance inspection is required prior to placing concrete. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: cc: Bldg Dept -City Theodore McD INSPECTOR: Mark McBride Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, ald-Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. z r:;, ixi e r E LJ . si a; 4u t z ux+aecu. twAt, 4, n'..74t.. a 4 4stk.wva .x r MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 113 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 1/14/04 Rain Lab, Rebar N/A v1/4) Everett ONIce 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed lab duties, which included testing samples scheduled for testing, and logging test results and reports into the onsite computer database. Inspected rebar prior to closing forms at the following locations: Level P-1 shear walls and pilasters on E.9/F line from 3.8 to 7.5 and on A-line from 4 to 7.5; Level P-1 walls on B and E.9 line from 11 to 13, and 13 -line from B to D.9; and Level P-1 columns at grid B/6 and 7. Rebar is placed per plan elevations and details. A final clearance inspection is required prior to placing concrete. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY cc: Bldg Dept -City Theodore McD f r a ="lLig ha, P.E. INSPECTOR: Mark McBride Tukwila, ' alph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Id -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 114 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / 003-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 1/15/04 Cloudy Lab, R/C (9) 4x8" Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425,742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed lab duties, which included testing samples scheduled for testing, and logging test results and reports into the onsite computer database. Inspected rebar for a final inspection prior to placing concrete at the following locations: Level P-1 shear walls on grids 6 and 7 from C to D, and C and D lines from 5.4 to 7; Level P-1 columns at grids E.9/5, E/4, E/5, E/6, E/7, B/6 and B/7. Contractor placed (90) cubic yards of Stoneway mix #7550-a, 10,000psi requirement, by pump and consolidated mechanically. One sample of concrete was taken and (5) test cylinders cast. Inspected rebar for a final inspection prior to placing concrete at the following location: Level P-1 shear walls and pilasters on E.9/F line from 3.8 to 7.5; Level P-1 shear walls on B and E.9 line from 11 to 13, and on 13 -line from B to E.9. Contractor placed (112) cubic yards of Stoneway mix #4356-a, 4000psi requirement, by pump and consolidated mechanically. One sample of concrete was taken and (4) test cylinders cast. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: cc: Bldg Dept -City Theodore Mc ark lusha, P.E. INSPECTOR: Mark McBride f Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, onald-Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 115 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 1/16/04 Cloudy Lab, R/S N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include logging reports into the onsite computer database, retrieving test samples from the field cast on 1/15/04, introducing samples into water bath cure tanks and transporting equipment and a copy of the concrete database to the main office for calibration and downloading for review and distribution respectfully. Inspected rebar for a final clearance inspection after form closure for Level P1 shearwall and pilasters on A-line from 5 to 7.5. Clearances are found acceptable. Okay to place concrete scheduled for Monday, 1/19/04. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Mark McBride REVIEWED BY: cc: Bldg Dept -City Theodore McD al sha, P.E. j f T wila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, d -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 116 Date: Weather: Inspection: Sample(s): w ** 7r„ il w:L�n�w�ni: c...i,.i" ... E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA 003-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 1/19/04 Partly cloudy Lab, R/S, R/C (4) 4x8" Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include logging reports into the onsite computer database and transporting calibrated equipment from the main laboratory to the site lab. Performed final inspection of rebar prior to placing concrete for Level P1 shear wall and pilasters on A-line from 5 to 7.5 and slab on grade between grids B and E.9 from 11 to 13. Contractor placed 90 cubic yards Stoneway concrete mix #4356-a (4000 psi requirement) at above locations by pump and consolidated mechanically. One sample of concrete was taken and four test cylinders were cast. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY. // -ftl!w1":40 alusha, P.E. INSPECTOR: Mark McBride cc: Bldg Dept -City Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McD. Id -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 117 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 1/20/04 Partly cloudy Lab, R/S N/A (0 - Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing, logging reports and test results into the onsite computer database, retrieving test samples from the field that were cast on 1/19/04, and introducing samples into water bath cure tanks. Inspected rebar prior to closing forms for Level P1 shear walls and pilasters on E.9 line from 2 to 3.8 and on 2 -line from A to E.9. Okay to close forms. A final inspection is required prior to concrete placement. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: INSPECTOR: Mark McBride cc: Bldg Dept -City o Theodore McDo iusha, P.E. Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, 1d -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. x�+z.11: .1.iJ472.411:a ileas:45641 '4.4i441 MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 110 Date: Weather: Inspection: Samples cast: E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 01/09/04 Cloudy Lab, PT stressing None uAL Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include logging reports into the onsite computer database and retrieving test cylinders from the field that were cast on 1/8/04 and introducing samples into water bath cure tanks. Monitored the stressing of post tensioning tendons for Level P1 PT slab, pour #3, between grids A and F from 2 to 7.5. Verified the use of calibrated equipment and gauge pressure. Actual tendon elongations were measured and recorded on a Post Tensioning Stressing Record. All tendons are stressed by the end of the day. Stressing records will be compiled and given to the project superintendent to forward to the engineer of record for his review on Monday, 1/12/04. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY•e,,��, Jr" ` .r� alusha, P.E. INSPECTOR: Mark McBride cc: Bldg Dept -Ci Theodore M kwilal-"alph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, nald-Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. 141.0* Post -Tensioning Stressing Record Project: 7-7-5 ii '/ 40dr1'avier.s Project Location: 7ZI kce I' ler i 1474 - Pour ID: t-ec:u / P---/ Equipment Set #1 Ram # Gauge # Calibration Date: General Contractor: Date: o? h) Inspector: )41 c -Fr Equipment Set #2 Equipment Set #3 Ram # Ram # Gauge # Gauge # Calibration Date: Calibration Date: Gauge Pressure: 611c--) Specified Concrete Strength: '73a=o Age of Breaks: cict)45 Strengths: '37 VC) 3(o Ito ch..zo 3 3 5/0 Page of / 5 First End Second End Sequence No. Tendon ID Tendon Length Calc A Actual A Tolerances +1- Gross A Mark A w Net A Gross A Mark A Net A Comments H87' 11'17: 115 -Ii( 31y" 207- fi" 1(il 10,1 /0" ilt p5-1--. 5;,,,-/4" ./e, A/,,,w, 7.Z • iliclk clk /i•-5-te /0 c) \ -2 151-3 /(51F 1( 11'12— Z I TiF // Yff 9 1 li? — 5' //f?- zig lz, iiY2- /t c) ! 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