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HomeMy WebLinkAboutPermit D04-094 - PROWEST DEVELOPMENT - WALLPROWEST DEVELOPMENT • 6100 SOUTHCENTER BL f)417 IF•VP 12, ~ D5 D04-094 • • • City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT Parcel No.: 3597000221 Address: 6100 SOUTHCENTER BL TUKW Suite No: Tenant: Name: PROWEST DEVELOPMENT, LLC Address: 6100 SOUTHCENTER BL, TUKWILA WA Name: CENTERPLEX Address: 6100 SOUTHCENTER BL STE 150, TUKWILA WA Contact Person: Fire Loop Hydrant: Name: CANDY NIELSEN Address: 10407 SE 186 PL, #210, SEATTLE WA Contractor: Land Altering: Name: C & C SERVICES Address: 930 WOODLAWN AV, EVERETT WA Contractor License No: CCSERS *971 RQ Permit Number: Issue Date: Permit Expires On D04 -094 04/09/2004 10/06/2004 Phone: 206 246 -9986 Phone: 206 244 -2000 Phone: 425 760 -0175 Expiration Date: 12/18/2005 DESCRIPTION OF WORK: TAKE OUT DOOR AND INSTALL DEMISING WALL TO SEPARATE TENANT SPACES Value of Construction: Type of Fire Protection Type of Construction: $ $800.00 Fees Collected: $58.37 SMOKE DETECTORS Uniform Building Code Edition: 1997 VN Occupancy per UBC: 0016 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Flood Control Zone: N Hauling: N Land Altering: N Landscape Irrigation: N Moving Oversize Load: N Sanitary Side Sewer: N Sewer Main Extension: N Storm Drainage: N Street Use: N Water Main Extension: N Water Meter: N Number: 0 Size (Inches): 0 Start Time: End Time: Volumes: Cut 0 c.y. Fill 0 c.y. Start Time: End Time: Private: Public: Profit: N Non - Profit: N Private: Public: ** Continued Next Page ** Z �w 00 ND C0 U.11 J = H �w w 9_j LL N 0 . =w t-- z. Z �_O Z t- w U O- 0 F_ wW O' Z w U= O Z doc: Devperm D04 -094 Printed: 04 -09 -2004 vaA w `r .�g City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 r / � Permit Center Authorized Signature: w� Date: / _ /X0/ c 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 it does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating cons c ' n or the performance of work. I am authorized to sign and obtain this development permit. Signatur Date: - O Print Name:t� 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 D04 -094 Printed: 04 -09 -2004 Z ,- w � QQ 2 JU UO C/) 0 CO J F- N u_ w �a cf) n = CJ t .. W F— O Z 5. U O CO' 0 E- WW F- 0 ill Z U CO O ~' Z Cit of Tukwila 1906 V Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 3597000221 Address: 6100 SOUTHCENTER BL TUKW Suite No: Tenant: PROWEST DEVELOPMENT, LLC Permit Number: Status: Applied Date: Issue Date: D04 -094 ISSUED 03/18/2004 04/09/2004 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 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). 8: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 9: 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. 10: Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5. 11: ** *FIRE DEPARTMENT CONDITIONS" ** 12: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 13: ** *FIRE EXTINGUISHERS * ** - UFC Article 10 and NFPA 10. 14: 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) 15: 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. 16: Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be doc: Conditions D04 -094 Printed: 04 -09 -2004 z ~ w UO CO LLI J � U. w LL ¢ WD = �w Z ° z W �5 �p U ON OH wW u. O ll.l z U= O F- z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 106.3) (UFC Standard 10 -1) z 17: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) F w 18: * ** EXITS " *'" - UFC Article 12 Q! v 00 19: No point in an unsprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC C l) W 1004.2.5.2.1) U) _ F- 20: Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors N LL w shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) L¢ 21: Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) cn d 22: ** *FIRE ALARM SYSTEMS * ** -City Ordinance #1646 - NFPA 72 z 23: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition /relocation of walls, closets or partitions may w O require relocating and /or adding automatic fire detectors. w 5 24: Maintain fire alarm system audible /visual notification. Addition /relocation of walls or partitions may require U� O U) relocation and /or addition of audible /visual notification devices. o F- 25: All new fire alarm systems or modifications to existing systems shall have the written approval of the Tukwila Fire wW Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1900) (UFC O 1001.3) z 0 26: Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and ~O H Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #1900) z 27: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1900 and #1901) 28: ** *ELECTRICAL * ** UFC Article 85 - NPFA 70 - NEC 29: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 30: * ** BUILDING CONSTRUCTION * ** - (UFC, UBC) 31: When walls and ceilings are required to be of fire resistive or noncombustible construction, interior finish materials shall meet the requirements of Uniform Building Code 803. 32: 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) 33: Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. 34: These plans were reviewed by Inspector 510. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances doe: Conditions D04 -094 Printed: 04 -09 -2004 _'.... Ti.; �iw�rt? ?, d'-•' F�Se ! �. 1 Ren.°ym t» nF�,•` 92MnWiPf6Y!- 1f?• �ePWY! NnFiti11A�WFW1hA "SNt3k`M.�YS+..�1U __..... NJl.1y r C ity o f Tukwl l a Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 governing this work will be complied with, whether specified herein or not. The granting of this peqpAtobes not presume to give authority to violate or cancel the provision of any other work or local laws regulating constru he performance of work. Signatur �� - "Z Date: -� doc: Conditions D04 -094 Printed: 04 -09 -2004 z = Z D UQ CO N U- 0 LL �D = d` w Z I- O z 1—. w � Q U O N W L1J LL: 0. tll Z U N F- H O z CITY OF TUKWILA Community Development Department Public Works Department Permit Center 18pH 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" .R. King Co Assessor's Tax No.: ,35 y j66 0,�A0 Site Address: �.1r 14V d Suite Number: Floor: Tenant Name: (,(!e-�J e L 1. T, New Tenant: .... Yes t [..No I e" L ( �Ix X Property Owners Name: o n aWi'iGt,Vl OD Mailing Address: 140 0 0 V R l0 � E? City State Zip CONTACT`PERSON Name: N ap d zll � 5e ay Telephone: - .6, Mailing Address: Li ` t ' C ity St to Zi E -Mail Address: Fax Number: 4�1 � GENERAL CONTRA TO INFORMATION Company Name: Mailing Address: �(� ��� �(�L(� II,c e 7�d� City State Zip `— Contact Person: C , 1 4� 1 6 b ea 6,W,& Day Telephone: 6f JQ — 0/ �J E -Mail Address: 04V i , Fax Number: 1 11Q 5� Contractor Registration Number: 0. (� — � 45: � -� Expiration Date: �1 a * *An original or notarized copy of current Washington State Contractor License must be presented at the ti a of permit issuance ** ARCHITECT 0,VRECORD - All, plans must be wet stamped by Architect of Record ;r Company Name: Mailing Address: City Slate Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: ENGINEEROF RECORD All Plans must.be wet stamped by Engineer of Record Company Name: Mailing Address. Contact Person: E -Mail Address: \applications \pcnnit application (3 -2003) 3/2003 Page i City Day Telephone: Fax Number: State Zip z '•F z �W D UO Cj) CO Uj W= J F- 00 W WO J LL Q U� = F- W Z �_O z�_ W W U� ON 0 H W W H( LLz W U= O z f: #Ice use. only) 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" .R. King Co Assessor's Tax No.: ,35 y j66 0,�A0 Site Address: �.1r 14V d Suite Number: Floor: Tenant Name: (,(!e-�J e L 1. T, New Tenant: .... Yes t [..No I e" L ( �Ix X Property Owners Name: o n aWi'iGt,Vl OD Mailing Address: 140 0 0 V R l0 � E? City State Zip CONTACT`PERSON Name: N ap d zll � 5e ay Telephone: - .6, Mailing Address: Li ` t ' C ity St to Zi E -Mail Address: Fax Number: 4�1 � GENERAL CONTRA TO INFORMATION Company Name: Mailing Address: �(� ��� �(�L(� II,c e 7�d� City State Zip `— Contact Person: C , 1 4� 1 6 b ea 6,W,& Day Telephone: 6f JQ — 0/ �J E -Mail Address: 04V i , Fax Number: 1 11Q 5� Contractor Registration Number: 0. (� — � 45: � -� Expiration Date: �1 a * *An original or notarized copy of current Washington State Contractor License must be presented at the ti a of permit issuance ** ARCHITECT 0,VRECORD - All, plans must be wet stamped by Architect of Record ;r Company Name: Mailing Address: City Slate Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: ENGINEEROF RECORD All Plans must.be wet stamped by Engineer of Record Company Name: Mailing Address. Contact Person: E -Mail Address: \applications \pcnnit application (3 -2003) 3/2003 Page i City Day Telephone: Fax Number: State Zip z '•F z �W D UO Cj) CO Uj W= J F- 00 W WO J LL Q U� = F- W Z �_O z�_ W W U� ON 0 H W W H( LLz W U= O z .r BUIL DING PERMIT INFORMATION 206-43670 3670 Valuation of Project (contractor's bid price }: $ /Axis ing Building Valuation: $_ Scop of Work (please provide detailed ihformation):.... _. aQO r Will there be new rack storage? []..Yes ; <No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below Addition to Type of Type of Interior Existing Construction Occupancy per. Existing Remodel Structure New per UBC UBC l' Floor 770 e?Abode 21— Floor 3`.,. Floor Floors thru Basement Accessory. Structure' Attached Garage. 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 Area (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: Compact: Handicap: Will there be a change in use? E] ....Yes KNo If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: 1,, ..Sprinklers [)..Automatic Fire Alarm []..None. Other (specify) mold r"' Will there be storage or use of flammable, combustible or hazardous materials in the building? E] .. Yes lP ' ..No If "yes ", attach list of materials and storage locations on a separate 8 -1/2 x I1 paper indicating quantities and Material Sa ety Data Sheets. \applicalioWpermit application (3.2003) 3/2003 Page 2 7 1 Z W JU UO = W C0 LL WO }} 9J LL. Q to =) =d W Z H F O Z I— W �j v ON ° !_ W H6 W Z 111 to O Z Scope of Work (please provide detailed information): Call before you Dig: 1- 800 - 424 -5555 ;:Please.refer. to Public Works Bulletin #1.for: fees and estimate.sheet. Water District ❑ ...Tukwila ❑ ... Water District # 125 ❑ .. Highline ❑ ...Renton ❑ ... Water Availability Provided Sewer District ❑ ...Tukwila ❑... ValVue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate ❑... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with ADDlication (mark boxes which an ❑ ... Civil Plans (Maximum Paper Size -22" x 34" ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond []..Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑..'Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection _ Irrigation Domestic Water ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size.. ❑ ... Water Only Meter Size............ ❑ ...Sewer Main Extension ............ Public ❑ ... Water Main Extension ............. Public ❑ .. Geotechnical Report ❑ ... Traffic Impact Analysis ❑ .. Maintenance Agreement(s) ❑ ... Hold Harmless ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line „ UE ❑ .. Grease Interceptor ❑ .. Channelization ❑ ...Trench Excavation ❑ .. Utility Undergrounding " WO# WO# " WO# ❑...Deduct Water Meter Size........ " _ Private Private FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ... Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter RefundBilling: Name: Mailing Add Day Telephone: City State Zip \applications \permit application (3 -2003) 3/2003 Page 3 Z Z '~ W �U 0 N C0 LLI W = H �W WO �—j W Q N� = �W Z H F- O Z H W U O - o l— W -O Z.. w U= O~ Z 1VIECHANICAL PERMIT.INF.ORMATION-" 206 - 430670 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 .... Commercial: New .... E] Fuel Type Electric ..... E] Gas .... R Replacement .... ❑ Replacement .... n 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 <100K BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace>100K 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 APPLICATIONNOTES = Appl>tcable to all pelrmrts sin this applicattoln 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. I 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 Signature: Print Name: Mailing Address: Date Application Accepted: I Date Application Expires: Staff lnitials \applications \permit application (3.2003) 3/2003 Page 4 r " ^ .•:•5f i 1 { Z '~ W UO ND CO J H CO W WO U. co ) = a �W Z H HO W �5 U� ON C3 E- W 2 I— P �O --Z W U =. O Z f AUTHORIZED N �T: J / 7 f G�-�G Date: C . oy ��wtiu w� g City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 3597000221 i Address: 6100 SOUTHCENTER BL TUKW Suite No: Applicant: PROWEST DEVELOPMENT, LLC Permit Number Status: Applied Date: Issue Date: D04 -094 PENDING 03/18/2004 4 Receipt No.: R04 -00326 Payment Amount: 58.37 Initials: SKS Payment Date: 03/18/2004 02:02 PM User ID: 1165 Balance: $0.00 a l Payee: C & C SERVICES s TRANSACTION LIST: Type - - - - -- Method Description -- - - - - -- --------------------------- - - - - -- Amount Payment Check 1109 58.37 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - NONRES 000/322.100 32.65 PLAN CHECK - NONRES 000/345.830 21.22 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 58.37 ILI 9 z H W or � �U 00 Lu N J = t-- �U. w U. Q = CI �w z r- 0 z f- LU U1 U� O— 0 F- LU W O W z U CO) 1= _ O z 0 `19 971.6 1`f..TAL tic 0.2 doc: Receipt Printed: 03 -18 -2004 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER NID. ji CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 6) 31 -3670 Pro' t: Type of Inspe ion:. Ad ress• - ' I L( 06 1 , Date Called: ho Special structions: Date Wanted: P .M. Requester: Phone No: CLLL z Z �Z �W �U UO co LLJ �LL W O LLQ c o _ CY �W Z F- Z0 2 LLJ 5 , O N 0 H W W H �. LO .. Z W co Z I-- . F Approved per applicable codes. � Corrections required prior to approval. INSPECTION RECORD � Retain a copy with permit "IC INSPECTION NO. PERMIT I CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 )431 -3670 Pr j ct: 1 6 ss: Ty e of Inspection: r Da � .� . � ( (� t Date Called: (D Special Instructions: Date Wanted: : m r p.m. Request (S Ph ne No ' t� 4 Z '~ W UO (no. J � LL W O J U- Q d �W Z t— F- O W 5. U� O N OH Ww ~ P LL O . Z . W P T'. O Z t Approved per applicable codes. Corrections required prior to approval. j INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER MI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr ' c r t: Y Type of In ection: 1 Address: laloos .0 f Date Called: 3 Sp al Instructions: Date Wanted:.:- b p.m. Requester hone No: W62 Z_G - ❑ Corrections required prior to approval. i z iH z W QQ � JU UO W N W WO 9:3 LL N � = d. �W z W LU �p U ON o F- LU W LLF — O LLI z N F- H . O z Approved per applicable codes. i INSPECTION RECORD q Retain a copy with permit � ! (� INSPECTION NO. PERM O CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr ' � � � Type of Insq!ct' n: Address: � � / , ( Date Called' Special Instr ctions: Date Wanted: a.m P .M. Requester r, Ph o No: r pproved per applicable codes. MENTS: :ctions required prior to approval. I i t! Z �W W ' 2 JU UO M J N LL W O J tiQ �d = W H = Z f. F- O W I— LLJ U� N 0 H W W Ir- H LL O Z 111 O Z INSPECTION RECORD E P ER I Retain a copy with permit 06 IN ECTION O. -12 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Pro' t: -A Type of jaspection: o c t A ress ' 5,c, Date Caned le Id) --� Special Instructions: Date Wanted: p.m. Requester• Ph One l9o: �Approved per applicable codes Z W JU 00 Cj) a (/) W UJ LL W O U- cl) W ZF 0 W �- W LU Cf) 0 a � W H (.5 U- w z U P 0 1--: ,z t — - Corrections required prior to approval. INSPECTION RECORD Retain a copy with permit INSPECIMN NO. PERMIT S � CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PF 'ect: r7 G�� Type of In pec 'on: dress: tlel p � .. l Date Called* • Special Instructions: C Date Wanted* M. p.m. Requpster: A) Pho +o• � ""' ^/�Q— 0 J Z '~ W Q � Q 2 JU UO (n o co W J = (1) LL WO Ua CO �W Z= H H O W ~ W Uj3 o�- W LL! H� L L — 0 tll Z UN O Z Approved per applicable codes. ®.Corrections required prior to approval. INSPECTION RECORD Retain a copy with permit - INSPEC14ON NO. PERMI / CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proje c Type of Inspec ion: I Addr ! /(..� /` 15peci Date Called: Date Wanted: _ r.... .m. Requester: Phone No: Fl Approved per applicable codes. Corrections required prior to approval. Receipt No.: Date: z ;H Z � W QQ� JU 0 0 0 W= S2 U. WO U. N� _CY F. W z H Z� III W U� O N D H WW H� O W z U CO) O� z u paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1908 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: :.,Permits: 0_# / Thomas R Keefe, Fire Chief 4 � City of Tukwila Steven M. Mullet, Mayor Fire Department Authorized Signatu3re FINALAPP.FRM Rev. 2/19/98 Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 e Fax: 206-575-447 D 0 0 (no C/) W LU LL _j LL = a LU 3: Z � 0 z � UJ LLJ 2 5 D a 0 Cl) �0— 0 H LU Uj H U- 0 z co P 0 z j �; Infornzation To Build On 7 SEATTLE DIVISION 24113 56TH AVE W MOUNTLAKE TERRACE, WA 98043 (425) 248.2400 - FAX (425) 248 -2401 RECEIVED M R 9241 ■ 10025 SO. TACOMA WAY, Sill JUN 0 2 NS 6032 NO. CUTTER C R. SUITE 480 TACOMA, WA 98499 PORTLAND, OR 97217 (253) 589.1804 - FAX (253) 589.21MMMUNITY (503) 289 -1778 - FAX (503) 289 -1918 CLIEN.T.:::::::::: PCL Construction Services, Inc. PROJECrtNd;::::` :::': 744 -50001 DATE April 28, 2006 AREA (SQ. IN.) 15405 SE 37th Street Suite 200 PERMIT'NO '.: *:'-:'-: '-:: *:":*-:" D04 -094 W.O. 79670 CHECKED Bellevue, WA 98006 MUNI.GI.PALI Cit �of Tukwila CUBE N/A 2" X 2" X 2" 4.09 A1`TENtION ::::: :::: ::: Mr. Patrick Malone 11RCki1 TECt — — DD B CUBE -- PCL PPROJECT : ::::::: ::::::; C755 0R0;1tCfADDR�SS:: - -- -- South Boeing Access Rd to 154th Street - Seattle COMPRESSION TEST RESULTS SAMPLE I.D. TYPE GROUTED SIZE (L, W, D) AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED LES. P.S.I. A CUBE N/A 2" X 2" X 2" 4.09 05/05/06 7 24700 6040 DD B CUBE N/A 2" X 2" X 2" 4.10 05/26/06 28 55540 13560 DO C CUBE N/A 2" X 2" X 2" 4,08 05/26/06 28 55340 13560 DD D CUBE N/A 2" X 2" X 2" HOLD H DISCARD E &F CUBE N/A 2" X 2" X 2" HOLD H DISCARD SLUMP N/A MIXING PLANT N/A TRUCK # N/A TICKET # N/A GROUT CEMENT C'SE AGG. FINE AGG. ADMIX PROPORTIONS PRE - PACK AGED MASTERFL 928 /PEA GRAV MORTAR CEMENT C'SE AGG. FINE AGG. ADMIX PROPORTIONS N/A N/A N/A N/A ASTM C -1064 ASTM C -1064 TIME & WEATHER 3:00 PM 69 °F CLEAR MORTAR TEMP. N/A GROUT TEMP. 72 ° F SAMPLED AND TESTED MORTAR GROUT PRISM IN ACCORDANCE WITH: ❑ ASTM C780 ❑ UBC 21 -16 ❑ ASTM C1019 ❑ UBC 21 -18 ❑ ASTM C -1314 POUR LOCATION AND NOTES: DESIGN INFO STRENGTH ONLY MIX # FIELD BATCH MIX # N/A DATE RECEIVED May 1, 2006 OTHER ❑ UBC 21 -17 (0 ASTM C109 PSI SAMPLED PEA GRAVEL GROUT PLACED IN EAST SIDE E07 CLOSURE STRIP REPAIR. CONCRETE PLACED AFTER BEING REJECTED IN THIS CLOSURE STRIP WAS SHIPPED OUT AND REPAIRED WITH THIS BATCH OF GROUT. THE GROUT WAS MIXED TO MASTERFLOW DIRECTIONS. EQUIPMENT IDENTIFICATION AND S /N #: COPIES TO: INSPECTOR JOE ALLEN DATE: April 28, 2006 i [EMS j...... CTE .. ....::::::::::::::::::::::::::: ...... ............................... APPROVED:,P>`ANS :ARE: :::::::::::::::::::::::: .. .... .. NONCONFORMING Q x CLIENT x CONTRACTOR ENGINEER x BUILDING DEPT. ARCHITECT x SUPPLIER FIELD CONTACT DATE: NOT AVAILABLE 'This report is provided for the in lot mation of the client only. The reproduction of this report, by any method and its transmittal to a NAME ON OFF ST OT MILES thud parry, by any moans, except in full, without the full permission of Professional Service Industries, Inc., is prohibeeV SEE FR 52491 'This certification attests to the accuracy of the results obtained from the actual lest performed and/or observations mado withal the dented scope aline work. Cerblkation shall not be construed to represent an inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements TOTAL HOURS Certified Report by Professional Service Industries: Deane H. Ramsdell Date May 30, 2006 TS - 98 -1 Z ;}- Z W 0 N o CO W W = H CO )L WO 9� LL Q rA _ CY f.. W Z F- H O Z t— 5 U� O- 0 F- W W li— F- 0 . Z W U= O Z �1: �°+: L7�NYnfi!.±;�rtm.AKsrs,+•ar.Wm:. oar; a!: fi*- v* vxr.,. n�t�w�+ a; n�. w:« r. �,. �, �wP ".�n•�;rr7a�r��atew�.iR. >..r,. r.., t,,,;,>, n.» w. �n, r, a; 5n:: ra; �±+ fl�rEr'+ g�y� '9v7t:NSE�''{R)k!If�'9'i'4�W fp Infornwtion ToBu .1d on • Co....rrr a • >ti.,r� SEATTLE DIVISION 24113 56TH AVE W MOUNTLAKE TERRACE, WA 98043 (425) 248 -2400 • FAX (425) 248.2401 RECEIVED CR 59515 ■ TACOMA DIVISION I JUN 0 2 200 � PORTLAND DIVISION 10025 SO. TACOMA WAY, SUITE H7 6032 NO. CUTTER CIR. SUITE 480 TACOMA, WA 98499 COMMUNITY DEVELOPf+OENT PORTLAND, OR 97217 (253) 589.1804 • FAX (253) 589.2136 (503) 289 -1778 - FAX (503) 289.1918 SAMPLE I.D. PCL Construction Services, Inc. PROJECT: NO: _u_u : _ 744 -50001 D ATE _ April 27, 2 006 _ _ — _ ADDRESS:::::::::::: 15405 SE 37th Street Suite 200 PERMIT: NO:':*:::::•:': D -420 _ W. 79 6_4_8_ Bellevue, WA 98006 __ MUNICIPALITY:::::::::: :. . .. — Cty of Tukwila it — LEIS. ENGINEER: '.. . :: •.•..•.• .•.•.•.•.•.•.••.•••••• ATTEN .TION :.:,:": :::::::: :::: . . . . . . . . Mr. Patrick Malone Ai2CHITECI ::::::::::.::::: 4 X 8 12.56 05/04/06 CONTRA :CTOR:::::::::::::::::: ' : : :': PCL PROJECT : :: : : :::::::: : : :: ::: :::: C755 PRQJECT� ADDRESS:::.:::.::: :. South Boeing Access Rd to 154th Street - Seattle SAMPLE I.D. SIZE (IN AREA (SO. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE LEIS. PSI TYPE A 4 X 8 12.56 05/04/06 7 86300 6870 DD 4 B 4 X 8 12.56 05/25/06 28 118060 9400 DD 4 C 4 X 8 12.56 05/25/06 28 120320 9580 DD 3 D 4 X 8 12.56 HOLD H DISCARD E 4 X 8 12.56 FIELD CURE FC F 4 X 8 12.56 FIELD CURE FC SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK NEO CAP OTHER IN ACCORDANCE WITH: ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM C -31• 0 C -143 0 C -172 0 C -231 0 C -1064 0 C -39 0 C -1231 0 -Excl. Srrc. 10.1.2 (T-p.) RxwdkV) TIME, TEMP. & 12:30 PM 62 °F DATE MIXING DESIGN SAMPLE WEATHER CLEAR CAST 27- Apr -06 PLANT STONEWAY STRENGTH 6500 TYPE CYLINDERS PROPORTIONS: CEMENT /FLY C'SE AGG. FINE AGG. WATER ADDED ADMIXTURE ADMIXTURE ADMIXTURE WRDA/AIR DARASET ADVA LBS /CUBIC YARD 705/138 1665 1150 205 42 OZ /5 O 216 OZ 42.5 OZ TYPE OF CEMENT 1 I) CONC. TEMP. 72 °F SLUMP 61/2 ins. AIR 5.4 % QUANTITY 2 Cu. Yd. TRUCK 439 TICKET A 648012 SUPER PLASTICIZED SLUMP YES MIX # 7551 POUR LOCATION AND NOTES: DATE RECEIVED: April 28, 2006 PSI SAMPLED AND TESTED THE CONCRETE PLACED IN THE E08 BENT BEAM TOP PADS. THE CONCRETE CONFORMS TO THE MIX DESIGN SPECIFICATIONS AND TO JOB SPECIFICATIONS STD 03305 PART 3.01 AS APPLICABLE. STARTED AT 12:20, FINISH AT 12:45 WITH 2 CUBIC YARDS PLACED OF THE 4 CUBIC YARDS DELIVERED. EQUIPMENT IDENTIFICATION AND S /N #: COPIES TO: INSPECTOR: DATE: ITEMS NSPECTED TO. . x CLIENT x CONTRACTOR JOE ALLEN April 27, 2006 APPROVED.PL,ANS ARE; ENGINEER x BUILDING DEPT. FIELD CONTACT: DATE: ARCHITECT x SUPPLIER ::::CONFORMING 7 ::::: NNCO, NFQRMJ N, G ::: :::::::::::::::::::::::.::.:::: NOT AVAILABLE . . . . ......... , . 'This report is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party. by any NAME ON OFF ST OT MILES means, except in full, wilhout the full permission of Professional Service Industries, Inc., Is prohibited.' SEE FR 52488 'This certification attests to the accuracy of the results obtained from the actual lest performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent an inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements.- _ TOTAL HOURS Certified Report by Professional Service Industries Deane H. Ramsdell Date May 30, 2006 TS - 98 -1 MANI 11 11 111' 11 3 - ! Mt@ V, h° 7aJ".': P,!: zr: x7? �1' M! N3i' �f�A. tkTran'! �7« nRtna:, i.°. uzx. rtw- tt�?! aCw; 52DM)< 7 ! V ,Qr'R.Mhat'ir�fRMrtr�- ne:rwv �r,i....*vr..wfw �+*A`.MFcrm. Ia .r 1� � W UO ND W = H CO U. WO 9 J LL. Q CO T O �W Z F- F- O Z 5 U� O� C3 W �O Z W U= O Z AA j '1 F InfornTation il� TO Build On tn�l:..i1�, • con.�rrr�r • 7Mttlp SEATTLE DIVISION 24113 56TH AVE W MOUNTLAKE TERRACE, WA 98043 (425) 248 -2400 ' FAX (425) 248 -2401 RECEI . TACOMA DIVISION I JUN 0 2 200 10025 SO. TACOMA WAY, SUITE H1 COMMUNITY TACOMA, WA 98499 DEVELOPMEN (253) 589.1804' FAX (253) 589.2136 CR 59514 PORTLAND DIVISION 6032 NO. CUTTER CIR. SUITE 480 PORTLAND. OR 97217 (503) 289 -1778 - FAX (503) 289.1918 SAMPLE I.D. PCL C onstruction Services, Inc. PROJEC NO:..::::: 744 -50001 DA TE 27, 2006 ADDfZES5 :::::::::: 15405 SE 37th Street Suite 200 P. RM1 .11NO."" ;: : _ _AAApril _ D04 -420 W.O. 79648 Bellevue, WA 98006 A Ml1NIeIPAI:fTII;:::,: `_ ;T;:; _ City of Tukwila :::.:.:.:.:.: .:.:.:.:.:.:.:.:.:.:.:.:*:,:,:: LEIS. ENGINEER:::::::.. T ^ • PSI ATTENI101':::::::::: Mr. Patrick Malone ARCFItTE.CT 4 X 8 12.56 05/04/06 7 PCL PROJEC:T :::::::::::::: C755 P South Boeing Access Rd to 154th Street - Seattle SAMPLE I.D. SIZE (IN.) AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE LEIS. PSI TYPE A 4 X 8 12.56 05/04/06 7 63070 5020 DD 4 B 4 X 8 12.56 05/25/06 28 96850 7710 DD 3 C 4 X 8 12.56 05/25/06 28 95020 7570 DD 3 D 4 X 8 12.56 HOLD H DISCARD E 4 X 8 12.56 FIELD CURE FC F 4 X 8 12.56 FIELD CURE FC SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK NEO CAP OTHER IN ACCORDANCE WITH: ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM C -31' 0 C -143 0 C -172 C -231 10 CA064 0 C -39 0 C -1231 0 'Eml. Sw. 10.1.2 (Temp.) Rwwdirp) TIME, TEMP. & 1:45 PM 61 DATE MIXING DESIGN SAMPLE WEATHER CLEAR CAST 27- Apr -06 PLANT STONEWAY STRENGTH 5000 TYPE CYLINDERS PROPORTIONS: CEMENT /FLY C'SE AGG. FINE AGG. WATER ADDED ADMIXTURE ADMIXTURE ADMIXTURE ADVA WRDA LBS /CUBIC YARD 545/181 1926 1132 232 14.5 OZ 32.7 OZ N/A TYPE OF CEMENT 1 If CONC. TEMP. 69 °F SLUMP 53/4 ins. AIR 2.4 % QUANTITY 10 Cu. Yd. TRUCK 400 TICKET A 648118 SUPER PLASTICIZED SLUMP YES MIX # 5895 -A POUR LOCATION AND NOTES: DATE RECEIVED: April 28, 2006 PSI ON SITE FOR SAMPLING AND TESTING CONCRETE PLACED IN THE STAIR EGRESS #3 FOOTING. THE CONCRETE CONFORMS TO THE MIX DESIGN SPECIFICATIONS AND TO JOB SPECIFICATIONS STD 03305 PART 3.01 AS APPLICABLE. SEE FR 52490 FOR THE FOOTINGS REINFORCING STEEL AND PLACEMENT INSPECTIONS. EQUIPMENT IDENTIFICATION AND SIN #: COPIES TO: INSPECTOR: DATE: ITEMS INSPECTED T.O:: . x CLIENT x CONTRACTOR JOE ALLEN April 27, 2006 .................. . APPROVED PLANS.ARE::: ENGINEER x BUILDING DEPT. FIELD CONTACT: DATE: ARCHITECT x SUPPLIER ::CONFORMING :: ::::::::::: �........... i:::NQNCONFORM ING : :::::::::::::: . Q. NOT AVAILABLE . 'This report is provided for the Information of the client only. The reproduction of this report, by any method, and Its transmittal to a third party, by any NAME ON OFF ST OT MILES means, except in full, without the full permission of Professional Service Industries, Inc., is prohibited.' SEE FR 52488 'This certification attests to the accuracy at the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent an Inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements' TOTAL HOURS I ( I Certified Report by Professional Service Industries Deane H . Ramsdell Date May 30, 2006 TS - 98 -1 Z =Z �W UO N J = F— N U. WO La = C3 }. W Z H 1-- O Z �_ 5 U� ON O I— W L O Z W UN F— _ O H Z t r . .xs, a.a. H� '' "}.'.C^1'r „k? Y 7,e s���' ` D. �.. v. �liin'.ww:.,'7• ^mo'.ht+•.,rf ". isxu�tmcrrrlT ;«e:r P�T��!'rrKt +•.; w n nr , r�r r�h.�:e.. a , a?+ ar...^ Af: oA". qYR 'nW,7 ?trzhf?d,'iTA!F1Wt,Hac'iSL . ] In fornZaon To Build O �l•••+r� • cw..alltlrp • �.�f SEATTLE DIVISION 24113 56TH AVE W MOUNTLAKE TERRACE, WA 98043 (425) 248.2400 • FAX (425) 248 -2401 ��cE� ■ TACMA DIVISION 10026 SO, TACOMA WAY, SUIT�f4T" ` 09 2o6 TACOMA, WA 98499 C OMMUNIN (253) 589 -1804' FAX (253) 589- 21I0JEVELOPI C R 59505 PORTLAND DIVISION 6032 NO. CUTTER CIR. SUITE 480 PORTLAND, OR 97217 (503) 289.1778 ' FAX (503) 289.1918 SAMPLE I.D. PCL Construction Services, Inc. PRO JECT: NO : :: ::':':*:': *: *: * 744 -50001 DATE April 24, 2006 ADDRESS:::::::::: :: : :: : ::: :: 15405 SE 37th Street Suite 200 P�RMIT:,NO ::::::: D04 -420 W.O. 79572 LBS. Bellevue, WA 98006 iVI.CINIC(Pi41:111l:::::;:; : Cit of Tukwila — 12.58 05/01/06 ENG( VEER :.:.:.:.:.:.:.:.:.:.:.:.:.:.:.: 45790 ATTENTIOIV Mr. Patrick Malone ARCHITECT ::: : :: :: : : :.:.:.:.:.:.:':':.: 4 d ::::::::::::::::::::: 4 X 8 CONTRACTOR:::::;:::::::::::: PCL -- PRO:IECT C755 PROJECT:' ADDRESS:::. :: ::::: South Boeing Access Rd to 154th Street - Seattle SAMPLE I.D. SIZE (IN.) AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE LBS. PSI A 4 X 8 12.58 05/01/06 7 45790 3640 DD 4 B 4 X 8 12.58 05/22/06 28 64230 5110 DD 4 C 4 X 8 12.58 05/22/06 28 63140 5020 DD 4 D 4 X 8 12.58 HOLD H DISCARD E 4 X 8 12.58 FIELD CURE FC F 4 X 8 12.58 FIELD CURE FC SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP IN ACCORDANCE WITH: ASTM ASTM ASTM ASTM ASTM C -31' 0 C -143 0 C -172 0 C -231 0 C -1064 0 'E=l. See. 1 0.1.2(T —p.) R..dmifi TIME, TEMP. & 9:10 AM 60 °F DATE MIXING DESIGN WEATHER CLEAR CAST 24- Apr -06 PLANT STONEWAY STRENGTH PROPORTIONS: CEMENT /FLY C'SE AGG. FINE AGG. WATER ADDED LBS /CU. YRD 540/182 1948 1108 244 TYPE OF CEMENT I II CONC. TEMP. 64 °F SLUMP 61/4 ins. TRUCK 334 TICKET A 645923 SUPER PLASTICIZED SLUMP POUR LOCATION AND NOTES: BREAK NEO CAP OTHER ASTM ASTM ASTM C -39 0 C -1231 0 SAMPLE 5000 TYPE CYLINDERS ADMIXTURE ADMIXTURE ADMIXTURE WRDA ADVA 32.7 OZ 14.5 OZ N/A AIR 2.8 % QUANTITY 10 OF 23 Cu. Yd. YES MIX # 5895 -A DATE RECEIVED: April 25, 2006 PSI ON SITE FOR SAMPLING AND TESTING CONCRETE PLACED IN WALL #3 FOOTING FROM APPROXIMATELY E01.2 TO E02. THE CONCRETE CONFORMS TO THE MIX DESIGN SPECIFICATIONS AND TO JOB SPECIFICATIONS STD 03305 PART 3.01 AS APPLICABLE. SEE FR 52482 FOR THE REINFORCING STEEL AND CONCRETE PLACEMENT INSPECTION. EQUIPMENT IDENTIFICATION AND SINM COPIES TO: INSPECTOR: JOE ALLEN DATE: April 24, 2006 ITEMS INSPECT ELIT:O:' APP.ROVED:PL ARE" - * - ':': *:::::::*: *:':*: ::::::': ........................... ::::::::::::: :::::: :::::::::: :.:::::CONFORMING:::: ::::::: X : :.:::::::::::: ..�........ .. ::::: NONCONFORMjNG ::::..:....::.....::::: . .. x CLIENT x CONTRACTOR ENGINEER x BUILDING DEPT. ARCHITECT x SUPPLIER FIELD CONTACT: DATE: 'This report Is provided for the Information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any NAME ON OFF ST OT MILES means, except in full, without the full permission of Professional Service Industries, Inc., is prohibited.' SEE FR 52481 'This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent an Inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements.' TOTAL HOURS Certified Report by Professional Service Industries: Z7P.GLf1Pi7 RGGI�Z,ideui '� Date l ajl 23, 2006 TS - 98 -1 Z �= Z �W 2 �0 UQ Cl) J = C0 LLI H CO LL ul 0 J LL Q U� = F. W Z f- I- 0 Z 1-' W ILI 5 UC3 ON � H W LL 0 W Z U= 0 F— Z � - � .. Ix'i�t�F:+M�" +".F;^:t:.F adsw:WgP�,�wovo.a�w��+r.. run*• wM• r;+ roa-+ wrnn. rvr. 1? ron* n� wir! s,•• rc!a.rtn:re;Y,C•`.Rrr'm9nnn,i.K:: yid' rll ,T•q.Y!ppl4l.ClifiPIXi4}'f,�a'i . ., a.,, n.: +» - ,�.., r � d .. sr eiriru.'r..., :' .k,:.�,'.. ,:...«.. t.,,.+:.. rz:.:,..Jwr..aw.,•w.....,,a..sw w��•++" . -_ • I I Infornzation To Build On SEATTLE DIVISION 24113 56TH AVE W MOUNTLAKE TERRACE, WA 98043 (425) 248.2400 • FAX (425) 248.2401 CR R�CE�V �a 59507 ■ TACOMA DIVISION **�� {� 206 PORTLAND DIVISION 10025 SO. TACOMA WAY, SUITE ' V 6032 NO. CUTTER CIR. SUITE 480 TACOMA, WA 98499 Co UNITY T PORTLAND, OR 97217 (253) 589 -1804 • FAX (253) 589.2136E OP�pE (503) 289 -1778 - FAX (503) 289.1918 CLIEN :T:: :::: :: ::::::: :: :: :::::: ::: PCL Construction Services, Inc. P.ROJECT::NO :� ::.::'::: :: :: ::� 744 -50001 DATE A rii 25, 2006 db[�RESS ::::::::::::::::: 15405 SE 37th Street Suite 200 PEftMIY: NO:;:' :::: D04 -420 W.O. 79598 :: Bellevue, WA 98006 Ml1NICIFAL:jTY::: :T::::; City of Tukwila _. :.:.:.:.::.: .:.:.:.:.:.:.:.:.:.:.:.:.:.:.:: 05/02/06 E GINEEi7 : :::::::::::::: N 81070 ATTENT164 Mr. Patrick Malone ARCHITECT ' * ' ' ' ':: : ,:�: 4 P::O. :NO ;'. :::::::::: 4 X 8 C�HTE2A:C1 OR:::: ::':::: _ PCL PRO:IECT _ C755 PROJECT AADDRESS:.'.:::: South Boeing Access Rd to 154th Street - Seattle SAMPLE I.D. SIZE (IN.) AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE LBS. PSI A 4 X 8 12.57 05/02/06 7 81070 6450 DD 4 B 4 X 8 12.57 05/23/06 28 111740 8890 DD 3 C 4 X 8 12.57 05/23/06 28 112120 _ 8920 DD 4 D 4 X 8 12.57 HOLD H DISCARD SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP IN ACCORDANCE WITH: ASTM ASTM ASTM ASTM ASTM C -31' C -143 0 C -172 D C -231 0 C -1064 [a -E.cl Srrc. 10.1.21Temp.) R—ding) TIME, TEMP. & 1:45 PM 71 °F DATE MIXING DESIGN WEATHER CLEAR CAST 25- Apr -06 PLANT STONEWAY STRENGTH PROPORTIONS: CEMENT /FLY C'SE AGG. FINE AGG. WATER ADDED LBS /CUBIC YARD 703/139 1668 1165 225 TYPE OF CEMENT 1 II CONC. TEMP. 71 OF SLUMP 8 ins. TRUCK 418 TICKET ai 646834 SUPER PLASTICIZED SLUMP POUR LOCATION AND NOTES: BREAK NEO CAP OTHER ASTM ASTM ASTM C -39 l?( C -1231 0 SAMPLE 6500 TYPE CYLINDERS ADMIXTURE ADMIXTURE ADMIXTURE WRDA AIR/ADVA DARASET 42.4 5 OZ/42.3 OZ 110 OZ AIR 5.4 % QUANTITY 1 Cu. Yd. YES MIX # 7551 DATE RECEIVED: April 26, 2006 PSI ON SITE FOR SAMPLING AND TESTING CONCRETE PLACED IN THE SPAN WAY CLOSURE STRIPS AT THE E06 AND E07 ENDS. THE CONCRETE CONFORMS TO THE MIX DESIGN SPECIFICATIONS AND TO JOB SPECIFICATIONS STD 03305 PART 3.01 AS APPLICABLE. STARTED AT 1:40 PM FINISH AT 4:00. THIS REPORT IS CONTINUED ON CR 59508. EQUIPMENT IDENTIFICATION AND SINM COPIES TO: INSPECTOR: JOE ALLEN DATE: April 25, 2006 .......... ............................... .......... ............................... .. EMS IIJSPECTELI T0 ................. . ........... ............................... APPROVED: PLA*N$: ARE : :::::: :: :: :::: .': '.:': .': .*:': '.: *.: ::;:CQ •. . . .NFORMING:::::::'::: ..............Q .......... . r . .. ..... ............. :�:;:NQHCONFORMING;:;: :::::::::::::::::::::::::::::: x CLIENT x CONTRACTOR ENGINEER x BUILDING DEPT. ARCHITECT x SUPPLIER FIELD CONTACT: DATE: NOT AVAILABLE 'This report Is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any NAME ON OFF ST OT MILES means, except In full, without the full permission of Professional Service Industries, Inc., Is prohibited' SEE FR 52484 'This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent an Inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements.' TOTAL HOURS I I I Certified Report by Professional Service Industries: Deane H. Ramsdell Date May 24, 2006 TS - 98 -1 Z ;.} Z W UO Cl) 0 C0 Lu J H CO LL WO J LL Q cl) =) _ CY W Z F- F- O Z I_ W W U� O� o I— W W H FF- �O Z W F H O Z 1 1111111161 1 11t;1111 , 11 11 . « fir�rarrir ,.=3+17h�':,ywn.�.n:tsxrsata y' n,+; e< m." i! v^?+ uh:! t4+ CY! ?ttfifti'?* R' etaa•. A+ 7sc�r" F� +; awrtlr =v,++wt:h�.^.!tttn :M;3•ot+MZlSx 1 p ,; Information To Build On �i.,...,ro • «...rwr- • Tb.till" SEATTLE DIVISION 24113 56TH AVE W MOUNTLAKE TERRACE, WA 98043 (425) 248.2400' FAX (425) 248 -2401 To ■ TACOMA DIVISION ,.````1�.� v 10025 SO. TACOMA WAY. SUIj0�` ��'t �� TACOMA, WA 98499 JJ G , V OQ (253) 589 -1804 • FAX (253) 589.2136 f C R 59506 PORTLAND DIVISION 6032 NO. CUTTER CIR. SUITE 480 PORTLAND, OR 97217 (503) 289-1778 ' FAX (503) 289.1918 CLIEN :T: :: ::::* ":':::: :: :::::: :: :: PCL Construction Services, Inc. PROJECT: NO::: :: :: :::::: :::: :::::: : :::: 744 -50001 DATE April 24, 2006 ..................... 15405 SE 37th Str Suite 200 PERMIT: NO :::::::::::::::u ........................ D04 -420 W.O. 79572 :.:.. : : ::Bellevue, WA 98006 MUNICIFi4CjTlf::;::::: City of Tukwila :.:.:.:.:.: .:.:.:.:.:.:.:.:.:.:.:.:.:.:.:: ENGINEER:::::::::::::::4 TYPE ATTENT Mr. Patrick Malone ARCHITECT :: :: : : : : :: — l ?. 0:;N0 :.:.:.:..:.:.:.:.:.:.:.:: 12.58 05/01/06 PCL PROJECT C755 PROJECTADDRESS:::: -::: South Boeing Access Rd to 154th Street- Seattle SAMPLE I.D. SIZE (IN.) AREA (SQ. IN.) GATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE LEIS. PSI A 4 X 8 12.58 05/01/06 7 71060 5650 DD 4 B 4 X 8 12.58 05/22/06 28 104460 8300 DD 4 C 4 X 8 12.58 05/22/06 28 103150 8200 DD 3 D 4 X 8 12.58 HOLD H DISCARD E 4 X 8 12.58 FIELD CURE FC F& G 4 X 8 12.58 FIELD CURE FC SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK NEO CAP OTHER IN ACCORDANCE WITH: ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM C -31' 0 C -143 0 C -172 0 C -231 9 C -1064 0 C -39 0 C -1231 0 'F-1. Sao. 10. 1.2 (T•mp ) RKwdirp) TIME, TEMP. & 2:30 PM 64 °F DATE MIXING DESIGN SAMPLE WEATHER CLEAR CAST 24- Apr -06 PLANT STONEWAY STRENGTH 4000 TYPE CYLINDERS PROPORTIONS: CEMENT /FLY C'SE AGG. FINE AGG. WATER ADDED ADMIXTURE ADMIXTURE ADMIXTURE 3/4" 18253 RENTON WRDA AIR ADVA LBS /CU. YRD 649/119 1731 1182 233 46.1 OZ 3.5 OZ 15.5 OZ TYPE OF CEMENT 1 II CONC. TEMP. 69 SLUMP 63/4 ins. AIR 5.4 % QUANTITY 21 OF 36 Cu. Yd. TRUCK 444 TICKET4 646229 SUPER PLASTICIZED SLUMP YES MIX# 6955 POUR LOCATION AND NOTES: DATE RECEIVED: April 25, 2006 PSI SAMPLED AND TESTED THE CONCRETE PLACED IN STAIR EGRESS #4 BELOW GRADE WALLS. THE CONCRETE CONFORMS TO THE MIX DESIGN SPECIFICATIONS AND TO JOB SPECIFICATIONS STD 03305 PART 3.01 AS APPLICABLE. SEE FR 52483 FOR THE WALLS REINFORCING STEEL AND CONCRETE PLACEMENT INSPECTION. STARTED AT 1:15, FINISHED AT 4:30. 36 CUBIC YARDS PLACED. EQUIPMENT IDENTIFICATION AND SIN #: COPIES TO: INSPECTOR DATE: .... ...... ............................... ITEMS INSPECTEI] TO . . x CLIENT x CONTRACTOR JOE ALLEN April 24, 2006 .......... ............................... ........... ............................. APPROVED:PI;ANS: ARE: :':':':':':*: *: *:*:':':':':':': ENGINEER x BUILDING DEPT. FIELD CONTACT: DATE: ARCHITECT x SUPPLIER :::CONFORMING ::::: :;X: NONFORMING :::::: NCO . Q ............ 'This report is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any NAME ON OFF ST OT MILES means, except in full, without the full permission of Professional Service Industries, Inc., Is prohibited.* R 2481 'This certification attests to the accuracy of the results obtained from the actual lest performed and /or observations made within the defined scope of the work. Certification s hall not be construed to represent an Inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements.* _ TOTAL HOURS I i Certified Report by Professional Service Industries Deane H. Ramsdell Date May 23, 2006 TS - 98.1 Z Z W UO N C0 W W = H C0 LL WO 9-1 LL Q C0 0 = a W Z F— I— O Z I— W W U� ON o I— W H P u" O .. Z W U_= F— H O Z Vic, *�}�wrsE3}:' ��YM'F'.m b, tr.,^»,,, �rss^.'' a« �' t"'.'".,ti:"..�,.raY:` ?.,M.,::.a ruin....• ,rsaxsr•+ +•ras�ti•+Hit!9cr:�,�2? thsi �. ynr�t't3L�Fi�. "� ..mr.�.* ,..i, .., r... .�.+..�.,...n.....a.r,,..,:.:v� ' �c w:: .�:::,,:::::.......- r- �e�.w«:�: °,.v:,r:�,a'.:.,r;�•:Mm:,• 1p �; Information To Build On SEATTLE DIVISION 24113 56TH AVE W MOUNTLAKE TERRACE, WA 98043 (425) 248.2400 - FAX (425) 248.2401 eo MAY 1210 M R 9241 ■ TACOMA DIVISION C PORTLAND DIVISION 10025 SO. TACOMA WAY, SUITE S 0 AdE� PORTLAND, 21 S 4 TACOMA,, WA 98499 (253) 589.1804 - FAX (253) 589.2136 (503) 289.1778 - FAX (503) 289 -1918 COMPRESSION TEST RESULTS SAMPLE I.D. PCL Construction Serv Inc. !_ pROJE 744 -500 DATE April 28, 2006 AREA (SCE. IN.) 15405 SE 37th Street Suite 200 __ PER NO: ..: :: : :. :::::. D04 -094 W.O. 79670 CHECKED Bellevue, WA 98006 `_ MIJNICIPALil Y ::::::::::::::: Cit of Tukwila :: : ::::::::::::::::::::::::::::::: N/A ENGIN EER:::::::::::::: :! 4.09 AT.T6NIIQN:::::::::::: Mr. Patrick Malone A l?GWITECT 6040 p ONO: ::::::::::::::::: B CON OCT.OR'. ". *::::. "' : :: PCL - — PROJECT::: ; ::: :: C755 0ROJfCT:At7RRESS.:: South Boeing Access Rd to 154th Street - Seattle COMPRESSION TEST RESULTS SAMPLE I.D. TYPE GROUTED SIZE (L, W, D) AREA (SCE. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED LEIS. 7 P.S.I. A CUBE N/A 2" X 2" X 2" 4.09 05/01/06 3 24700 6040 DD B CUBE N/A 2" X 2" X 2" 05/05/06 7 C CUBE N/A 2" X 2" X 2" 05/26/06 28 D CUBE N/A 2" X 2" X 2" 05/26/06 28 E CUBE N/A 2" X 2" X 2" HOLD H F CUBE N/A 2" X 2" X 2" HOLD H SLUMP N/A MIXING PLANT N/A TRUCK # N/A TICKET # N/A GROUT CEMENT C'SE AGG. FINE AGG. ADMIX PROPORTIONS PRE - PACK AGED MASTERFL 928 /PEA GRAV MORTAR CEMENT C'SE AGG. FINE AGG. ADMIX PROPORTIONS N/A N/A N/A N/A ASTM C -1064 ASTM C -1064 TIME & WEATHER 3:00 PM 69 CLEAR MORTAR TEMP. N/A GROUT TEMP. 72 °F SAMPLED AND TESTED MORTAR GROUT PRISM IN ACCORDANCE WITH: ❑ ASTM C780 ❑ UBC 21 - 16 ❑ ASTM C1019 ❑ UBC 21 - 18 ❑ ASTM C - 1314 POUR LOCATION AND NOTES: DESIGN INFO STRENGTH ONLY MIX # FIELD BATCH MIX # N/A DATE RECEIVED May 1, 2006 OTHER ❑ UBC 21 - 17 EI ASTM C109 PSI SAMPLED PEA GRAVEL GROUT PLACED IN EAST SIDE E07 CLOSURE STRIP REPAIR. CONCRETE PLACED AFTER BEING REJECTED IN THIS CLOSURE STRIP WAS SHIPPED OUT AND REPAIRED WITH THIS BATCH OF GROUT, THE GROUT WAS MIXED TO MASTERFLOW DIRECTIONS. EQUIPMENT IDENTIFICATION AND S /N #: COPIES TO: INSPECTOR JOE ALLEN DATE: April 28, 2006 ITEMNSf?EC t4: T0 ::::::::::::::::::::::::: ...... ............................... APPROVEDLAT VS :�yRE :::::::::::::::::::::: . ;::CO,NFORMIN : : :: : : : :::::::::: .......... . ... ' • ... • ' x CLIENT x CONTRACTOR ENGINEER x BUILDING DEPT. ARCHITECT x SUPPLIER FIELD CONTACT I JDATE: NOT AVAILABLE - This report is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a NAME ON OFF ST OT MILES third party, by any means, except in lull, without the full permission of Professional Service Industries, Inc., is prohibited' SEE FR 52491 'This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made Mthirt the dented scope of the work. Cart f1cation shall not be construed to represent an inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements.' TOTAL HOURS Certified Report by Professional Service Industries: Date TS - 96 -1 i 91 . q+ A" ii ,JTi+-a +'.1+.,M•g,:.`''t.�s'�f i�` nu!" �a�a` n44ff' y7! fA,.,,., y' t�l yF�1'•"•`T7PY•'q�`i%'11'q?fS.pt �ih ',fi,'n:�+..+- »htvi..,...i¢{•N VyJ�l��t' �knyy:<; aaM ;wv,;CiaFF,at. *M!� }'.HS.�1�. `54'f' fi di, .. ++,.n..L,...i.:„' .. ..oai+i ":. ...... >. :..aw:�+ -w.wx> - - +�,wnw Z Z �W UO ND J = H CO U. WO U Q to _ CY H W Z H H O Z II— W W UC1 ON O f - W W H LL: O Z W U= O Z 5 7 ' ; Information .To Build On SEATTLE DIVISION 24113 56TH AVE W MOUNTLAKE TERRACE, WA 98043 (425) 248 -2400 - FAX (425) 248 -2401 RECEIVED ,, � g 2006 ■ TACOMA DIVISION [I 10025 SO. TACOMA WAY, SUITE H1 CpMNt C OMM P f UNtTY Tyl TACOMA, WA 98499 (253) 589.1804 - FAX (253) 589.2136 M R 9236 PORTLAND DIVISION 6032 NO. CUTTER CIR. SUITE 480 PORTLAND, OR 97217 (503) 289.1778 - FAX (503) 289.1918 CLIEN.1 : PCL Construction Service Inc. PROJECT :NO::::::::::::::::: 744 -50001 DATE A 24, 2006 ADDRESS ::::::::::::: 15405 SE 37th Street Suite 200 PEftMl3 NO,.:;:::::: D04 -094 W.O. 79572 STRENGTH Bellevue, WA 98006 IUIUNICIPALITI Cit of Tukwila ....... ........:: CYLINDER ENf31NEER ^::;:::::: _ AT1>~FIT.IC?N Patrick Malone ARQHITE :: :: :::: -'.. — ' 29910 p'ONO: t.dR::::::::::::: DO B PCL J_ N/A C755 PROJECT:ADRRESS.:: South Boeing Access Rd to 154th Street - Seattle i n.rr,r �IZ4 � Is a INC- SAMPLE I.D. TYPE GROUTED SIZE (L, W, D) AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED LEIS. P.S.I. A CYLINDER N/A 2" X 4" 3.07 05/01/06 7 29910 9740 DO B CYLINDER N/A 2" X 4" HOLD H DISCARD C CYLINDER N/A 2" X 4" HOLD H DISCARD D CYLINDER N/A 2"X 4" HOLD H DISCARD E CYLINDER N/A 2" X 4" HOLD H DISCARD F CYLINDER N/A 2" X 4" HOLD H DISCARD SLUMP N/A MIXING PLANT N/A TRUCK # N/A TICKET # N/A GROUT CEMENT C'SE AGG. FINE AGG. ADMIX PROPORTIONS PR - PA CKAGED MASTE 928 GROUT MORTAR CEMENT C'SE AGG. FINE AGG. ADMIX PROPORTIONS N/A N/A N/A N/A ASTM C -1064 ASTM C -1064 TIME & WEATHER 1:30 PM 647 CLEAR MORTAR TEMP. N/A GROUT TEMP. 69T SAMPLED AND TESTED MORTAR GROUT PRISM IN ACCORDANCE WITH: ❑ ASTM C780 ❑ UBC 21 -16 ❑ ASTM C1019 ❑ UBC 21 -18 ❑ ASTM C -1314 POUR LOCATION AND NOTES: DESIGN STRENGTH 2000 MIX # FIELD BATCH MIX # N/A DATE RECEIVED April 25, 2006 OTHER ❑ UBC 21 -17 D ASTM C109 PSI SAMPLED AND TESTED GROUT USED FOR E06 SHIMS. THE GROUT WAS MIXED TO MASTERFLOW DIRECTIONS. THIS REPORT IS CONTINUED ON MR 9237. EQUIPMENT IDENTIFICATION AND S /N #: COPIES TO: INSPECTOR JOE ALLEN DATE: 24 -Apr Ilj =MS. INSPECT ::::::::::' ::::::::::::::::: ...... ............................... ................... ... .............. APPROVED: PLA'ARE ::::::::::::::::::::::::: . ®• ............ . NONCONFORMINo x CLIENT x CONTRACTOR ENGINEER x BUILDING DEPT. ARCHITECT x SUPPLIER FIELD CONTACT DATE: 'This report hl provided for the Information of the client only. The reproduction of this report by any method, and its transmittal to a NAME ON OFF ST OT MILES third party, by any means, except in full, without the full permission of Professional Service Industries, Inc., is prohibited.' SEE FR - This certification attests lathe accuracy of the results obtained from the actual test performed andfor observations made within the defined scope of the work. Certification shall not be construed to represent an Inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements' TOTAL HOURS Certified Report by Professional Service Industries: Dea *z& f RanmdedL Date May 12, 2006 TS - 98 -1 '�. ,. ... t .. �.. ?- ++n+yw�t ,.r .Y:.i'.:PiV `.:' °::Y:.,. ..,.,.o .. >arxru�ema,nm ..ata+w a , wrw.aw,•,,, ,y��n,ra:�:�r'ne :- axr�,!+,+;�,wdSn- 'ryi"!'�kk.. N Z Z �W QQ� J t) 0 to o C0 W J = H C0 LL WO L Q co �W Z H E- O Z F_ 5 ULa O� o�__ W F- ll. O W Z U_N O F ' Z t - 2 hii Infonnaluzon To Build On ln�Ar,..ri.�r • • 7b..r a SEATTLE DIVISION 24113 56TH AVE W MOUNTLAKE TERRACE, WA 98043 (425) 248.2400' FAX (425) 248.2401 RECEIVED M 9237 MAY 18 2006 TACOMA DIVISION COMMUNIW PORTLAND DIVISION 10025 SO. TACOMA WAY, SUITE Hi DEVELOPMENT 6032 NO. CUTTER CIR. SUITE 480 TACOMA, WA 98499 PORTLAND, OR 97217 (253) 589.1804 • FAX (253) 589 -2136 (503) 289.1778 • FAX (503) 289 -1918 CLIMHHFSSION TFST RFSIIL_I S SAMPLE I.D. PCL Construction Services, Inc. PROJECT:NO;: :: ::: '.: :::: :: ::' 744 -50001 DATE April 24, 2006 AREA (SQ. IN.) 15405 SE 37th Street Suite 200 PER MIT ,.,ND;,:::;::::: :�: :: :: :::::. _ D04 -0 94 _ W.O. 79572 City of Tukwila Bellevue, WA 98006 M1lfJICIPAL f`f ::::::::::::::: ..... ............ A ENGINEER:.....::::::::;:: N/A AT,TENT.IOW::: :: : : : :: _ Mr. Patrick Malone A' RCWIT ECT..::::: — — p'O::Nd::::::::: 4350 DD PCL P.R'OJ.�CT: :::: ::!::: :::: C755 PROJECT ADDRESS:::' South Boeing Access Rd to 154th Street - Seattle CLIMHHFSSION TFST RFSIIL_I S SAMPLE I.D. TYPE GROUTED SIZE (L, W, D) AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED LBS. P.S.I, A CUBE N/A 2" X 2" X 2" 4.00 04/25/06 1 17390 4350 DD B CUBE N/A 2" X TX 2" HOLD H DISCARD C CUBE N/A 2" X 2" X 2" HOLD H DISCARD SLUMP N/A MIXING PLANT N/A TRUCK # N/A TICKET # N/A GROUT CEMENT C'SE AGG. FINE AGG. ADMIX PROPORTIONS PR - PA CKAGED MASTE 928 GROUT MORTAR CEMENT C'SE AGG. FINE AGG. ADMIX PROPORTIONS N/A N/A N/A N/A ASTM C -1064 ASTM C -1064 TIME & WEATHER 1:30 PM 64 CLEAR MORTAR TEMP. N/A GROUT TEMP. 69 ° F SAMPLED AND TESTED MORTAR GROUT PRISM IN ACCORDANCE WITH: ❑ ASTM C780 ❑ UBC 21 -16 ❑ ASTM C1019 ❑ UBC 21 -18 ❑ ASTM C -1314 POUR LOCATION AND NOTES: DESIGN STRENGTH 2000 MIX # FIELD BATCH MIX # N/A DATE RECEIVED April 25, 2006 OTHER ❑ UBC 21 -17 0 ASTM C109 THIS REPORT IS CONTINUED FROM MR 9236. THE CUBES WERE MADE FROM THE SAME BATCH OF GROUT AS MR 9236, THE GROUT HAD A FLOW TEST OF 31 SECONDS. 25 TO 35 SECONDS IS RECOMMENDED. EQUIPMENT IDENTIFICATION AND S /N #: COPIES TO: INSPECTOR: JOE ALLEN DATE: 24 -Apr ITEMSNSI?EGl ED: (Q ::::::::::::::::::::::::::::: ...... ............................... ........................ ............ <CUNFOR.MING;::::::: ........ � ..... .. ... : N. QNCONFQ .RIMING::::: x CLIENT x CONTRACTOR ENGINEER x BUILDING DEPT. ARCHITECT x SUPPLIER FIELD CONTACT DATE; 'This report is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a NAME ON OFF ST OT MILES third party, by any means, except in full, without the full permission of Professional Service Industries, Inc., Is prohibited.' SEE FR 'This certification attests to the accuracy of the results obtained from the actual test performed andloT observations made within the dented scope of tte work. Certification shall not be construed to represent an Inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements' TOTAL HOURS Certified Report by Professional Service Industries: Deala. ff RaoMdaUl Date May 12, 2006 TS - 98 -1 Z 3: �W 0 N0 J = F- 52 LL. WO J LL. Q Cl) I d F- W Z F_ F_ O Z F— W UC3 0 N 0 F— W HP �O .. W U= O� Z _ �'' F �7. �. r. �. i..,....,. fi._.:.........,.....;:.'. C__..-;._..,.,.". I � .�. ,.::...n.:.�,.. ' .�. "al ..:,.' ..............,,..._..... t�: M....... n-; c.. ..,o..w...w•o j ,. �; Information To Build On ,...o p•1b SEATTLE DIVISION 24113 56TH AVE W MOUNTLAKE TERRACE, WA 98043 (425)248.2400' FAX(425)248 -2401 RECEIVED M R 9242 • TACOMA DIVISION E H1'� 2Q0P 10025 SO. TACOMA WAY, SUIT 6032 0 CUTTER C R. SUITE 480 TACOMA, WA 98499 COMMUNITY PORTLAND, OR 97217 (253) 589.1804 • FAX (253) 5 2MELOPMENT (503) 289 -1778 - FAX (503) 289 -1918 : PCL Con Services, Inc. pROJ ::: 744 -50001 DATE May 3, 2006 AODFiE$5: :: :: :: :: :: :: :: 15405 SE 37th Street Suite 200 PERMIT N O:: :: ::u: :: ::: : n r D04 -094 W.O. CHECKED Bellevue, WA 98006 - V M C INICI P11LITlr:::: Cit Tukwila ........ ......... N/A . ENGINEER:::: 'T : 4,04 05/10/06 Mr. Patrick Malone - -- - . FtCHIT6 :::::::::::::::::::: — pb.::Wd: :: :: :: :: :: :: :: :: ::: - t;ONYitACt. ::::::: PCL P.ROjtC3: :: :: : : :: :: :: ::: C755 PROJECT :ApWRF$5: :: South Boeing Access Rd to 154th Street - Seattle COMPRESSION TEST RESULTS SAMPLE I.D. TYPE GROUTED SIZE (L, W, D) AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED LEIS. P.S.I. A CUBE N/A 2" X 2" X 2" 4,04 05/10/06 7 22140 5480 DD B CUBE N/A 2" X 2 2" 05131106 28 C CUBE N/A 2" X 2" X 2" 05/31/06 28 SLUMP N/A MIXING PLANT N/A TRUCK # N/A TICKET # N/A GROUT CEMENT C'SE AGG. FINE AGG. ADMIX PROPORTIONS P RE - PACKAGED SI PT GROUTMAT MORTAR CEMENT C'SE AGG. FINE AGG. ADMIX PROPORTIONS N/A N/A N/A N/A ASTM C -1064 ASTM C -1064 TIME & WEATHER 9:25 AM 46eF CLEAR MORTAR TEMP. N/A GROUT TEMP. 60*F SAMPLED AND TESTED MORTAR GROUT PRISM IN ACCORDANCE WITH: ❑ ASTM C780 ❑ UBC 21 -16 ❑ ASTM C1019 ❑ UBC 21 -18 ❑ ASTM C -1314 POUR LOCATION AND NOTES: DESIGN STRENGTH 5000 MIX # FIELD BATCH MIX # N/A DATE RECEIVED May 5, 2006 OTHER ❑ UBC 21 -17 0 ASTM C109 PSI ON SITE FOR SAMPLING AND TESTING GROUT PLACED IN THE PT DUCTS SPAN BETWEEN E06 AND E07. SEE FR 52496 FOR THE GROUT FLOW TESTS. THE GROUT WAS MIXED TO SITA DIRECTIONS AND ALSO CONFORMS TO JOB SPECIFICATIONS STD 03380 PART 2.01.K.3B AND 4 EQUIPMENT IDENTIFICATION AND S /N #: COPIES TO: INSPECTOR JOE ALLEN DATE: May 3, 2006 ITPMS : jNS P 4TF ...::::::::::::::::: ...... ............................ A:PPROYED: ;[.Oft.MING ::::::::: :::::::: :: :::: NQNGQNFQRMING :::::: :: ::: ::::: ::;:: :: ........ x CLIENT x CONTRACTOR ENGINEER x BUILDING DEPT. ARCHITECT x SUPPLIER FIELD CONTACT DATE: 'This report Is provided for the Information of the client only. The reproduction of this report by any method, and its transmittal to a NAME ON OFF ST OT MILES third party, by any means, except In full, without the full permission of Professional Service Industries, Inc., Is prohibited.' SEE FR 52495 'This certification attests to the accuracy of the results obtained from the actual lest performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent an inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements' TOTAL HOURS Certified Report by Professional Service Industries: Date TS - 98 -1 Z W 0 ND C0 W J = I-- CO W WO L Q 10 I— W Z H H O Z F- W W UC3 ON o11-- W H 11" O W Z U= O Z . ISi, X! S??1 '��, �#? t/ �! ?7!! 9° 5., piR" kPURO; a' N¢?! tMiars ^'eM:�neamxrr«.•m.r- + �;p . �� :r ^x. +�7���e: H!e>�r3y k.' l'47tiW, RS! IjWAA infiormaition To Build On SEATTLE DIVISION 24113 56TH AVE W MOUNTLAKE TERRACE, WA 98043 (425) 248.2400 - FAX (425) 248.2401 FR 61481 RECEIVED PCL Construction S ervices, Inc. . TACOMA DIVISION ' F 10025 SO. TACOMA WAY, SUITE 'MAY 1 2006 PORTLAND DIVISION 6032 N0. CUTTER CIR. SUITE 480 TACOMA, WA 98499 (253) 569.1804 • FAX (253) 589.213hpV =, UNIT1t' PORTLAND, OR 97217 (503) 289 -1778' FAX (503) 289.1918 C. L• IEfI} T :: ::::::::::::::::::::::::::::::: PCL Construction S ervices, Inc. PROJECT :MO :::;:::;:::::;:;:;:; 744 -50001 DATE May 5, 2006 15405 SE 37th Street Suite 200 PERMIT: NO:: : ::: _ D04405 W 79796 ::: Bellevue WA 98006 ` MUNIGIFALITY: LL . ' ENGINEER ::::.:.::.:.... — — — A .. ' ,1` TEN - 'ION:::::* :::::::::::::::::: Mr. Patrick Malone ARC ITECY:' ::.: H.. ..... 'C. ONTRAGT'OR :^::::::::: _ PCL PRQ;IE.GT::::: ::::::::::: C755 PRO;IECT:.ADDRESS : :' :: South Boeing Access Rd to 154th Street - Seattle FIELD R E P ORT 1. ARRIVED ZONE #1 AT 8:45 FOR SOIL DENSITY TESTING. SEE DR 42495 LEFT SITE AT 1:00. 12. ARRIVED AT C -12 PIER FOR CONCRETE PLACEMENT AND TO SET UP SURE CURE APPARATUS PLACEMENT START 2:30, END 4:00. 25 OF 28 YARDS PLACED. SEE CR 59550. 'This report is provided for the Information of the client only. The reproduction of this report by any method, and its transmittal to a third party, by any means, except In full, without the full permission of Professional Service Industries, Inc., is prohibited.* 'This certification attests to the accuracy of the results obtained from the actual test performed and /or observations made within the defined scope of the work. Certification shall not be construed to represent an inspection, approval or acceptance of other associated work or a warranty of design or workability of the:pacification requirements' Certified Report by Professional Service Industries: 9ea41&;y- ;eamoea, � Date Alc�y 15, 2006 TS - 98 -1 "WTrJ+7{'�Ate{�9f�`AICtLHil°A ;v .V`fi ., ,,, .o �7s1�'7{.w s W. Y �•,N.7,wlKt!'rrr }'t'�v? !, 4fv nro! 7;{ � *.±! 1.' 7 7�;: M' M+ tf .! + 1:' Ct' N- rt' X7 > a+ x nMA 7a. inp�. > ar v nwv:. t"! tf« �3 �Z rs; B'• Y. NrY JJf: n xxttx nr .` xq'' ' ?t I' Z ;3: Z �W QQ � 0 ND C0 W J = H C0 U. WO 2 QQ LLQ (J) = I.W Z H M_ O Z I— W5 U� ON oI__ WW O •Z W U= O Z Information rp To Build On rn�+ti...>tiv • �a.wrlerp • � M SEATTLE DIVISION 24113 56TH AVE W MOUNTLAKE TERRACE, WA 98043 (425) 248 -2400 • FAX (425) 248.2401 ■ TACOMA DIVISION 10025 SO. TACOMA WAY, SUITE H1 TACOMA, WA 98499 (253) 589.1804' FAX (253) 589.2136 CR. PORTLAND DIVISION 6032 NO. CUTTER CIR. SUITE 480 PORTLAND, OR 97217 15031289.1778• FAX 15031289 -1918 CLIENT::::::::::::: PCL Construction Services, Inc. PROJEC NO:: :::::.:.:.:.:.:::.:::: 742 -50124 DATE Au ust 3, 2005 AGE AT TEST 15405 SE 37th Street Suite 200 PERMIT:HO:::: ; : :::: D04 -094 W.O. 74985 LBS. Bellevue, WA 98006 MCiNICIP itCtTY:.:.:. :.:.:.: .:.: 4 X 8 12.56 08/10/05 7 42420 ATTENTION Mr. Patrick Malone ARCHITECT : : :: :: :: : :: ::. - .. - ' . '::;.::::- B P:.O. :N(� :1* : *'. — ' — :::::::*. 12.56 CONTRACTOR : : :: :: :: :: : : : : : : :: : : :: ::: PCL PROJECT :::::::::::: C755 PROJECT ADORN :: :: ::: :: South Boeing Access Rd to 154th Street - Seattle SAMPLE I.D. SIZE (IN.) AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE LBS. PSI A 4 X 8 12.56 08/10/05 7 42420 3380 DD D B 4 X 8 12.56 08/31/05 28 84270 6710 DD E C 4 X 8 12.56 08/31/05 28 84410 6720 DO E D 4 X 8 12.56 HOLD H DISCARD E 4 X 8 12.56 HOLD H F 4 X 8 12.56 HOLD H SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP IN ACCORDANCE WITH: ASTM ASTM ASTM ASTM ASTM C -31 0 C -143 0 C -172 0 C -231 ❑ C -1064 0 TIME, TEMP. & 9:30 AM 63 DATE MIXING DESIGN WEATHER CLEAR CAST 03- Aug -05 PLANT STONEWAY STRENGTH PROPORTIONS: CEMENT /FLY C'SE AGG. FINE AGG. WATER ADDED LBS /CUBIC YARD 600/181 1600 1247 293 TYPE OF CEMENT 1 II CONC. TEMP. 78 SLUMP 81/2 ins. TRUCK 427 TICKET A 546547 SUPER PLASTICIZED SLUMP POUR LOCATION AND NOTES: BREAK NEO CAP OTHER ASTM ASTM ASTM C -39 0 C -1231 0 SAMPLE 5000 TYPE CYLINDERS ADMIXTURE ADMIXTURE ADMIXTURE WRDA 64 100 XR 39 OZ 23.4 OZ N/A AIR N/A % QUANTITY 62 OF 104 Cu. Yd. NO MIX # CL4KP DATE RECEIVED: August 4, 2005 THIS REPORT IS CONTINUED FROM CR 55643. EQUIPMENT IDENTIFICATION AND S /N #: COPIES TO: INSPECTOR SKIP HANSON JOE ALLEN August DATE: 3, 2005 ITEMS;INS::E!CTD:::::::::::::::::::::::::::: APPROVED: PLANS ARE ::': *-:":*: *: '-: :' :":'-: -: ' : "*" : :CONfid.aMING ::::: X: ::::::: . NQNCOIVFC?ItIVIING;::: • • . • ... • . . • �•'. . . •'• . .'. . ... x CLIENT x CONTRACTOR ENGINEER BUILDING DEPT. ARCHITECT SUPPLIER FIELD CONTACT DATE: NOT AVAILABLE 'This report Is provided for the Information of the client only. The reproduction of this report, by any method, and Its transmittal to a third party, by any means, except in full, wilhout the full permission of Professional Service Industries. Inc., Is prohibited.' 'This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made vAthin the donned scope of the work. Certification shall not be construed to represent an inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements.* N A ttltc AN rlcc QT AT Mll_FS J. ALLEN 4 1 1.5 S. HANSON 3 1 TOTAL HOURS Certified Report by /-Z- Professional Service Industries Deane H. Ramsdell Date August 31, 2005 Z W UO N J = F— N U_ WO LL Q n = CY W Z H H O Z ir" W W U ON o I— W W H LL: O . W Z U= O~ Z TS - 98.1 t1 rxY4 fi Pj h. w.*t ••.-•=4+awf ,s:w (ra�S°S' /n xs;...".w.sgt °J -c 2'r� �k•! ednutrAtyt +;$jx•�;p�au+r�'4;,tr ?s:t . :'Y.!.,`k*?,r^tin°i�`;RCtffiq .,^ v -,,, �, �« -.,... ..�.r a e . vn+..1.,v !, ra. .. ....�:L+I n. ....� cc:,n4.L- ,.:t.r„1KU ,. . r+« nn+.-=^+ t-'+ eisx+, �•. �----.- r,+ i- , ;- ...wrr�«+m.�e.::. 55644 ,k&jr1nj6rntaUon To Build On SEATTLE DIVISION 24113 58TH AVE W MOUNTLAKE TERRACE, WA 98043 (425) 248 -2400 • FAX (425) 246 -2401 ■ TACOMA DIVISION 10025 SO. TACOMA WAY, SUITE H1 TACOMA, WA 98499 (253) 589 -1804 • FAX (253) 589 -2138 CR 55642 PORTLAND DIVISION 6032 NO. CUTTER CIR. SUITE 480 PORTLAND, OR 97217 (503) 289.1778 • FAX (503) 289 -1918 SAMPLE I.D. PCL Construction Services, Inc. PROJECT: NO::: :; ::::::: ; : 742 -50124 DATE Au ust 2, 2005 AGE AT TEST 15405 SE 37th Street Suite 200 + PEF2MlT:NO :::::::::::::::: D04 -094 W.O. 74940 LEIS. Bellevue, WA 98006 MUNICIPALITY ............. 4 X 8 12.55 08/09/05 EER............... . 1690 ATTENTIOiV : ............... P O: :NQ:: ": *: *:*: ":': ":*: *:':':':': Mr. Patrick Malone ARCHITECT:::::::::::::: : B 4 X 8 CONTAAC TOR: :: : : : : : :: : : : :: : : : :: : : : :: PCL PROJECT :::::::::::: C755 PRt7:lECT AD.DRE33:::: ; :: South Boeing Access Rd to 154th Street - Seattle SAMPLE I.D. SIZE (IN.) AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE LEIS. PSI A 4 X 8 12.55 08/09/05 7 1690 130 DD E B 4 X 8 12.55 08/30/05 28 97730 7790 DD E C 4 X 8 12.55 08/30/05 28 97950 7800 DD A D 4 X 8 12.55 HOLD H DISCARD SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK NED CAP OTHER IN ACCORDANCE WITH: ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM C -31 0 C -143 0 C•172 0 C -231 ❑ C -1064 0 C -39 0 C -1231 0 TIME, TEMP. & 4 :30 PM 74 DATE MIXING DESIGN SAMPLE WEATHER CLEAR CAST 02- Aug -05 PLANT STONEWAY STRENGTH 5000 TYPE CYLINDERS PROPORTIONS: CEMENT C'SE AGG. FINE AGG. WATER ADDED ADMIXTURE ADMIXTURE ADMIXTURE WRDA 64 100 XR LBS /CUBIC YARD 543/182 1857 1198 255 36.3 OZ 21.8 OZ N/A TYPE OF CEMENT 1 II CONC. TEMP. 84 SLUMP 71/2 ins. AIR N/A % QUANTITY 10 Cu. Yd. TRUCK 410 TICKET A 546456 SUPER PLASTICIZED SLUMP NO MIX # 5894 POUR LOCATION AND NOTES: DATE RECEIVED: August 4, 2005 DRILLING CONTRACTOR RE- SCHEDULED TODAY'S CANCELLED PLACEMENT AT APPROXIMATELY 3:30. THE CONCRETE CONFORMED TO THE MIX DESIGN SPECIFICATIONS. THE CONCRETE WAS PLACED IN WALL 28 SOLIDER PILE 26. EQUIPMENT IDENTIFICATION AND S /N #: COPIES TO: INSPECTOR: DATE: JOE ALLEN August 2, 2005 ITEMS:INSRECTEDT AI?PFkdV� b : 0LANS : ARE:: :::::::::::: : :'NQNCOIVFC?RM1NG::' . ............. ,. . . x CLIENT x CONTRACTOR ENGINEER BUILDING DEPT. ARCHITECT SUPPLIER FIELD CONTACT: DATE: NOT AVAILABLE 'This report is provided for the information of the client only. The reproduction of this report, by any method, and Its transmittal to a third party by any NAME ON OFF ST OT MILES means, except In full, without the full permission of Professional Service Industries, Inc., is prohibited.' J. ALLEN 2 •TAIa certification attests to the accuracy of the results obtained from the actual lest performed and/or observations made within the defined scope of the work. Certification shalt not be construed to represent an Inspection, approval or acceptance of other associated work or a warranty of design or workabillty of the specification requirements.* TOTAL HOURS Certified Report by Professional Service Industries: Deane H. Ramsdell Date August 30, 2005 TS - 98.1 Z ~ W OC � UO (n p J = F— 00 W WO L Q U p _ C1 f. W Z F— H O Z t_ W LLI �p U O- p 1-- W 2 F— U_ O Z W CO O Z +► I. - FILE COPY I I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con - tractor's copy approved plans acknowledg Date - pp. -•Cr o 4 � e � ara �46 0 Site (1:1200) Construction /Occupancy Note: Centerplex A is of Type V -1 hour construction and has a Group B, Division occupancy. Parking Note: Centerplex A and Centerplex B (6000 Southcenter Boulevard) share parking and are required to have stalls for parking of 69 vehicles according to total interior area of buildings. Actual number of vehicle stalls = 102. Fire Alarm System Note: Smoke detectors and audible and visible fire alarm signaling devices shall be provided, zoned, controlled, and monitored as provided by Tukwila Ordinance 1646, technical specification 4.28 of 28 CFR Part 36 Appendix A, and applicable provisions of -WAC 51 -20 and WAC 51 -24, in conformance with plans to be approved by Tukwila Fire Prevention Bureau. S ace Use Note• Property Line Centerplex A 6100 SEPARATE PERMIT REQUIRED FOIE: ECIt-IANICAL ELE CAL PLUMBING GAS PIPING CITY OF TUKWIL.A RE BUILDING DIVISION T OFTUKwna MAR 18 2004 rn N CL CD c 0 Cn 0 CITY OF TUAVILA APPROVED PERMIT CENTER A1 17 AS „1 LU 1/2" 0 eyebolt with .. Ji' j) f ? - '; e 1" 0 washer, nut at top �' ` D` I tuIoml and bottom 12 gauge wire hanger, fasten to structure above @ 8101 D.C. Existing suspended Metal track ceiling system 4 2" x 4" 25 ga. steel studs @ 24" O.C. with R -11 sound batt insulation, covered with 1/2" sound board 1 side & 5/8" type "X" GWB each side 0 —/ Track attached with screws to lightweight concrete & plywood subfloor @ 24" O.C. Q Existing glued -down carpet Rubber base (optionally under partition) Existing oor p All rooms in floor plan not otherwise ; n �Ne. ktl partiao : „ detail (no scale) labeled shall be used for general office��%�� purposes. Tax Parcel Note: G�" ��� Tax parcel is 359700 - 0220.. ®5�g, *1?�� bc) (A 6yrt'?M... vxptiyeo,3p M RQ1M' "YAIff:'7 .I4n'g;Y}'ri'k1N�.FN'A'aT j'd1.!"hi, e>y!a•PYP,.rahMr jn7UflivyTlfiGV`,8 u•�rdf.' ?;A F�.Y1�- ,a'.;'Oi F:? Y' NSyYju `Y'..v4Yt�xr[tya�i`Si'PVA`.�Il I Z I '~ W W QQ 2 JU UO W= H CO LL w 9:3 LL c _. = F _ w Z 1— O Z� LL1 U� O N oF- wW LL o w Z U= O : Z '1 / / ReC 1) IkWII MAR 8 20 "CF"T C'�J1ITFR Exit corridor CITY of %w APPROVED At stairs Centerplex A, 3rd floor (1:200) Exit stairs Room 325E 115 sq. ft. 1. Remove door and frame and close up drywall partition. Room 325D 2. Relocate smoke detector Room 325C 180 sq. ft about 6" to clear path for now drywall partition. 167 sq. ft. }......... ° 3. Remove troffer. 4. Add drywall partition with ` J new duplex receptacle. Room 325A 287 sq. ft. _ 5. Remove drywall partition, I � door, frame, and light switch.. __. L i �,Rpom 325E( 6. Move troffer 2'. f 222 sq. ft. Room 325F 98 sq. ft. 7. Replace suite entry door with 20- minute -rated suite entry door, relite, frame, closer, and smoke - gasket assembly to match existing standard. Work Site (1:100) Centerplex A Suite 325 Division Z �W JU 00 (/) 0 CO W J � S2 w. w �a is �w z H 1_ O Z E—. Da U W F_- �o .Z w U X Z BUILDING A, I_ iT FLOOR 1.01 116 11 C 11 0 114 Building Entm. no. e valor 140 ROOM A floor plan November 21, 2005 CHERI CARRELL 930 WOODLAWN AV EVERETT, WA 98203 City o, f Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: Permit No. ID04 -094 6100 SOUTHCENTER BL TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Permit Center at 206431 -3670 to arrange for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -tinge extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicant's control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 12/28/2005, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, � V (A,,Q e Permit Technician xc: Permit File No. D04 - 094 6300 Southcenter Boulevard, Suite #100 * Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax. 206 - 431 -3665 Z ,Q Z �w Q � JU U0 w= 9 L w U. ¢. co V �w Z f- HO Z I— w w U� ON D F- ww �U LL ~ O ..Z w U= O Z `n.�.+ �.. :.�•,. t -�a .w�,,•I f!'r' t:a.i 7�'u` L } d'� w�l ' Jlti ?�: mid- i'? s} L: dPX�r` �uai�ti6 '!kC�:''�•+iir.A�i4h«ek�t. -t .. AMwt•✓�` an .�fia' :4R:.: .. +� : ert( ;.i ?' 'IiSF - City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 12/28/2005, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, I 4�lVti A JJ ( Je iferYvl rshall, Permit Technician xc: Permit File No. D04 -094 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 Z 11 -01 -2005 W Q � JU UO 0 CANDY NIELSEN N W 10407 SE 186 PL, #210 � SEATTLE WA 98168 N WO W RE: Permit No. D04 -094 LL Q 6100 SOUTHCENTER BL TUKW CO) d Dear Permit Holder: Z H In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. W O Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the LU j provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not U 0 commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or 00 co abandoned at any time after the work is commenced for a period of 180 days. _ W W Based on the above, you are hereby advised to: F � � —O Call the City of Tukwila Permit Center at 206 - 431 -3670 to arrange for the next or final inspection. 111 co U This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if r: p E' the project should be considered abandoned. Z If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 12/28/2005, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, I 4�lVti A JJ ( Je iferYvl rshall, Permit Technician xc: Permit File No. D04 -094 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 O J Q J City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 1908 Z i� W D 09 -07 -2004 -U UO UI W - H CANDY NIELSEN 10407 SE 186 PL, #210 u- W O SEATTLE WA 98168 5 RE: Permit Application No. D04 -094 U- cn d . = 6100 SOUTHCENTER BL TUKW W H ? 11-- s Dear Permit Holder: �-- O In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. D Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the U 0 provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not O SS commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. U Based on the above, you are hereby advised to: Z Call the City of Tukwila Permit Center at 206 - 431 -3670 to arrange for the next final inspection. _. O This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if Z . the project should be considered abandoned. j If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. 2 In the event you do not call for the above inspection and receive an extension prior to 10/06/2004, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Stefania Spencer, Permit Technician xc: Permit File No. D04 -094 Bob Benedicto, Building Official 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 * Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 X 1908 02 -07 -2005 CANDY NIELSEN 10407 SE 186 PL, #210 SEATTLE WA 98168 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: Permit No. D04 -094 6100 SOUTHCENTER BL TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and /or the International Mechanical Code, every permit issued.by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Permit Center at 206 -431 -3670 to arrange for the next or final. inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a are -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 03/12/2005, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, ltiiZG6N Stefania Spencer, Permit Technician xc: Permit File No. D04 -094 Bob Benedicto, Building Official 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206.431 -3665 Z ;~ z �w D JU UO y0 co LU J H W W O LL a U 0 Z C'1 W Z� F— O Z H � j- D 0 N ' 0 i— W W H U. W ui Z U= O Z PERMIT COORD COP PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -094 DATE: 03 -18 -04 PROJECT NAME: PROWEST DEVELOPMENT, LLC SITE ADDRESS: 6100 SOUTHCENTER BOULEVARD X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # afteribefore permit is issued DEPARTMENTS: Building Mvision � 23' © .00 wL "1 Fire Prevention P1 Planning Division Public W ks ; Structural ❑ Permit Coordinator t5 [..1'Yt/1 4­ I DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 03 -23 -04 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TOES /THURS RO�fTING: Please Route Structural Review RequiredStructural Review Required REVIEWER'S INITIALS: ❑ No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 04 -20 -04 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2-28.02 PERMIT COORD COPY z _�. ~ w Q � Q 2 WV UQ W= H CO L W J LL Q W =a �W z F_ WO w D ON � I— WW UO . z . W U= O z an,c.. I Detach And Display Certificate DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS. CONST.CONT. REGIgT'. # EXP. DATE CC01---.CCSERS*971RQ 12/1-8/2005 EFFECTIVE DATE - 12/18/2003 C & C SERVICES 930 WOODLAWN AVE EVERETT WA 98203 Ji '62.5-052-000 (8/97) I Detach And Display Certificate f REGISTERED AS PROVIDED BY LAW AS Please Remove CONST'CONT:.' GENERAL `REGIST'. # EXP. DATE And Sian CC01---.-- CCSERS-*.971RQ 12/18/ Identification EFFECTIVE.,-.,,DATE= 12/i.8, Card Before Placing In C & C SERVICES 1� c 930- WOODLAWN,•AVE-. Billfold EVE .98 2 Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIES 1:625-052-000 097) rrARIVEI) MAR 1 8 2004 PERM CEAPrej, Z Z; UJI 00 U) io (1) LLI W CO) LL W O 2 CO) CY; W Z H. 0: Z (- W L cli W W 3: L ) LL —0 I.. Z� w C0 0 Z.