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HomeMy WebLinkAboutPermit MI02-116 - US BANKUS Bank 151 Andover Park W MI 02 -0116 f. City of Tukwila Department of Community Development / 6300 Southcenter Bt-, Suite 100/Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: Address: Suite No 0223100038 151 ANDOVER PK E TUKW MISCELLANEOUS PERMIT Permit Number: Issue Date: Permit Expires On: M102 -116 09/03/2002 03/02/2003 Tenant: Name: US BANK Address: 151 ANDOVER PK E, TUKWILA WA Owner: Name: Address: Contact Person: Name: Address: U S BANK CORPORATE PROPS 2800 E LAKE ST, LAKE0012 CHUCK MAHLUM 491015 AVE NW, SEATTLE, WA Contractors Name: HAIGHT ROOFING COMPANY INC. Address: P.O. BOX 70150, SEATTLE, WA Contractor License No: HAIGHRC269QK Phone: Phone: 206.784.8414 Phone: 206 784.8414 Expiration Date: 05/01/2004 DESCRIPTION OF WORK: OVERLAY EXISTING INSULATED BUR WITH 3/8" FANFOLD BOARD MECHANICALLY6 ATTACHED COVERED WITH .045 TPO MEMBRANE MECHANICALLY ATTACHED WITH HEAT WELDED SEAMS. Value of Construction: Type of Fire Protection: Type of Construction: $28,000,00 Fees Collected: Uniform Building Code Edition: Occupancy per UBC: $700.06 1997 0016 Public Works Activities: Curb Cut/Access/Sidewalk/CSS: Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Channelization / Striping: N N N N N N N N N N N 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: Private: Public: ** Continued Next Page ** dac: Miscperm M102.116 Printed: 09-03 -2002 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature:_ "612 1 hereby certify that 1 have read and examined this permit and know the same to be true and correct, Ali 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 construct Jp or the performance of work. I am authorized to sign and obtain this mechanical permit. Signature: Print Name: Date: Yl •-D... 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, doe: Mlscperm M102.116 Printed: 09-03-2002 .§ b li 4 i; PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: MI02 -116 DATE: 08 -07 -02 PROJECT NAME: SITE ADDRESS: 151,AN DOVER PARK EAST Original Plan Submittal XResponse to incomplete Letter # Response to Correction Letter #_ o,Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Fire Prevention 0 Structural ❑ Permit Coordinator ❑ Planning Division !JTE.RMI.NATLQN OF COMPLETENESS: (Tues., Thurs.) Complete lit Comments: Incomplete 0 DUE DATE., Q 3. MPL(12� Not Applicable 0 Permit Center Use Only INCOMPLETE LETTER MAILED; Departments determined Incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff initials: LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: Please Route ❑ Structural Review Re aired 0 No further Review Required 'i% REVIEWER'S INITIALS:... .._.___�._ _.__.�___ L'-' DATE :..,_. APPROVALS OR CORRECTIQ'NS: DUE DATE: ....._.._.09795791, Approved 0 Approved with Conditions Not Approved (attach comments) 0 Notation: DATE: 6 e . d . REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED; Departments issued corrections; Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials; Pocuments/routing slip.doc 1.113-02 1g PERMIT NO.: BUILDING PERMITS INSPECTIONS ❑ 1 Progress inspection Status O 2 Pre-construction O 3 investigation O 4 OK to Occupy ❑ 5 Remove Stop Work Order (] 6 f=ollow-up ❑ 7 Pre-Move Inspection ❑ 50 WSEC Residential 0 60 WA Ventilation/indoor AQC ❑ 70 NLEA Inspection/Modular Struct 71 Mobile Home Tie Down insp 72 Marriage lines 90 Roue, 95 Footing Drains 100 Foundation Footings 200 Foundation Walls 250 Foundation insulation 300 Concrete Slab /Slab Insulation 350 Crawl Space 400 Shear WaII Nailing 450 Plywood Wall Shcnlhing S00 - Roof Sheathing Nailing 325 Plywood Deck Nailing 550 Exterior Wall Sheathing 600 Masonry Chimney 610 Chimney Installation/All Types 700 Framing 750 Roof /Ceiling Insulation 800 Floor Insulation 801 Wall Insulation 802 Exterior Roof Insulation 803 Glazing Inspection 815 Lighting and Controls 900 Suspended Ceiling 000 Interior Wallboard Fastening 001 Exterior Wallboard Fastening 110 Pre -Move Inspection 115 Motor Inspection 120 Pre -Demo 140 Prc•rcroof 400 Final-Fire 700 Final-Building 900 Final•Rcroof 3100 Site Visit 4000 Special-Concrete 4001Special•Bolts in Concrete 4001 Special-Mom/Resist Conc Frame 4003 Special•Reinf Steel Prestress 4004 Special-Welding ❑ 4005..,,,,,,,,. Special•Iligh•Sirength Bolting ❑ 4006,.,,,,, Special•Siructural Masonry ❑ 4007 Special•Reinf Gypsum Concrete (� 4008 Special-Insulating Conc Fill 0 4009 Special-Spray Fireproofing ❑ 4010 Special•Piling, Piers, Caissons 0 4011 Special•Sltatcrete O 4011 Special-Grading, Excav /Fill O 4013, Special-Retaining Wall ❑ 4014 Special-Panels ❑ 4015.... ....... Special-Smoke Control System TENANT NAME: U.<2. //nn''hh � 1 re - rcv-P CONDITIONS 4 0001 No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division ❑ 0002 Plumbing permits shall be obtained through King Co ❑ 0003 Electrical permits obtained through L & 1 iiii0004 All mechanical work shall be under separate permit 0005 All permits, insp records & approved plans available ❑ 0006 All structural concrete shall be special inspected ❑ 0007 All structural welding shall be done by WABO certified inspector ❑ 0008 All high•strength bolting shall be special inspected ❑ 0009 Bolts installed in concrete shall be special inspected ❑ 0010 When special inspection is required...notify Tukwila Building Division ❑ 0011 The special inspector shall submit a final signed report ❑ 0012 Any new ceiling grid and light fixture installation ❑ 0013 Partition walls attached to ceiling grid ❑ 0014 Readily accessible access to roof mounted equipment ❑ 0015 Engineered truss drawings & rules shall be on site ❑ 0016 Any exposed insulation backing material shall have 0017 Subgradc preparation Including drainage, excavation 0018 A statement from the roofing contractor verifying fire retardant class of roof 40 0019 All construction to be done in conformance w /approved plans 0 a 0 0 0020 .,....., Structural observation shall bo provided for this project 0021 All food preparation establishments must have King Co 0022 Piro retardant treated wood shall have flame spread of 0023 Notliy Building Division prior lo placing any concrete 0024 All spray applied fireproofing shall be special inspected 0025 All wood to remain In placed concrete shall be treated 0026 All structural masonry shell be special Inspected 0027 Validity of Penult 0028 Rack storage requires separate permit 0030 No occupancy of building until final insp by Bldg Div 0031 Comply with requirements ol'TMiC 16:04 0032 Remove all weeds, concrete, stone foundations. flat concrete 1)034 ......,. Removal of septic tanks require approval and compliance with King Cu Health Dept. 0035 Contact PW Div to obtain insp for water /sewer connect 0036 Manufacturers installation instructions required on site 0038 A C of 0 will be required for 0039 Final approval for all Ti w /in the limits of the SC Mall 0040 All constnuction noise to he in compliance wish 8.2 TMC 0041 Ventilation is required for all new rooms & spaces 0042,.,..,Furl burning appliances 0043 Appliances, which generate 0044 Water heater shall be anchored 0045 Rerool' "Anchoring — All new construct and substantial improvement shall be anchored t ' prevent notation" Plan Reviewer: Permit Tech: Date: S O Date: 8-12-07-- f PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: ... MI02416 . _ _ DATE: _07 -31 -02 PROJECT NAME: - -- - __US.. Bank_. SITE ADDRESS: 1.51 rvAndo er_Par_k_East ,.� X._,Original Plan Submittal ___.__.Response to Incomplete Letter #__ _ ______Response to Correction Letter # ,_,Jtevision # After Pernik Is issued PIPARTMEf TS: Building Division Public Works ❑ Eire Prevention Structural ❑ Planning Division Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ incomplete Comments: tires. �.4-4. s_. • _. p 41. . DUE DATE :J /8 0 . Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED1 Departments determined Incomplete: Bldg ❑ Fire 0 Ping ❑ PW 0 Staff Initials:, UTTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Requi ed ❑ REVIEWER'S INITIALS: \Z-gie4A., DATE: b 0• %PPROVALS OR CORRECT NS: Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DUE DATE :. PH 29'42 . Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: RIdg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2.2&02 I� PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: _ MI02 -116 PROJECT NAME: US Bank SITE ADDRESS: 151 Andover Park East , .,Original Plan Submittal DATE: 07-31-02 Response to Incomplete Letter Response to Correction Letter # _.� Revision # __ After Permit Is Issued DEPART_MENIS: Building Division ❑ Public Works ❑ Fire Prevention Structural Planning Division Permit Coordinator ❑ DETERMINATION _OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Incomplete ❑ Comments: DUE DATE: O6 O -O2 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED; Departments determined Incomplete: Bk19 ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED; TUES /THURS ROUTING: Please Route ❑ Structural Rev ew Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: ei OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DUE DATE: ,,.Q99Q2 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping 0 PW ❑ Staff Initials; Documents/routing stip.doc 2.281!2 1 1 CITY OF T ''KW /LA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 Project Number: Permit Number: R'1AI1 lid( ()NI\ /I,� At Miscellaneous Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Project Namei tenant: US Bank Description of work to be done (please be specific): Overlay existing insulated bur with 3/8" Fanfold Board mechanically attached covered with .045 1`PO Membrane mechanically attached with heat welded seams. Value of Construction: $ 28,000.00 Site Address : City State/Zip: 151 Andover Park East Tukwila, WA 98188 Tax Parcel Number: Property Owner: US Bank Corporate Real Estate Phone: 206 -i44 -4405 Street Address: P.O. Box 720, PD- WA -T13D City Stat98e/Zi Seattle, WA 11. Fax #: ( ) 206 -344 -5074 Contractor: Haight Roofing Company, Inc. Phone: G206 -x%84 -8414 Street Address: City State/Zip: 4910 -15th Avenue N.W. Seattle, WA 98107 Fax #: ( ) 206- 784 -1058 Architect: N/A Phone: ( ) Street Address: City State/Zip: Fax #: ( ) Engineer: N/A Phone: ( Street Address: City State/Zip: Fax #: ( Contact Person: Chuck Mahlum Phone: ( 206 -784 -8414 Street Address: 4910 -15th Avenue N.W., City State/Zip: Seattle, WA 98107 Fax #: ( ) _ 206 -784 -1058 MISCELLANEOUS PERMIT REVIEW AND APPROVAL RE • UESTED: (TO OE FILLED OUT IYAPPLICANO Description of work to be done (please be specific): Overlay existing insulated bur with 3/8" Fanfold Board mechanically attached covered with .045 1`PO Membrane mechanically attached with heat welded seams. Will there be storage of flammable/combustible hazardous material in the building? ❑ yes ❑ no Attach lilt of materials and 'tome location on ae agate 8 1 / ��er lndlcatin willies & Material Safet Data Sheets Above Ground flanks Antennas/Satellite Dishes Bulkhead/Docks Commercial Reroof ❑ Demolition ❑ Fence ❑ Manufactured Housln =Replacement only ❑ Parkin Lot �.❑ Retainin; Walls ❑ Tens ora Facilities DI Tree Cuttin, APPLICANT RE UEST FOR MISCELLANEOUS PUBLIC WORKS PERMITS 15 Channolliation/Stripin Curb cuVAccess/Sldewalk tJ Fire Loop/Hydrant (main to vault)N: Size('): ❑ Flood Control Zone ❑ Land Altering: 0 Cut cubic yards 0 Fill cubic yards sq. ft,grading/clearing ❑ Landscape Irrigation ❑ Sanitary Side Sewer 1: tJ Sewer Main Extension -5 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Muter /Exempt 1 SIze(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent 0 ❑ Water Meter Temp # SIzels): Est, quantity: gal ❑ Miscellaneous Moving Oversized Load/Hauling Schedule: MONTHLY SERVICE81 LLI NCS TO: Name: Phone; Address: City / State/Zip: 0 Water 0 Sewer 0 Metro 0 Standby WATER METER DEPOSiT/REFUND BILLING: 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. Date application accepted: 7-31-0X- 9/9/99 miscpnil.doc Date application expires: I�31�o3 Application taken by: (initials) All ,111.5( LLIANIOUS PLR APPLICA' IONS MUSI BL SUBMIT "'. ITI1 THE FOLLOWING; D ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN D �ND UTILITY PLANS ARE TO BE COMBINED D ARCHIfil AL BiAW CAEQUIRE STAMP BY WASHINGTON LICENSED ARCHITECT D STRUCTURAL CALCULATIONS AND DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED STRUCTURAL ENGINEER D CIVIUSITE PLAN DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED CIVIL ENGINEER (P.E.) Current copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is Issued, unless the homeowner will be the builder OR submit Form H-4, "Affidavit in Lieu of Contractor Registration ", Bul►ding:Owne /Authorlatd Arent If the appIIcant is other thin the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this rmit•aprplIcation and obtain the permit will be required as part of this submittal. I HERESY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY EY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. '/UILD/NG'OWN ..,4 ' _1 UT OR/ZED AGENT: M111\111 '\I'1'1I( , \TION AND RF(1lIIR1I) ( Ilf( KIISl' I()R Above Ground Tanks/Water Tanks - Supported directly upon grade exceeding 5,000 gallons and a ratio of height to diameter or width which exceeds 2:1 PFR\ IT REVIEW Submit checklist No: M -9 0 Antennas /Satellite Dishes Submit checklist No: M -1 O Bulkhead /Dock Submit checklist No: M -10 in Commercial Reroof Submit checklist No: M -6 to Demolition Submit checklist No: M -3 0 Fences - Over 6 feet in Height Submit checklist No: M -9 in Land Altering/Grading/Preloads Submit checklist No M -2 O Miscellaneous Public Works Permits Submit checklist No: H -9 rj Manufactured Housing (RED INSIGNIA ONLY) Submit checklist No: M -5 0 Moving Oversized Load/Hauling Submit checklist No: M -5 0 Parking Lots Submit checklist No: M•4 a Retaining Walk - Over 4 feet In height Submit checklist No: M -1 0 Temporary Facilities Submit checklist No: M -7 0 Tree Cutting Submit checklist No: M•2 Current copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is Issued, unless the homeowner will be the builder OR submit Form H-4, "Affidavit in Lieu of Contractor Registration ", Bul►ding:Owne /Authorlatd Arent If the appIIcant is other thin the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this rmit•aprplIcation and obtain the permit will be required as part of this submittal. I HERESY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY EY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. '/UILD/NG'OWN ..,4 ' _1 UT OR/ZED AGENT: Date: 7.5/.02.. Signature: �'J /,, Print name: Chuck E. Mah1um Phone: (206 -M4 -8414 Fax T' (206 -),84-81058 Address: P.O. Box 70150 city/state/zip: Seattle Washington 98107 9(9/99 matcpmtdoc City of Tukwila Department of Community Development / 6300 Southcenter BL., Suite 100/Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0223100038 Address: 151 ANDOVER PK ETUKW Suite No: Tenant: US BANK PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: MI02 -116 ISSUED 07/31/2002 09/03/2002 1: ' *'BUILDING DEPARTMENT * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: AD 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. 4: A statement from the roofing contractor verifying fire retardant class of roof will be required prior to final inspection (see attached procedure). 5: 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). 6: 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. 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 construction or the performance of work. Signature: Print Name: Date: '9'03'0 doc: Conditions M102.116 Printed: 09- 03.2002 1 "SINCE 1919" August 7, 2002 HA IGHT ROOFING COMPANY, INC. Mailing Address: P.O. Box 70150, Seattle, WA 98107 Area Code: (206) 7648414 INDUSTRIAL - COMMERCIAL - ROOFING and SHEET METAL WORK Fax: (206) 784.1058 INSULATING CONCRETE ROOFS DECKS REROO G- SPECIALISTS FILE COPY City of Tukwila Dept. of Community Developmet 6300 Southcentcr 13hvd.. Ste 100 Tukwila, WA 98188 AWN: Mr. Ken Nelson I unc r.-:rstz;nd that the Pin Check approval, subject to errors and omissions and appro'+ plans does not authorize the vi:;iation of any co adopted code or ordinance. Receipt of cone ttractor's copy of approved plans acknowledged. RE: Application No, M102 -1 6 Rap * Dear Ken: By .. !mot�► Date , ° Permit No, J. V Z M per our telephone rnmcrsatio TSf ': plrstllo`I trtettcrsrnsas"tirmMriruifienti • the proposed overlay ditto US Bank, located at 131 Andover Park Enst in Tukwila, IVED 'r 2002' uNnYN,1, The combined weight of the fanfold board and TPO membrane is wider one -half pound per square foot, which should eliminate any content for the existing structure to bear additional loads beyond design, • Tito existing roof deck is 'R' plywood and visual inspection indicates h to be structurally sound. • Drainage appears to be adequate. Inspections and minor leak repairs during the pant winter tveru performed and no major issues concerning standing venter were observed or reported, • The existing roof covering is securely mulched, The manufacturers recommended installation of meclwnically attaching the new single ply membrane through the existing roofing into the existing plywood deck using approved screw type [limners and pirates, will flintier guarantee this condition, • Visual inspection and test cuts during the bidding stage have shown the existing system to be dry, • Fire- relardant requirements will be maintained, Hopefhlly this will servo as sufficient explanation to issue the requested permit. If you have any further questions please contact in directly on my cell phone at 206. 920.1906, Thank- you for your help. we look forward to completing this project in the near future, Sincerely, Haight Roofing Company, Inc, cAll Of WA i•Pn13‘ 49 PA A2202 pa t— Members: Western States Roofing Contractors Association / National Roofing Contractors Association Washington State Contractors Registration Number HA•IG•HR- C269QK §0 Charles E. Mah$wn Project Manager INCOMPLETE LTR #�Y I3EcI V I) CITY OF TWO 4 AUG 0 7 2002 paRmrt. CFNTEf. M1o2-'-It� HAIGHT ROOFING -)1,,,,ANY, INC, 4910 15th Avenue NW P.0 70150 SEATTLE, WASHING—CN 9E107 (206) 784.8414 Wash, State Cont. LIc, No. 223.0141A.IG4IR.C269QK 411.0.1.11taltalliettitadtti114.111 5714 JoB-4,.&443/41k- TIT 1141)g.44 SHE( T 140 -L.21_4.4.. /fit. CALCULATED £3Y DATE CHECKED ST SCALE 4. CrlP 6#441) 33 • . • :it s a$ .., . t ....Taw* Mit t 34. • afl i...,. I 11** still ...l .. 1 ea. law, . a Ir. ........S. 1 • 014....a j i Om 1.11 it • m tr. lista. i t *44 • * - • i t 11, I at * 411*Attlitt*, 1 VI V * .• . i •1 141 %V •at• r ••• ir 4 p. ' 4 ' MI* • rt. 11•44,1t,tei•t*. ,f,.' 'n •11. 1,' 4 #44,0 oair 1 .1 1 .+711,11, Si . ‘x •Itx x I% • it At t. 11. 1 ••lt . • 4' s • t 1 **MINII1411111111116 • '. ' j See 1.3p berhit; *••••••••-le no* **Pa. AR,* •••••• tott 11•10•14.4.***Nrommr11.11114441.111411.144•00111141111141.1 101114•0•11014011*****Wte 1 taw r.41 u„. 1/1411,111111•71101./MNIVII, • • 0118811111•1014•10.01molal 4. VE, -TriAt) 8' 1,1.4os'vrio., • i• ' • I '1 ' • • --ike2IV14-) • CITY OF TUKWILA • , _ _ , JUL .3.1 2002 ;OEFit,41T CENTEII . .134sc P DOA), 4./.1.....0f4reoP., &tit/4-r 6.1 d4774e4.. • Aiteis *1..004,e, (AL,t- 114 4. "SINCE 1919" July 31, 2002 HAIGHT ROOFING COMPANY, INC. Mailing Address: P.O. Box 70150, Seattle, WA 98107 Area Code: (206) 784.8414 INDUSTRIAL - COMMERCIAL - ROOFING and SHEET METAL WORK Fax: (206) 784 -1058 INSULATING CONCRETE ROOFS DECKS REROOFING SPECIALISTS City of Tukwila Permit Center 6300 Southcenter Blvd,, Suite 100 Tukwila, WA 98188 CITY jOFrTUKWILA JUL 312002 PERMIT CENTER RE: Narrative of re -roof for the %JS Bank at 151 Andover Park East, Tukwila, Dear Examiner: The existing roof system for the above mentioned location is: VI" plywood covered with a fiberglass ply sheet set in roofing asphalt as a vapor retarder, Upon the vapor retarder a 3" Poly - ho insulation board is set in roofing asphalt, Two plies of fiberglass rooting felt set in rooting asphalt covers the insulation and n mineral surfaced cap sheet set in roofing asphalt completes the system, Others have patched numerous areas with various rooting products in attempted repairs, The system is in otherwise good condition and not currently leaking, Using GAF Rooting Products specification MA -1R, we will cover the existing system with 3/8" fanfold board using screws and plates to mechanically attach to the existing deck, We will then install GAF ,045 TPO membrane by mechanical attachment with screws and plates to the existing deck, with all seams heat welded to form a watertight seal. All sheet metal counter flashings will also be replaced, Sincerely, Haight Roofing Company, Inc. Charles E, Mahlum Project Manager Enclosures MY Of PRQYED TUYAILA AUG 12 2002 1YJ'i LU MO1• I16 Members: Western States Roofing Contractors Association / National Roofing Contractors Association Washington State Contractors Registration Number HA- IG- HR- C269QK "SINCE 1919" HAIGHT ROOFING COMPANY, INC. Mailing Address: P.O. Box 70150, Seattle, WA 98107 Area Code: (206) 7844414 INDUSTRIAL - COMMERCIAL - ROOFING and SHEET METAL WORK Fax: (206) 784 -1058 INSULATING CONCRETE ROOFS DECKS REROOFING SPECIALISTS July 31, 2002 US Bank -- Tukwila Main Branch TPO Membrane .045 — Overlay of existing roof Cfty {OF T MW,LA JUL 312002 PERMIT CENTErt TPO Membrane (Mechanically attached with heat welded seams) SCIVWS & Plates 3/8" Fanfold Insulation I-:xisting I31.JR 5" Poly -Iso Insulation Wt)()d Decking, CITY Of Tatfill.A APPROVED AUG 1 2 2002 NJIt:tu ,siioa. 1!f. } Product Data Sheet - EverGuard° Fasteners and Plates Product Description ' Benefit/Application EGHD Plates Standard barbed steel membrane plates EGIN Plates Masonry Anchors Lip Termination Bar Standard steel insulation plates Zinc alloy drrvo ar►chor for securing termination bar to masonry/ concrete suk +strr<tes Extrudotf aluniiiriin Termination bar is itn angled lip caulk receiver and lower log bulb stiffener • 2" diameter • Gaivalume coating • Special design for use with EG Polymer Screws • Polyethylene plastic version also available • Suitable for use with EGIN Screws, EGHD Screws, E4_ Spikes, and_ EG _poly_mer, Screws • 3" diameter • Galvalume coating • Special design for use with EG Polymer Screws • Polyethylene plastic version also available • Suitable use with EGIN Screws, EG 1i) Screws, Q Spikes, nd EG Polymer Screws • 1 -1/4 ", 1.1/2" lengths • .250" diameter • Stainless steel drive pin • Predrilling 1/4" hole required • Hamn,orsln application �z =a 1 banongth • 3/4" width • ,O9O" cross-section • Prepunched slotted holes at 6" oc or 8" roc CITY Of Tt,'t'WftA APPROVED AUG 1 2 2002 Es r i Shipping, Packaging and NiINdrlfiiii ,;it !KWH,A JUL 31 2002 f C;F''JtEV; LUX Sc+vwS EGHD Screws EGIN Screwb EGIN Spikes EG Polymer Screws Storage Note: Product sizes, dimensions, and widths are nominal valuos and are subject to normal manufacturing /packaginu tolerance and variation Quantity /Box WeIctht /Uox 1000 (2" to 51 s ?O - 66 lbs. 500 (7" to 16 ") ,,'t 40 lbs. 1000 (1 -1/4' to 4 ") 1`? -34 lbs. 500 (5" to 16 ") .j -- 36 lbs. 1000 (all lengths) 12 - 50 lbs. 500 (all lengths) 500 (2 -1/2" to 7 -1/21 250 (8" to 10 ") 12 - 65 lbs. 15 •- 34 lbs. 18 - 22 lbs. EGX Plates EGHD Plates EGIN Plates Masonry Anchors Up Termination Bar Quantity /Box Wei ctht /Box 1000 54 lbs. 1000 1000 1000 28 lbs. 48 25 lbs. 50 (fifty) 10' lengths 75 lbs. (per tube) �_. (per tube) Store in original boxes /tubes on pallets or shelving in a dry area M101- llb Product Data Sheet - EverDuard1),.1„ q:cEv DlfA Adhesives and Primers JUL 312002 PERMIT CENrf :r•; EverGuards single-ply roofing systems include a full Tine of EverGuaard /GAF0 adhesives. Note: EverGuard /GAF adhesives are specially formulated for use with specific EverGuard membranes, use the correct adhesive for the appllcatioi. The following EverGunrd /GAF adhesives are available: Product Description Benefit/Application EverGuard TP Bonding Adhesive ▪ •41•111111•11111. AWN. EvorOuard TPO Bonding Adhesive E• vorGuard H2O-- Bonding Adhesive GAF Roofing Asphalt Solvent-based rubborized adhesive for use with PVC- based mfirrrbraanes Sotvont•btasea rubberized adhesive for also with TI'O•basec it'ernbr ones Water -based rtftrbei ed adhesive for kith PVC - biased and TPO.baaied membranes Standard rooting asphalt (Or fleece-backed PVC - based membranes • Two - surface contact adhesive applied to both underside of membrane and substrate surface • Suitable for roofing and flashing membranes, including fleece - backed membrane • Compatible with isocyanurate and fiberboard insulations, and fiberglass-faced gypsum panels • Compatible with concrete, masonry, metal and wood flashing substrates • 1'wo =surface contact adhesive applied to both underside of membrane and substrate surface • Suitable for roofing and flashing inernbtttnos • Compatible with iuocyanurate and fiber board instriationi, and fiberglass faced gypsum panels • Compatible with concrete, masonry, natal and wood flashing substrates • TWo swriace contact adhesive applied to both underside _X of membrane and substrate surface • Suitable for roofing and flashing membranes • Ono.surtaaco adhesive for fleece - backed roofing rnenibraane applied directly to structural and cellular concrete docks • Compatible with isocyanurate and fiber board insulations, and fiberglass -faced gypsum panels • Compatible with concrete, masonry, metal and wood flashing substrates • Single- surface adhesive hot-applied to deck or insuisation substrate surfaces • Suitable for fleece - backed roofing men ibrano applied directly to structural and cellular concrete decks • Compatible with isocyanuraate, perlite and fiberboard insulations, and fiberglass -faced gypsum panels • Suitable for asohalt- fiberglass base and ply sheets • Meets ASTM D -212, Type Ili or Type IV Asphalt primer required prior to application of roofing asphalt • Seals and conditions surface of old smooth and mineral. surfaced built -up roofs, structural, cellular and gypsum concrete decks, and masonry wall surfaces GAF ti h8i: Standard solvent -based • t LA asphalt primer APPROVED AUG 1 2 2002 ASflIcU ,mIoa. II6 Product 1)4ta SIIrct .2 Product Data Sheet - BverGuard° Recover Boards ENE. C;117 ')E JUL 312002 of r.:tvil1 GENTr fl GAF0 f verGuar& single -ply roofing systems iodide a full lime of EverGuard rigid foam recover beards. EverGuard foam recover boards provide nn excelient moisture - resistant substrate surface for the installation of EverGuard membranes. The following EverGuard foam recover boards are available: Product Description Benefit/Application leo Recover Board XPS Fan-Fold Board XPS Recover Board EPS Recover Board lsocynnurate insulation - 16 psi compressive strength Extruded pcil)'styrtu►e insulation = 20 psi compressive strtqstl- Extruded polystyrene insulation • 25 psi compressive stren(rtl • Expanded polystyrene Insulation • 15 psi compressive strottgtl; • Highest R -value of all EverGuard recover boards • Compatible with bonding adhesives • Non-asphaltic heavy coated fibrous facets • Consistent high II-value for lire of roof cti lembly • Large 4' x 50' panels speed application • Polyethylene lacers 2. • Consistent high R -value for life of roof assembly • Closed-coil surface eliminates moisture adsorption • Higher 11-value than minoral /fiber recover board *PRAYED • Most economical foam recover board • White polyethylene facers upon rogucrut 4U0 12 2002 l h,04t: ) Thermal Resistance (11-Value) Information Thichmrsti ISO Rccovnr tUottrd XPS Fon Fold Board XPS Nucovr,r EPS {beaver Board Board 0.38" 0.50" 0,75" 1.0" 3,0 4,5 0,0 1,5 2.5 3,7 s .. �_-T 5.0 2,1 St >r.. - - 3 -.1., ter=-- - * 41 Shipping, Packaging and Handling Information ISO Recover Board XPS Fan -Fold Board XPS Recover Board EPS Recover Board Storage Note: Produ',t sizes, c:intensions, and widths are nominal values and are subject to normal manufacturinti /packaging tolerance and variation ASTM Standard Detitty Comp. Strength Board Size C -1283 Type 11 1.8 pcf nom, C -578 Type X 1.3 pcf min. _C -578 Type IV _ ' 1.6 pcf min. 16 psi nom. 15 psi min. 25 psi min. 4'x4',4'x8' 4'x50' 4' x 8' C -578 Type II 1.35 pcf min, 15 psi min. 4' x 4', 4' x 8' Store in orignal bundles, inside a dry area, or outside under breathable turpoline M g 0 'rodeo Data Slim 19 A 11 • CITY OF TU ;V U APPROVED AUG 1 2 2002 AS Product Data Sheet - EverGuard ®VPS Nv1 TPOSR - 45 Membrane Physical Properties ASTM T©st Method 1 ASTM Draft Standard EverGuard Test Data Proposed Minimum 1. Certain data is provided ,n MD (rna:Thine directbo) x CMD (cross machine direction) format. 2. Data is based upon t pica) product performance. and is subject to normal manufacturing tolerance and variance Nominal Thickness Weight Breaking Strength Seam Strength Elongation at Break Heat Aging ASTM D -751 N/A 4.045." Not Established ASTM 0-751 Grab Method 245 lb sf /in._ -- ASTM D =638 Not Established ASTM D =751 20"/ ° ... .�. - ASTM D =3045 Tear Strength Puncture Resistance Cold Brittleness Permeance Dimensional Change Water Absorption .tlydr0s1t1tIC ii_Qaistt1f1C0_ Ozone Resistance Ye�, Accelerated Weathering ASTM D.751 t3 ' x 8' Sant�le FTM 1013 MetEoc12U31� ASTM 0213� ff��_ ASTM E•93 ASTM D =120.4 1212'f, 1 hr, ASTM D 471 5 t 58i F', 1 wook ASTM D. 751 htitth�x1 60.1149 0 L s ASTM = m < ASTM G,53 UV-B. 8 tir, ✓'G°C condensate, .1 sir. ,.3) 50'C 5000 hrs. expolurr 4.e .%sgat. 288 Ibri. x 269 lbs. - - -.. >9594, (membrane failure) 3O% x 28/0 90% Retention of Breaking :.95% Strength and Elongation (no significant cnanger at Brook 57 Ibf Not Established sox sag assasac arms - Not Established Not Established Not Established_ Not Established T y Not Established�� -� Not Established� No visible deterioration 7 x magnification 80 Italt. x 100 lbs: 305 lb!). -40'F 0,010 Perms 0.3% 450 pt No vitkole deteriorut oil x inasnificat±on �_” At No vttt ble deterioration x magnification Shipping, Packaging and Handling Information JUL 31 2002 PEI C:I:NIFIt Holl Size Packaging Storage Installation Tips li• Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation Product ;Full 11911 Size Full Roll Weight Half Roll Size Half Roll Weight TPOSR-45 10' < 10C1' 265 lbs, 5' x 100` '33 lbs. (1,000 sc,ft.) (500 sq.ft.) Note: Membrane rolls shipped horizontally on pallets, Stacked pyramid -style and banded Product ,Full R9II0 , Per Q�tIQt Full Roll Pallet Weight Half Rolls Per Pallet TPOSR -45 10 2650 Ibs. 10 Store rolls on their sides on pallets or shelving in a dry area Membrane rolls are heavy, and are best positioned and installeo by at least two men Half Roll Pallet Weight 1330 lbs. M102- 114 1 t 1 GITY OF TUYALA APPROVED AUG 1 2 2002 Product Data Sheet gm EverGuard® 1' 1ly Fasteners and Plates -°� GAP' EverGuardo single -ply rooting systems include a full line of EverGuard fasteners and plates, EverGuard fasteners and plates are required for WO with fverGuard roofing systems, All screws, anchors and j11ati'meet the corrosion resistance requirements of FM 4470. ' ; { `'} r! lt<NvILA. The following Everauard fasteners and plates are available: JUL 31 2002 Product Descriptiop . ; Benefit/Applicntion EQX Screws EGHD Screws — EGIN Screws Spikes EG Polymer Screws' - EGX Plates Extra heatry dirty membrane scrrms for steel neck:, • 2" =16'' lengths • .275" thread diameter • N3 Phillips head • CFI-10 coating • Required for certain FM -rated assotnblias _ _ _� • Sp girai thread and point deli nee shat ifigally for IttpsIdpcks • 1.1/4" = 16" lengths • ,245" thread diameter • 03 Phillips head • C13-10 coating • Suitable for steel and concrete decica • Also suitable for securing termination by to wood, steel and concrete/masonry surfaces • Predrilling 3/16" hole required for concrete /masonry _gppieatl!is m� ,n�.- ,.,,_,u,_e. • 1.5/8'' _ 8" lurti)ths • :215" thread diameter • rt3 Phillips hoot • CR -10 coating • Most economical Insulation enurement • Prenssembled screws and plates also rl stilabl9 , = �R • 2" - 12" lengths _ • ,250" shank diameter • Fiat top pun head • CR -10 coating • Predri ling 7/32" hole required • Split -bulb design exerts pressure on wells of hole • Hammer-In application _ _ _� _4� • 2.1/2' ° 10" lengths • ,750" thread diameter • 1/4" he drive • Double internal hex drive • Locking wire barbs for back -out resistance for membrane securement • Glass - filled nylon • Heavy duty mnrtbr1ine screws for wood decks Standard dirty insthation screws for stesi trot/ wi od necks %Vail =tyyEae rnsmbrwnerinsulation fasteners for concrete Auger -type ,r mQmbraneiins4Jlation fasteners for wyoo� fiber deckst vus Extra heavy duty barbed steel mernbranci plates • 2.3/8" diameter • Galvalume coating • Required for use with EGX Screws, EGHD Screws and EG Spikes for certain FM -rated assemblies M102-116 Product r),itu Sheet 21 LICENSE DETAIL INFORMATION Form Cif Page 1 of 1 EMIIIINGTON R AND INDUSTRIES Steven M. Mullet, Mayor Depardhatlib' AIM,/ ipikOMPAW1!!' Steve Lancaster, Director RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: LICENSE DETAIL INFORMATION Current Filter: None Registration,/ or License HAIGHRC2890K Name HAIGHT ROOFING COMPANY INC Address PO BOX 70150 Address City SEATTLE State WA Zip 98107 Phone Number 4264836600 Effective Date 11/12/1974 Expiration Date 6/2/2004 Registration Status ACTIVE Type CONSTRUCTION CONTRACTOR Entity CORPORATION Specialty Code GENERAL Other Specialties UBI Number 600142387 * * * ifkA QRQ .REFE. gNCE_FILE_EORT IIS_LICENSE* *__`_ * * *VIEW_PRINCIPALOWNER(S)_FO1 TNIS_LIGERBE* * * * * *VIEW CONTRACTOR BOND /SAVINGS INFORMATION * * * * * *CHEQ .I.N_QU_IRYEQ_R SUMMONS AND COMPLAINTS* * * * * * VIEW CONTRACTOR INSURANCE INFORMATION * * * New inquiry by CITY, NAME, PRINCIPAL OWNER NAME, NUMBER, UR1 NUMBER or return to the L &I Construction Compliance Home Page httl+e. / /tirutz? .ira ��t/Ini/b iiriTP1Fnrm trgOlicAnse -H a ir;i-iRrUCIQi' 0g/1?1P002 6300 Southcenter Bou evard, Suite #100 • Tukwila, Washington 98188 • Pone: 206- 431 -3670 • Fax: 206 - 431 -3665 PLAN REVIEW /ROUTING SUP ACTIVITY NUMBER: MI02 -116 PROJECT NAME: U.S. BANK SITE ADDRESS: 151 ANDOVER PARK. EAST oOriginal Plan Submittal DATE :. 08-07-02 XResponse to incomplete Letter # Response to Correction Letter # # _ After Permit Is Issued DEPARTMENTS: � Bull i Ivis'ion L � Public Works ❑ Fire Prevention ❑ Planning Division Structural ❑ Permit Coordinator t`;le DEIERMINAILONIDLCO ►, MUMS: ESS: (Tues., Thurs.) Complete I' Incomplete ❑ Comments: DUE DATE : 0'08 -02 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined Incomplete: Bldg ❑ LETTER OF COMPLETENESS MAILED :. Fire ❑ Ping ❑ PW ❑ Staff Initials:______, TUES/THURS ROUTINGS Please Route ES3/ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: , DATE:.____ AEP- O LUMERECTIONS: Approved ❑ Approved with Conditions Notation DUE DATE: Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE:. Permit Center Use Only CORRECTION LETTER MAILED: . . Departments issued corrections: bldg ❑ Are Ping ❑ PW Staff initials: Oocumenls/routin$ slip.doc 2.28 -02 1 City of Tukwila Department of Community Development Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 RECEIVED AUG 0 7 2002 - COMMUNrrY Revision submittals must be submitted In person at the permit Center. Revisions will not be accepted through the nail, fax, de. Date: �t, ,Us ' �%_�O6 L- Plan Check/Permit Number: M102-116 ® Response to incomplete Letter 11 _I__ ❑ Response to Correction Letter 11 ❑ Revision 11 aver Permit is issued Project Name: U. S. BANK Project Address: 151 ANDOVER PARK EST Contact Person: Chuck Mahlum Phone Number Summary of Revision: 2002 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ZeS A1ntered in Sierra on ate 'Z._, 08/01/02 "SINCE 1919" August 7, 2002 HAIGHT ROOFING COMPANY, INC. Mailing Address: P.O. Box 70150, Seattle, WA 98107 Area Code: (206) 784-8414 INDUSTRIAL - COMMERCIAL - ROOFING and SHEET METAL WORK Fax: (206) 784 -1058 INSULATING CONCRETE ROOFS DECKS REROOFING SPECIALISTS City of Tukwila Dept. of Community Development 6300 Southccntcr Blvd„ Ste 100 Tukwila, WA 98188 ATTN: Mr. Ken Nelson RE: Application No, 14102-116 Dear Ken: RECEIVED 'AUG 07 2002 - COMMUNITY DEVELOPMENT As per our telephone conversation yesterday, please let this letter serve as final clarification to the proposed overlay of the US Mink, located at 131 Andover Park East in Tukwila, • The combined weight of the fanfold board and TPO membrane is under one-half pound per square foot. which should elitnhutte any concern for the existing stntcture to bear additional loads beyond design. • The existing roof deck is ,/4" plywood and vistuil inspection indicates it to be stnictuntlty sound, • Dmitmgo appears to be adegnmto. Inspections and minor leak repairs during the lxtsl %sinter %%ere performed and no nutjor issues concerning standing water were observed or reported. • The existing roof covering is securely attached. The numufitcturers recommended installation of mechanically attaching the new single ply membrane through the existing roofing into the existing plywood deck using approved screw type I7tsteners and plates, will Wilier guarantee this condition. • Visual inspection and test cuts during the bidding singe have shown the existing system to be day, • Fire- retardant requirements will be maintained. Hopefltlly this will serve as sufficient explanation to issue the requested permit. If you Imo any flirter questions please contact me directly on my cell phone at 206. 920.1906. Thank- you for your help, we look forward to completing this project in the near future. Sincerely, Haight Roofing Company, Inc. Charles E. Whim Project Manager RECEIVED CITY OF TUKWiH $ AUG 0 7 2002 PERMIT CENTEF Members: Western States Roofing Contractors Association / National Roofing Contractors Association Washington State Contractors Registration Number HA- IG- HR- C269QK ig August 1, 2002 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Mr, Chuck Malt lum 4910 — 15111 Avenue N.W. Seattle, WA 98107 IRE: Letter of Incomplete Application 111 Development Permit Application Number MI02 -116 U.S. Dank -151 Andover Parktast Dear Chuck: This letter is to inform you that your application received at the City of Tukwila Permit Center on July 31, 2002, is determined to be incomplete. Before your application can begin the plan review process the following items treed to be addressed: oil in Deriarfrnent: Ken Nelson, at (206) 431-3670, if you have questions concerning the following: Application must address the six items noted under "EXCEPTION" on checklist M -6 (attached) Please address the above continents in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) corn nleta scar of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittnl n `Revision Submittal Sheet' must accompany every resubmittal, I have enclosed one for your convenience. Revisions must he made In person and will not be accepted through the mall or by is messenger serrlce. If you have any questions, please contact me at the Permit Center at (206) 433-7165, Sincerely, ► jaelie_ceet., Stefania Spencer Permit Technician encl File: Permit File No, M102.116 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone; 206.431.3670 • Fax: 206.431 -3665 ri PLAN REVIEW /ROUTING SUP ACTIVITY NUMBER: MI02 -116. PROJECT NAME: US. Bank SITE ADDRESS: 51 Andover_ Park last_ .__._ _ „Original Plan Submittal _Response to Incomplete Letter #e____ _Response to Correction Letter # .Revision # After Permit k Issued DATE: 07-31-02 A�l_A Build ng r'vision Public Works ❑ ilff 6pl•�,. Fire Pr�et ventin 0 Structural Planning Division ❑ Permit Coordinator XL DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Comments: Incomplete DUE DATE: 11) � "UZ Not Applicable ❑ w Permit Center Use Only INCOMPLETE LETTER MAILED: 8-/-02 LETTER OF COMPLETENESS MAILED: Departments determined Incomplete: tildRigr Fire 0 Ping ❑ PW ❑ Staff Initials:_,_ 's TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: 1?„I9VVAL,S OR COI( Eglatslit Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DUE DATE :.._- Q�e_... Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION UTTER MAILED; Departments issued corrections: Bldg ❑ Fire ❑ Ping 0 PW ❑ Staff Initials: Qocumentshouting slip.doc 2.28.02 City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 0223100038 Permit Number: M102 -116 Address: 151 ANDOVER PK E TUKW Status: PENDING Suite No: Applied Date: 07/31/2002 Applicant: US BANK Issue Date: Receipt No.: R020001078 Payment Amount: 700.06 Initials: KAS Payment Date: 07/31/2002 03:55 PM User ID: 1684 Balance: $0.00 Payee: HAIGHT ROOFING CO. TRANSACTION LIST: Amount Typo Method Description Payment Chock 21964 700.06 ACCOUNT ITEM LIST: Description Current Pinta Account Code BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000/322.100 000/345. 830 000/386.904 421.55 274.01 4.50 Total: 700.06 =-.))37 00/01 '116 TOTAL 700.06 doc: Receipt Printed: 07- 31.2002