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HomeMy WebLinkAboutPermit D03-013 - GENERAL TOOL AND SUPPLY COMPANY - STORAGE RACKSD03 -013 GENERAL TOOL & SUPPLY CO. 355 Treck Dr. Public Works Activities: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0223400042 Address: 355 TRECK DR TUKW Suite No: Tenant: Name: GENERAL TOOL & SUPPLY CO Address: 355 TRECK DR, TUKWILA WA Owner: Name: 355 ASSOCIATES LLC Phone: Address: 200 S BROAD ST 6TH FL, PHILADELPHIA PA Contact Person: Name: GEORGE STONECLIFFE Phone: 503 -226 -3411 Address: 2705 NW NICOLAI ST, PORTLAND OR Contractor: Name: OWNER AFFIDAVIT IN FILE Phone: Address: , Contractor License No: Expiration Date: DESCRIPTION OF WORK: INSTALLATION OF PALLET RACKING IN WAREHOUSE DEVELOPMENT PERMIT Value of Construction: $0.00 Fees Collected: $103.67 Type of Fire Protection: SPRINKLER/AFA Uniform Building Code Edition: 1997 Type of Construction: RACKS Occupancy per UBC: 0025 Curb Cut/Access /Sidewalk/CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N Water Meter: Channelization / Striping: ** Continued Next Page ** D03 -013 Permit Number: D03 -013 Issue Date: 01/28/2003 Permit Expires On: 07/27/2003 Printed: 01 -28 -2003 �ti : w:.: �L�' L: i:/ w'✓ .tJ;1S:i:'AU:;a:n + ,+y.W4•70;.• ..V� Este .rt:,',..hv�:.+.'�s.. .L.•d.,:ai.n- ew.;.Wc City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: Date: / I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of �. I am aWthorized to sign and obtain this development permit. Date: / — •_3 Signature: Print Name: doc: Devperm W t //! 141- 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. D03 -013 Printed: 01 -28 -2003 :kt, lu:u'u... , ' , I'4iw. ic... .,. ,_.y w ........... . ,a,.�...,�...a,�..sw.:.. • City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0223400042 Address: 355 TRECK DR TUKW Suite No: Tenant: GENERAL TOOL & SUPPLY CO PERMIT CONDITIONS 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: 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. 4: 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). 5: 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. 6: ** *FIRE DEPARTMENT CONDITIONS * ** 7: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 8: The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher should be of the "all purpose" (2A, 10B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (NFPA 10, 3 -1.1) 9: 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. 10: Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 106.3) (UFC Standard 10 -1) 11: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 12: * * * EXITS * * * - UFC Article 12 13: No point in a sprinklered building may be more than 250 feet from an exit, measured along the path of travel. (UBC 1004.2.5.2.2) 14: Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) 15: Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) 16: * ** SPRINKLER SYSTEMS * ** - UFC ARTICLE 10 -NFPA 13 17: Maintian sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. 18: Refrain from blocking sprinkler coverage with shelving. NFPA standard #13 states that any shelving or decks in excess of 4 feet in width will require installation of sprinklers thereunder. 19: Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13- 4- 5.5.3.1) 20: Hose racks must remain unobstructed to allow the rack to swing freely. (UFC 1001.7.3) 21: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recorgnized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance doc: Conditions D03 -013 Permit Number: D03-01 3 Status: ISSUED Applied Date: 01/15/2003 Issue Date: 01/28/2003 Printed: 01 -28 -2003 #1901) 22: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 23: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1900 and #1901) 24: ** *FIRE ALARM SYSTEMS * ** - City Ordinance #1646 - NFPA 72 25: Maintain fire alarm system audible/visual notification. Addition /relocation of walls or partitions may require relocation and /or addition of audible/visual notification devices. 26: All new fire alarm systems or modifications to existing systems shall have the written approval of the Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1900) (UFC 1001.3) 27: Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #1900) 28: ** *STORAGE PRACTICES * ** - UFC Article 81 @ 11 29: The critical storage height for high -piled combustible stock in closely packed piles is 12 feet. (UFC 9.110) Storage above 12 feet may necessitate increasing the sprinkler density to extra hazard and adding smoke removal capabilities. (UFC 8101) (NFPA 231) 30: To use any building or portion thereof exceeding 500 square feet for the storage of high -piled combustible stock. A floor plan showing the dimensions and location of the stockpiles and aisles shall be submitted with applications for such permits. (UFC 8101) 31: Nominal 6" transverse flue spaces between loads and at rack uprights shall be maintained in single row, double row and multiple row racks. Random variations in the width of flue spaces or in their vertical alignment shall be permitted. (NFPA 231c 4 -3.1) 32: High -piled combustible storage is combustible materials in closely packed piles more than 12 feet in height or combustible materials on pallets or in racks more than 12 feet in height. For certain special- hazard commodities such as rubber tires, plastics, some flammable liquids, idle pallets, etc., the critical pile height may be as low as 6 feet. (UFC article 2, sec. 209 -H) 33: Maintain minimum 6" longitudinal flue space between back to back racks. (NFPA 13) 34: Where storage height exceeds 15 feet and ceiling sprinklers only are installed, fire protection by one of the following methods is required for steel building columns located within racks: (a) one -hour fire proofing, (b) sidewall sprinklers at the 15 foot elevation of the column, (c) ceiling sprinkler density minimums as determined by the Tukwila Fire Prevention Bureau. (NFPA 13) 35: Depending on the classification of the commodity being stored and the size of the storage area, smoke vents, small hose stations and curtain boards may be required by Table 81 -A of the Uniform Fire Code. Contact the Tukwila Fire Prevention Bureau for further information. 36: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 37: 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 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: 01X .: Print Name: doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 D03 -013 1.: Date: f — Pa 8 tte4 Printed: 01 -28 -2003 Project Name /Tenant: 6. t t j cc NIL ` / -iL 'Trot._ --�-- L,t;'p Value of Construction: X t: V / &»i ' Site Address (include suite number) City State /Zip: .35 � 7r,' ` c: K D;:.. .TL ( _. t,.: )Lr t 2' :.) C , 1 . ., Tax Parcel Number: ',) r j 1 G `' C Ll Property Owner: 35 A S 5 t? G- 1 S 1 -- t-- G Phone: If yes, extent of change: (Attach additional sheet if necessary) Street Address: - roc I3EL►-t VNEi /�+ City State /Zip: rA CG S• a1jr)A si t' fl.c PI;ILr�i)r;t,p11�9 P/4 1 ?a- Fax #: Will there be storage of flammable/combustible hazardous material in the building? 1 yes ❑ no Attach list of materials and stora:e location on se•arate 8 1/2 X 11 •a•er indicatin• •uantities & Material Safet Data Sheets Contractor: 44 Phone: Street Address: City State /Zip: Fax #: Architect: AVA Phone: Street Address: City State /Zip: Fax #: Engineer: Phone: Street Address: City State /Zip: Fax #: Contact Person: C _ Of S T vltJl Li- I I=FE Phone: :5 ...4..--3 Street Address: 7 ©� /1)1-1) I L° LA i Sr f)` pity State /Zip: i �;1 ), >7 1 c Fax #: 51 ' 3 177s .- 5s S Description of work to be done (please be specific): &- RLGi7,t.'6,:- pn mtrr 124(-!cide, Ir,1 i..0 as tic i C Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family e; ❑ Church ❑ Manufacturing ❑ Motel /Hotel ■ ❑ School /College/University ❑ Other Warehouse ❑Hospital Office Warehouse use: 27 Retail ❑ Restaurant ❑ Multi- family , ice Warehouse ❑ Hospital Sr ❑ Church ❑ Manufacturing ❑ Motel /Hotel k ∎1 Office ❑ School /College /University ❑ Other Building Square Feet: j I } 3a] existing No. of Stories: r^1 'rl r-.6 Area of construction (sq ft): Will there be a change of use? ❑ yes a no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? yes ❑ no Existing fire protection features: 3 sprinklers .automatic fire alarm ❑ none ❑ other (specify) Will there be storage of flammable/combustible hazardous material in the building? 1 yes ❑ no Attach list of materials and stora:e location on se•arate 8 1/2 X 11 •a•er indicatin• •uantities & Material Safet Data Sheets 11/30/00 cpenorr.doc CITY OF T UKWI LA Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 (206) 431 -3670 t Project Number: Permit Number: 0 0 3 Commercial / Multi - Family Tenant Improvement / Alteration 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. APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Flood Control Zone ❑ Hauling ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt It: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous 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: �- S EE - 0 3 Date application expires: 3 ) Application taken by: (initials) PLEASE SIGN 'BACK OF APPLICATION FORM BUILDING OWNER OR AUTHORIZED AGENT: Signature: /t2� / 0 Y W . / , Date: i//5/03 Print name: I►jei(z TU'vL�1-S'11P, ",.-Y / i 1 �" S�v,Jv_LAtop 5,03/14, .3411 Fax #: , 2 ' 7 7P ' 5 .... s — a Address i , X270 5. n9 td A) I C.0 LA i s; , ev;2 ; a2 7.� D City /State /Zip ,� pore. f1�tio v..�.. C I 7.1. II) APPLICATI . MUST BE SUBMITTED WITH TH P [LOWING: ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER' OR CIVIL ENGINEER D ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four-(4) sets of working drawings (five(5) sets for structural work), which include : 11/30/00 cipenai:.doc ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing/grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20 or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. Vicinity Map showing location of site Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. Indicate proposed construction of tenant space or addition and walls being demolished Construction details Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. SEPA Checklist - if intensification of use (check with Planning Department for thresholds). Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 999 Third Avenue, Suite 700, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H - 4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than 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 permit application and obtain the permit will be required as part of this submittal I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE IAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. Payee: TRANSACTION LIST: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 z RECEIPT ti w cc 2 JU Parcel No.: 0223400042 Permit Number: D03 -013 U o Address: 355 TRECK DR TUKW Status: PENDING N w Suite No: Applied Date: 01/15/2003 _1 I._ Applicant: GENERAL TOOL & SUPPLY CO Issue Date: Q u- w Receipt No.: R03 -00047 Payment Amount: 103.67 uu... Q N P Initials: KAS Payment Date: 01/15/2003 03:46 PM F „- w User ID: 1684 Balance: $0.00 Z H I— 0 Z I— 0 0— 0H W ! Type Method Description Amount I0 F- Payment Check 10119458 103.67 LI Z 111 0 H O GENERAL TOOL & SUPPLY BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE Account Code Current Pmts 000/322.100 000/345.830 000/386.904 60.10 39.07 4.50 Total: 103.67 4477 0i/16 971.6 TOTAL 103.67 Printed: 01 -15 -2003 z ACTIVITY NUMBER: D03 -013 DATE: 01 -15 -03 PROJECT NAME: General Tool & Supply Co -- RAdtiA SITE ADDRESS: 355 Treck Dr Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: 1W6' 1- Building Division Public Works Complete Documents/routing slip.doc 2 -28-02 0 n TUES/THURS ROUTING: Please Route Structural Review Required APPROVALS OR CORRECTIONS: PLAN REVIEW /ROUTING SLIP 5(o AtiOC I-ri 0 Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: n Permit Coordinator DUE DATE: 01-16-03 Not Applicable n No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 2-13-03 Approved n Approved with Conditions Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DA TE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Planning Division ACTIVITY NUMBER: D03 -013 DATE: 01 -15 -03 PROJECT NAME: General Tool & Supply Co - SITE ADDRESS: 355 Treck Dr )� Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route n Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: Documents/routing slip.doc 2.28.02 a:= PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete U Approved with Conditions REVIEWER'S INITIALS: 1 Vol ❑ Permit Coordinator n Planning Division DUE DATE: 01-16 -03 Not Applicable n No further Review Required DUE DATE: 2-13-03 n Not Approved (attach comments) n DA TE: / 7/ C'CP3 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Original Plan Submittal DEPARTMENTS: Building Division Public Works Complete PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -013 DATE: 01 -15 -03 PROJECT NAME: General Tool & Supply Co — ka.cfG4-d SITE ADDRESS: 355 Treck Dr Response to Correction Letter # Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route ❑ Structural Revi w Required n No further Review Required REVIEWER'S INITIALS: (2‘.. DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: f REVIEWER'S INITIALS: Documents/routing slip,doc 2-28-02 n n Response to Incomplete Letter # Revision # After Permit Is Issued Planning Division Permit Coordinator DUE DATE: 01-16-03 Not Applicable n DUE DATE: 2-13-03 Not Approved (attach comments) ❑ DATE: \ H bl b3 C Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW p Staff Initials: e.:3s�i12 Pr ' rL41, a " 6.-a— -- Wit;;: z y - - - -•,:::::.' . h' . - Type of Inspe �.- ' -z /� e"" . Addre � L 7r _ Date called: / Y Special instr ions: ,/) 3 55 .� �� � Date want :. . 'r . a. . R equester: Phone: Aliproved per applicable codes. Corrections required prior to approval. CO ENTS: 1..-f t // :his ° x ), �1 • INSPECTION NO. .. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 L213-0A PERMIT NO. (206)431 -36 0 tz Date: ,/ El $47�>EINSPECTION E ' EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., uite 100. Call to schedule reinspection. Receipt No: Date: P ,sect: / r P// OW/ r/ T l • > ( '� � ply Typ f in ection• // T /2 7L / (7cl� //7�' / Address. 35..5 / hCeK Dr Date Called: 2 - /y 03 Special Instructions: xil Yz�--,5 Date Want : /5 ,..... r — (r)..6;‘. Requester:` // Phone o• 7 — INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 670 Approved per applicable codes. 14 Corrections required prior to approval. COMMENTS: / - tom e- • fc c�cJ / # r d ei4e.1-- A/2 .51 s .00 REINSPECTION FE REQUI aid at 6300 Southcenter BI d., Suit Receipt No.: Date: D. Prior to inspection, fee must be 100. Call to schedule reinspection. Date: . :1. ,s V ^ J �� t, t"� 1n : F�i'�t�j : Fw�iS T. ^4.. A ,,tj. �., ai - •;;r nf'.v�t Y i ' C r' f.ir". �' % , — "T •� ,, � s 5 ��� " .+5.�^. 7 ?.~'F �' �� ���ti Jsi`.i',r" t a . ' �' : `�' jl`�, +• 'i AC`S 7tc City of Tukwila Fire Department •Retain current inspection..schedule.. 1 Needs shift inspection TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Approved without correction notice Approved with correction notice issued kr Sprinklers: Fire Alarm: 'r Hood & Duct: Halon: Monitor: ) ,01,ve 43 l/4.4.et Pre-Fire: �� F� T� e Permits: , l Authorized Signature rl FINALAPP.FRM Rev. 2/19/98 L Date Steven M. Mullet, Mayor Thomas P Keefe, Fire Chief Permit No. 0 — a/ Project Name LS t ".-f r' - Cf I 130 t i ) ,..)4 +:1 Co Address SS t) Suite # - 03 T.F.D. Form F.P. 85 SIB Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 • e< :� ..:c:u. :mom .w, w u ,,_. a. .s: :. COMMENTS: J i . 1 VV:01 \ Of atIM.ki I ir eY t.A.ir Address: 355 .- t. 2--) .--- oci A It m'ci ,slyi 5 so .sc , hc.Lps vv,1 r■ t INItA4n Date nted;__ , .....„ .-- 3 ) Yin ■./ Ast r., 1 00 \A -Vor Vett crA i IA ‘ 0 .- c --- • Project: i vg3,4cT iotcs Typ91 ns_pection_:, e e - 7N Address: 355 .- t. Date Called: / — 3 , -- Q - 4 Special Instructions: Date nted;__ , .....„ .-- —.3 . . Requester i, --- i t LI Approved per applicable codes. Inspectof. , • INSPECTION RECORD. Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 ' Corrections required prior to approval. Date: 2 3 _ fl $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 'C'- BY G. OHANIAN DATE 1-13-03 SUBJECT. STRUCTURAL CALCULATIONS OF STORAGE RACKS FOR: GENERAL TOOL 355 TRECK DRIVE TUKWILA, WA. PER UBC 1997 EDITION STORAGE RACKS CAPACITY: 4000 # / LEVEL CALCS. 1 THRU 4 DRAWINGS: RD -7507 SH. 1 RACK DESIGN & ENGINEERING CO. 3786 LA CRESCENTA AVE., ,QUITE 204 GLENDALE, CA. 91208 TEL:(818)957 -2980 FAX :(818)957 -8603 FILE COPY ' •:nderstand that the Plan Check approvals are 3 1Or r 4 ' ?.I - r EXPIRES 12 - - SHEET NO, 1 JOB NO. RD-7507 CITY OF TUIOVIO APPROVED JAN 2 1 2003 AS 14O CED �OhJ RECEIVED CITY OF TUKWILA JAN 1 5 2003 PERMIT CENTER D03o'3 ao BY. G. OHANIAN DATE 1 -13 -03 SUBJECT. N O1 96" FRONT VIEW SEISMIC DESIGN V= 2.5xCaxI x W Rx 1 .4 WORKING STRESS 1 =1 R =5.6 R =4.4 Ca =.36 W= D.L. +L.L. /2 LOAD PER COLUMN P= 4x4 K = 8^ 2 COL. W =.1 + 2 L.L. 4.1 D.L. V _ 2.5x.36x4.1 LONGIT. 5.6x1.4 V — 2.5x.36x4.1 TRANS. 4.4x1.4 = .47 _ .60 RACK DESIGN & ENGINEERING CO. 3786 LA dRE,OdENTA AVE., QUITE 204 GLENDALE, dA. 91208 TEL:(818)957 -2980 FAX:(818)957 -8603 UBC 1997 SEC. 2222 LONGIT. DIR. (MOM. CONN.) TRANSV. DIR. (BRACED) SIDE VIEW LONGIT. SEISMIC BEAM 4000 # / LEVEL + 25% IMPACT LOAD 2200 # / BEAM • N 13/4 " 4 . . n ( t= 0.07" 2 3/4" M= 96 "x2.2 K — 26 8 K S R— 36 = .88 <1.32 A — 5xWxL = .25" < 96 384x1 xE 180 .4 7 K SHEET NO. 2 JOB NO. RD -7507 I =3.15 S =1.32 F Y= 50 KSI. 2 - .53" BY. G. OHANIAN DATE 1 -13 -03 SUBJECT COLUMN ANALYSIS COMBINED STRESS RATIO P + M = 5.2 + 7 P M 20 13 BASE PLATE "K K „ • ANCH. TENSION = 2 — (2 6 7 x3) = 0 ANCHOR SHEAR = . = .16 K MOMENT AT BEAM CONNECTION M = 7+6 =6.5 "K USE 2 PIN CONNECTOR ALL LEVELS TYP. RACK DESIGN Sc ENGINEERING CO. 3786 LA dRE8dENTA AVE., OUITE 204 cLENDALE, dA. 91208 TEL:(818)957 -2980 FAX:(818)957 -8603 = .79<1.33 IS_ I = 48 — 44 F Y= 50 KSI rx 1 A =.53 KI - 42 S =.45 ry .62 —68 (2) -1/2 "0 WEDGE TYPE ANCHORS ICBO #4627, OR #1372. (NO INSPECTION REQ'D) DESIGNED FOR 1/2 STRESS r =1.1 " r =.62 Max =Sx •Fb = 13 RACK COLUMNS DESIGNED SUCH THAT IF THE FRONT COL. IS DAMAGED THE REAR COL. HAS EXTRA CAPACITY TO SUPPORT THE FULL LOAD OF THAT BAY, (SEC. 2222 -5) "K 2 ( K I E Fe = = 62 2 r x ) Fn =Fy(1— FY 1= 42 4Fe P =F xA= 40 = P n K P° 1.92 = 2 0 5.2 K "K 2 1 01 IQ 01 a. iQ Q 7/16 "0 RIVET A = .095 Fy = 79 KSI Va = .095x79x.4 = 3.0 K TYP SHEET NO. 3 JOB NO RD -7505 7/16 "0 RIVET ASTM A354 -79 2 PIN CONNECTOR 7 3/4 "x5 ° x3/8 ° BASE PLATE TH'K= 3/16" K Ma CoNN = 3.0 K x4 "x 1.33 = 16 BY. G. OHANIAN DATE 1 -13 -03 SUBJECT. TRANSVERSE SEISMIC (OVERTURNING) M = .6O K x2 x 146 "x.5x 1.15 = 100 K MOT = . 15 K x2 x146"= 44 COL. — COL. MR = 1.1 K x42 "= 46" MR = 4.1 x42" = 172 " NO UPLIFT LOAD TO DIAGONAL P= .60x2 x 5 = 1 6 K COL. 42 F =50 KSI A =.31 r =.48 Q =.74 L= 56" CHECK WELDS CHECK SLAB 8000 RACK DESIGN & ENGINEERING CO. 3786 LA dREEdENTA AVE., SUITE 204 4LENDALE, dA. 91208 TEL:(818)957 -2980 FAX :(818)957 -8603 KSI Fa— 11.2 N P = 3.5 K t =.07" SEC. A -A • 1/8" WELD 1.5" LONG EACH SIDE (3" TOTAL) 3x.125x.707x70x.3 = 5.7 K 6" CONCRETE SLAB 2000 PSI. CONC. 1000 PSF. SOIL BOTH SIDES TYP. 1152 =34" 5= 12x6 = 72 6 TOP LEVEL LOADING SEC. B -B 000 0 • 8000 = 8 8x144=1152 Is M= ( 2 ) 2 x1000x 2 x12 = 4166 4166 =58 < 1.6 N/2000 =72 72 SHEET NO, 4 JOB NO. RD -7507 03/05/2003 09:15 8189578603 831N3O.1.AWdgd HHoZ ...5 0. VW �. d'1WUlnl dO A.110 03A1303d . .1 RACK DESIGN AND ENGI PAGE 01 t. • tyivl M ?J 70 ei1. 4S S 0099 -ISBN te):xyld 0e8a -4 e(ete :13J, .ag -sor .. 9oz t 6 • v3 '31YQN S ... • ,... .. _. Z- 3.U/1S. '.'3A1i• V1N337118 44-41114E T §i 0..14: 3 ti" I lA) oil ... d�� i w 4-trt • . -. • 1... • ` ►o ti�`N 'tip J • � ._ . 0 )0---L- }� . fV?147 Ni • 127Pilt 1 Tn • __ ...._..... 3r�i�l � �'� o h•• g l_ 'mod T 3 - Oil ° . �� ._ o 4no on7 -. . P_ Nt? .. . 1. .. CO ' :2ruaaa NI-.` .1 . -N S3I• •?I3VI • ..... • . NYINVitta ' FEB -20 -2003 16:18 82/19/2803 42 :S2 818.467 -G603 RACK DESIGN ay.... RACK DEMON it ENGINEERV4G Co. DATl 13.03 SURA0T fir47, q4 1 Vim. G L 1 y1N; any 1 C ' M M x• , ■k Arm. 4111•J rathl 1ALELLST.6.r- rl° - �t - AZ+- .79‹1.33 P Mcm 20 13 Bay "LATE ANCH. TENSION Me7..�6. K $ " USE 2 PIN CONNECTOR All LEVELS TYP. ANCHOR SHIRR a . L c .16 MO L► Madan Avr , otnm ap4 OLENDALR, dA. 01208 TELd(60)057 -11ae0 FAX 'CA . Tuk a w, R oso �1 80.53 S 48 r„ d1.1 T =.61 A.•gkrOir torsi Gii#b I'a.f.. corm og -1 /2 4 •. ,'-i tsT rFt Aft I2 tT ' . , ... _ ' (NO INsPCCTION REO'D) DESIGNED FOR 1/2 STRESS RACK COLUMNS DESIGNED S N TWAT IF THE FRONT COL. IS oANAORD ?HE REAR COL HAS EXTRA CAPACITY TO SUPPORT THE FULL LOAD OF THAT DAY, (9EC. 2222.3) a.b •K 7/10"0 RIVET ; A A .0G5 F Y 0 ,79 141 Va a .O95n76x.4 ` _ 34 K a s+e M tt! 'ii a 31 4 P.04/04 PAGE a2 SHUT NO, .. 3........,... JOB NO.,.. .77.8 9 Fa= = 62 rit 'wept / 49..4 )c 420 Pn =F 46 p . ia " ZDK 6.2 K .2i) — ?5 ? t� . 7 4 ' 3/a BASE pure 7/1/ TWX■7 /11' 1410m4e 3 .0 11 114"X1 .3 3 0 16 TOTAL P.04 d r Z W re U 0 WI U) u_ WO g u. =a � Z =. I• -O Z F- W Lu U e - O H W W Z w U = I:: Z j .9-,9 ili.�lllII , umn .0-11 .9,t►s AG =.1 �All�C7 41031:11 • NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 0 RECEIV CITY OF TUINVILA JAN 1 5 Z003 PERMIT CE TER i DO3O 1 File: D03 -0013 35mm Drawing #1 FEB -20 -2003 16:17 355 Treck Drive Tukwila, WA 98188 Direct Phone 206/812 -6773 Fax 206/767-7026 email dperkinsQgeneraltooLcom Fax To: Jim Dunaway -City of Tukwila Building Div. Fro,n Dave Perkins Fax: 206/431 -3665 Pages: 4 pages (including cover sheet) Phone: 206/431 -3665 Date: 2/20/03 Re: Quote — £ ( 2 CC: D Urgent For Review D Please Comment X Please Reply X Please Recycle Good afternoon Jim! We have been in contact with the engineer that drew up the pallet racking prints for 355 Treck Drive. They said they had engineered the MKT taper bolts in but after their blue prints had been finished, so they did this as an addendum. Is this acceptable for the engineering requirements on the MKT taper bolts used to assembly our pallet racking? ff #6ary 6/5. Z4180 (,,)ti l l iwFa [(o3 General Tool and Supply Company Thank you very much for your help! RECEIVED FEB 2 0 2,003 COMMUNITY DEVELOPMENT .f� f\ P.01/04 'FCNVUr;mmq JAN 22 '03 11 :34AM TUKWILA DCD /PW _,4l A, CITY OF T.:WILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON COUNTY OF KING AFFCONT 1/13100 ss. G cN -C L. To OL " SvL Pa.) c.p , states as follows: I have made application for a building permit from the City of Tukwila, Washington. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 1 8.27.090 of the Revised Code Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. I understand that prior to issuance of a building permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this building permit to be exempt under No. 5 , and will therefore not be performed by a registered contractor. I :.understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. �* y NOTARY PUBLIC- OREGOFFICIAL SEAL JANICE S. DELZtER ' - C' COMMISSION NO. 33'08/2 le MY COMMISSION EXPIRES AUG. 22, 2U04 residing at P.2/3 H -4 Signed and sworn to before me this day of. i 8._c- k_.. a.1 ,20b7) . y NOTARY PUBLIC in and for the State of Washington, Ortcso f\ V \L\ (\\ County. Name as commissioned: TN c `i � �� 1 - My commission expires: ■ 1-1 tin 18.27.0,' x 1 ( 1 U L d P j., W piy to: 1. An authorized representative of the United States Government, the State of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale or installation of any finished products, materials, or articles of merchandise which are not actually fabricated into and do not become a permanent fixed part of a structure; 6. Any construction, alteration, improvement, or repair of personal property, except this chapter shall apply to all mobile /manufactured housing. A mobile /manufactured home may be installed, set up, or repaired by the registered or legal owner, by a contractor licensed under this chapter, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 ROW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than $500, such work, or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division AFFCONT 1/13100 WAN, try. P.3/3 of the operation is made into contracts of amounts less than $500 for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he is a contractor, or that he is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11, An owner who contracts for a project with a registered contractor; 12. Any person working on his own property, whether occupied by him or not, and any person working on his residence, whether owned by him or not but this exemption shall not apply to any person otherwise covered by this chapter who constructs an improvement on his own property with the intention and for the purpose of selling the improved property; 13. Owners of commercial properties who use their own employees to do maintenance, repair, and alteration work in or upon their own properties; 14. A licensed architect or civil or professional engineer . acting solely in his professional capacity, an electrician licensed under the laws of the state 'of • Washington, or a plumber licensed under the laws of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the licensee is operating within the scope of his license; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his sole compensation; 16. Contractors on highway projects who have been prequalified as required by chapter 13 of the Laws of 1961, RCW 47.28.070 with the department of transportation to perform highway construction, reconstruction, or maintenance work. r EX^IRE3 12-28-03 ET` " SIDES TYP �. - ---.. 73/ 'o I 2. ` x a~ �, c..' eN _ d _ t-.07 I -___________ I v7 le ii_. n ,.. ... '> I ,` _ j t= 3: ..�r .... Ot......_==i :. _ SEC. .: —:. I (1000 2 AGCC;'„� TYP.. - r - / 1/8 • 1.5" \ % ( 7 .... ` i - , \ : + W / rR 1 - 1 . a � / -.z. P 1 p zc., I f 4 I SEC. BRACE TO COLUMN C COLUMN SECTION ( ROW SPACER c5: FILE COPY 1 urn'' -'` tand :hat the P:an Check approvals are sut to a rocs and om:ssiona and approval of p!ans does rot authorize the vio'at:on of any adc;.ted rode or or ,Ilrance. Receipt pf con trac':'rs copy of approved plans aCkncv.'adged r( r ir (i ( i___ ,---'41/8 . <1 __ < (- I 1 \__ FY =36 KSI Die - ' `.,'3 ---� Permit No. ..- 3E Oi — ., • ...., :+ ,. - 7„ y r G A t ; _ _ E = y�,;; s - % i t.) ,' `c. • Jo 2 1 2003 k - - ' -' ■ — I / ,y i 1 8' 7 (ASTM A-36) (2)-1/2"0 ANCHOR BOLTS PER BASE PLATE 3 1/2" EME., (SEE NOTE NO. 4) BASE PLATE DETAIL (6J BASE PL. & SLAB CONNECTION GENERAL CONFIGURATION p . q6^ 42" I NOTES: 1- DESIGN OF STEEL STOR ;E RACr S AS SHOWN SY THESE CRA'AINGS AND CALCULAT'CNS a"E IN COMPLIANCE WITH THE REQJ'REMEN'S OF THE UNIFORM BU'LC'.NG :ODE 199 EDITION 2 -STEEL FOR ALL SHAPES �` =50 KS,. ASTM A5 GR.5C (E( EP 45 NOTE;) 3 -ALL WELDED CONSTRUCTION IN A SHCP OF AN AP :ABP ATOR (E'Ox\ ELECTRODES) 4- ANCHORS WEDGE TYPE, HILT+ KWK -I' ICBO #+r RAMSET REDHEAD ICBO #' ` - 1 (NO SP= CiAL , NS?E . TION REOJIREC 5- CONCRETE SLAP 6,. THI:K 2300 '-'5i. SOIL BEARING CAPACITY 1000 PSF 6- S RACK CAPACTT 4 oce 0 LE''EL 7 -ALL RACK WS ALLAT.'ON5 ANC RACKS MANE' ACTUR�`' +N CONFORMITY WITH � ■_ •;fA SHALL DISPLAY IN ONE OR MORE .ONSPIC000S LOCATIONS A PERMANENT PLAQUE EACH VDT LESS ''HAN 50 SCUAPE INCHES !N AREA SHOW'NG HE MAXIMUM P ERMI `_ UNIT _OAD OF NO NO 6 8- STORAGE FACKS SHALL BE , NSTALLED j:'TH A MAXIMUM 'OLERANCE FRCM 7 HE VERT,CAL JF 1" IN 1G' -0" OF HEISHT 9 -THE CL SPACE BELOA SPRINKLERS SHALL BE A M'N+MU'M C� 'A INCHES BETWEEN. THE TOP OF THE STORAGE AND THE CEILING SPH NK✓ tR DEE'._J TOR 10 -RACK COLUMNS DESIGNED SUCH THAT 'F THE FROM 'COLUMN IS DAM, :=D THE REAR COLUMN HAS EXTRA CAPACITh TO SUP •.`'RT HE LOAD, ( SEC 2222 -5) 1 1 - HOLE SIZE FOR CONNF ' TInNf TO BE BOLT DIAMk " R O1.(IS 1/1E 'NC'*+. RECEIVED CITY OF TUKWILA JAN 1 5 2003 P ERMIT CENTER t o � 4 - cc 4 I `- I I -o' 1 �3 TYP. - e m `I. X - 42 /-- _ TYP. - NP• C i -, / - 1, 1 ,' T ♦ 7— 6 TrP. 2 TYP. I I , � — 3 \ \ I cr ' io V - V. _ inn iv In '03i /1 (4 '�I> t I RACK DESIGN AND ENGINEERING r , c A I(1\/1 All: #<'()4 c ;i,t,, \DAL ( j . 9/.20 ;ALE: NONE I DRAVYN g, - , • r --''r j _ : S OT: 1- ,3—r)11 ! \ h ''•'�I� ''ECT GENERAL_ T00L_ _ 3 .1 651 -_ __- 355 TRECK DR :VE, TUKWI1.A, WA FRONT VIEW SIDE VIEW ''''r; r,rT A' - ICR NO IT4FFT NO. r EX^IRE3 12-28-03 File: D03 -0013 35mm Drawing #1 • , f t ..r• . ' .1. e - L . r } 1 i I I 1 • ( Inch ) 1 1 6 1 11 1 I I 1 2 :` I 1 3I I I I 1 I I I n 4I 5I 61 � ESTCoTr . Since i87s7� 56 b6 6 6 66 Ob 6 8 L {, E Z L Wo I I f„11, iir„ III !IJEir„„iIIIZIIIIIIIIIIil,,,,i!I, II,IIIiii�ii 111,,r„„liiii�iiiil 9 9 G- iJce L fit-- ' S'ttl -' C 3 3 i gE vg_ 1 i k , WA 1 r18ek g t 514,E L11 i r1 fr CITY OF TUEKDWILA JAN 15 2003 PERMIT CENTER