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HomeMy WebLinkAboutPermit B92-0183 - MA SEGALE - BUILDING• • A 56Ad..E City ® 71ilevieg‘ Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: B92 -0183 Type: B -BUILD Category: NCOM Address: 18010 SOUTHCENTER PY Location: Parcel #: 352304 -9118 Zoning: M -2 Type Const: V -N Gas /Elec: Wetlands: N Water: N/A Contractor License No.: SEGALBP151M5 Permit Center - utfio Signature: BUILDING PERMIT Type of Occupancy: OFFICE Slopes: X Sewer: N/A TENANT M. A. SEGALE, INC. Phone: 206 575 -3200 18010 SOUTHCENTER PARKWAY, ;TUKWILA, :WA 98188 OWNER M. A. SEGALE, INC. Phone: 206 575 -3200 P.O. BOX 88050, TUKWILA, WA 98188 CONTRACTOR SEGALE BUSINESS PARK Phone: 206 575 -3200 P.O. BOX 88050, TUKWIL WA 98138 ***,*********** k**************************** * * * * * * * * * * * * * * * * * * * * * * ** ** * * *** Permit Description: NEW OFFICE BUILDING. SETBACKS Units: 001: Front: .0 Back: Buildings:,:, 001 Left: .0 Right: Fire Protection DETECTORS UBC Edit`ion: 1988 Status: ISSUED Issued: 07/17/1992 Expires: 01/13/1993 Valuation: 94,44 Total i Permit Fee: 1,022.55 ********************************************"* * * * * * * * * * * * * * * * * * * * * *** * * * * ** [7 jHq.a. nature Date I hereby: certify that I have' read and` this permit and know; the same to be t rue.and'.correct. All provisions of law.and ordinances governing this work will be complied with, whether specified:. herein or not. t The granti4..of this permit does not presume to give authority t.o..violate or cancel the provisions of any othe•r, or local "laws regulating construction or the .performance of work. I 'am authorized to sign for and obtain this b,uildingpermit . Date: 7- � 17'52_ (206) 431 -3670 Print Name: G u, .. , il L b 'An Title X32 cdr r1 ,1 ,z_ - -- This permit shall become null. if th e wor is not commenced within 180 days from the date of issuance., o r; i f : the '; .work is suspended or abandoned for a period of 180 days''from the last inspection. PERMIT NO. CONTACTED DATE READY DATE NOTIFIED 1,-„ (5 -CIQ l BY `.. ) PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) AMOUNT OWING r6 3RD NOTIFICATION BY: _pit.) - BUILDING )ERMIT APPLICATION TRACKING _6..ett-ilq PROJECT NAME PLAN CHECK NUMBER a SITE ADDRESS INSTRUCTIONS TO STAFF • Contacts with applicants or I'equests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. ® Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be.tilled out by Plan Checker) FLOOR. SQUARE OCC. FEET LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE EEO' OCC. LOAD OCC. LOAD SQUARE FEET TOTAL SQUARE FEET TOTAL OCC. LOAD DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. . ::� : UILDING - Co I qZ 1 initial review ROUTED )(PLANNING 0 PUBLIC WORKS O OTHER O BUILDING - G� final review REVIEW COMPLETED / G, INIT: (OZ'q INIT: 71 A &tab_ UIR SUITE NO. . E i I o n.._.. ..:.::: Date Approved CONSULTANT: Date Sent - FIRE PROTECTION: ( Sprinklers (h Detectors ( ) N/A FIRE DEPT. LETTER DATED: 2 5 INSPECTOR: S"�3 FIRE la ■ q(ZQ. G - 2- — INIT;Y., el 1 ZONING: IBAR/LAND USE CONDITIONS? MYes (l No REFERENCE FILE NOS.: /'it�1 al/� t/ / U' vtll it i/1 (4 7 _C INIT: e. SETBACKS: N- (j S- 40 E- > W- 2_' AiY le UTILITY PERMITS REQUIRED? PUBLIC WORKS LETTER DATED: Co /) y( 4' TYPE OF CONSTRUCTION: vN Yes No UBC EDITION (year): 19% SITE ADDRESS SUITE# 18010 Southcenter Parkway VALUE OF CONSTRUCTION - $ 94,446.00 PROJECT NAME/TENANT M. A. Segale, Inc. ASSESSOR ACCOUNT # 352304 -9118 TYPE OF ® New Building U Addition U Tenant Improvement (commercial) Li Demolition (building) WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: New office building BUILDING USE (office, warehouse, etc.) Office NATURE OF BUSINESS' . Construction office WILL THERE BE A CHANGE IN USE? 0 No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: 1980 Tenant Space: Area of Construction 1980 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? ,(No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER M. A. Segale, Inc. PHONE 575 -3200 ADDRESS 18010 Southcenter Parkway ZIP 98188 CONTRACTOR M. A. Segale, Inc. PHONE 575 -3200 ADDRESS 18010 Southcenter Parkway ZiP 98188 WA. ST. CONTRACTOR'S LICENSE # 2 2 3 - 01- SE- GA- -LM -A3 7 2N0 EXP. DATE 10/1/92 ARCHITECT Lance Mueller & Associates PHONE 325 -2553 ADDRESS 130 Lakeside, Suite F, Seattle ZIP 98122 CITY OF TUKWIL4 Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 RQy'I s.e d N) 7\ ( c gki PLAN CHECK NUMBER B92 -0183 I HEREBY CERTIFY :THAT 1 HAV :READ AND :: THIS APPLICATION AND KN BE TRUE AND: :CORRECT, AND i AM AUTHORIZED TO :APPLY FOR:THIS PER BUILDING OWNER OR AUTHORIZED AGENT CONTACT PERSON SIGNATURE ADDRESS Steve R. DATE APPLICATION ACCEPTED PRINT NAME Steve R. Nelson 18010 Southcenter Parkway Nelson APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. 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. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. 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 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. "1 BUILDII PERMIT APPLICATION DESCRIPTION BUILDING PERMIT FEE PLAN CHECK FEE BUILDING SURCHARGE.;.. OTHER:::: TOTAL: ":AMOUNT:' RCPT # ::: <DATE 617 .00 : 022 014 0 :1;4 DATE APPLICATION EXPIRES SA DATE 20 - PHONE 575 -3200 CITY/ZIP Tukwila, 98188 PHONE 575 -3200 (O-- Q3 3,. COMMERCIAL NEW COMMERCIAL BUILDINGS/ADDITIONS Completed building permit application (one for each structure) -- I Assessor Account Number Two sets (2) of the following:: Specifications • ••• .••• • : ri Structural calculations stamped by a Washington State licensed Soils report stamped by a Washington State licensed engineer Topographical survey Energy calculations stamped by a Washington State licenied engineer or architect . •••• • Legal description . • Working drawings, stamped by a Washington State licensed architect, which include: 1 1 • . • Site plan . • .' • • : • Architectural drawings. - ••• Mechanical drawings • •• ▪ Civil draWings.....:•...]::::: •••..•:;•-•."'•••. .•••• Landscape plan .... . Completed .utilitY permit application SIx :•••••"•'•••.'"•••••• . • • •••• • •••••• :•• : •• • • • -••••.: • • • . • •• • •„..„... • . ....... ...„ . . . (6) sets of civil. drawings . • ••-•:" NOTE:..Soe utility pormlt• application and checklist. for specific Ut1IIt)'. submittal re qu i re m n ts . . • . • • : • . RACK STORAGE • 1 Completed 13 uilding permit application Assessor Account Number Two (2) sets of plans, which include.: floor plan.showing.... . • Entire space where rackswiil be located . . .• Exit doors . • • Dimensions of all aisles Tenant space floor plan showing rack storage la E ex l it s s NOT inclUde dimensions of racks (height, width e dth length), aisles and exit ways on p ia : Structural calculations stamped by aWriehington State licensed engineer (rack storage •S! and SUECNOTTAL CHECKLPST RESIDENTIAL NEW SINGLE FAMILY DWELLINGS/ADDITONS ri Completed building ............................. . . . . ' ' ' : '' ...... ... . . .• . • . .. • •:„ • •••••• ••••••••• • : permit • application • . Legal doscnption Assessor Account Number I 1 :1 TWa ao closest aets. . Werking:draWiagi;::*hiCiilincluc? J..... .......... ,............,......,.......„ :::• ,•:—.........., ...,••••:••••••,..:.:...:•••:,..,......,:;:::•E•••....::.:.::::....-.....:::.,,..::::::::::::::::::•.,:•:.:::::::::;::::••••••:••••:::::i::::::::,;::::::.....:.::,:::::::::,..:•••,;,....,,.;•:.. Foundation ....,,... . . ' ' '" :" •'••• • ' S - — . ••• ''' • ' • • " - " Off kin show flYc /rant locatio ..... .1: :: : ,::::::::::::::: .■:, tial'oan ,::,•,..::::::::;:..:.:-:..„.::,......:.:,..!?.- • • •• d length o f riai44"::::::: Floor plan '13146::::::( •'::::::116/d access .;:hOwifig '':••••:::::::,..'::::::::::...:'•:::::!: Roof 0PD,'"• :-.":•:"."•••-••••:•-':: • •:• ilding:elavationilailmowp) ..,............ :.:::..i......... :::•......::::',......-.:>;?..ii!i.:.:.••••:::::.:::4; framing W ..'' i ci . 1:.'6...:°*"iil6i0cii0tlitY pe a 13!!.....!,!..:)p...:;.:.::.:1:•-•::::.1.:::::....„...:::::,<„,..:,.. . s ets lilie plans showing utilitie ,,,:..,•,:.,:„,. : • • and utility may be combined NOTE Building she plan a specific u41-nittal reclufrements/.. utility permit application and chec for Additional topographical and soils information may be required if uniqUe, site conditions .::•„ , , COMMERCIAL . :TENANT.IMPROVEMENTS . • . . . • • • • • • •• • • ••-••••••••:- ••••' • ::.-:•-• • •••••••••::.:,:•••••••::::."..,..::"•-•••.:::•::"•::::.... Completed building permit application (one for each structure or S. :• • • • • • .. .. :AsseSsor:ACcoUnt Number Two (2) sets of construction plans, which Include to plan •-•••••••••••• • •1•Existingiand:propo • Landscape plan (if applicable I o , change of use) Overall building plan Tenant location Use :•••••: • .. . . • • Of adjacent (common wall) tenant • , Overall dimensions of building or square footage . . . . • •;.• •• •:tloar.plan:of.prOpoOoo:ienant space Tenant „.... . ..„ „ . spacaplan labelled Exit doors ogress • • .••• • New walls existing wall, and walls to . . . .. • .. , . :•.• • . :•• . ••••••:..•••••-• _I. Construction details Cross c setions•showing•wall ...„ „ attachment for floor and ceiling Structural calculations stamped by a Washington State licensed engineer may be required if structural work is to be done (2 sets) NOTE If any utility Work isiribe' • • • . • J• application and plans . .. . . . ........ ........ ....... . • • • • • ••••••:.::::::::••••::...:-.::•",......":,;•••••••••••'••••"•::":";:•:::.: ANTENNA/SATELLITE .DISHES E Completed building permit application attachment Assessor Account Number Two (2) sets of plans, which Include [1 Site Plan (showing building and location of antenna/satellite disl [] Details antonnaisatellite dish and method of Structural calculations stamped by a Washington State licensec engineer ma be requtred • . .• ...• . . . RESIDENTIA REMODELS Completed building :PermlilaPplication;:(one for each structure , " • • . .. • . • Assessor ACCetintNiiinber::...,..... • Two (2> sets of working drawings, WI Site plan Foundation plan Floor plan Roof plan Building elevations (all views) Building cross section Structural framing plans TE and . ba .......... . ... . : .. .. plans must .. .. • : . • REROOFS • LI Assessor Account Number fai••••6401'0#1•Pt,.4.T9.:.: • Narrative describing existing root .• matenal being removed and NOTE A certification letter is required : • loi:i6.(0of-kqP. off of .. . the . permit aPPlica.(1°n City of ?lcikwll�. Permit No: PW92 -0179 Status: ISSUED Project: M A SEGALE Site Address: 18010 SOUTHCENTER PY Parcel No: 352304 -9118 Wetlands: Water: N/A Type of Install: TEMP Number of Units: 001 New SQ FT: 1980 Contractor License No: Issued By: Final Inspection Approved: SANITARY SIDE SEWER Exist SQ FT: Inspector Signature Date ,Watercourse: Sewer: N/A Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Issued: 07/17/1992 Approval Letter: 06/24/1992 Expires: 01/13/1993 Slopes: X Add SQ FT: (206) 431-3670 TENANT SEGALE MARIO .A PO BOX 88050, TUKWILA WA 98188 OWNER SEGALE MARIO A PO BOX 88050, TUKWILA WA 98188 CONTACT STEVE NELSON Phone: 206 - 575 -3200 P.O. 88050, TUKWILA, WA 98138 ENGINEER DAVID R. MILLARD P.E., PLS Phone: 206- 575 -3200 18010 SOUTHCENTER PARKWAY, , TUKWILA, WA 98188 Description: SSS AT 18010 SOUTHCENTER PARKWAY ***************************************** * ** * * * * * * * * * * * * * * * * * * * * * * * * ** Inspection Fee: 20.00 Acct No 402/342.400 Hook UP Fee: .00 Acct No: 402/388.102 Special Assessment: :00 Acct No 402/388.101 TOTAL. FEE: 20.00 ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** THE APPLICANT HEREBY ACCEPTS THIS PERMIT AND AGREES TO ABIDE BY ALL APPLICABLE.. SECTIONS OF THE CITY OF TUKWILA MUNICIPAL CODE AND APPROVED PLANS. WE ALSO AGREE THAT THE CITY OF TUKWILA SHALL BE HELD HARMLESS FROM ALL!OR ANY CLAIMS ARISING ASA RESULT OF THIS PROJECT.PERMITS WHICH HAVE LAPSED BEYOND THE PERMIT EXPIRATION DATE SHALL REQUIRE REAPPLICATION AND RE- ISSUANCE OF THE PERMIT THROUGH THE CITY OF TUKWILA AT AN ADDITIONAL FEE. APPLICANT MUST.NOTIFY THE CITY INSPECTOR OF.,:COMMENCEMENT & COMPLETION OF WORK AT LEAST.24 HOURS IN ADVANCE. FOR AN INSPECTION CALL:433- 0179. Signature: VW''�" Date: Company: I '0 Title: f Vh2 -- ************************* .* ** ********;*********** * * * * * * * * ** * * * * * * * * * * * * * * * * * * * *. APPROVED FOR ISSUANCE'5Y: PRF ELITEqQ Authorized Permit Center Signature Date ********************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for side sewer construction. Address: 18010 SOUTHCENTER PY Tenant: SEGALE MARIO A Type: PW -SSS Parcel #: 352304 -9118 CITY OF TUKWILA Permit No: PW92 -0179 Status: ISSUED Applied: 05/22/1992 Issued: 07/17/1992 **********• k***************************• k****• k* * * * * * * * * * * * *•k * * *** * * * * * * * * **** Permit Conditions: 1. MAINT. AND VIABILITY FULL RESPONSIBILITY OF OWNER 2. PERMIT ISSUED ACCORDING TO CONDITIONS OF TMC 3. MOVING OVERSIZED LOAD PERMITf�Oi.NEE.DED- 6/12/92 LETTER 4. APPLY TO FINANCE DEPT TO_;, :- hN;ITI'ATOS'tWER AND.J1ETRO CHARGES 5. COMPLETE METRO RESIDEN:T�IAL� SEWER M USE CERT�: .RETURN TO METRO "X" Permits Date Routed • PWD Date Plans A • • roved Permit Number Approved Plan /Letter Date Issued - -.2q- ' - Channelization / Striping / Signing Suite No. Curb Cut / Access / Sidewalk Fire Loop / Hydrant Flood Zone Control Hauling Land Altering Landscape Irrigation Moving an Oversized Load Sanitary Side Sewer A-d P! ,/ 1 C, / (° .. a c, g [] 1- 11_a t Sewer Main Extension (private) Sewer Main Extension (public) Storm Drainage . Water Main Extension (private) • Water Main Extension (public) Water Meter (exempt) Size No. 0 Deduct 0 Water only Water Meter (permanent) Size No. . Water Meter (temporary) Size No. Other: Other: Date Plans - ecelved SSG NIIIMS1IMINI' T • e of Review 'nT Date Routed • PWD Date Plans A • • roved Date Resub. Re • uested Comments 9a- - -.2q- ' - bt IA ) riget/ Suite No. Plan Check No. rc iatcE s Project Name M. Pty /� �.. Site Address oiriP bt IA ) riget/ Suite No. ROUTING PERMITS REQUIRED City of Tuk,. a Public Works Department 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: (206) 433 -0179 UTILITY PROJECT TRACKING CHECKLIST CONDITIONS OF PERMIT ISSUAN E OR FINAL SIGN -OFF OF PROJECT ter► (� .e -+ P) S m4eo e I HEREBY: G ERT•IFY'THAT HAVE :READ .THIS APPLICATIONAND KNO W,THEis TQ BE .ii RUE'AIVD CORRECT4i: Applicant /Authorize p , Q j Agent Signature: c-c7,7 c� Contact Person (print name): S - eve '') e_1So.v Print Name: • -e IA., 2 YV et toYv Address: Pct U e s osc- Date: Phone: x"75 3Zo o "Ft-dc u-+ t k ,,✓.j- gh13, Phone: ,- - Saco Date Application Accepted: _ c — -1 m Date Application Expires: PR OJECT `:;:INFORMATION Pro•ert Owner: a 5- 64 Street Address: / -o /0 >WATERMET REFUND /BILLI MONTH ...... .: SERVICE BILLINGS DESCRIPTION OF :P RUDE City of Tu Ala Central Permit System - Engineering Division 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 Site Address: Name of Project: M 4 Sc �, ❑ Multiple - Family Dwelling ❑ Hotel No. of Units: ❑ Motel ❑ Commercial/Industrial C ice ❑ Retail 9 - 6'I Phone: (206) 433 -0179 UTILITY PERMIT APPLICATION ,a`.z SIC) I. -+ e 5c.p 4-t -,er iLev- Y�rkc�,✓1- Ki ng Cty Assessor Acct #:<3.5 9 PERMITS <> > < R EQUESTEiD. ❑ Duplex ❑ Triplex ❑ Warehouse ❑ Manufacturing 5L GI'�t_ts� 1uC Street Address: Engineer: ID ArV I D -. h I 14 / ' t✓ , pt.s Phone No.: 5 - - 3z can Street Address: cCo /O Cit /Sy tats /Zip: .., kt. ( 44r(kS- Contractor: I v : G yt2 �' y i I e Phone No.: - - s - 32- ❑ Channelization /Striping /Signing ❑ Curb Cut/Access /Sidewalk ❑ Fire Loop /Hydr. (main to vault) - No.: Sizes: ❑ Flood Zone Control ❑ Hauling ❑ Land Altering cubic yards ❑ Landscape Irrigation ❑ Moving an Oversized Load Est. start/end times: Date: Q`Sanitary Side Sewer - No.: Name: Street Address: Name: / 6�. e T e Street Address: R 'Goy 8 aos ❑ Water I►.1 Sewer ❑ Metro ❑ Standby ❑ Single- Family Residential I�►'1 -Y k L4 v4 Y Phone No.: 575- 32.0 c.) Cit /State/Zi • : �; I k w r `7 j . City /State/Zip: t v c F� Contractors License #:223-0/ -�.. 4b, 37 E xp. Date: ❑ Sewer Main Extension ❑ Private ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension ❑Private ❑ Water Meter/ Exempt:- No.: Deduct ❑ Water Only ❑ ❑ Water Meter / Permanent - No • ❑ Water Meter/ Temporary: - No.: Estimated quantity' Schedule: ❑ Other: ❑ Apartments ❑ Condominiums ❑ Church ❑ Hospital Phone No.: City /State /Zip: Phone No.: - -- azao City /State/Zip: T.- 11v....a4 L.-44 9O1 &S ❑ Other: ❑ Public ❑ Public Sizes: Sizes• — Sizes• ___._ ❑ School /College /University ❑ Other: [� New Building ❑ Remodel/ Square footage IU q g of original building space: Square Addition INFORMATION; :; Footage: 19$0 Square footage of additional building space: King County Assessors valuation of existing structures: $ Valuation of work to be done: 04/22/92 SUBMITTAL CHKILiST All site plans shall be provided in one submittal for review by the Public Works Department. Six (6) sets of plans stamped by a licensed engineer are required along with this application completed and signed by the applicant's representative. The following information is necessary for Public Works Department evaluation and approval of site plans: • All utility construction is to meet the City of Tukwila Standards • Indicate scale of drawing and show north arrow • Identify location by address or distance to nearest intersection • Identify public right -of -way and any easements • Use standard 24` x 36" sheets for all site plans CURB CUT /ACCESS /SIDEWALK / CHANNELIZATION /STRIPING/SIGNING O Dimenaons O Type of surfacing - asphalt, crushed rock, etc.(and thickness) O Percent of slope and runoff direction O Size of curb cuts / locations O Vehicular and pedestrian traffic facilities, including signing and striping, wheel chair ramps, curb cuts O 20' of paving on all gravel driveways connecting to paved roads FIRE LOOP /HYDRANT O Type of pipe / hydrant O Size of pipe /location O Location and type of all valves O Type of bedding and backfill material / percent compaction O Distance from structures, storm and sewer facilities O Location and size of thrust blocking FLOOD ZONE CONTROL (Requirements are under Flood Ord. No, 1462 and can be obtained from the Public Works Dept.) O Lowest finished floor elevation O Contours and elevations per National Geodetic Vertical Datum LAND ALTERING (CLEARING, CUT AND FILL) O Contour map (2' intervals) showing existing and proposed contours O Estimate of yardage, both cut and fill O Erosion control plan with temporary and permanent measures HAULING O Quantities of materials to be hauled to and/or from site O Copy of Certificate of insurance coverage (minimum $1,000,000) O $2,000 bond made out to the City of Tukwila for property damages caused by activities O Route map LANDSCAPE IRRIGATION O Location of DSHS approved double check valve • O Type of pipe - copper, high density molecular plastic, ductile O Size and depth of pipe O Size of meter and meter box O Location and elevation of meter box (water meter - permanent and exempt). Clearly show whether tap is on main or domestic service O Location and type of tap O Type of bedding and backfill material / percent compaction MOVING AN OVERSIZED LOAD O Copy of Certificate of insurance coverage (minimum $1,000,000) O $5,000 bond made out to the City of Tukwila for property damages caused by activities O Business License with City of Tukwila O Route map O Dimensions (L X W X H) of overall load SANITARY SIIfS' . SEWER O Type of pipe - concrete, PVC, etc. O Size of pipe/location O Percent of slope on pipe/length of run O Connection point(s) to existing system O Location of cleanout(s) and test Tec(s) O Type of bedding and backfill material /percent compaction O Invert elevations at structures and junctions SEWER MAIN EXTENSION O Type of pipe - concrete, PVC, etc. O Size of pipe/location O Percent of slope on pipe/length of run O Connection points) to existing system O Location of cleanouts and manholes O Type of bedding and backfill material /percent compaction STORM DRAINAGE (include existing topography and proposed grading and surfacing) O Type of pipe — concrete, ADS, etc. O Size of pipe / location O Percent of slope on pipe / length of run O Location of all structures O Square footage of area to be drained, including roof area O Type of bedding and backfill material / percent compaction O Invert or flow line elevations STREET USE O Complete description of proposed activity O Map with address and outline of limits of activity relative to public right -of -way and easements O Proposed traffic control/detour (per Manual of Uniform Traffic Control Devices) O Proposed schedule (times and dates) WATER MAIN EXTENSION O Type of pipe — copper, PVC, etc. O Size of pipe / location O Hydrant types and locations O Valve types and locations O Connection point(s) to existing system O Type of connection - live tap, tee, etc. O Location and size of thrust blocking O Size and location of mains, including elevations (profile) WATER METER - EXEMPT O Diagram of domestic system/tie in of exempt meter O Number /account for existing domestic meter O Size and type of material of meter, service and meter box O Site address' WATER METER - PERMANENT O Type of pipe - copper, high density molecular plastic, ductile O Size and depth of pipe O Size of meter and meter box O Location and elevation of meter box (water meter - permanent and exempt) O Location and type of tap O Type of bedding and backfill materials /percent compaction WATER METER - TEMPORARY O Address and hydrant location O Size of meter O Estimate of quantity and schedule ter t e u . is or s l apartment as comp eta . t e r re ew a • e ' ans are approve , t e app scant wi • = nob ie by letter concerning the necessary permits and requirements; an approved set of plans will accompany the letter. If the plans are not approved, the applicant will be notified by letter of necessary resubmittal requirements. TO: FROM: DATE: SUBJECT: 14:SSS City of Tukwila Department of Public Works M E M O R A N D U M NOTIFICATION OF UTILITY PERMIT ACTION PERMIT CENTER PUBLIC WORKS ENGINEERING DIVISION June 24, 1992 UTILITY PERMIT AVAILABILITY /REQUIREMENTS M. A. Segale 18010 Southcenter Parkway Project No. P92 -0055 Contact Person: Steve Nelson Telephone No.: (206) 575 -3200 Permit Fee cf: City Utilities Inspector (w /copy of plans /application) Development File (w /copy of plans /application) Read File John W Rants, Mayor Ross A. Earnst, P. E., Director THE FOLLOWING PUBLIC WORKS PERMIT IS AVAILABLE FOR ISSUANCE ACCORDING TO THE SITE PLAN APPROVED ON JUNE 24, 1992: Temp orary Sanitary Si de Sewer $20.00 The Developer is referred to other City agencies, including the Building and Planning Divisions, for other requirements which may affect this work. A copy of the confirmed Utility Permit Application Form and two (2) sets of site plans will be inserted into the permit file. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 431-3665 This certificate provides the Department of Health and Building & Land Development with information necessary to evaluate development proposals. Do not write In this box number ;i' name APPLICANT'S wj • M. A. Segale, Inc. PROPOSED USE Modular Office Building LOCATION 18010 Southcenter Parkway, Tukwila, WA 98188 (Attach map & legal description if necessary) N N if if N. if if N N N N if n ft H WATER PURVEYOR INFORMATION 1. a. r 2. a. { OR b. 3. a. OR b. r-1 Water service will require an improvement to the water system ofs ❑ (1) _ feet of water main to reach the site and /or ❑ (2) the construction of a distribution system bn the site and /or 0 (3) other (describe) yI/1/ANI OR b. ❑ Annexation or BRB approval will be necessary to provide service. 4. a. Water is /or will be available at the rate of flow and duratign indicated below at no less than 20 psi measured at the nearest fire hydrant x'302. feet from the building y- (or...as.m ises Qn tha p s lit/D�4 OZ, ~ . Rate of Flow Duration ❑ less than 500 gpm (approx. gpm) ❑ less than 1 hour ❑ 500 to 999 gpm ❑ 1 hour to 2 hours 1000 gpm or more 1.0,5, FOR [ �2 hours or more flow test of 3 6 9 a, ® g pm ❑ other ❑ calculation of gpm (Commercial Building Permits require flow OR test or calculation) b. ❑ Water system is not capable of providing fire flow. COMMENTS/CONDITIONS Building Permit ❑ Preliminary Plat or PUD ❑ Short Subdivision ❑ Rezone or other Water will be provided by service connection only to an existing water main ' go feet from the site. The water system is in conformance with a County approved water comprehensive plan The water system improvement will require a water comprehensive plan amendment. The proposed project is within the corporate limits of the district, or has been granted Boundary Review Board approval for extension of service outside the distri or city, or is within the County approved service area of a private water purveyor ' i hereby certify that the above water purveyor information is true. .This certification shall be valid for one year from date of signature. Nighline Water District Rgey 1 .. l JUN 223 1B121 a I50 ° ' c' ' • 350 G(17j35' 23 ` Slue NELsorl) 5-3 io $' C2 size // /') —ROW N / //n ✓s/A_ / / 4!%Ri 9 // Account Cade 000/322.100, 000/345.'830, 000/3.86.904 Total Fees: Total All Payments: Balance: 1 1,022.55 .00 ******************************** * * ******** *** ***** *k***k***** ** CITY OF TUKWILA, WA TRANSMIT * * * * * * * * * * * * * * *** **************** * *l4 * * ** *k*** * * * * ** *** * * ** *k * ** TRANSMIT:Number;.92000472 Amount; 1,022.55.05/22/92 16:46 . Permit No:'092 -0183 Type: 0-BUILD BUILDING PERMIT. Site Address: 19010 SOUTHCENTER PY Location: 18010 SOUTHCENTER :PARKWAY 05/26/9" Payment Method: CHECK Natation: M.A. SEGALE, INC Init: 'AO ****** rF*************************** * * * * * ** * *k** ** * * * ** * * * * ** *•k * *' Description BUILDING -- NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE Total (This Payment): Paid • 1;,17.00 401.05, t`1 4.50 1, 0 2 2. 5 5 '6'..0fmt1,11551 &°'s• GENERA GENERA GENERA TOTAL CHECK CHANGE 0142A000 617.00 401.05 4.50 1022.55 1022.55 0.00 15 :43 Adcount Coda 000/342.400 Total Fees: Total All Payments: Hal ance: Description INSP FEE - UTILITY Total (This Payment): 20 »00 20.00 »00. ********* k******k**************** *k *h **k * * * * * * * * * * * *; * * * * *k* ** *k CITY AF TuKW]:LA .WA TRANSMIT ***** * * **A** ***** ** ****** **k**** ** ** drat *** * * ***k* *k ** *k** **** ****** TRANSMIT Number: 32000725 Amount: 20.00 07/17/''�� »P0 Permit No: PW32-0179 Type: PW -SSS SANITARY S.YD[: TR Parcel .No : 352304-9115 Site`,Addr.ess: 18010 SUUTHCENTER PY Location: NE CUR SW 1/4» NE 1. /4 SEC 35,T23N,R4E,WM payment Method: CHECK. Notation; M. A. SEGALE INC Init: SLIT It** kh�4 * * * * ** ** * ** *** ****,h**** ****** * ** * *t4*** *** * ** *k*****A ** ** Paid 20.00 20.00 GENERA TOTAL CHECK( CHANGE 20.00 20.00 20.00 0.00 1622A000 09 :25 CITY OF TUKWILA Address: 18010 SOUTHCENTER PY Permit No: B92 -0183 Tenant: M. A. SEGALE, INC. Status: ISSUED Type: B- BUILD Applied: 05/22/1992 Parcel #: 352304 -9118 Issued: 07/17/1992 ***•k * * * ** * ** *fit * ** ** ** ** k **** * * * * * ** ** ** ** **•** ** ** ** ** * * * **** ** * ** * * **** **** Permit Conditions: 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Electrical permit shall be t1 A� u �rY � rent ob,ta,ine� d... the Washington State Division of Labo - and I°nd ustr e: "and a,11 electrical work will be inspecte _by that agency 3. All permits, ins,,pec records, an i approve p:.1ahs shall be maintained ava�'a i•e T � esa a e job si.ta . ���prior•B t tii " _ , �yir e�ra.rt of any construc i;,a d' r� ara: to be ma i nta;ilri'.e,d available n un ,al t i n ' a � 1 inspection o a Is r 4. Any. expose d � , , �1 n sul atoi bns back ln'g mater ,s h a F lame Spread R,a ' af 2 5 or, tl "ess, 1 materia l '''s ha l ltb.ea,r i den.t�`1�- f i cat io how t ° ° he;;,f`ire � eig6c1ma'nce rating r 'thereoi '' '.; ., R. mance wi t`i,,vepp,r s, � oOt• t ^'' 5. All c s .ruction' to," be d n In rating plans a d ,Ie. b11'•thet Uniform Building Code (1988 , N .a s .,Y, � e " i � Editio) , U6iform Mechanical C C ode (1988 Edition) , ` Wash,j ; ng'to '9 Statne.rgy Carte (1991..Editi »');``'and= Washington State 1 Reg 1'; tins ,for Barrie"r:Free/i�Fcacili,ty (1990 Edition); 6. The m' dificati.on fo =the'''East�`,wal1 of t'�i`e'�. .isting office is work to be accomp�lish r�,t t i"s B uil-d�tng Permit i i 1, cox ijetitore of, the „wor f e protection o th u >'� wall ;'��sh'�t��14 condi ` v- of ' i na I i nspect� approva , `; _ ; p ti 7. Val�i d l t o f Permit. ,The �1 s's;t ar ce , df ':a_ , permit t or approval- pla ; ns, s'pecif i:ceti� l or i 's ” ' and r tcomput�,a�t�i , on s-�, . sha�l) not be Con -, N ' ' str to b a permi�t: f� Q or an_a p roval.'o,.: an violatio of a o(f ; th,e 'provisions of t 'cb de�t :or, of y other ' k , o r, d i n a p c'e' 'o , h e jurisdiction . N�o,. p'er t :. p. s,, dm i n g, #; "t o g ;i.,v e author jty o^ 406:late or cancel tl e` pr.•ovilsions�,�o'f th`is sha 1 l b valid al <a �� ..W ; .:w� ro ect: - lype of - Inspection . Special Instructions: Date Wanted: 3 2—.5 am. e7"; Requester: Phone No.: INSPECTION RECORD C Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 4592 . � 3 EMIT NO. (206) 431 -3670 A pproved per applicable codes, :_._.__ :_..._.D_Corrections_required prior to approval. 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ef Approved per applicable, codes. COMMENTS: i iirspector: o/-'T eatild thiz 1/ PERMIT NO. (206) 431-3670 Corrections required prior to approval. "44 AA, lot/(5 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. =...:111■1•1 a: : S ocn J type ot InspectionL„l Ad ress: q 1 - ° 4' ,..) e'ff. Date Called: t '''‘ . v Special instruclions: - D Wa nted : atew ..... _ 0 p.m. Requester: phone Nd.: o i 5 - 34; CO , INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ef Approved per applicable, codes. COMMENTS: i iirspector: o/-'T eatild thiz 1/ PERMIT NO. (206) 431-3670 Corrections required prior to approval. "44 AA, lot/(5 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. =...:111■1•1 a: Pr / n" ype o ns.: . ion: A dre �� / G� e � ,p !/ Date Called: / I I ' M — 42- Specia Instructions: Date Want : 0-42- am. .m. Requester: (/ Phone No.: INSPECTION RECORD Retain a copy with permit INSP ECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 89Z- O 1 73 PERMIT NO. (206) 431 -3670 ❑ Approved per applicable codes. Ey Corrections required prior to approval. COMMENTS: .3 b ijf� 7 S 47-74. Dat ❑ $30.00 REINSPEC ON FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: mate: Project: .‘.. Type of Inspection: Address: ..9.,-.../4...c., Date Called: Special Instructions: / Date Wanted: /0 —2 - - 9'2._. 6a p.m. Requester: 7--- Phone No.: o "INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. 13 9 L 0/ ei..3 PERMIT NO. (206) 431-3670 Corrections required prior to approval. • El $30.00 REINSPECTI N FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Dale: 1 •roject: / ffillM ress: ' / O .t ype o nspect n : G ! Lip' to : e : • 7'9 Special nstruct ons: : e Wanted: ,5). .,� am. IS Mill Requester: f PL Phone No.: 3 11 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. D Corrections required prior to approval. COMMENTS: ' L. C + rAOcz. hjC rv,tor cam nspector: D $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. . ' (I° . ype o spection: I ) . Address: t(lks 0 11.4,11 • at, it Date Called: q Sp : • . nstruct ons: Date Wanted: c f - ca ,,, • - 'lb Requester: Phone No,: s—j . 3a0c) %"'` INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: o $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • ecept // 0 Corrections required prior to approval. 9/1/4 .• . PERM cy (206) 431-3670 ro ,� ;��, � ,Q7 ' ��. YPe o nsped �� Ct/YYLt � 4 - j 2 i..�J � ae e ; ! Special nstruct ans: Date Wanted: 9 .... 5 ...i Requester: X r ` / e ��LL5... Phone No.: 75 �l� 40 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: nspector: j am. t e m INSPECTIONr RECORD Retain a ca y with permit 0 Approved per applicable codes. „C I Corrections required prior to approval. ra�llt�lll��r -.Loa zAr ft-- 0183 PERMIT NO. (206) 431 -3670 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: Type of Inspection: Special Instructions: k ..'c=0 Date Wanted: �� am m. & . Requester: Phone No.: INSPECTION RECORD Retain a co . permit r�mit pY p CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Inspector: ece�pt o.: (206) 4314670 ❑ Corrections required prior to approval. Dale R'" Date: ❑ $30.00 REINSPECTION EE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. PERMIT NO. s.�. .u..r.,..._ �_._. . . 1031IMIM Y . e 1! n . q3/4inniriLLI. e'diffir ni 1\2ME Date Wanted:q / --, / 1---1 al.m. . ecia Instructions: Requester: ( ,-7; ( )7_6_ Phone No.:6" _ 39/ ... 7 - PECTIONNO. Approved per applicable codes. P INSPECTION RECORD , . L Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Date: PERMIT NO. Corrections required prior to approval. (206) 431-3670 1:3 $30.00 REINSPECTI N FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. :4 "� � / / ype o nspecti• � r J am' 06 0 G4 I.t a e•: /g- Special Instructions: Date Wanted: g1_,. '. p.m, Requester. j A �Z Phone No.: 2 � INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS; ❑ Corrections required prior to approval. (206) 431 -3670 Fa- ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. . Type o ��.. • 1;,i► 1 W , •e ns uctions: Date "ant `, G _oil_ ~ / . rn. Requeste w 7 . ) ,. v Phone No.: 75 Receipt No.: ❑ $30.00 REIN : ECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. M 0. r' INSPECTION RECORD Retain a "6opy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Di Approved per applicable codes. (206) 431 - 3670 ❑ Corrections required prior to approval. COMMENTS: n K 'ro P kA.1 Lt.., om,k.s 'Rea -` aG /n. ° Type of Inspection: ' � ,I, Address / t360/v �5�. " y �.J Date Called: �..J � Special Instructions: / Date Wanted: (9— 2k- 2 am, .m. Requester: ,00 H Phone No,: s. ? C- 3 2-too Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 /3 /Y L ©/ 83 0 Corrections required prior to approval. COMMENTS: CI, 4' j- 1 sh -. f.-. yit M.t �. O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter. Blvd., Suite 100. Call to schedule reinspection. Pre e• : L I , L� .r J ype o nspeq on: �J/ tht> • ' A L,/ 40 a . ,r:.. ,; ��. te a es: Special Instructions: Date Wanted: Requester: Phone No.: r D RE6 r 'ORR t,t t :. . INSPECTION 69D_0l8 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT N0. (206) 431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: $30:00 FEE REQUIRED. Prior to reinspection, fee must be paid at 6300' Southcenter Blvd., Suite 100. Call to schedule reinspection. • eceipt o,: I I City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188-7661 (206) 575-4404 Project Name Address TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM e AIL 1 Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: AutE zed Sig ature FINALAPP.FRM Gary L. VanDusen, Mayor Control No. Permit No. Suite # ANNBININII T.F.D. Form F.P. 85 City OT Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #B92 -0183 (513) Dear Sir: John W. Rants, Mayor June 2, 1992 Re: M.A. Segale - 18010 Southcenter Parkway The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the followin con erns: 1. 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) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set.on shelves (NFPA 10, 1 -6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.9) 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, 1 -6.3) (UFC 10.505A) 2. Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 12.106 - 12.111) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 12.106(c)) City Ot Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 Yours truly, cc: T.F.D. file ncd iAy • The Tukwila Fire Prevention Bureau John W. Rants, Mayor When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 3314(A)) 3. A fire alarm system is required for this project. The fire alarm system shall meet the requirements of NFPA 72 and City Ordinance #1528. An approved automatic sprinkler system may be installed in lieu of a fire alarm system. 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 #1528) (UFC 10.503) Local U.L. central station supervision is required. (City Ordinance #1528) 4. Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 1/4" Pentagon open -lift operating nut. The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 42 -B.of The Uniform Building Code. (UBC 4204(a)) June 12, 1992 Dear Mr. Nelson: JAP /amc �. City of Tukwila Department of Public Works Steve Nelson P.O. Box 88050 Tukwila, WA 98138 SUBJECT: M.A. Segale, Inc., 18010 Southcenter Parkway Request for Resubmittal (P92- 00551 John W. Rants, Mayor Ross A. Eamst, P. E., Director The Public Works Department has reviewed the site plan received by the Permit Center on May 22. The sewer design does not meetIminimum criteria set forth in City standards, specifically: 1. The maximum length for side sewers is 150 feet. 2. Manholes are required at all sewer connections of 8" and larger. 3. Minimum size for side sewers for commercial facilities is 6" in diameter. Also, the site plan did not show the water system design. A letter of water availability from the Highline Water District was not included. An oversized load moving permit will be required since the temporary modular office will be hauled on City streets. I' am enclosing a copy . of the standard Utility Permit Application. Please note the requirements for obtaining an oversized load moving permit. The required information should be included with your resubmittal; otherwise, issuance of this permit will be delayed. Before you initiate action to modify the site plan, please call me at 433 -0179. Sincerely, �p • John A. Pierog, Associate Engin Permit Center, Development File: Segale, Read File Enclosure a/s 14:segale 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 431-3665 PLAN REVIEW B92 -0183 MEMO TO: FILE RE: RESOLVE OF REQMTS OF TABLE 5 -A ISSUES. CALL FROM STEVE N. 6/1/92, WILL MAKE MODIFY WALL OF EXISTING OFFICE BLDG. ONE HOUR F.R. CONSTRUCTION. AND ADJUST SEPARATION BETWEEN NEW AND EXISTING OFFICES TO ACCOMODATE OPENINGS. WILL NOTE REQUIREMENTS TO PLANS. ALSO WILL NOTE REVISION REQUIREMENTS TO WIDTH OF ALL INTERIOR DOORS TO ALLOW FOR BARRIER FREE ACCESS. CONSTRUCTION OF EXT. WALL OF EXISTING OFFICE BLDG TO BE PER PRESCRIPTIVE DESIGN OF TABLE 43 -B, ITEM 17 -1.1 OR APPLICANT TO SUBMIT ALTERNATE PROPOSAL FOR APPROVAL. DISTANCE BETWEEN EXISTING OFFICE AREA AND PROPOSED NEW STRUCTURE WILL BE SET AT 21 FEET. WILL VERIFY THAT THIS WILL PROVIDE ADEQUATE SEPARATION TO ALLOW UNPROTECTED OPENINGS AT EXISTING BUILDING. ROUTE TO FIRE PREVENTION THIS DATE. PLAN REVIEW B92 -0183 OCCUPANCY CLASSIFICATION B -2, OFFICE USE CONSTRUCTION TYPE V -N LOCATION ON PROPERTY: > = 20' REQD FOR N.F.R. EXT. WALL CONSTRUCTION, > = 10' FOR UNPROTECTED OPENINGS. ISSUE: WEST WALL OF PROPOSED OFFICE BLDG IS LOCATED 20' FROM EXISTING OFFICE BLDG. " When a new building is to be erected on the same property as an existing building, the location of the assumed property line with relation to the existing building shall be such that the exterior wall and opening protection of the existing building meet the criteria as se forth in Table No. 5 -A and part IV." PROPOSED NEW BUILDING HAS WINDOWS AND A DOOR ON WEST EXPOSURE, AND THE EXISTING BUILDING LIKELY IS NOT OF F.R. CONSTRUCTION ALONG THE EAST WALL (WHICH FACES THE PROPOSED OFFICE BUILDING) THEREFORE; COMPLIANCE WOULD HAVE TO BE CONSIDERED UNDER Sec.504 (c) PARAGRAPH 2, EXCEPTION. HOWEVER, IF THIS IS CONSIDERED, THE OVERALL AREA OF THIS ONE BUILDING WOULD BE SUCH THAT THE TUKWILA FIRE SPRINKLER PROVISIONS WOULD BE APPLICABLE. (CONSULTATION W/ 513, 5/29) CONTACT APPLICANT WITH FOLLOWING ISSUES: * INCREASE THE SEPARATION TO 40 FEET 1. IF THERE ARE OPENINGS IN WALL OF BUILDING 781 WHICH ARE OPPOSITE THE PROPOSED TEMPORARY OFFICE BUILDING, THEN THE PROPOSED YARD AT THE EAST EXPOSURE OF OFFICE BLDG. MUST REMAIN AT MINIMUM 30 FEET. 2. TO APPROVE THE PROPOSED 20 FOOT SEPARATION BETWEEN THE EXISTING OFFICE BUILDING AND THE PROPOSED OFFICE BUILDING, ONE OF TWO CONDITIONS MUST BE PROPOSED. * MAKE WALLS (EXISTING OFFICE & NEW OFFICE) FACING THE 20 FOOT YARD, ONE HOUR FIRE RESISTIVE CONSTRUCTION. * MAKE THE WALL AT THE EXISTING OFFICE BLDG ONE HOUR CONSTRUCTION AND ELIMINATE ANY OPENINGS IN THIS WALL OR PROTECT ANY THAT WOULD REMAIN < 10 FROM THE ASSUMED PROPERTY LINE (located 20' from the proposed office building) 2. ACCESSIBLE ROUTE OF TRAVEL MUST BE PROVIDED FROM THE BARRIER FREE PARKING STALL TO THE ACCESSIBLE ENTRY. (SHOW ON PLAN) 3. ACCESSIBILITY WITHIN THE BUILDING MUST BE PROVIDED. PLANS NOTE THAT ALL INTERIOR DOORS ARE 2' -8" WIDE. THE CLEAR OPENING WIDTH MUST BE 32" EXCLUSIVE OF JAMB STOPS. caned 56v& 1\1&60•A G ►. doss Ed. �a.t �and rc,o C✓ we54i-c/Kesotre a�' 4/Ic4.1) 0.Wcab1dO• <fallc u./ 1ob Imovulcui Z, cal( vvo-l 3 ° clroYs c,o1 Iht- acccs�r• &-Ak, w:Fla(A.:) TUKWILA BUILDING DIVISION NOTES r! ri' O1 C Ir ION THE FOLLOWING NUMBERED COMMENTS ARE CONDITIONS FOR APPROVAL OF BUILDING PERMIT APPLICATION B92 -0183. COMPLIANCE WILL BE SUBJECT TO FIELD INSPECTION. 1. EAST WALL OF EXISTING OFFICE BUILDING IS REQUIRED TO BE PROTECTED DUE TO THE PROXIMITY FROM THE PROPOSED NEW OFFICE BUILDING. PROTECTION SHALL BE IN THE FORM OF ONE HOUR FIRE RESISTIVE CONSTRUCTION FOR THE LENGTH OF WALL HIGHLIGHTED ON THE "PLOT PLAN ". EXISTING WOOD FRAME WALL CONSTRUCTION SHALL BE MODIFIED TO CONFORM TO U.B.C. TABLE 43 -B, ITEM 17 OR AN ALTERNATE APPROVED "LISTED" RATED ASSEMBLY. NO OPENINGS ARE PERMITTED IN THIS WALL. IF AN ALTERNATE ASSEMBLY IS TO BE USED, A COPY OF THIS LISTING SHALL BE MAINTAINED ON THE JOB SITE AND AVAILABLE TO THE BUILDING INSPECTORS. 2. EXTERIOR AND INTERIOR DOORS IN THE ACCESSIBLE ROUTE OF TRAVEL ARE REQUIRED TO PROVIDE BARRIER FREE ACCESS. MINIMUM NET CLEAR OPENING WIDTH OF 32- INCHES (CLEAR OF JAMB STOPS AND OF DOOR LEAF IN ANY POSITION). 3. TOILET ROOM #1: THE LATERAL DISTANCE FROM THE CENTER LINE OF THE WATER CLOSET TO THE NEAREST OBSTRUCTION, INCLUDING GRAB BARS, SHALL BE NOT LESS THAN 15- INCHES ON ONE SIDE AND 41 INCHES ON THE OTHER SIDE. 6. ALL LUMBER AND PLYWOOD REQUIRED TO BE PRESERVATIVE TREATED SHALL BE PRESSURE TREATED IN ACCORDANCE WITH U.B.C. STANDARD NO. 25 -12 TO BEAR THE FND GRADE MARK. CITY OF TUKWILA APPROVED 'JUL 14.1 O. 4. PROPOSED FURNACE INSTALLATION SHALL COMPLY WITH THE REQUIREMENTS OF U.M.C. SEC. 704. PROVIDE OUTSIDE SOURCE OF COMBUSTION AIR. FURNACE SHALL BE LISTED FOR INSTALLATION IN CLOSET OR ALCOVE LOCATION. A SEPARATE MECHANICAL PERMIT IS REQUIRED FOR THIS WORK. 5. UNDER FLOOR AREAS SHALL BE VENTILATED BY AN APPROVED MECHANICAL MEANS OR BY OPENINGS IN EXTERIOR FOUNDATION WALLS. SUCH OPENINGS SHALL HAVE A NET AREA OF NOT LESS THAN 1 SQUARE FOOT FOR EACH 150 SQUARE FEET OF UNDER -FLOOR AREA. OPENINGS SHALL BE LOCATED AS CLOSE TO CORNERS AS PRACTICAL AND SHALL PROVIDE CROSS VENTILATION. THE REQUIRED AREA OF SUCH OPENINGS SHALL BE APPROXIMATELY EQUALLY DISTRIBUTED ALONG THE LENGTH OF AT LEAST TWO OPPOSITE SIDES. VENT OPENINGS TO BE COVERED WITH CORROSION - RESISTANT WIRE MESH. 7. FASTENERS IN PRESERVATIVE TREATED WOOD SHALL BE APPROVED SILICON BRONZE OR COPPER, STAINLESS STEEL OR HOT - DIPPED ZINC- COATED STEEL CONFORMING TO SECTION 25.1717 (a) OF U.B.G. STANDARD NO. 25 -17. PERMIT # B92 -0183 CONDITIONS PAGE 2 • ...• I .. 9i rataZatalir 2i =1.. • •k : i!! �' 2 c 'sir= =eirc =_`r .....r !! ! L '7 =C�lili;l �eiii : QiT ..:_h , �- , - s_-r:: :: . 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"• : : : : : : : : : :. ��l1= 11 '11 :i�i�.�' : :i : : :C :L'...'.�iC. -CC _" G: GGG:.:. • - : - - _ - :.._ vim a u :PIPE 1 ' 222 - - - -- " :.:1111:: REMARKS: 4 u 0 I is 2 25 3 35 4 t e11 1'f to \ it ) .. IY WASHINGTON SURVEYING AND RATING BUREAU — SEATTLE, WASH. 75 _ �1(1T t�ti I'_ P M 1" LOCATION Sri 4 S Location 0 Gaup No. Required at 20 p.s.i. — ass VelocItp Pressure Obs. Corr. 65 `J 15 19 t PRESSURE Static Residual yl. Available at 20 p.s.l. ;;J 610 G.P.M G.P.M 04 s.) GENERAL NOTE The following notes apply unless noted otherwise. Code: Uniform Building Code - 1988 edition - ASTM's latest edition LIVE LOADS Roof - 25 PSF Wind - 80 MPH, Exposure B Seismic Zone - 3V = ZIC W /RW = 0.3 + 1. X 2.75 W/6 = 0.1375W Floor - 20 psf partitions + 50 psf live load FOUNDATION Assumed soil bearing 1000 PSF. All exterior footings shall be a minimum of 1' 5" below finished grade. Slabs and footings shall bear on compacted fill to 95% modified proctor - ASTM D -1557 or undisturbed soil. CONCRETE Cover to main reinforcement to be: F'c = 2,500 psi for footings. Ultimate strength design method used. Mixing and placing of all concrete and selection of materials shall be in accordance with the UBC and ACI Code 31B. Proportioning of aggregate to cement shall be such as to produce a dense workable mix with 4" maximum slump which can be placed without segregation or excess free surface water. For admixtures, see specifications. 3/4" chamfer all exposed edges, unless indicated otherwise on architectural drawings. Water curing shall be used. Air entrain all concrete exposed to weather with 3% to 6% air by volume. Reinforcing Steel. All concrete reinforcing steel shall be deformed per ASTM A515 -78, grade 60 (fy= 60,000 psi). Lap continuous reinforcing bars 30 bar diameters, 1' 7" minimum unless noted otherwise. Corner bars (1' 7" bend) will be provided for all horizontal reinforcement. Detail steel in accordance with "ACI Manual of Standard Practice of Detailing Reinforced Concrete Structures." Welded wire fabric (WWF) to conform with ASTM A185. Reinforcing hooks to comply with standard ACI hooks. Bottom of footings - 3 inches Formed surfaces...weather and earth face - 1 1/2 inches ...interior face - 3/4 inches RECEIVED CITY OF TUKWILA MAY 2 2 1992 PERMIT CENTER STRUCTURAL STEEL All work in accordance with "AISC Specification for the Design, Fabrication and Erection of Structural Steel for Buildings," and the "Code of Standard Practice." Structural steel shall conform to the following standards: Structural steel Tube columns Machine bolts Provide minimum embedment for anchor bolts per UBC Table 26G for concrete. Approved expansion anchors may be used instead of anchor bolts in concrete. Conform with ICBO approval for expansion anchors used. All welding to conform with AWS 01.1 "Code for Welding in Building Construction." Welds not specified shall be 1/4" continuous fillet minimum. All welds by certified welders. Use fresh 70XX electrodes. See specifications for items to be galvanized. FRAMING LUMBER Grades conform with WCLB "Standard Grading Rules for West Coast Lumber" or WWPA "Grading Rules for Western Lumber" latest edition. All lumber S4S of S -dry unless noted otherwise. Use Typical unless noted otherwise: Light framing (2x4 to 4x4) 2 X plates 2x6 studs & 2X joists & rafters 4X beams (full sawn) 4X plates & ledgers Where specifically noted: 2X joists & rafters ASTM A -36 (Fy = 36,000 PSI) ASTM A -500, Grade B (Fy = 46,000 PSI) ASTM A -307 Grades & Species Allowable Bending Std & BTR Doug Fir #2 Doug Fir #2 & BTR Doug Fir #1 & BTR Doug Fir #2 Doug Fir Fb =635 PSI (Rep.) Fb = 1140 PSI Fb - 1310 PSI (Rep.) Fb = 1150 PSI Fb - 1050 PSI #1 Doug Fir Fb = 1380 PSI (Rep.) Bolt heads and nuts bearing against wood'shall be provided with standard cut washers. All wood in contact with concrete or masonry shall be preservative treated. Use standard length common nails per UBC Table 25 -G for all nailing except where shorter nails provide the required penetration in plywood diaphragms. Provide min. nailing per UBC Table 25Q unless noted otherwise. All hangers, ties and connectors are Simpson. Other manufacturers with ICBD approved load capacities equal to or greater than that specified may be used. Nail all holes with nails as specified by manufacturer. Cut no holes in any structural framing without engineers approval, except that 1 -inch diameter holes may be drilled in 2X studs and plates - no more than one hole every 6- inches. GLU- LAMINATED WOOD MEMBERS Glu- laminated wood beams, coast region Douglas Fir conforming with ANSI /ATC A190.1 - "American National Standard for Wood Products - Structural Glued Laminated Timber and ATC 117 -83 design and manufacturing. Use combination 24F -V4 (DF /DT) Fb -2400 PSI for simple span beams and combination 24F -V8 (DF /DF) Fb -2400 PSI for cantilevered beams. Bottom lam to be free of unsound knots larger than 1/2" diameter. Material must be obtained from an approved fabricator. All glu -lam beams shall fit snug and tight in their connections and develop full bearing as indicated. Provide ATC stamp on each member and submit ATC certificate. Adhesive to be "wet use." Industrial appearance grade. PLYWOOD All plywood to conform with U.S. product standard PS 1 -83 and American Plywood Association (APA). Typical roof sheathing 1/2" CDX 32/16 (5 ply) Typical floor 3/4" T &G 48/24 All nails 10d common (9 gauge, 148" diameter) with 1 5/8" minimum penetration. Space as shown on plans. Underlayment per arch. TRUSSES Fabricator shall submit shop drawings and calculations stamped, signed and dated by an engineer licensed in the state where the project is being built prior to fabrication. Shop drawings shall include truss layout plans. Calculations shall include truss end bearing and uplift. Include mechanical and other special loads as noted on plans in design. Provide additional trusses as required. Truss bridging and blocking shall be as required per fabricator's specifications. INSPECTIONS Inspections are to be per UBC Section 306 and are to be by an independent testing lab approved prior to starting construction by the building department and the engineer. Foundation: Concrete: Reinforcing: Inspect footing excavations and provide compaction tests as noted above. Take concrete cylinders as required, verify slump and strength. Verify all reinforcing is placed in accordance with approved plans. Check for required cover, size and grade. 3 Conc. Anchors: Roof & shear walls: Call Building Department and engineer for nailing review prior to roofing or covering walls. Welding: SHOP DRAWING SPECIAL CONDITIONS STAIRWAYS ENERGY MECHANICAL All field installation of conc. anchors is to be in accordance with ICBO and is to be continuously inspected. Contractor is to have a copy of ICBO evaluation report on site for conc. anchors used. Inspect all field welding. Verify certification of welders. Contractor shall pay for rewelding and reinspection of all welds not meeting specs. Inspector shall notify structural engineer of welds not meeting specs. Submit 2 sets of prints of shop drawings and 1 set of reproducible sepias of shop drawings to engineer for review after contractor has reviewed and stamped for compliance and prior to fabrication for: GLU -LAMS, STRUCTURAL STEEL, MISCELLANEOUS STEEL, REINFORCING STEEL AND TRUSSES. Contractor shall verify all dimensions in the field and shall provide adequate shoring ana bracing of all structural members during construction. Contractor shall notify engineer of all field changes prior to installation. Note to mechanical and electrical trades. Contractor shall submit plans showing location, load and anchorage of all hangers supporting any mechanical, electrical, plumbing or sprinkler loads in excess of 50 pounds. Stair construction shall comply with Section 3306 of the Uniform Building Code, 1988 Edition. Shall meet the State of Washington Energy Code Prescriptive Requirements, 1991 Edition. Separate mechanical permit to be applied for. 4 PLUMBING Separate plumbing permit to be applied for from King County Health Department. ELECTRICAL Separate electrical permit to be applied for from State of Washington Department of Labor and Industries. sbplettrAsnbtdgen.nts 72/ 92 Lu ✓7c (U W 5 TYPE SIZE 4 4 13 z °x 3 . C � n 3 //341.9' h4 5LP LO ( 7oc/ta /4-N- 0Q-QC cc is G TaL? I�v -ecZ /73 /4 zG. C� 73. 33 26. ('/ Z 17 77 69 c,, ✓Aec 441- Maxi d7tirc Tc..4. 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(.v► 7--m 19 k c.Je, -,rs / 'o t4,ArTS r. -s)-71 > --ory - S - 111-1 :PccT- res 3. 7 40 est.i gt)(11 334i 4 - , 4T - Ts 3- *4 Cv 4 TTS . n / /ok,, • • MAY 12 '92 3:42 P4 Parabolume e'p • ..: Also'a vaifable -itilth ;12:.e.-6,.18; cells•_ FROM SEA —TAC LIGHTING tErg_ie • £ ` t"r ir► (r,lratiaf in "gmoeed•yiriiS • . ' ' • :erTrrtgs:,tldXr :wtn J�3 +vidtfiee:cl:,,� : end ` ;, inr�cir'tw"i'1�e,hdiahb e.:2.' iflow©d ::'• :,• • Tyre s .17 Type M o Fa: tnc�,pelt::eiF .cgs• "FI(•itr'syra'9'rct.ud� •ad:Tfin'•*grr< mpctuliz.n.<s1oirzti•Fnc ;.sign ants tnc /de:v- a adrAtatb Wn • am`:.. _ % fet 4 /r0! r WaLs]�*CLYC0c8Dtisgs. i F:er;the.t::."sai er:Olusrurboardtpfse ovit -. itH't levit•witfi p+vpk ' : ,tr8a.i7vet:ipsin g,•ers•,ded, f4minar.inw 'sicedei ttet{ r •ot t ree_xact J(ct d' : co; ceak "fG ot,C41l 9.OpC!retg vV4ng ; • s •■••�.: t3::s c:::. %�a•1/04=rt 7:42.1OtrJ!•lr Y, i • t M: to o.d•ting inrwr,CJOr set. ono tp;cinepuJra xb;oV::a dw-nyc v htme:: flD. P.O. Box 2767, e808 N. Sullivan Pod. (99Z16); Spokane. WA 99220.2787; (509) 524 -7000 TO STUNT PAGE.001 P4 -243G -43363 2'x 4' Parabolic 3 Lamp; 18 Cuts Job Description • 3" deep parabolic louver provides controfied widespread distribution without wcrificing high visual comfort.. • Pre- anodized louver provides years of maintenance free operation with maximum glare conlroL • rr ated louver assembly provides precise baffle fit inswing 'gap free louver cornets. • Proper Tamp position provides maximum efficiency with cantfoiied widespread distribution. • Full black reveal provides floating louver appearance. Construction Luminaire housing and _nticaps are constructed of die formed code gauge CR steel. Anodized aluminium Louver is secured in open or closed position by die formed steel , hinges. Lcuver hinges from either side. A mechanical right trap prevents tight leeks. Latches are finger tip actttat'd, pas:tive feed type, fabricated of spring steel and cony p(eteIy concealed in the black reveal. Finish Painted parts are treated with a five stage phosphate bon- . ding process and finished with a high temperature baked white enamel. For post painted housing suffix cam1og . number with PAF Regressed slots are. fiat black. Linters are standard semi - specular natural anodize-6 aluminum (No. 43). Also evailable in specular (No. 42).. ferric gold (Na. 47), champagne Gold (No. 43) and semi- specular low iridescence (No. 49) for use with t0-phosphor lamps. Air Handling All supplylreturn and sir extract functions are shown on the reverse side cif this sheet end are available as a specified option. Directional control vanes and /or extract dampers must be specified. Air extract slots ore located out of sight in endcaps. Air ternoval data is on reverse side of sheet. Installation For fast wiring connections without the necessity of open• ing f;xtere or wiieway, a flex connector adapter plate is fumishod with caeh luminaire. Plastic dust cover which eliminates construction dust and protects the temps is included. Labels & Elect All luminaires are listed with U.L- and bear U,L recesse.d fixture lebels. Completely wired with standard class "P', thermally protected, resetting, HPF, CBM. ES3 ballast. Sound rated A. All batfast leads extend a minimum of through the accts plate..Standard wiring inboard /outboard. l Input wars: T 12 = 129, TS s 107. Ceiling Compatibility g Lurninaire is available to it most standard ceiling types as shown at the ieft For infornatiort on compatibility with specific ceilings contact your Columbia representative. Luminaires for concealed suspension ceiling are famished with necersary earthquake clips and /or wing hangers, P42 W 0 12 • 9 0 6 a t i l s ta mea V1 LA. 5=• Fr- 6 . ) ilw w S #i ,�hc y .4/ 7. C L,.hc.,41 iti ltiS 7 5 ri /7/ 3Z L, r)ea./ g �- = / y 3V. 5'D 4,a 1•s r ..2:_ to2rr5 L/ pia 'Sc s,T l •e (, n p� • te e 3,1 73 cc.uor-rs/ r-rs/ A vr•e h 4XI nL( r7 ..., 1991. FDLrm MIIR 6-7 CIHI'R TIM =OP R 00:01P11C239 29E3=1P21912 R 2203 omacteur SPACE atICIITIrtilliG 9119339% TOR AMC AMC IY ► /cenzr l R-30 R-30 =ER= i6 un R-12. R-11 ND= OVER (1 TIDMD SPACE R-U R-11 SEIM GRAM SALM R-4 R-5 SIAB cif come 133XES R-7 R-10 n'dAT.Dt1 TYPE Doubla Double 197034116 ►t GEAR= ARM (t of Gross Pact rior 14111 Anna) 32% 22% t insulation shall bd a water- rssiatant notarial., manufactured for its intended use, and installed to manufacturer's specifications. _ 'Double' denotes a minim= air space batman glazing; of 1/2 inch. ?6Cotswerr;712%l".ort,,t tntazt ins.; ttrastbpitret 363muSoi atco cVmLtgKddC Pny Rr+ e , . s�. wrwrvmioc. a. r: ns:. ee.+ aqr. s, �wrcx' evp�r. xrnuvrm- a:�v�voow.wo...� +:�ur+vynioecwr :a.*+wur+rwa�a f fi t, • • 5 • t t t H z 0 0 e i E.ef b. , FITING FIRE D lNT '..1.4Lr,,•.�'1�i. SERVICE 5..:: wYn:''s•il n 0 i' E i F.T.:,1 0 1 Eil ld ' I I I a 7...7 4 n ..._ p4 17,- r ; 1 i F,,) I E- ilmf 1 c,., a 13.. _ G f" tr ,TT'.R . •� ! a EX?STING 0. ^FICE FF 26.33 TNNIS COURT 25.25 4 - s 25.47 -1--j 20 -- T EXISTING CLEANOUT EXISTING 4" LATERAL 'POW + Srrtra..4"s xnum<s.vsaaca^.irxz m1rsesmaw ra _4. xsarr 11,W44ntwaWis46120vs00r4174ss vas�oon'e✓ +rwwwn..• .. _ - s y va.sir.v;+:a ai` �s! r�K` lif3t;..,,«. rlsral ,w'�5te'✓;r�'L:Lei?M�..GS >,£ 4:4f:..1 r99t1r *,;,.VW, .. %'S T-F ;,:tamfowr_ 4;%,Fatoeta'.S{w'#3iv' z'wklZert i t:.$?4 ':Y.aei - i:J`�2itatt Y' 3k,:wim d REMOVE EXISTING SEPTIC TANK, s ' AND CONNECT �.I.� S �A.LL A CLEANOUT �.� III .� THE NEW AND OLD OFFICES TO THE 4" LATERAL. EXISTING ASPHALT CONCRETE PAVEMENT NEW 4 PVC PIPE 0 2.0% MIN SLOPE EXISTING ASPHALT CONCRETE PAVEMENT EXISTING 8" COLLECTION LINE EXISTING FIRE HYDRANT 23.83 + c – EXIST NG CB i L E 1—C HANDICAP SIGN FF 27.6 EXISTING SANITARY - S��EWER1�/ MANHOLE Er BUILDING 781 SEPARATE PERMIT AND APPROVAL REQUIRED teiror■,,.aa.w■t Date 7 1. ?� C 7 Permit No 01 ELFSIVICAL MECA4NsitcAL ?L4 M t . Cp PY underst nd That the Plan Check approvals are lAtbiect to erri' irw ot- ois;on and approval of Mans does not authorize the violation v +41,•y' adopted code or ordinance. Receipt of c, ,^trrictor's copy of approved ple,1S ackoowleds+d. OFFICE ADDITION 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF TUKWILA D71 °i.A: cTMErIT OF PUBLIC WORKS STANDARDS AND IL'EQUT.I;EME:M. EXISTING OFFICE SPACE PROPOSED OFFICE SPACE TOTAL OFFICE SPACE PARKING STALLS REQUIRED ffi 21.18 — 8,465 DIVIDED BY 400 PARKING STALLS PROVIDED = 27 OUSTING) THAT PORTION OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, WM, IN THE CITY OF TUKWILA, COUNTY, OF KING,, STATE OF WASHINGTON, LYING SOUTHERLY OF THE SOUTH MARGIN OF SOUTH 180TH SITEE1`, WESTERLY AND NORTHERLY OF THE WEST AND NORTH BANKS, RESPECTIVELY, OF THE GREEN RIVER, AND EASTERLY OF THE EAr` MARGIN OF SOUTH — CENTER PARKWAY, EXCEPT THAT PORTION O. ' THE ABOVE DESCRIB'1�D PARCEL OF LAND,. BEGINNING AT THE INTERSEC'T'ION OF SOUTH 180TH STREET AND SOUTHCENTER PARKWAY, THENCE EASTERLY ALONG THE CEN'T'ERLINE OF SOUTH 180TH STREET A DISTANCE OF 558.28 FEET; THENCE SOUTHERLY AT A RIGHT —ANGLE TO SAID CENTEP.1 E A DISTANCE OF 36 FEET TO THE SOUTH MARGIN OF SOUTH 180TH =Err AND THE TRu. POINT OF BEGINNThiG; THENCE CONTINUING ALONG SAID LINE S 02°09'51' W A DISTANCE OF 385.77 FEMIT; MINCE N 87 W A DISTANCE OF 424.8') FEET; THENCE S 88 O2 °37" W A DISTANCE OF 103.76 FEET; THENCE S 60 W A DISTANCE OF 78.44 FEET TO T ;AST MARGIN OF SOUTHCENTER PARKWAY; THENCE N 10 ° 08'58" E A DISTANCE OF 419.74 FEET, MORE OR LESS, TO TIME Sty U'II I MARGIN OF SOU`T'H 100Th STREET; THENCE EASTERLY ALONG SAID 2OU'T'H MARGIN OF SOUTH 180TH STREET A D'ISTAF CE OF 534.79 EMT, MORE OR LESS, TO THE TRUE POINT OF !BEGINNING, AND EXCEPT THAT PORTION OF THE ABOVE DESCRIBEIL PARCEL OF LAND LYING SCUMMY OF A LINE DESCRIBED AS FOLLOWS: BEGINNING ON THE EAST MARGIN OF sotrrimacut ?I:RKSrAY AT A POINT WHICH BEARS S 19°31'50" W A DISTANCE OF 2,444.00 FEET FROM THE INT'ERSECIION OF SOUTH 100TH, °f t12L- or AND SOUTEI ENT' ' PARKWAY, THENCE S 06 31'54' E A DISTANCE OF 342.27 Ii` :Iea'T, MORE OR LESS, TO THE NORTHERLY � ANK OF THE GREEN RIVER THIS DRAWING IS THE PROPERTY OF M.A. SEGALET, INC. IT IS LENT AND IS TO BE RETURNED UPON REQUEST. THE DESIGNS AND IDEAS SHOWN HEREON ARE THE PROPIRTY OF M.A. SEGALE, INC. AND SHALL NOT BE USED, DISCLOSED TO OTHERS, OR COPIED, IN WHOLE OR IN PART, WITHOUT WRITTEN PERMISSION. • te ' .� Yr� s •x. K c rs •r 1 F "_ III111I W IIII IIIl11IIIIIII11th 0 10 THS INCH 2 . t 3 92 Sz 4 72 ' £2 22 12 O? Cat 91, Gl 9t St tit £t II,1111P1111(I1)11 i dU 111111P,11U11111 I'.: I1IIIIIIIIIIi't) tli ;!`!MITI I It 111111 !11111`6 II owl 1 I 4 5 6 7 NOTE: - if the ffiicrof11*ed document is less clew than this notice, it is due to the quality of the original document. ! u 01. s Ili1i111 111111 111 11,11IIHI 1111;1 { 111 1111 111iIi !111111 IiiiIIIII 1j 11l1i11.111III11111111111111 • 9 1 Iii III II II! III III III 111 III III III 1 1 ! 10 I ( 1 °MARV 1 2 VICINITY MAP SEGALE BUSINESS PA..- K rdwasursmg 0 600' 1200' 1800' PARKING CALCULATIONS LEGAL DESCRIPTION msmots*ue..raaawraae.ww.Max.s.u,> mamasamosonoweacusmagesttatimosweetsvegotziaciesisk = 8,486 SF 1,980 SF 8,405 SF N .r • <z SUB .w .�... t SITE PLAN i mudemotwasloomeriewmmairaimesamoionommiumerometasiormsnanswi NE COR SW 1/4, NE 1/4 EC 35, T23N, R4E, WM CITY OF TUKWILA APPROVED 10/2 rs "' ')Itr1G DIVISION RECEIVED CITY OF TUKWILA JUL 1 U 1992 PERMIT CENTER AUTO CAD FILE F:11 OFFICE �N1 WiLV[ Yaw.�M1ltll.M a. hM. kMbtlMMiyel/. 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L - • O • • 4 • • 4 • • • 0 •• • • f • • • • • • 4 . • • 4 e .' • 9 • • 0 r • • • • 4 4•• 0. 0 0 4` •• 4••• 0 0. 4 1 • • • • • • • • 0 • 4+ 0 • • • • 4 • • • 4 • 4 • • • • • 4 4 • 4 • • • • 0 e 4 • • • • • • 4 • 4 • 4 • • • • • • • 4 • • • 4•• 4 9 0 4 4 • • 4 • • 4 • O 1 • ••• 9. 4 4 4 9 4 • 4 4 • • • • • • • 4 4 • • 4 • • • 4 • e• ••• 4 0 0 • 4 • • • • • • • • 4 4 • • • 0 • • • • • 0 • • • O 4 4 • • • • • • • • • • • 4 • • • • • 4 • • 4 4 • • 4 1 • tl 0 1 4 41 9 4 4 • • 0 • • • 4 • 4 0 •. 6 .• 1 0 4 • • • • • • • • s • • • • 0 • • • • 4 • 4 1 4 • i 1 Y?. 0 • EXISTING OFFICE '' 28.33 • HAN ACC TENNI COURT .....- _ W PLOT ELAN = 2 . ///)1 -7 " • �^•� 8.0 ICA1[- SS 0 E S 25.21 I 25.47 + 1 - 20 • ' 1 t • t EXISTING CLEANOUT EXISTING 4" LATERAL REMOVE EXISTING SEPTIC TAN INSTALL A CLEANOUT AND CONFECT THE NEW AND OLD OFFICES TO THE 4" LATERAL. EXISTING ASPHALT CONCRETE PAVEMENT - NEW 4" PVC PIPE 0 2.0E MIN SLOPE 85' 10" NEW- TEMP ORAL MODULAR OFFIC FF 27.0 EXISTING PARKING STALLS EXISTING ASPHALT CONCRETE PAVEMENT i EXISTING 8" COLLECTION LINE- .1 HANDICAP SIGN 23.83 + EXISTING CB TE 1-C THIS DRAWING IS THE PROPERTY OF M.A. SEGA14Ir, INC. IT IS LENT AND I9 TO BE RETURNED UPON REQUEST. THE DESIGNS AND IDEAS SHOWN HEREON ARE THE PROPERTY OF ILA„ SEGAIIS, WC. AND SHALL NOT BP USED, DISCLOSED TO OTHERS, OR COPIED, IN WHOLE OR IN PART, WFflIOUT WRITTEN PERMISSION. BUILDING 781 FF 27.5 EXISTING SANITARY SEWER MANHOLE IE 17.00 8" THAT PORTION OF szonoN 366, TOWNSHIP 23 NORTH, RANGE 4 EAST, WM, IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON, LYING 8OUTHR LY OF THE SOUTH MARGIN OF SOUTH 180TH STREET, WESTERLY AND NORTHERLY OF THE WET AND NORTH BANES, RESPECTIVELY, OF THE GREEN RIVER, AND ELY OF THE EAST MARGIN OF SOUTH- CENTER PARKWAY, EXCEPT THAT PORTION OF THE ABOVE DESCRIBED PARCEL OF LAND, BEGINNING AT THE INTERSECTION OF SOUTH 180TH STREET AND SOUTHCEr1TER PARKWAY, THENCE EASTERLY ALONG THE CENTERLINE OF SOUTH 180TH sTREET A. DISTANCE OF 558.28 FAT; THENCE SOUTHERLY AT A RIGHT-ANGLE TO SAID CENTERLINE A DISTANCE OF 38 FFST TO THE SOUTTi MARGIN OF SOUTH 180TH STREET AND THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID LN?E 3 02' 09'51 W A DISTANCE OF 386.77 FEW; THENCE N 87'50 W A DISTANCE OF 424.88 FEET; THENCE S 88°02'3'?" W A DISTANCE OP 103.78 YET; THENCE 8 59'25'27" W A DISTANCE OF 78.44 FEET TO THE EAST MARGIN OF SOUTIICENTER PARKWAY! THENCE N 10"08'54" E A DISTANCE OF 419.74 FLIRT, MORE OR LESS, PO THE SOUTH MARGIN OF SOITTR 186 ter!" STREET; ':ONCE EAS'T'ERLY •ALONG SAID SOUTH MARGXN OF SOUTH 180TH STREET A DISTANCE OF 534.79 FEAT, MORE OR LESS, TO THE TRUE POINT OF BEGINNING, AND EXCEPT THAT PORTION OF THE ABOVE DESCRIBED PARCEL OF LAND LYING SOUTHERLY OF A LtNE DESCRIBED AS FOLLOWS: BEGINNING ON THE Rita MARGIN OF 8OUTHCENTER PARKWAY AT A POINT WHICH BEARS S 19'31'50" 'W A DISTANCE, OF 2,444.00 Fes' FROM THE INTERSECTION OF SOUTH 1801$ STREET AND SOUTRCENTER PARICWAY THENCE S 88 31'58" E A DISTANCE OF 342.27 F'EST, MORE OR LESS, TO THE NORTHERLY BANK OF THE GREEN RIVER. I. ALL WORK SMALL BE PERFORMED IN ACCORDANCE WFI'H THE CITY OF 'TUKT IIA DEPARTMENT OF PUBLIC WORK STANDARDS AND REQUIREMENTS. i • 1 4- • • 4 . • OFFICE ADDITION / 7 / ESTING OFFICE SPACE PROPOSED OFFICE SPACE TOTAL OFFICE SPACE PARKfNG STALLS REQUIRED PARKING STALLS PROVIDER �. 8,485 SF x* 1,980 SF 8,465 SF NOTES R 1i >� VICINITY MAP SEGALE BUSINESS PARK 0 600' 1200' 1e00' FARKING CALCULATIONS �► 21.16 ; 8,465 DIVIDED BY 400 27 MISTING) LEGAL DGSCRIPTTON SITE PLAN NE COR SW 1/4, NE 1/4 SE C 35, T23N, R4E, 20 AUTOCAD FILE F':H OFFICE M.A. SEGA INC. T� WA t airs -�a� NEW MODULAR OFFICE r; z A r w, i J 1 111111 I ( I, III 1111t111$11111111111.* 1 I II I [TIT f JIlIpll MI'. 0 107HSIHCH 1 2 3 4 5 6 7 8 ` win: If the microfilmed ducument is less clear than this notice, it is due to the quality of the original document. 06 6Z 84 LZ 9Z Ge W CZ ZZ tZ OZ 6t 8t Lt 91 GI 4 76 Et Zt tt 01. 6 8 L 1! 1 1 1 , I 1 1 J l l l I I �II)Ifilll Lllfflf!I illl��lil Illlfllll I111ft{II !i!I�IIIII!f�'Ilalf�llll�ill! lU�lil iLll�!III�IIiIIIIlI llllfllll ililfll! I11�111! llllfllll iliffllll Illl�illillllJfl�ll I Illfi!If l il�l�f11R !Llffllll i Illlfl)II !lilf)Illilll 1IIII 1111kI11111 1 11' 1'1 1 1'11 1 11'111'11j1111 9 10 11 µ144G R4mY 12 ;. s i7 C 2 t wv1 0 llll� llil, lillflllil1111�11► Illlllfllllllll !fllllllllf�llll� memmansmossmuntmelimmummemmomsr APPROVED PER PUBLIC WORKS T TPP n AT " n RECEIVED CITY OF TUKWtt,A MAY 2 2199 PERMIT CENTER 1 7' r, / . . A . 1 rik. _ --..• . .... L , I . .,,, . ' ---... _ __ - le - , 1 1.. 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