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Home My WebLink AboutPermit D98-0184 - CENTER PLACE SHOPPING CENTER - PARAPET, TOWER AND DOUBLE CHECK VALVED98 -0184 17005 Southcenter Pkwy. Center Place Shopping Center City of Tukwila .. Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL,PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 262304 -9069 Address: 17005 SOUTHCENTER PY Suite No: Location: Category: ARET Type: DEVPERM Zoning: TUC Const Type: V -N Gas /Elec.: Units: 001 Setbacks: North: .0 South: .0 East: .0 West: .0 Water: TUKWILA Sewer: TUKWILA Wetlands: Slopes: Y Contractor License No: EKENTHI159B4 Permit Center Authorized Signature: Signature: / Print Name__- , /t 1 f,r 4 .6s�,,,WXr -r•' DEVELOPMENT PERMIT Permit No: D98 -0184 Status: ISSUED Issued: 09/09/1998 Expires: 03/08/1999 Occupancy: STORE UBC: 1994 Fire Protection: SPRINKLERS Streams: (206) 431 -3670 OCCUPANT CENTER PLACE SHOPPING CENTER 17005 SOUTHCENTER PY, TUKWILA WA 98188 OWNER MIKAMI MASAO AKIKO SHIMATSU, 4507 S 160 ST, SEATTLE WA CONTACT MEL MAERTZ Phone: 425- 670 -6706 22000 64 AV S, #2F, MOUNTLAKE TERRACE WA 98043 CONTRACTOR E KENT HALVORSON INC Phone: (206) 885 -1983 9840 WILLOWS RD NE STE 200, REDMOND WA 98052 r****************•************************************ ** ****** ******** * *** ****** ***** Permit Description: REFINISH AND ENLARGE EXISTING PARAPET AND EXISTING CENTER TOWER AND REPLACE AN. EXISTING SINGLE CHECK VALVE WITH A NEW DETECTOR DOUBLE CHECK VALVE ASSY INSIDE A FIRE VAULT LOCATED INSIDE A PLANTIC STRIP • ON THE EAST SIDE OF THE PROPERTY. ****************************************** * * * * * * * ** * * * * * * * * * * * * * * * * * * * *** Construction Valuation: $ 279,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N . Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N . Private: N Public: N **************************************************** * * * * * * * * ** * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 2,945.21 * *************************************** *********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Date: g-9-- _ -- 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 provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. Date: 9 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. CITY OF TUKWILA Address: 17005 SOUTHCENTER PY Permit No: 098-0184 Suite: Tenant: Status: ISSUED Type: DEVPERM Applied: 06/01/1998 Parcel #: 262304-9069 Issued: 09/09/1998 k.141(*kk****kA*k*********k A ******kk*kk*****kk**klekk***4 Permit Conditions: 1. No changes will be made to the plans unless approved by the Architect or Engineer and tne„Tukwil a Building Division. 2. Electrical permits shall!',Wobtained ,through the Washington State Division of1abbyan'elndustries4n60-1, electrical work will be inspeAtedby,that agency (24=6630),-. , 3. All permits, inspection %records, and approved - PTansshall be available at the i.ob'site'prior the sbailf anicon- struction,06ese documents are to be maintained an42;evall able until.final i'ntection approval is granted. 4. All construction.-to be done jtvconformance,with plans and rectiirements of theAintform Building Code J195Tz.'. Edition) as amended, Uniform Mechanical Code '(1997,:Editisdn)„ and Vashinaton State EnergY.'code .(1997 Edition) , , S. Validity Of permit. The issuance of a permit or",apOr641 specifications, and computations shall not.q)e,con- strued to he a permit:for., or an approval of, any Vio1440n of any of theprovisiOns of the building code or of,anki.,, other ordinance of the jurisdiction.) No permit preSumfng 91.4 violate or cancel the provisions of this code shall be valid. %. 6. When is owner, arChitedt engineer shall 'notify/the TAwila Building Division 'of the inspection agencies ;prior to the first building inspection. yeopies,Of'all,specCal inspection reports shall be submitted,to.tieBuilding Divtsion'in a timely manner. RePorts.shalr,cOntaln project naMe, permit number and:type Of tnSpection being performed. , 7. The sPOlal inspector shall submit aJjnaT'sygnedrepOr statinik:Whathetthe +Work requiring speciainSpa4lon.Wi*.c to the b'eSt0fOie. inspector's knowledg in conif&-menc* with approved plans and speciftcatiOns and the applicable workmanshiPpovisions of ttieAlgic..::,ry, 8. All highstrengtb.bolting shall he special inspectd (UBC Sec. 306(a)6). , -- 9. When special inspactn bith architect or t he Building Division of appointment &C agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner.' Reports 'shall contain address, project name, permit number and type of inSpection being performed. 10. All structural welding shall be done by W.A.B.O. certified 11. welders and special inspected (UBC - Sec. 306(a).5). • • ******* PUBLIC WORKS ******* THE APPLICANT MUST NOTIFY THE CITY UTILITIES INSPECTOR OF. • COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. FOR AN INSPECTION CALL (206)433-0179. 12. Temporary erosion . control measures shall be. Implemented as the first order of, business to prevent sedimentation-cff site or intoexistin9 storm drainage facilities. 1 3 . L e .si.te sha11•ha.ve Permanent 'erosion control measures in place as soon as passible after tinal grading has been completed and prior to the Final Inspection. 14...`Al 1..doub l e check ire i ve assemblies shall be approved by the State Department of Health. 15. APPLICANT SHALL COORDINATE DDCVA INSTALLATION WITH ,TUKWILA FIRE DEPARTMENT. @ (206)43' - 1859.. Project Name/Tenant: C.EKI TER R. PLACE 6i-to PP (n LEQTECZ Value of Construction:3 Z.79,O00 i' If yes, extent of change: (Attach additional sheet if necessary) Site Address: City State /Zip: 1 D0 5- 17I 79 Souratc.f.rarEm _ PKW TUK.WrLA °1 1$`b Tax Parcel Number: Z(.Z301-1O4q 0S, 1.6,Z 501 - of010-eS zt.Z3o't-go - ot- f Property Owner: PiNty Ac.-LE 12.641.- `( PAA0A(,t €ME►.1T LOM I nt'i Phone: Zoe. - Attb - 9800 Street Address: Mot SEcoNp hJE `a SUITE !Id City State /Zip: SEPTrt.E WA ctSLOH Fax #: ZO(o- Z33 - 033 I Contractor: 'Co " 'fz,Mtrt,E7 Phone: - (%B 3 BE Street Address: • - City State /Zip: - a - .Z Fax #: _ 93 z. Architect: CON NIELL DesurN GtRDU o Phone: N Z ti _ `70 - 670C, Street Address: City State /Zip: ZZ000 (e1 -1TH AYE uJ # Z F MOUafTLAKc ?ERR 9150'13 Fax #: 4Z5 - 771-1- $ Z I ci Engineer: Phone: Street Address: City State /Zip: Fax #: Contact Person: ME t_ M A EPTZ Phone: '1 15 - (.7o - re 70 G. Street Address: City State /Zip: 1.Z00n (0 AKE Lk) to Z F M LT WA 9.edCD' -13 Fax #: 4l5 - 77 - $Z 1 c Description of work to be done: REFINISH ANIS GNLARGIE EA 1ST tr &. PARAPE AND EXtSTiL 1 CE?JT 1 Du, E R. Existing use: ® Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse Hospital ❑ Church ❑ Manufacturing El Motel /Hotel ❑ Office d School /College /University ❑ Other Proposed use: on Retail ❑ Restaurant El Multi- family Cl Warehouse CI Hospital ❑ Church ❑ Manufacturing ❑ Motel/Hotel ❑ Office ❑ School /College /University in Other Will there be a change of use? ❑ yes ® no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes ® no Existing fire protection features: . sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: N I A existing Area of Construction: (sq. ft.) ►.I / A Will there be storage of flammable /combustible hazardous Attach list of materials and storage location on separate material in the building? ❑ yes ® no 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OF TUt("VILA Permit Center • 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 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. Date application accepted: CTPE1 Mt'T.DOC 1/29/97 APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING : :. Additional reviews ma be determined .b the Public Works De•artment ❑ Flood Control Zone ❑ 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 #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal ❑ 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 expires: / - -/'9 -- ❑ Hauling Schedule: Applicatlo to en by: (initials) PLEASE SIGN BACK OF APPLICATION FORM BUILDING OWNER OR AUTHORIZED GENT: Signature: /µ,_7 Date: S_ i5 ..,96 Print name: M ATTM e �t 1�ANtP Phone :,-1ZS - L'Tb r.7OC. F a x # :LtZ5..774 _gZl9 Address ZZ OOO 64Tri AvB w Z F City /State /Zip MI...T �,JA 9 3 ALL COMMERCIAUMULTI-FAM.Y TENANT IMPROVEMENT /ALT ATION PERMIT APPLICATIONS MU BE SUBMITTED WITH THE POLL ING: ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, `STRUCTURAL ENGINEER OR CIVIL ENGINEER • 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 : ❑ 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). g ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ 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. ❑ ffi 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. alb ❑ 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. El ❑ 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 201 Smith Tower, 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 LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPC RMIT.DOC 1 /29/97 Accooht Code 000/322,100 000/345,830 000/386.' *++»k*+4***AA+^*+***+*4+*+AA�h*A* ./ CITY OF TUKNILA, NA ' ` ' ` :TRANSMIT': +�*++++++a*4**+A+*^***+++�+++**+*^++�**�^++�*��+++a++�«+++*�*' *�� . 1R.ANSM7T Number: R97OO827Amount: 2,94t,21 .00/09198A.0:10 Payment Method: CHECK Notationt:EKENT HALVORSON ��nit: 8L' Permit No: D98-0184 Type: DEYPE8M DEVELOPMENT PERMIT Parcel No 262304-9069 • � S ite Address : 170O5 SOUTHCENTEH PY : Total Fees : 2,945.!1 This Payment 2.945,21 Total ALL ;Pmts.: `� � 2 „94.5.21 Balance: ++a*A***a+++*L**+++4aa*4*+4+*4^*4+++++*o**v+a+*++a++***^*.***` Description . BUILDING - NGNRES PLAN CHECK - NOURES . STATE BUILDING SURCHARGE` Amount 1,70'2.25 1 , 4.50 W?,/,'Q 9T�7 � TOTAL �q��^t ~~~. ' ' 12" MIN. 8" MIN. r — r I ,1 2MN " MIN. 12" MIN. ELBOW DOWN 30" -45' BEND PLAN VIEW ....... ............. 6" MIN. COMPACTED FOUNDATION GRAVEL UNDER VAULT 38 " -48" IN 50' OF HYDRANT • • 12" MIN. TO BUILDING END VIEW SIDE VIEW NOTES; 1. DESIGN FOR 4" THRU 10' DDCV. 2. SEE ATTACHED NOTES AND MATERIAL LISTING. City of Tukwila DETECTOR DOUBLE CHECK VALVE ASSEMBLY AND VAULT Not to Paolo. DATE: 11/26/96 WS -11 ■ IY1 M..•r,.i.no•1++111 MATERIAL LISTING; 1. 3/4" SHACKLE RODS WITH STAR BOLTS AND ASPHALT EMULSION COATING. 2. 4 MIN. D.I. CLASS 52 PIPE. 3. PRECAST CONCRETE VAULT WITH HINGED STEEL PLATE COVER, DIMENSION TO VARY WITH SIZE OF ASSEMBLY. 4. O.S.HA APPROVED LADDER IF OVER 30' DEEP. 5. PIPE SUPPORT STAND UNDER EACH CHECK VALVE. 6. COPeER OR BRONZE BYPASS WITH AN APPROVED OCVA. 7, .3/4 WATER METER. 8. APPROVED DDCVA IN MAIN LINE WITH TWO RESILIENT SEATED SHUTOFF VALVES AND TEST COCKS. 9. 10 ", 8 ", 6' OR 4" COUPUNG ADAPTER, FL 10. 10 ", 8 ", 6" OR 4 "FL•PE D.I. CLASS 52 PIPE LENGTH TO FIT. 11. GROUT INTERIOR AND EXTERIOR ALL AROUND PIPE USING NON- SHRINK GROUT. 12. 10 ", 8 ", 6" OR 4" GATE VALVE FL•MJ WITH POST INDICATOR VALVE. 13. FLANGE TEE ASSEMBLY SIZED ACCORDINGLY. 14. FLANGED 90' BEND. 15. 4" OR 6" D.I. CLASS 52 PIPE FL•FL 16. 4" OR 6" 90' BEND, FL 17. 4" OR 6" D.I. CLASS 52 PIPE, FL 18. 6" 90' BEND, FL 19. UL LISTED 5" STORTZ CONNECTION WITH 30 OR 45 DEGREE ELBOW. 20. 6" D.I. CLASS 52 PIPE LENGTH AS REQUIRED FL•FL. 21. 6" 90' BEND Fl. 22. SWING TYPE GRAVITY OPERATED CHECK VALVE WITH BALL DRIP VALVE TO BE INSTALLED HORIZONTALLY. DETECTOR DOUBLE CHECK AND VAULT ASSEMBLY NOTES; 1. BACKFLOW PREVENTORS SHALL BE FEBCO #806 OR APPROVED EQUAL. 2. SIZE VAULT BASED ON SIZE OF APPARATUS AND MEETING MINIMUM CLEARANCES. 3 . A SEPARATE DETAIL PLAN FOR VAULT INSTALATION AND SPRINKLER UNE MUST BE SUBMITTED AND APPROVED BY THE ARE MARSHALL PROIR TO INSTALLATION. 4. MINIMUM APPARATUS SIZE SHALL BE 4 ". 5. VAULT SHALL BE SEALED TO PREVENT WATER LEAKAGE. 6. LADDERS SHALL BE REQUIRED WHEN DEPTH FROM TOP OF UD TO FLOOR OF VAULT EXCEEDS 30 ". INSTALLATION OF ALL LADDERS SHALL BE IN COMPUANCE TO O.S.H.A 7. LOCATE VAULT IN PLANTING AREA AND NOT IN PAVING AREA, UNLESS APPROVED BY THE ENGINEER. 8. FITTINGS SHALL BE IN ACCORDANCE WITH ALL APPLICABLE REQUIREMENTS OF ANSI /AWWA C110/A21.10 AND CEMENT LINED (SEE APWA do AWWA). 9. PIPE SHALL BE DUCTILE IRON MEETING ANSI A21.51, CL52 do CEMENT UNED. 10. TEMPORARY SUPPORT SHALL BE PROVIDED UNDER VALVES AT THE TIME OF INSTALLATION. AFTER COMPLETE INSTALLATION INSTALL PERMANENT PIPE SUPPORT STAND. 11. PROVIDE BALL DRIP VALVES ON F.D.C. CHECK VALVE ASSEMBLY OR AT BOTTOM OF F.D.C. RISER. 12. FIRE DEPARTMENT CONNECTION TO BE PROVIDED WITH ONE (1) 5" STORTZ CONNECTIONS AND TWO 30 DEGREE ELBOW. 13. ALL UNDERGROUND PIPING TO BE INSPECTED, FLUSHED, PRESSURE TESTED IN THE PRESENCE OF AN INSPECTOR PRIOR TO COVER AND CONNECTION TO THE OVERHEAD SYSTEM. 14. UPON INSTALLATION, BACKFLOW PREVENTION ASSEMBLIES ARE TO BE TESTED BY A CERTIFIED TESTER ANO ALL TEST -COCKS ARE TO BE PLUGED AFTER THE TEST. THEREAFTER, ANNUAL TESTS SHALL BE PERFORMED AT OWNER'S EXPENSE, AND COPIES OF TESTS RESULTS SHALL BE PROVIDED. 15. CONCRETE VAULT SHALL HAVE ONE 4 OR TWO 3' STEEL HINGED DOORS. City of Tukwila MATERIAL LISTING & DETECTOR DOUBLE CHECK & VAULT ASSEMBLY NOTE 4 �. DATE: 11/22/96 WS- 11NOTE MATERIAL LISTING; 1. 3/4" SHACKLE RODS WITH STAR BOLTS AND ASPHALT EMULSION COATING. 2. 4 MIN. D.I. CLASS 52 PIPE. 3. PRECAST CONCRETE VAULT WITH HINGED STEEL PLATE COVER, DIMENSION TO VARY WITH SIZE OF ASSEMBLY. 4. O.S.HA APPROVED LADDER IF OVER 30" DEEP. 5. PIPE SUPPORT STAND UNDER EACH CHECK VALVE. 6. COPeER OR BRONZE BYPASS WITH AN APPROVED DCVA. 7, 3/4 WATER METER. 8. APPROVED ODCVA IN MAIN LINE WITH TWO RESILIENT SEATED SHUTOFF VALVES AND TEST COCKS. 9. 10', 8', 6' OR 4" COUPUNG ADAPTER, FL 10. 10 ", 8`, 6' OR 4 "FL'PE D.I. CLASS 52 PIPE LENGTH TO FIT. 11. GROUT INTERIOR AND EXTERIOR ALL AROUND PIPE USING NON- SHRINK GROUT. 12. 10 ", 8 ", 6" OR 4" GATE VALVE FL'MJ WITH POST INDICATOR VALVE. 13. FLANGE TEE ASSEMBLY SIZED ACCORDINGLY. 14. FLANGED 90' BEND. 15. 4" OR 6" D.I. CLASS 52 PIPE FL'FL. 16. 4" OR 6" 90' BEND, FL 17. 4" OR 6" 0.1. CLASS 52 PIPE, FL•FL 18. 6" 90' BEND, FL 19. UL LISTED 5" STORTZ CONNECTION WITH 30 OR 45 DEGREE ELBOW. 20. 6" 0.1. CLASS 52 PIPE LENGTH AS REQUIRED FL•FL. 21. 6' 90' BEND FL. 22. SWING TYPE GRAVITY OPERATED CHECK VALVE WITH BALL DRIP VALVE TO BE INSTALLED HORIZONTALLY. DETECTOR_9UBLE CHECK AND VAULT ASSEMBLY NOTES; 1. BACKFLOW PREVENTORS SHALL BE FEBCO #806 OR APPROVED EQUAL. 2. SIZE VAULT BASED ON SIZE OF APPARATUS AND MEETING MINIMUM CLEARANCES. 3. A SEPARATE DETAIL PLAN FOR VAULT INSTALATION AND SPRINKLER UNE MUST BE SUBMITTED AND APPROVED BY THE FIRE MARSHALL PROIR TO INSTALLATION. 4. MINIMUM APPARATUS SIZE SHALL BE 4 ". 5. VAULT SHALL BE SEALED TO PREVENT WATER LEAKAGE. 6. LADDERS SHALL BE REQUIRED WHEN DEPTH FROM TOP OF UD TO FLOOR OF VAULT EXCEEDS 30 ". INSTALLATION OF ALL LADDERS SHALL BE IN COMPLIANCE TO O.S.H.A 7. LOCATE VAULT IN PLANTING AREA AND NOT IN PAVING AREA, UNLESS APPROVED BY THE ENGINEER. 8. FITTINGS SHALL BE IN ACCORDANCE WITH ALL APPLICABLE REQUIREMENTS OF ANSI /AWWA C110/A21.10 AND CEMENT LINED (SEE APWA & AWWA). 9. PIPE SHALL BE DUCTILE IRON MEETING ANSI A21.51, CL52 & CEMENT UNED. 10. TEMPORARY SUPPORT SHALL BE PROVIDED UNDER VALVES AT THE TIME OF' INSTALLATION. AFTER COMPLETE INSTALLATION INSTALL PERMANENT PIPE SUPPORT STAND. 11. PROVIDE BALL DRIP VALVES ON F.D.C. CHECK VALVE ASSEMBLY OR AT BOTTOM OF F.D.C. RISER. 12. FIRE DEPARTMENT CONNECTION TO BE PROVIDED WITH ONE (1) 5" STORTZ CONNECTIONS AND TWO 30 DEGREE ELBOW. 13. ALL UNDERGROUND PIPING TO BE INSPECTED, FLUSHED, PRESSURE TESTED IN THE PRESENCE OF AN INSPECTOR PRIOR TO COVER AND CONNECTION TO THE OVERHEAD SYSTEM. 14. UPON INSTALLATION, BACKFLOW PREVENTION ASSEMBLIES ARE TO BE TESTED BY A CERTIFIED TESTER AND ALL TEST -COCKS ARE TO BE PLUGED AFTER THE TEST. THEREAFTER, ANNUAL TESTS SHALL BE PERFORMED AT OWNER'S EXPENSE, AND COPIES OF TESTS RESULTS SHALL BE PROVIDED. 15. CONCRETE VAULT SHALL HAVE ONE 4' OR TWO 3' STEEL HINGED DOORS. City of Tukwila MATERIAL LISTING & DETECTOR DOUBLE CHECK & VAULT ASSEMBLY NOTE. S te . DATE: 11/22/96 WS- 11NOTE MIS wr.r.ww..- 1aoa.. W.4.0 CONSTRUCTION FIRE SPRINKLER VAULT. The fire sprinkler vault will conform with these Standards and the drawing in the City's Standard Plans. EXCEPTIONS. Any exceptions to items covered by this chapter shall be made by the Chief of the Fire Department and the officer in charge of the fire prevention bureau of the Fire Department and the City Engineer. Such exceptions must be in writing. W.3.6 CROSS CONNECTIONS AND BACKFLOW PREVENTION The installation or maintenance of a cross - connection, which, in the opinion of the City Engineer, will endanger the water quality of the potable water supply of the City, is unlawful. Backflow prevention devices shall be installed and maintained by the service customer on any service connection to the City's water supply system, where said backflow prevention devices are recommended by the AWWA standards, the UPC, or the American Backflow Prevention Association. The City shall make the final determination as to the type of backflow protection required. All backflow devices are to be certified by a DOH certified backflow tester. Results of the certification shall be delivered to the City Water Department. All backflow devices are to be in accordance with the AWWA "Accepted Procedure and Practice in Cross Connection Control Manual ". All work performed in the construction of water systems shall be done only in accordance with City approved plans. The Contractor is required to maintain a set of approved plans and permits on the job site whenever work is being accomplished. Record drawings (see definitions) for public water systems, will be required at the completion of the project and prior to final acceptance. All work is to be performed in accordance with all applicable Federal, State and Local safety laws. W -14 1 UKWILA MUNICIPAL CODE Chapter 14.06 BACKFLOW PREVENTION DEVICES Sections: 14.06.010 14.06.020 14.06.030 14.06.040 14.06.050 14.06.060 14.06.070 Definitions. Cross - connections declared unlawful. Backflow prevention devices to be installed. Regulation of private water supplies. Adoption of State regulations. Abatement of unlawful cross - connections and installation of backflow prevention devices — Procedures. Penalties. 14.06.010 Definitions. (a) "Backflow" means a flow, other than the intended direction of flow, of any foreign liquids, gases or substances into the distribution system of a public water supply. (b) " Backflow prevention device" means a device approved by the State Department of Social and Health Services or such other State department as shall have jurisdiction over the subject matter, and by the American Water Works Association, used to counteract back pressure or prevent back siphonage into the distribution system of a public water supply. (c) "Cross-connection" means any physical arrangement whereby a public water supply is connected, directly or indirectly, with any other water supply system, sewer, drain, conduit, pool, storage reservoir, plumbing fixture or other device which contains or may contain contaminated water, sewage or other wastes or liquids of unknown or unsafe quality, which may be capable of imparting contamination to a public water supply as a result of backflow. (Ord. 951 §1(parr), 1975) 14.06.020 Cross - connections declared unlawful. The installation or maintenance of a cross - connection, which in the opinion of the Public Works Director or any staff member that he designates who is qualified in the protection of municipal water quality will endanger the water quality of the potable water supply of the Ciry, is unlawful. (Ord. 951 §1(part), 1975) 14.06.030 Backflow prevention devices to be installed. Backflow prevention devices, when required to be installed in the opinion of the Public Works Director or his designated representative, shall be installed and maintained by the service customer on any service connection to the City's water supply system where 14-8 said backflow prevention devices are necessary for the protection of the City's water supply. (Ord. 951 §1(part), 1975) 14.06.040 Regulation of private water supplies. Use or operation of a private water supply system, contrary to the provisions of the ordinances of the City, or the laws of the State, or the rules and regulations of the State Board of Health regarding public water supplies where said private system is served by the City public water supply, is unlawful. (Ord. 951 §1(parr), 1975) 14.06.050 Adoption of State regulations. Rules and regulations of the State Board of Health regarding public water supplies, entitled "Cross - Connection Control Regulation in Washington State" WAC 248 -54 -250 through WAC 24854-500, and the American Water Works Association, Pacific Northwest Sections' Second Edition of "Accepted Procedure and Practice in Cross - Connection Manual" as they presently exist and as they may, from time to time, be amended in the future, are adopted by this reference as if set forth in full. (Ord. 951 §1(parr), 1975) 14.06.060 Abatement of unlawful cross - connections and installation of backflow prevention devices — Procedure. Cross - connections declared in this chapter to be unlawful, whether presently existing or hereinafter installed and /or services requiring backflow prevention devices and /or unlawful use or operation of a private water supply system served by the City public water supply system are public nuisances, and in addition to any other provisions of this code or the ordinances of the City where abatement of public nuisances shall be subject to abatement in accordance with the following procedure: (1) In the event that the Public Works Director determines that a nuisance as herein provided does exist, written notice shall be sent to the person in whose name the water service is established under the records of the City water department, or alternatively, a copy of such written notice shall be posted on the premises served. (2) The notice shall provide that the nuisance described herein shall be corrected within 30 days of the date said notice is mailed or posted on the premises. (3) In the event said nuisance is not abated within the prescribed time, water service to said premises shall be discontinued. (4) In the event that the nuisance, in the opinion of the Public Works Director or his designated representative, presents an immediate danger of contamination to the public water supply, service from the City water supply system to the premises may be Printed October 10, 1997 • PRESORTED... FIRST CLASS M U. S. POSTAGE Pk.„ SEATTLE. WA PERMIT N0. 213 • DEP aMENT OF ASSESSMENTS . ' 500.4th Ave. ROOM 700A SEATTLE, WA 98104 -2384 FORWARD AND ADDRESS CORRECTION OFFICIAL VALUATION CHANGE NOT'CE THIS IS NOT A TAX BILL - OLD VALUE NEW VALUE LAND 862300 862300 5450000 READ BOTH SIDES YOUR 1998 TAXES WILL BE BASED ON THE NEW VALUE BELOW PARCEL NO. 262304- 9071 -04 :'l E ASE ;IF c F 17 IC; PAHCE fi .IHF N'NOUICHING MAIL DATE 08/27/57 MAIUNG ADDRESS PHOENIX INSUR /CENTER PLACE 730447 C/0 PINNACLE R/E MfiMT CO 401 2NDA• VE S STE 110 SEATTLE MA 98104. 0406 .JUL 2:1 i9 FaRMrr MINTER R E C A P PROJECT: CENTERPLACE SHOPPING CENTER LOCATION: TUKWILA L dv. 1 DESCRIPTION 1 GENERAL. CONDITIONS 2 STIEWORK /DEMOLITION 3 CONCRETE 4 MASONRY 5 METALS 5 CARPENTRY/ CASEWORK 7 THERMAL A MOISTURE PROTECTION $ DOORS AND WINDOWS 0 FINISHES 10 SPECIALTIES 11 EQUIPMENT 12 FURNISHINGS 13 SPECIAL CONSTRUCTION 14 CONVEYING SYSTEMS 16 MECHANICAL 16 ELECTRICAL 17 ALLOWANCE/ CONTINGENCY 1 OF 1 E. KENT HALVORSON, INC. Tenant Impmement Division I LABOR 1 29,610 1200 0 0 0 0,780 0 0 0 ',Liu, 7,310 0 0 0 0 10,034 0 1,425 0 0 0 0 0 o 0 000400 OVERHEAD 000.700 PROFIT 000900 TAX RATE 000400 P & P BOND 1/28/98, 9;12 AN ESTIMATE 99481 ESTIMATOR: CMR 0. . 0 0 0 0 9290 . o 0 0 SUBTOTALS: 41,540 18,539 260,363 0 1200 4200 4200 4200.0 0 19,614 19814.0 29,793 21,799 28713.0 27,900 30,276 30275.0 110,966 169,966 189019.0 12.000 0 0 0 0 0.0 300.101 LABOR BURDEN 209E 12.047 zicz. /.C- - Y JILCER RISK INS. 0 % 136 SUBTOTAL: 2.0% 9,740 4.0% 13,740 &80% 30,743 1.00!6 3,893 1 TOTAL 1 COST/SP I 38,990 38010.0 9,400 9400.0 0 0.0 O 0.0 12,000 12000.0 O 0.0 o 0,0 0 0.0 0 AREA (' 0.0 9299 0299.0 O 0.0 320,762 320762.0 $ 339,961.10 3380932 SUBTOTAL 9 357,471.79 367471.8 TOTAL $ 392,00147 3690995 CITY OF TUKWILA *L 1 1998 PERMIT CENTER L d 17/.966009L6 '0N/15 0 6 '.LS /L5I 6 86 ,8L 't (a3M) E619- 688 -90L ONI 'AIOSHOA1VH 1.1133 '3 NO - ..0 ° 0•l M<r1M1ODO1M0 1A MD 00010• Gomm 1,041 LI M•410 MOM 10 M X O ODORS A MO 77RIDOM I 0101 I osi a.11oN 1 OW I UM T I U/ 141011 AMT I u °'n17AL MIT I Y• UM A01T TOTAL 1 MOM 401410 ALLOSIUMMIRWROPITIMIT. 10 MO 0 0 MOVE 4X0400 VX0 410 =Me FOOD 1R 000GN0►T =UM MOVE 0 0 0 0 moo ACCIIIMMILS 101 EA 1000 OM 7100 1,401 0 23711 x o• 0 0 0 O FlNWINMI I CI comornal 010 W1 00►M Oitt•IMN11 MM MOWS 001.110 PAN110 10 SPECIALTIES 1 0001 1 a.o•M►TiaN 0o401 Mina MINS 11 EOYPWINT 00011• /71N000111TOTM 111 1 A 47X0 10010 TN11MIL 0A1T0TAL• ON I uUT I U LM0 AMT I U NMI." AMT I U M AM1 10 M 0 0 117000 11/100 10 0D 0 0 301000 3X70 O 0 0 12 017 0 0 b1000 MOO O 0 0 10 M 0 0 11.70100 14700 x 0 0 0 MINNIE 171110TH. 0 0 100X00 LA/0A •011041 0110 1 41171 I word 1 U/ ma I U • I oar I Y/ Par 1ITML NATO! O 0 1100•00 11X01 11 0 O 0 0 • O 0 1100 11/00 1.0 M X !!111100 101/TOTsal 0 0 0 0 0 0 can I DeoMrllaN I an' I 11/11 I U 140014 AMT I U► WI." Ner 1 U MA0 0111' 10 1.ICT10CAL x 0 -: 1 mo.1 D.IC IMI110N 1 sofas .. 44/ MMfAL OM 4117/ 1AAT 1 U I AMT I U/ AMR 1 U ► 418 11RLL I NMO OoIRESsACI1/0AL to 10 0 0 0x400 0010 2 0 0 0 0 OL/OTIMAL 0W010TALI 0 0 470 17 ALLOwAI / CONftNOE11CY COD! OO/Glr@O• 1 0TT I OW 1 U► LMN AMT U ► ~0 AMT I UP an X SALMONS 111010141: 4 d tL966009Lb 'ON/15:6 '.LS /VS: 6 96 ,8L 1 (O3M) O 0 0 L O 0X7000 47171 41 0.11O O a31111 4117 s O 1•00000 14000 140m O o 0 0 0 0 0 7. 117a0 400 0 4100 0 10]00 0 10400 a 0 TOE 1 M TOT/. 1 MOTs RECEIVED CITY OF TUKWILA 2 OF 2 1/28/98, 9 :12 AM J V L C? 1 1998 PERMIT CENTER E6I9 -E88 -901 ONI 'NOSHOA')VH .LN3% '3 Y10H3 Projec • Type of in - Date+ a I-d on: i ' R Add ess: 40/to ,- . :,. / 4 -99 Special instructions: ` ��' • W L4 t- MOP-Pt— Date wanted: a.m. Requester: Phone No.: Lb INSPECTION RECOI • Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (Approved per applicable codes. Inspect r: Ai,. / 4! A"7 ble -o / &1 PERMIT NO. Corrections required prior to approval. Date: / �� .q (206)_31 -3670 1 $42. ti 0 REINSPECTIOV EE R OUIRED. Prior to inspection, fee must be paid at 6300 Southce er Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: P((�� e t� -itll/ / ... 1001 I 195 1 1 Type a ti ri: Prn ; Date callead: 1z -Z Special instructions: ( Date wanted: a. m. I2 -ZS O {p m Requester"' ra Ph ' J s(04.4 , 36( IMKOMVPZIPMfogirwrovnoramatitrxmorittvrAtwrogntpyrnmerimoni COMMENTS: Inspector: :INSPECTION RECO Retain a copy with pe r it INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 &o PERMIT NO. Approved per applicable codes. 1 1 Corrections required prior to approval. l 1 $42.00 REINSPECTI FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: (206) 431 -3670 Receipt No.: Date: Pro' c� Pive Yo I V i c * of inspection: / i n s p e c t i o n : , Addr ss: ' 19 00 - S► ,,r1 r called: /2-Z-3 Special instructions: wit( keet it `i ... , Date wanted: Requester: 14ad Phone No.: 'T2-S- -. 6'll0 Airf INSPECTION REcO Retain a copy with pe 1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. 1)15-0o4- (206) 431 -3670 Approved per applicable codes. IN Corrections required prior to approval. COMMENTS: Inspector' rfi 1-.► e f lFt'a G7 Date: — 1 $42. EINSPECTIN FE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Iii) gr=3.04JAI (.1f- 15)(11,1404 4 tkit5t4 li k\sTAit 66 pri.t.3 Vrt4T lr /- 2kwf o y -6 tAt i■J fiklcriV( 1 / 4ffittx4:, go II-4 -4 IA, 05y. zaouti 0 d tiAvq4 r ' P ti .0ti _IN 0(7 e'r 11: w ..._ ... Project: ct Auk -51 — PirAa.:. Address: Type of inspection: ..- Lk, Ft Date called: i Special instructions: Date wanted: —.... a.m. p.m. Requester: Phone No.: INSPECTION RECORV Retain a copy with per&__) ,• CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 4 INSPECTION NO. Approved applicable codes. F RTrceipt No.: I I Dq• _0614 . 2T NO. (206) 4 670 Corrections required prior to approval. Inspector: Date: ri $42.00 REINSPECTION FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southanter Blvd., Suite 100. Call to schedule reinspection. Date: Projegt' r _ �>/� Type of inspection: Address /760 3 — 5 erte o & Date called: 9 / 0 Z 9 . Special instructions: ,..4 4Oo k / Date wanted: w 3 / 1r �J p.m. Requester: . � , ,4/ Qa55/ C - PhoneNo.4/2S 6, INSPECTION,NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100,' Tukwila, WA 98188 Approved per applicable codes. COMMENTS: InspOc or: [.] $42.00 REINSPECTII � El be paid at 6300 Southcenter Blvd., S I Receipt No.: INSPECTION RECO Retain a copy with pettnit Da e: oq- PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Date D. Prier -to inspection, fee must to 1 c1l Call (o schedule reinspection, Projec i fin Type of inspection• pm 1 r a. -1-A. 14 a Date called: 9 Address: / U Special instructions: a Date wants : br a.m. Requester: Phone No.: Approved per applicable codes. INSPECTION RECD Retain a copy with pe INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: a // .4 .. x ,� MY -ooy PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Inspector Date:` 2/4g I $42:f 0REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [Receipt No.: Date: . , City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief Needs shift inspection Sprinklers: 5 Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: ...p ( ( Authorized Signature FINALAPP.FRM Rev. 2/19/98 17: )' 1 1, , ; 1 7474;:;;7;47 777 :177 . -Mr.' , 7 1 t , ' , 4 , %.664'..VOt Z',777, 7777 771.1 .:, TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM r FILE Permit No. Project Name Name .. \c-,c_c_ S Address \ 5c)..4k, L&e Suite -# Retain current inspection schedule Approved without correction notice Approved with correction notice issued. ( 1 as1 9,(1) 9 s Date T.F.D. Form P.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) S7S-4404 • Fax (206) 575-4439 4 MIN. 6' MIN.1 ( 12" MIN. PLAN VIEW N 50' OF HYDRANT 12 MIN. 12 MIN. / ELBOW DOWN 36 -48 30' -45' BEND END VIEW SIDE VIEW / -. TO BUILDING NOTES; 1. DESIGN FOR 4" THRU 10' DDCV. 2. SEE ATTACHED NOTES AND MATERIAL LISTING. City of Tukwila DETECTOR DOUBLE CHECK VALVE ASSEMBLY AND VAULT Not to wad,. DATE: 11/26/96 W S-11 01L4 •' City of Tukwila 1908 MATERIAL LISTING; 1. SHACKLE RODS WITH STAR BOLTS AND ASPHALT EMULSION COATING. 2. 4 MIN. D.I. CLASS 52 PIPE. 3. PRECAST CONCRETE VAULT WITH HINGED STEEL PLATE COVER, DIMENSION TO VARY WITH SIZE OF ASSEMBLY. 4. O.S.HA APPROVED LADDER IF OVER 30' DEEP. 5. PIPE SUPPORT STAND UNDER EACH CHECK VALVE. 6. COPE'ER OR BRONZE BYPASS WITH AN APPROVED DCVA. 7, 3/4 WATER METER. 8. APPROVED DDCVA IN MAIN LINE WITH TWO RESILIENT SEATED SHUTOFF VALVES AND TEST COCKS. 9, 10 ", 8", 6" OR 4" COUPUNG ADAPTER, FL 10. 10 ", 8 ", 6" OR 4 "FL•PE D.I. CLASS 52 PIPE LENGTH TO FIT. 11. GROUT INTERIOR AND EXTERIOR ALL AROUND PIPE USING NON- SHRINK GROUT. 12. 10 ", 8 ", 6' OR 4" GATE VALVE FL•MJ WITH POST INDICATOR VALVE. 13. FLANGE TEE ASSEMBLY SIZED ACCORDINGLY. 14. FLANGED 90' BEND. 15. 4" OR 6" D.I. CLASS 52 PIPE FL'FL 16. 4" OR 6" 90' BEND, FL 17. 4" OR 6" 0.1. CLASS 52 PIPE, FL•FL. 18. 6' 90 BEND, FL 19. UL LISTED 5" STORTZ CONNECTION WITH 30 OR 45 DEGREE ELBOW. 20. 6" D.I. CLASS 52 PIPE LENGTH AS REQUIRED FL•FL. 21. 6" 90' BEND FL. 22. SWING TYPE GRAVITY OPERATED CHECK VALVE WITH BALL DRIP VALVE TO BE INSTALLED HORIZONTALLY. DETECTOR_DOUBLE CHECK AND VAULT ASSEMBLY NOTES; 1. BACKFLOW PREVENTORS SHALL BE FEBCO #806 OR APPROVED EQUAL 2. SIZE VAULT BASED ON SIZE OF APPARATUS AND MEETING MINIMUM CLEARANCES. 3. A SEPARATE DETAIL PLAN FOR VAULT INSTALATION AND SPRINKLER UNE MUST BE SUBMITTED AND APPROVED BY THE FIRE MARSHALL PROIR TO INSTALLATION. 4. MINIMUM APPARATUS SIZE SHALL BE 4 ". 5. VAULT SHALL BE SEALED TO PREVENT WATER LEAKAGE. 6. LADDERS SHALL BE REQUIRED WHEN DEPTH FROM TOP OF UD TO FLOOR OF VAULT EXCEEDS 30 ", INSTALLATION OF ALL LADDERS SHALL BE IN COMPUANCE TO 0.S.H.A. 7. LOCATE VAULT IN PLANTING AREA AND NOT IN PAVING AREA, UNLESS APPROVED BY THE ENGINEER. 8. FITTINGS SHALL BE IN ACCORDANCE WITH ALL APPLICABLE REQUIREMENTS OF ANSI /AWWA C110/A21.10 AND CEMENT LINED (SEE APWA & AWWA). 9. PIPE SHALL BE DUCTILE IRON MEETING ANSI A21.51, CL52 & CEMENT UNED. 10. TEMPORARY SUPPORT SHALL. BE PROVIDED UNOER VALVES AT THE TIME OF INSTALLATION. AFTER COMPLETE INSTALLATION INSTALL PERMANENT PIPE SUPPORT STAND. 11. PROVIDE BALL GRIP VALVES ON F.D.C. CHECK VALVE ASSEMBLY OR AT BOTTOM OF F.D.C. RISER. 12. FIRE DEPARTMENT CONNECTION TO BE PROVIDED WITH ONE (1) 5" STORTZ CONNECTIONS AND TWO 30 DEGREE ELBOW. 13. ALL UNDERGROUND PIPING TO BE INSPECTED, FLUSHED, PRESSURE TESTED IN THE PRESENCE OF AN INSPECTOR PRIOR TO COVER AND CONNECTION TO THE OVERHEAD SYSTEM. 1 UPON INSTALLATION, BACKFLOW PREVENTION ASSEMBLIES ARE TO BE TESTED BY A CERTIFIED TESTER AND ALL TEST -COCKS ARE TO BE PLUGED AFTER THE TEST. THEREAFTER, ANNUAL TESTS SHALL BE PERFORMED AT OWNER'S EXPENSE. AND COPIES OF TESTS RESULTS SHALL BE PROVIDED. 15. CONCRETE VAULT SHALL HAVE ONE 4'•4' OR TWO 3''3' STEEL HINGED DOORS. MATERIAL LISTING & DETECTOR DOUBLE CHECK & VAULT ASSEMBLY NOTF a DATE: 11/22/96 WS- 11NOTE W.4.0 CONSTRUCTION FIRE SPRINKLER VAULT. The fire sprinkler vault will conform with these Standards and the drawing in the City's Standard Plans. EXCEPTIONS. Any exceptions to items covered by this chapter shall be made by the Chief of the Fire Department and the officer in charge of the fire prevention bureau of the Fire Department and the City Engineer. Such exceptions must be in writing. W.3.6 CROSS CONNECTIONS AND BACKFLOW PREVENTION The installation or maintenance of a cross - connection, which, in the opinion of the City Engineer, will endanger the water quality of the potable water supply of the City, is unlawful. Backflow prevention devices shall be installed and maintained by the service customer on any service connection to the City's water supply system, where said backflow prevention devices are recommended by the AWWA standards, the UPC, or the American Backflow Prevention Association. The City shall make the final determination as to the type of backflow protection required. All backflow devices are to be certified by a DOH certified backflow tester. Results of the certification shall be delivered to the City Water Department. All backflow devices are to be in accordance with the AWWA "Accepted Procedure and Practice in Cross Connection Control Manual ". All work performed in the construction of water systems shall be done only in accordance with City approved plans. The Contractor is required to maintain a set of approved plans and permits on the job site whenever work is being accomplished. Record drawings (see definitions) for public water systems, will be required at the completion of the project and prior to final acceptance. All work is to be performed in accordance with all applicable Federal, State and Local safety laws. W -14 TUKWILA MUNICIPAL CODE Chapter 14.06 BACKFLOW PREVENTION DEVICES Sections: 14.06.010 14.06.020 14.06.030 14.06.040 14.06.050 14.06.060 14.06.070 Definitions. Cross-connections declared unlawful. Backflow prevention devices to be installed. Regulation of private water supplies. Adoption of State regulations. Abatement of unlawful cross - connections and installation of backflow prevention devices — Procedures. Penalties. 14.06.010 Definitions. (a) "Backf means a flow, other than the intended direction of flow, of any foreign liquids, gases or substances into the distribution system of a public water supply. (b) " Backflow prevention device" means a device approved by the State Department of Social and Health Services or such other State department as shall have jurisdiction over the subject matter, and by the American Water Works Association, used to counteract back pressure or prevent back siphonage into the distribution system of a public water supply. (c) "Cross-connection" means any physical arrangement whereby a public water supply is connected, directly or indirectly, with any other water supply system, sewer, drain, conduit, pool, storage reservoir, plumbing fixture or other device which contains or may contain contaminated water, sewage or other wastes or liquids of unknown or unsafe quality, which may be capable of imparting contamination to a public water supply as a result of backflow. (Ord. 951 §1(parr), 1975) 14.06.020 Cross - connections declared unlawful. The installation or maintenance of a cross - connection, which in the opinion of the Public Works Director or any staff member that he designates who is qualified in the protection of municipal water quality will endanger the water quality of the potable water supply of the City, is unlawful. (Ord. 951 §1(parr), 1975) 14.06.030 Backflow prevention devices to be installed. Backflow prevention devices, when required to be installed in the opinion of the Public Works Director or his designated representative, shall be installed and maintained by the service customer on any service connection to the City's water supply system where 14-8 said backflow prevention devices are necessary for the protection of the City's water supply. (Ord. 951 §1(parr), 1975) 14.06.040 Regulation of private water supplies. Use or operation of a private water supply system, contrary to the provisions of the ordinances of the City, or the laws of the State, or the rules and regulations of the State Board of Health regarding public water supplies where said private system is served by the City public water supply, is unlawful. (Ord. 951 §1(parr), 1975) 14.06.050 Adoption of State regulations. Rules and regulations of the State Board of Health regarding public water supplies, entitled "Cross - Connection Control Regulation in Washington State" WAC 248 -54 -250 through WAC 24854 -500, and the American Water Works Association, Pacific Northwest Sections' Second Edition of "Accepted Procedure and Practice in Cross - Connection Manual" as they presently exist and as they may, from time to time, be amended in the future, are adopted by this reference as if set forth in full. (Ord. 951 §1(parr), 1975) 14.06.060 Abatement of unlawful cross - connections and installation of backflow prevention devices — Procedure. Cross - connections declared in this chapter to be unlawful, whether presently existing or hereinafter installed and /or services requiring backflow prevention devices and /or unlawful use or operation of a private water supply system served by the City public water supply system are public nuisances, and in addition to any other provisions of this code or the ordinances of the City where abatement of public nuisances shall be subject to abatement in accordance with the following procedure: (1) In the event that the Public Works Director determines that a nuisance as herein provided does exist, written notice shall be sent to the person in whose name the water service is established under the records of the City water department, or alternatively, a copy of such written notice shall be posted on the premises served. (2) The notice shall provide that the nuisance described herein shall be corrected within 30 days of the date said notice is mailed or posted on the premises. (3) In the event said nuisance is not abated within the prescribed time, water service to said premises shall be discontinued. (4) In the event that the nuisance, in the opinion of the Public Works Director or his designated representative, presents an immediate danger of contamination to the public water supply, service from the City water supply system to the premises may be Printed October 10, 1997 PINNACLE iz MerilOran To: Nora Gierloff - City of Tukwila CC: Mel Maertz - Connell Design Group, From: Kelli Jo Norris — Pinnacle Realty Management Date: 07/15/98 Re: Center Place Shopping Center; Pinnacle R , Management Company 401 Second Av Seattle, Washi Phone 206 - 215 -9800, Fax 206 - 233 -0331 RECEI' E '3 Per your request on June 4, 1998, enclosed is a copy of the exterior renovation cost estimate and a copy of the 1998 tax assessment showing that the Center Place Shopping Center renovation does not trigger the threshold for design review. Should you have any questions, please do not hesitate to call me at (206) 215 -9716. Thank you. DEP?,.. I MENT OF ASSESSMENTS . 500-4th Ave. ROOM 700A SEATTLE, WA 98104 -2384 FORWARD AND ADDRESS CORRECTION OFFICIAL VALUATION CHANGE NOTICE THIS IS NOT A TAX BILL OLD VALUE NEW VALUE LAND BLDGS, ETC. TOTAL 882300 882300 2773700 4587700 3838000 5450000 PROPERTY VALUE NOTICE READ BOTH SIDES YOUR 1998 TAXES WILL BE BASED ON THE NEW VALUE BELOW PARCEL NO. 2623049071-04' PRESORTED.... FIRST CLASS M U. S. POSTAGE Ph,. SEATTLE, WA PERMIT NO. 213 PLEASE REFER TO PARCEL NUMBER WHEN INQUIRING MAIL DATE 08/27/97 MAILING ADDRESS PHOENIX INSUR /CENTER PLACE 730447 C/0 PINNACLE R/E MGMT'CO 401 2NDA•VE S STE 110 SEATTLE WA 98104 FROM E. KENT HALVORSON, INC 206 - 883-6193 (WED) 1. 28' 98 9:52/ST. 9:51/N0.4260099674 P 2 t199-28a 6'9e0Ze6 LP'980'Z&E 1 1V101 Z991 %00' I. s$'L'OC x091 9'1LL96 9L'IL4'L9C 1 nV101en8 3'£9e969 9t•C9e'9E6 $ O'Zwwos 29L'ozr; 891092 ace* o49' It :811/1019nS 0'0 0 0 0 0 AON3ONI1NOO / 3ONVM011V Ll : e8Z'8 0 0 1VOIN1O313 91 0'0 0 0 0 . 0 1VOINVHO314 91 0'O O 0 0 0 91431SAS FNVIA3ANOO P1 0'0 0 0 0 0 NOLLOnkilSNOO 1V103d8 Ct 0'0 0 0 0 0 SONIHSINkni zl , 0'O 0 0 0 0 0'8628 662'8 01 00011 00011 0'eee891 e88'891 996'891 0'9LZOE 91z'OB • 608'12 015.9z eeL'ea eeCBL 0'$'1991 P16'81 0 0'0024 OOrs 0024 00 0 0 0'0 0 0 Oo4'e o•o6e9e 088'9C ammo 1 •/101 84L'91 %0'$' 11dOlid OOb000 04L'9 %01 (N3H113A0 009000 r1V101ens 91ST %L4'0 S3XV10 V e 009000 96C %01'O 'SNI kslki H301n9 00P000 c931 %99'0 VW A111faall OOZ-o00 L,0'Zl %8z N3@ine ki09V1 10100E ooze 0 lioVd1NOO6ns) HYPO 110.1.9111199 I.89.99 :31VWI193 MV ZTt6 '86 /8Z /1 ONO° d V d 009000 31VF1 XVl 006000 0 0 0 0 4z4'l O 0 1£011 • OBL'8 0 0 O 0 0 0 0 oo' l. 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S}4�c� PP 1t�J�c - G comp. sr .Nat_S o N RD M(not Avenue With- Suits 1010 Si a a W Cogan*. RtEA) M) oN / 0.1 eJ SH EET` SZ. •'"s""•:1�0q�, '" ! t" pLYWOOa ANN EL SECTION Part. fleSTE. PM-Qua t,E €NIS N.W Z.x 4@ Z , .t"Oe h3S; FiZAPtiNG- CLIP PrT e.14C'Hk NEW STUB. N PgL. TO of P rcitrE WM rsr IAA Ls t N Sht L'Ec -- it.00 A35 FRAskm N Cr CAA AT'EAc4 X1STINC s`tur). W Lim 3 — 'ci Nnt 5110 hN 0 T9 4 1•c s 4 4- ttURR1 CANE. 'I'1'E I}2.s" w )4 'OTCOMOF xt3T1Na ROOF STRv,C -t- Ih N O AT E Ac H 'STU a SECT ION '8 3.5E9r Dirt Shutt SKlot PACIFIC ENG TECH 0002/002 chk. Br: i S C A t ~ r c t i 1, ' t ' _ U %' N ©TE Re:FE3. TO 'RRA w1N4s 534711 .. CE.NTaJLPLP.cE sRoPP I N c s - ' hieeEtvAD 13V CotNELL D ES tCTN c.riLOLVP, DA'r D wi o1.Ir Z.1 A/1 +a+v t g 9 e j FOR Att.-L. PLAN% SEP 2 19g$ SEt'rtoNs kNio NOT tJOT 5'HOwnJ. F4FiMIT CENTER Pacific Engineering ■1-12.,. Technologies • SEP 2 3 '993 1`73 ri Y(. sHEATK 8Nri SID. C )V NE M PMZA Pal IN ACCORDANCE W tZ'i! ksRcH ( - S . �x �STtNG— PARAP TO P gt.n r* t TV >�x�sr� NG- 44-m4. To REMAu ri �, i 5HEET S-z C.y svi sED Kent Halversen 9840 Willows Road, Suite 200. Redmond, WA 98052 PROJECT: Center Place Shopping Center - Tukwila 11 -06 -98 MAYES REVIEWED BY: - 2/ lt4 TESTING ENGINEERS, INC. :INSPECTION REPORTS ':: INSPECTOR: Jim Kay RECEIVED NOV 181998 COMMUNITY DEVELOPMENT Job:# E8259.. Permit: # ' '16 -'( I Owner: Phoenix Mutual Life Architect: Engineer: Contractor: Kent Halvorsen Visually inspected welding for conformance with the plans and AWS D1.1 -96. Inspected bolting and welding of line 5.5/11 and 12 entry way flag pole framing. Deviations from detail 5/S2 (1) 5/8 bolts were omitted with approximately'/ x 4 weld . replace per bolt. Decorative perf plate welded to decorative mount plate 'A" full length. Welding as built was acceptable per my conversation with engineer. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. 917 - 134th St. S.W., Suite A -1 • Everett, WA 98204 • (425) 742 -9360 • FAX (425) 745- 1737 ikeCL/ 04 NT TO: FROM: DATE: SUBJECT: JJS /tkf City of Tukwila Department of Public Works NOTIFICATION OF UTILITY PERMIT ACTION Permit Center Public Works Engineering August 11, 1998 Center Place Shopping Center 17005 - 17179. Southcenter, Pkwy Permit Number: D98 -0184 Contact Person: Mel Maertz Phone: (425) 670 -6706 PERMIT FEE $25.00 TOTAL: $25.00 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE . IN ACCORDANCE WITH THE PLANS APPROVED ON AUGUST 11, 1998: Fire Loop (DDCVA Only) Ross A. Eamst, P. E., Director Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the permit file. CF: Development File (with copy of application and plans) PW Utilities Inspector (with copy of application and plans) Finance Dept. (with copy of application) John W. Rants, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 4313665 ti City of Tukwila Department of Public Works NOTIFICATION TO RECIPIENTS OF PUBLIC WORKS UTILITY PERMITS Your cooperation in this matter is required and appreciated. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 John W. Rants, Mayor Ross A. Earnst, P. E., Director All Public Works utility permits have a standard requirement listed on the first sheet: "THE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. FOR AN INSPECTION CALL 433 - 0179." This is being emphasized and brought to your attention due to an increasing number of developments where this action is not occurring. In some cases, construction has not been completed in accordance with permit conditions and City standards. In situations where required notification has not been given to the City Inspector, the developer is proceeding at his own risk and may be required to remove and replace nonconforming construction. You are urged to review each permit and set of approved plans thoroughly and comply with any conditions or requirements stipulated. For clarification, the City Inspector referred to above is the PUBLIC WORKS UTILITIES INSPECTOR, GREG VILLANUEVA, WHO CAN BE REACHED AT THE 433 -0179 NUMBER. Fax (206) 4313665 Project Narne/Tenant: R ENTER, PLAGE 5HoPP rain CE NTER Value of Construction:0 2.79,O0D Site Address: City State /Zip: I Dc. S- 171 60ur11C -ENTER ?v.vY 101c.-WiLA cwitis Tax Parcel Number: Z4Z309-104q 08, tea 301-ot 65: i v.2. MA - 9 671- fly Phone: Z0A - A1E- 9800 Property Owner: PINTA Ac..1..E REAL `! 1 Go t-% t An1Y Street Address: City State /Zip: Ltut 3t u,K10 Rvt= S SUITE Ito SEA WA °IS MY Fax #: ZOb- 233 - 033 I Contractor: , , • , , ,� 'Co - 0ETERJAtN+ Phone: Er- 3 BC Street Address: City State /Zip: ' 46 - - -. .z Fax #: 93 - - - - - - - - . Architect: GO N ELL DESI(s1N CAROL) P Phone: y 2 6 _ G70 - ro ?O Street Address: City State /Zip: Z.Z000 GWTH AYE LO # Z F MOUWTLAe: TERR 9gSoy3 Fax #: 1 126 - 77g-t -- `d Z 1 c1 Engineer: Phone: Street Address: City State /Zip: Fax #: Contact Person: t-tE I- M A ERTZ Ph i Z - (7o - 4, 70 co Street Address: City State /Zip: 2.Z00 ( AKE .x) i$Z. F -1LT t....t A 1 o Fax #: 1 -tZ6 - 77'4 - '&2. l\ Description of work to be done: REF IN1S11 AND GN LARGIE ex iT1Nt" PA{ZAPC• AND BxISTILie GENTER TOE ER Existing use: ® Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑ Hos pit al ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office in Schoot /College /University ❑ Other Proposed use: ® Retail ❑ Restaurant ❑ Mufti- family ❑ Warehouse El Hospital ❑ Church ❑ Manufacturing ❑ Motel/Hotel Cl Office . ❑ School/College /University ❑ Other Will there be a change of use? ❑ yes ® no If yes, extent of change: (Attach additional sheet If necessary) Will there be rack storage? ❑ yes ® no Existing tire protection features: ,® sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: N i A existing Area of Construction: (sq. 1t.) N i A Will there bo storage of flammable /cornbustible hazardous material Attach list of materials and stora a location on se arate 8 1/2 in the building? ❑ yes ® no X 11 •a•erindicatin. • uantities & Material Safel Data Sheets CITY OF TUK ILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 omme al / 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 mall or facsimile. C APPLICANT, RgQUEST;FOR PURL'IC. WORKS ;SFE/'CIVII;.PLAN,REVIEWOF THE:FOLIQWI'G ; :. Addltlonm :reviews ma' 'be deter'mined'ti :the:P,ublic. Works De.aitment ❑ Cttararaelization /Striping ❑ Curb cut/Access /Sidewalk g Fire t.00p /Hydrant (main to vautl) # : .G.VA D)LYSize(s): Cl Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension ❑ Water Meter /Exempt 11: Size(s): 0 Deduct ❑ Water Meter /Permanent # Size(s)• ❑ Water Meter Temp # Est. quantity Miscellaneous ❑ Flood Control Zone ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only gal Schedule: 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: 2� -qg PLEASE SIGN BACK OF APPLICATION FORM c'rp! :RAIIl'.DOC 1/29/97 Date application expires: / / -Zq 9,3 Appllcatio la an by: (1nilais) JJS /tkf City of Tukwila Department of Public Works NOTIFICATION OF UTILITY PERMIT ACTION TO: Permit Center FROM: 9 Public Works Engineering DATE: August 11, 1998 SUBJECT: Center Place Shopping Center 17005 - 17179 Southcenter Pkwy Permit Number: D98 -0184 Contact Person: Mel Maertz Phone: (425) 670 -6706 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON AUGUST 11, 1998: Fire Loop (DDCVA Only) Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the . permit file. CF: Development File (with copy of application and plans) PW Utilities Inspector (with copy of application and plans) Finance Dept. (with copy of application) PERMIT FEE $25.00 TOTAL: $25.00 John W. Rants, Mayor Ross A. Earnst, P. E., Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 4313665 July 2, 1998 Mr. Mel Maertz Connell Design Group 22000 - 64th Avenue West, #2F Mountlake Terrace, Washington 98043 Dear Mr. Maertz: SUBJECT: CORRECTION LETTER #1 Development Permit Application Number D98 -0184 Center Place Shopping Center 17005 Southcenter Py This letter is to inform you of corrections that must be addressed before your application for development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Planning Division and the Public Works Department. At this time the Building Division and the Fire Department have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. Sincerel , e40C 7 Kelcie J. Peterson Permit Coordinator Enclosures File: D98 -0184 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 4313665 PLANNING DIVISION COMMENTS DATE: June 4, 1998 PROJECT NAME: Center Place Shopping Center PLAN CHECK NO.: D98 -0184 Plan Reviewer: Contact Nora Gierloff at (206) 431 -3670 if you have any questions regarding the following comments. Documentation is required to show that the exterior renovation does not trigger the threshold for design review. Please provide an estimate of the cost of all exterior repair, reconstruction and cosmetic alterations to the building as well as the building's current - assessed valuation per the King County Assessor's Office. PUBLIC WORKS DEPARTMENT COMMENTS DATE: June 4, 1998 PROJECT: Center Place Shopping Center PERMIT NO PLAN REVIEWER: Contact Joanna Spencer at (206)433 - 0179, if you have any questions regarding the following comments. 1. The existing single check valve for the fire sprinkler system presently located inside the fire vault outside the building shall be replaced with Washington State Health Department approved Double:. Detector Check Valve Assembly. See attached Public Works detail WS -11. Please submit the appropriate plans and check with Mr Nick Olivas, Chief Tukwila Department @ (206)433 -1859 regarding any additional requirements. - ACTIVITY NUMBER: 07e - 01 K `( PROJECT NAME: Ce .) Pk-ce Original Plan Submittal Response to Correction Letter # Si, c DATE: 8- -3-5 Response to Incomplete Letter Revision After Permit Is Issued DEPARTMENTS: Building Division W,- tU C ' our) �! "Z7` j ics Complete El Comments: TUES /THURS ROUTING: PLAN REVIEW /ROUTING SLIP PEICIiLT caoR. Co Ay \PR•ROUTE.000 6/98 APPROVALS OR CORRECTIONS: (ten days) Approved El Approved with Condition Fire Prevention gst2IY Structural h /k.■ DETERMINATION OF COMPLETENESS: (Tues, Thurs) Incomplete Please Route El Routed by Staff (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: CORRECTION DETERMINATION: Approved Approved with Conditions REVIEWERS INITIALS: or Planning Division Permit Coordi nator DUE DATE: Not Applicable n No further Review Required DATE: DUE DATE: .9 - 3 1 F� Not Approved (attach comments) DATE: DUE DATE: Not Approved (attach comments) El REVIEWERS INITIALS: DATE: ACTIVITY NUMBER: D98 -0184 DATE: 7 -21 -98 PROJECT NAME: CENTER PLACE SHOPPING CENTER Response to Incomplete Letter Original Plan Submittal XX Response to Correction Letter # 1 Revision After Permit Is Issued DEPARTMENTS: Builin� ivision PGblic Works PLAN RE W /� TIt SLIP 517/ Fire 'rev ructura DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete E Incomplete ❑ Comments: Plannin Division Permi Cdordinator DUE DATE: 7 -23 -98 Not Applicable ❑ TUES /THURS ROUTING: Please Route ❑ No further Review Required Routed by Staff E (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 8 - 20 - 98 Approved Approved with Conditions ❑ Not Approved (attach comments) E REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved ❑ Approved with Conditions \PR•ROUTE.DOC 6/96 Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: ACTIVITY NUMBER: PROJECT NAME: .XX Original Plan Submittal Response to Correction Letter # D98 -0184 CENTER PLACE SHOPPING CENTER DATE: 5 -29 -98 Response to Incomplete Letter Revision After Permit Is Issued V\VC1 uil ing Division Public Qrks DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete ❑ Comments: TUES /THURS ROUTING: WR•ROUTE.DOC 6/98 C C ?cmii cgD. Ge� PLAN REVIEW /ROUTI SLIP 50- Fire P evention. 6(u.: (y.'IU'Lti StruUt(l Incomplete Please Route ❑ CORRECTION DETERMINATION: Approved ❑ Approved with Conditions 0 Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: REVIEWERS INITIALS: p CC• nnin Division ((44nator' L e m oordi� DUE DATE: 6 - - 98 Not Applicable ❑ No further Review Required DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 6 - 30 - 98 Approved ( E Approved with Conditions E Not Approved (attach comments) ❑ I. Cic r ,(\ REVIEWERS INITIALS: DATE: DUE DATE: Not Approved (attach comments) ❑ DATE. • - : .. REVISION SUBMITTAL DATE: 7-IS-98 PLAN CHECK/PERM T NUMBER: Dcl 8- O 12 L / PROJECT NAME: � n -ke r lace ` i) h p no Cc' n1er PROJECT ADDRESS: 1 1 ap 5 XL - H' n -r y CONTACT PERSON: ML A. MAEe-tz. PHONE: (4z) 7o .. 4706 REVISION SUMMARY: FANIJ RE,SPOMSE. A 04ED Is A copy ox VALUE 6P CosJSr SJci1O J /8u%U ftJ(. VA LuAr1Ot . New.. W oRgS RESPoNs E . ADDEo GEN. MOTE. #2.. • " IN STMA, NEW Dera.c.rog DOU eta cl4 EGA, VALM E .II • .- 0 SHEET NUMBER(S) "f Bldg:': CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 "Cloud" or highlight all areas of revisions and date revisions. Planning :. Fire. RECEIVED CITY of TUKWILA SUBMITTED TO: pt. 21199B PERMIT CENTER CITY USE ONLY iibIh Wor ... 3/19/96 Fire Department Review Control #D98 -0184 (510) Dear Sir: Yours truly, c City of Tukwila Fire Department The Tukwila Fire Prevention Bureau cc: TFD file ncd August 12, 1998 Re: Centerplace Shopping Center 17005 Southcenter Parkway John W. Rants, Mayor Thomas P. Keefe, Fire Chief The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Provide hydraulic calculations to ensure the fire sprinkler density remains the same as the original installation or better. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 Fire Department Review Control #D98 -0184 ' (512) Re: Center Place Shopping Center - 17005 -17179 Southcenter Parkway Dear Sir: 1 1 City of Tukwila . John W. Rants, Mayor 1 Fire Depar Thomas P. Keefe, Fire Chief 1 y June 10, 1998 The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. 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 recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 2. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 3. Required fire resistive construction, including occupancy separations, area separation walls, exterior Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) .575-4439 Page number City of Tukwila John W. Rants, Mayor Fire Department Thomas A Keefe, Fie Chief walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and. Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 701) This review limited to speculative tenant space•.only, special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of adopted Fire or Building Codes does not imply approval such condition or violation. Yours truly, cc: TFD file ncd The Tukwila Fire Prevention Bureau Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206)575.443 DEPARTMENT OF LABOR AND LNDUSTRiES .REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL WASH1NGT 0 m 0 z z 0 SEVERAL. NC`E_ ABBREV I AT! DNS PROJEGT DATA DRAWING INDEX _ _ _ "_ N - _ _ c ..c N C THE LN CH - ..ONSTW,CTON : AL O COMP- TATE A E DENTS T, 'r '. O H BU LENS CODE CHAP ER Sm.,' A AG r?ASHINS STATE [C OE P E Or -rvC NAT oNA_ :L L-RIG _CON EC ,IBC SN REP B - E AATJ_ A 'HE NAr oNA_ RE PROTECTION GI, Di _ A _ C_. ENERGY LODE IN - cN.A,N_ on ry ,TG AL VOCE_ S ., AY -.� _,ROVE ._ . - cHA, _A O C E MLA _ ATTENTE. KING c 4_.. 15 EOY RALTCR SHAT, 4RC» EE ORE _EED'N6 Y1 44 n YE A C TED AREA TEC - V SPELIPiLAYCNS A. _ ABLE YROHAH - HE A,H,,) YE ARE, IN, r DEE,Jc NECESSARY oR NE SCLE55 OF T,_ A ROVA Ea OWNER n . _ AP__Ae E R.GU_A .R ASE, , � aEV D. AND D 'ERA, NGT , CA, GENERA_ ANE A DETAIL,. , CONS , AHERE LONE T OIN5 - R L «AAA - ER E D A L SHOW, - _ _ -. "RI 5 _R L_ AND DE A __ _¢ A N v6 o i W`^BER 5 E .,., c P_'E, AND )4 c .' e 0 z 1 FAREsTRSED my N THE APPLICABLE SECTON OF THE SPEC.FIGAA016 A, LAW RO H DA, O SUBS AN , -O P_CT ON v THAT SECE,. "_ PRESCRIBED o BE PERFOR FD JNEER HE D RTC- SUPERVISION cr T«E sENERA:. CONTRA -,R _ h ANS »1P SHALL BE PERFOR BY PER-SONG SKILLED -H E A RE '0 REASONABLE LE INDUSTRY 5 ANDARD_ AND CONS _ DEAN AD_ E GENERAL CONTRACTOR SHALL BE RESPONSIBLE roR ALL SAFETY PRECAUTIONS AND REC.,IRE`n[N-5 SUCH AS BVT NO' Linn ,10 TO VEHICULAR TRAFFIC C010,0_. AGE FENC.N6, REBAR LAPS, 'AFT, BARRIERS AND . GUARDRAILS SELLA, HY GENERA_ _CB S EACH SECTION OF THE SPECFIGATONS SHALL BE PERFORMED DA,LY BYO TH' THE CONTRACTOR RESPONSIBLE - NO� TEE SHAELL BE LEFT ON - -IS EVENT JO6511 NYC, EVENT-HE GJE- SPECIFIC RR SHALL PLACE E E A- THE IN P ER DISPOSAL LOCATION NE �q_ AS DIRECTED 15 YE GENERAL CONTRACTOR THE JOB 5, 0-1ALL BE AND DEBRIS SHALL EE PLACED IN .)ENTA -- PROVIDE, BY THE GENERAL 0 ,,NARACTOR AT T HE END OF EACH WORA 7AY ". COORDINATION AND SCHEDULING CF 5. FEES AND I NSPECTIONS FOR UTILITIES CABLE WATER NA,RAL GAS ECT SHALL BE C 6E WHICH noRK LUD BE G M N E ELECTRICITY TELEPHONE I B POR AS YE GENERAL CONTRACTOR SHALL TRENCHES RAL CONDUITS REEPON CONDUITS F L D SL E COMPANIES REOJIRED NOT SUPPLIED BY THE UTILET YE 517E PLAN SHALL BE USED AS A GENERAL GUIDE FOR THE LOCATION OF UTILITY SERVICES AND FP,.. •ALL BE THE RESPON'B e'L TY OF THE GENERAL COMRAC OP TE EXISTING UTI,TIES . WHETHER THEY ARE SHOWN ON THE PLAN OR NOT AND PROJECT PROTEOT THEM FRO, DAMAGE GENERAL OR SHALL BEAR A EXPENSES FOR YE REPAIR OR R,LACEMENT OF ,ILITES YE R APPURTENENCES OR OTHER PROPER, THAT MAY BECOME DAMAGED UNDER CONK . TI PERV S ON OF E GENERAL CONTRACTOR EXCHTING E 5. L., CONPORM. KE, A DISCRETION REOJ CEMENTS OF -H_ UT LT COMPANIES RALE.:ON'4ALr0R g AHL PERM, SHALL BE OBTAINED - NERAL CONTRALTO. ✓N.LT OTHERWISE NOTED F PERMITS PERTAINING TO SJe SEC 40,15 OF TH 5 PROJE, SHALL BE O6 A NED YE PRIOR TO BEGINNING PRACTICE o ✓ _ TRADE In THE RESPECTIVE AREA OF NOOK WITHIN SUBCONTRACTOR TI E ESPEC-MICA - OAS AND SHALL EE RESPONSIBLE TOR SCHEDULING INSPECTIONS AS PRESCRIBED BY LAW SATISFAcTORT COMPLEACN AND FINAL ACCEPTANCE OF WORK BY -HE GOVERNING G C AGENCY" AND YE E BN OONTRACTOR SHALL NVE L 5 D RELEVANT FE E A � THE GENEPA CONTRACTOR SHALL BE BONDED STATE OF WASH NSTON AS PRESCRIBED - SC E CONTRACTOR SHALL PROVIDE THE PROJECT CANER rol, FRoor OF C,RRENT AASH1NGTON STATE LABOR AND ND,TRIES COVERAGE FOR EVERY EMPLOYEE WORKING ON - HIS PROJECT RATION AS ROC RE HALL BO N ING E OF S _AA ,TKER SUB-CONTRACTORS NT or ,.Aeon AND 5 ES R EERY EMPLOY WORKIN WASHINGTON G N FOR W ON -HIS GENERAL K LOON ACTORSA , BE ERA.REaRED DR SCHEDULING AND RESPONSIBLE H5LT D NATN6 - SHALL srcRED HE APPROVED THE USED BY ANY WORKMEN R SHALL R LE CONTRACTOR sAAE NTORMATION A5 WEL_ A5 ALL REVIEJONS ADDENDA AND CHANGE s A' D NE EE E. A e E HE JO RD -. .TIE E, I F., V :,..= OINE tA IO DC HATED IMRE EY FOR EACH 6000 50 PT OR PORTIONS - HEREOF 0, - HE FLOOR TRAVEL D1STAN NOT TO EKLFEE, "•S FEET 5 OP AP,AT,ENT TENANTS ME TO NOISE ODOR CORRIDOR FUMES OR DUST SMOKE VIBRATION H.),ARD OF OTHER CAUSES 1N ' "F. COVERAL i OR SF,- _A B ,NS -E W E M.NJ A_ .� R5 _ GJLAR T 5 ' - A, C¢L PL[TE H_ roR � =_ EM OR PARES A- ARE HAL., BE CANRANTEED FOR A PER OP Or ONE N YEAR AFTER CCmPEEKON NOT CE ERA). SPEOFIED AND SHAL). BE SO STATED TY CONTRACTORS E 5 _ P V N.T M Y n c ANT RNr UN FORM F RE LO E DETECT ON S S BE G «TS, R R_ n B,<r ,P D¢ W NG5 4 ,-_ 'EMS MARKED N C • l•RE NOT FART cr --,J1 CON7RACT YE _ 5 BB EV \ER n L_ DEF NE N � �� TE OR£C N HF E yE N'ENr OF A N EST O 4 LL Y U_ED ON iHE D LO «, ELEL ER AL A S B NrnoESGN DR W NGP M qgE S MR bo 51tNED BY S A = G NE 5T TE DF COMMENCEMENT or THE E Mb ON I..E` -I , TO E rHC OWNER PR OR rO MMENLTN �'T BE OU5 AL _ ADJ ADJUST ABL R r ARCH ARCHITECTURAL .OUS fit _ B L BLA N W W E EiLDG B 5 N- NOT IN CL CR C CENTER LINE n r, NOT r.- sc -A_E C CM, CAULKING O. ...ENTER GONG CONCRETE CONSTRuCTION CPT CARPET Rol_ sHED --A, 5_1E5 C R M OOD n -E A L P1A6 DIAGONAL O o�ARRr ELL "YE WE "REVISION REV. "'�' RO RCLGH c _N NG E-EVATOR EHEC A = CO Eau, :XIS En ST NG c D B ER 'P - - a5 S S'ANDARD PE. _ E CONTRACTOR .SPENCE_ . rC� GL 6 AB �Y S.. rvA E,.A2. _ HD NM HARD D e� «W NOD ... N R TE a P N_ a PLA . c A _ ` ° _ - , -.OIN vE N� W W, Gy L L GH T_A MTE PROJECT ADDRESS ?OOS- 1119 SOVTHCENTER PARKWAY TJCKWILA, WA 9018e GOVERNING CODE: 1994 V.E.G. !STATE OF WASHINGTON AMENDMENTS) USE ZONE. GB OU.UPANCY: G04:TRUCT ON TYPO. V N ;FULLY SPR NKLERED) CONTRACTOR TO BE DETERMINED ELECTRICA'_. 5IDDER DESIGN NNDER SEPARATE PERMIT! SPRINKLER SYSTEM: BIDDER DESIGN .(UNDOER SEPARATE PERMIT! _ .'.OVER SHEET EXTERIOR ELEVATIONS A-2 SECTIONS AND CONSTRUCTION DE -A. L A 3 CONTRACT SPECIFICATIONS 5 - A I STRUCTURAL DRWOVGS 5 -2 STRUCTURAL ORAWIhGS LEGAL DESCRIPTION .EAST OJARTER or THE 5.THWES o A e ONN P SOR RAN As DESCRIBED PORTION G,Lovr =RT _ u RreO OF sec On _ _N _ n _ n BEGINNING AT THE SOLEYNES CORNER OF SAID NORTHER _ SOUR «•EST C'JART£R -HENCE SO'' ST ALONG SAID WESTERLY ONE q OF b 00 5 _ OF NORTH O 3 NC E BEGINNING EE OF PRIMARY STATE HIGHWAY NO 1 IS R 5) YENCE SOO 01,t, AO At, A. ON6 SAID EASTERLY K HE A ',STANCE 0' -- tE "F" "HENCE _NEE HE COUNTY OF KING TATS OF r« A.- A DISTANCE Or _E,ca FELT .c RUC ... r _ 5w B EB 53 E ✓E - WASHINGTON TAX ID NUMBERS: 62304 - 906 = -CB 6.'301 - 4010 -OB 262304- 9011 -04 VICINITY MAP SITE PLAIT (( (( /1 //pp [ • �Iq �' 1rli -•NI � 9Plh'*'Irle tirtalE ' I ' O ® ® ® 0 \, ^ ® O V �-4■ - -. .. -= ® . -- I. - \ \ -... O O ; �Y (( ) • U (1) - D G BJL R<�ABR,4� NE' OWME 5G O REPLACE E 5.. DE SEPERATE - A S EPEE T LAT ,S v _ FILE C OP' r•crr I IN TELL 1 1 �� ...-,,, ��y�.f�}�L !■P'r �(fA7 M ; _ : � r s ��,p� �'JI �L� . , �l6ZLl cG gyp �� , ll�� 0��,C ! r. ! T , Yri K irin n.i9D'!'_ ' E1/12 cc 1R r � i__ I 1 � ` -� le.�1 1 r `f \ 1 ' ! 11 - i _ l. }i � 7 -�R� �`` � K .. � `T `I Mnp ' i �� i� r ' „ - l NTOt � ;p J 2 fr i u�'' � i, ll ii � L • r i �' r f — �. �W� g j NC � \' Bare \ - _ - d M YPO \ M1 of ^. N, aNl ° R IA PO Ul 6 .�. \ L, WZ, 3 Pe 1 = 3 O -.- 0_ .. PERMR - + O W 1 ' �' -. EG LC MBINO 1 ` hh r N 'e-" �.�z :3• ( Wp GAS PIP INO ITY OF NI(WIU � , D MSION ; ' "' ,I D ` EA " / r / - r 1 s° - �•� .� � • ww SITE 1 t r..._ ... o O° u Z <n \\\\ , NOTE : •e O W • TEAR OFF OF qN C E % rz:p \ -- -- NSTALL NEW BOLT -UP ROOF N6 .... -- -. -.... SYSTEM AND ALL PARAPET COPING PER OWNER SPECIFICATIONS. ____ - 2 INSTALLNEW DETECTOR DOM, M CHECK 1,\ VALVE ASSEMBLY AND BELO GRAPE n - "- VAULT OUTSIDE Ex STNS FRESN CR ME OF NW LLA MUNICIPAL Q ROOM PER K < F1 COPES FIELD VERIFY EXISTING CONDITIONS 0r A --^- 0 •.. 00 ©0000 _\ Dq6 -0184. osier CDG �desigr group PLANNING & DESIGT INCORPORATE! N � 6-3OS PIN16NIMY Nt1E 547118 MUM fbll PD1NI 7468 NS= FOR 6D COVER sNEEr aryOrrAWIIA T -1 51]74 -a Y PAINT ALL BREEZEWAY WALL SUIRFAC PAINT NU AAA SOFFITS P -I. PAI NT ALL WALL PAW-LB AND LOWER WINDOW PMELS. LEVATION ® SE CORNER OF BLDG A ALE. I/a I O EAST ELEVATION SCALE i/E A PLr . .,r, PAN . DIRECTLY EXI,NG PLY - ALE AT OPNER EAST ELEVATION SCALE C ORTH ELEVATION OF BLDG. B ra — EX ._nNG ROOF LOPING. FAN P -I - EX STRUCTME TO REMA,N PA hr WA1_ SURFACE P -■ -- NEw 2„4 FI,.RRED ar WALL ACCENT COLUMN R BASE 5I✓ TO EXIST Nb NOTE DEMOLITION NOTES O P0 L CHE� B A TR PVI PROPERLY A ALDi6NE0E�MOL�I'ION SHALL BE LEAVE NO EVIDENCE OP PATLHIUb OR REPAIRS ELELTRILAL LONNELTION9 POR ExI51TIN6 TENANT SIbNA6E i0 BE FELOLATED TO NEW SIbNA6E BAND ON UPPER PARAPET. bC i0 COORDINATE WITH SIbNA6E LONTRALTCR ON SPECIFIC LCLATION REOUIREMENiS. SEE SHEET A -3 FOR SPECIFICATIONS AND FINISH SCHEDULE O © O SOUTH ELEVATION OF BLDG B (NORTH ELEV OF BLDG A SIM) 10 denier cuu deslgr group PLANNING & DESIGC INCORPORATEI ,=000 6a1f. a (4"5 O a7U6 FA CC W H z W V ± Y u. CL a = y m 0 W $ Q o Q7 < Wrz 3 Zo 5 W o. (a 9804: 5)7,821! I �m.TE"oPw.n�`.q`raw, sews PROMMILRF and 217.98 a696D FOR OMIT A 7-16-96 anlm FOR 6D EXTERIOR ELEVATIONS MOW ROMEO CBYCPiUkq{A l wl. F Fl 9 6TCORFR A -1 - BCE2EWA- W AND 'REVENT PIOD N PER 5,VC DOSS CHAMFER MIDO INs PRE.PASR CATER - C . PER SEE cTA,ED FACE OP BE -W CC, CA, _ OF oEGK �I� 5 5 , PER SPEC °° G NSW EG,I,P EX■sTNG SHEATHING AT STING 571,, R_ - TYP- PARAPET SECTION EI FLANk LL X4 ELC.,H11.6 AS NECESSARY FLASHNG FOR PRY,- TO OD 6U55ET BETWEEN PARAPET AND FLANK WALL _X,- TING s R.IC,RE TO BE REMOVED EXISTING STR., URE TO REMAIN _. NEW PARAPET 2,1 FURRING - 11 j TOWER ELEVATION NE OF EXIST v5 STRUL I.RE ACCOMODATE NEW TORR PPAR NG _X� ,' S REPLACE SHEATHING AS I, NECES5ARr. NEW DRHV v5'EM MTH V -WOVE REVEALS. SEE DETAIL 5. SHEET A RE EX,STMS SIDE PANEL WELD SHEATHING ERRED OUT � 0 BCT: SIDES .. °_ _ AC_ 24 -V' TO FINISH FACE BRAD. PAINT F A S ENAMEL MECHANICY.L" DRYVIT W. N„N -_'ALL JaAL FIRKINS OFF OP E,IS N WALL STEEL PHE P,AG = O'LE 57 -0 177 1,, mARCSEE /a \ s NEw�INALL SCONCE LIGHT MOL UN D WOOD TED TO 2a'I Sp, x 4' STEEL PLATE m EA. C LUMN. MOJNT PLATE vY/ 3/e" m AG BOLTS CONGEALED BEHIND L GHT F xTURE. FROV DE SO BLOCK v6 AS RELV RED. UPC SHAPER 668 WiP GAFFES WALL BRACKET WITH ALLEN PA NT PNISH. - EX Sii NG WOOD SHINGLE SIDING TO REMAIN. INSPECT AND REPAIR/REPLACE 17AMA6ED SIDING AS REOJ RED. OR BD/ PRICING PURPOSES PROVIDE CO5T5 PER SOUARE FOOT FOR REPLACING DAMAGED HORIZONTAL CEDAR SHINGLE SIDING. NOTE Se ALE 1 / TO FINISH FACE- -- IN_SH FLASH FACE R RAPPED AROUND W2LL FACE P TO DDFI N SHED A5 W _ D FINISHED PEP! TOPER ELEVATIONS : T Ex5 LUMH _ 1 / ( A CmYt ( -_ 1 HORIZONTAL DIMENSION °LAN TOWER FLANK FRAMING PER STRUL. DADS. rl I n r 4 HORILONTAL DIMENSION A a ECTION ® TOWER FLANK ROOF FRAMING PLAN ® TOWER 112 O SCALEI I/4' . I' -p LEGEND STANDING SEAM METAL ROOFING 2x PAC nIR =M�sr <ET.. wL�en - c. :1_;72 _,_1 OF FINISH FLOOR SEE SHEET A - 3 FOR SPECIFICAilON5 AND FINISH SCHEDULE EXISTING 2.E WOOD FRAIANG TO REMAIN NEW 2.4 a 116` C ME WALL W 518 CD% BOTH SIDES. FOR HEIGHT. ENSURE SMOOTH TRANISTION BETWEEN EXIEVNGAND NEW NEW NON STRLOTURAL 2.4 FLARING W' 5/5" COX PLYWOOD SHEATHING. ENSURE SMOOTH TRANISTON BETWEEN EXISTING AND NEW 2111117= I R2' ORHVIT SYSTEM. INSTALL PER SPELIFICA7ONS AND mi., DIRECTIONS B/4" SYSTEM WHERE NOTED) EXTERIOR GRADE SOFFIT BOARD RADIUS TO UNDERSIDE OF FRAMING INT P 4 ACRYLIC. FIN15N. LJ CtECTION TOWER A2 A2 ETAIL to RAFTER TAIL ALE: P = 1' -0" SOFFIT FRAMING. P -4 ACRYLIC FINI =_H. SOFFIT BOARD. SEALED AND PAINTED P -I. LINE OF EXISTNG STRUCTURE 1 ORTH TOWER ELEVATION (SOUTH SIM.) A2 REMOVE REPLACE E WMEW WALL PER PPGS NEW 2,1 a I6 O C WOOD FRAMED SR, CPX PLHWOOD BOTH S SEAL , E L JOINTS PANT PA FACIA X6 PER �/ STRUC CAULK JOINT -� . - SEAL AND PAINT expos.," FACES OF , i,1000 EXISTING 4 EX ,RIOR GRADE RE LncE I. o,n oR ��; ° T�EaeD. EXISTING 2., TOWER WALL PI/ NEW ',VIT ON EXTERIOR FACE EXISTING W12XI4 FRAMING R DRYVIT ACCENT AR, RROVIDE DRIP NOTCH B077.0,1 FACE PRE FINISHED 24 GA I � D STANNG SEAM . METAL RoDFING RADIUS OVER S/8 cDX �L TOF 'E SYSTEM F 51M EWER NEW OWNER SPECIFICATION. STRUCTURE AND STRAPPING PER STRUC OWES. S/8" LDX T.I6 PLYWOOD ROOF DECK / P 24 GA PRE - FINISHED STANDING SEAM METAL ROOFING / 1 / RADIUS RAFTER TAILS CUT FROM DIMENSIONED LUMBER // - a ®16" O GJAL 1426IN2 I'I /2" TONER'DRYVIT" FINISH OVER 112 - 'CDX' PLYWOOD SHEATHING METAL FLASHING 1- 26 GA. FRE- FINISHED MET ��}L}��ppFLASHING WRAPPED {p(111 ,RASCIA BOARD ati:Vc 1 1 1 1 1 1 1 1 1 11 1 VDU osier deslgr group PLANNING DESIGP INC ORPORATEI 64111 Ave W. Su■te 6. 25)X70 -6TO6 122 (425)774 8211 CC W H Z W / V r Z Y a io a D y m v W t a �g J CC ' a Z o W o . 7 U rl— REOSIO, 518•8 PRELIYMARY 1888E 617-88 ISSUED FOR PERMIT Q 7-16.85 MOULD FOR S® TITLE TOWER ELEVATION CONSTRUCTION DETAILS ROOF FRAMING PLAN h ^lo.: MRD Drawn By cl]vo EIVED FTUNwIU JUL. 2 1 1998 58087 PERM "CENTER SHEET A -2 4 .T2 an Ns N csse Tat Mark, 86. m os mo Pammetwnok, ree. n Me 644435 46 m 6. rn Men 44474 m awmeso nrbeaeTt c 2 8,3 5 ' V556 MST, 3.2.W. rm. 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Me, 12 n9,5 114 6 3749 2 2.14, ,eMoa Tr. 72.6 be a fmtcm,ler natemoossa am, oeSree coat, eV oteg.2 co48 arc tenon Matm veree Vann. A5n ENE .1 re .5 brons 0 Lc, Term a A. 625 Otteeeatd1,52therni 5900*4.64*7 4548* e • at...tog 6.6f 0-4214, of m 2 renew, Index 24511.16-1T55, m 21075 .5 Plek5161 Flesellay (ASTM D-521E-a eame: or 10 rag,. erc mare at , degmss 5 Rooftop Clack.. In. IDrt Resekrbef • ASNI 9319-51. 05 frantre aN Tate, roes T m vette Cement 190 IN 0- To,. 0489 I rt. Nell be beer crel as.en sn'l be Ooneo et, 9,8 Mptems A. 21 paper ..1 be rm., . rnnee sr. m . Non.. es, 0244.49 MM11.5 TREPARAMOS • 6e5e47 /11.9e TM. frems.sren semaresweetwes on arblwatan E GNiless rnom.turon rewernanabor pkb.tan 05850 I nte offer. mwebtfate.nee Fbres or Sea. TIY,C5 . Ont. mktue Ps. Vrt PeN6 Resstm: inn) .Fr oven R.Ntame PPIN '471 Mb uP mate, . mangeseas PAR a ESCOSTION 301 11288.1011 A Ear.. mask. mfor qoplwatIss sarVame ar 0270.7115 ore Orykr. Neter Inc speanaaame Aden Arehlect of ab aramerman nmsE kw m. 1.1 weatsketers eormalm are were,. 3 05 11-6,51.A.N A Boang pcken arm Att...ars pone ceeencrae r,refrerte 4, 5668241858 me is 8,Bsom babas 44 41724 6147960.4*044020 494472*6 924807146 E Inv. Some 5,62 ... Ea.,. 39 set elw respect to wasteraeerm .480 . nres bard po., 2 Proasef oNflact prts at comers • Att. 411:21.47 nom. 4216, cc, eed malu r camper emdeo ootte. 5 511ber am, goes ot realston Wad ,V,5 506.4.0 ese sr.. eve ern me mooct me Isc to. 'toted. cue . m.o. re. Ropoo 78:700660.6-81 Pro Ode Oecems nor, coot I Spet fame,: b., .,16 senels 885.-e r Mee Prone Comm Mess ot Tamers aco tome. p.c.. 0811864946 mea. 5 610 4' gteefreal. nsf of sat 4355 410 set ye ma sne wet r mb8 Wk. men AM mon. mem W tw WW2,. crane,. me re. m smasgs Akkly coat of .4515 mx1,0 ectro e • txe Mwe realatm own r 4064267 embed inteceectote me. ne1 Nen. mIstre . srfeatb srface rnek s 2m1 vMP e b 811. la My 54 Wars 5 Trok. leser of Nen21.2 in, 0, Mo. Loot over et., ace rec., o car emeo Ism Pones mak o 04219 6enesb mstue ent surlace M Oryt, nto.on Ccerd lc "NW, 1 4 . 56 c1 01ICNOSS n1 CII.C1 Dry, Ser/orong NW. ntc. net &ens. end 17804 wrfoas nesS a not 0.2 A kw- ca0 apalbares rnommenee b neh eases 2 nen, on all mks, 5 Mos. o SOL. Mx cod of Rens s nstwe meW fat MN, M88 Wks 24 No. T NNW I A.6, [Tyr TOR - .1.12.116n FrM Nrs merefeetuer feammon.... ono m,ttconnt note o operot. MT.,. Joints or warloklue Nye • reskre IMO to mat. csarso red markle 5 RM. w F." ato en, seobbat ,on Sas, o NM. CeM FT. or Comm. c.ef b. soot m rare 506 CLEAN, A Remo, motwMI om . toto sr. left over from syste. orprcetlen Clem celjeced motectels or, suMmes .aon area ea lore 9., motor,. re.thg loom system .91.11m END OF 5ECTICN MELD APPLIED OPMIATION TART -.EP, a mom. 5. • Fa.. es. 3 .2.2 IMPT YV ETLKER C. ...etc 2. ▪ NeW.Grer mos6, wormy ebilsonna. Mcbm 4 721 0.1 ertm ern oy San.. 5,62es. 34 e.„ 2 5003 2X1 9 OLAL, ASE,A2, A - In seemm Ve ned sews p.m res. occur ocrce ran a 6.21 Oe., ea Row - tete , Ea...aske 1 .7 to CO un 3 5.6 sL M1ms. , met m ?ewe- A 5.1:82 Wee. 5,5 erm saran es.6 nes A rwoname ern .1 EMOO CM Ea__ M3MT a re Mee port mare.. r sea oce.o cootarees nen, mo.ot oct.eo, Apr ceo apt, oh; vmetec em. mmoc - .4040426004 Tare rpe M past tr. fare w'n ce. o iretrtettom v.,: coo Ame M ,COL cc...a oecto Marc .115. Me Ares .6" .1 re Var. ass mrseses ta, c.o.. m.o., m m , ow,. Jenretea or6. of solo sc. r awn e tm, . 5 renmatome M clegmes T r ee Mee me, mew. ens, measun .e vent Me 2 .w.mn bac.. A Teem 621, smaebt Mae m.o. M... bra ear.. Reface 24773040484,41 M m ^me-. e nootect•or. ICE MAMMAS A. erwbse Omar mcotee art,. bto• mateelale pabn rooks, fat meas peel, ass sPeam or Meteoettio etateo tate otk ,tlroter mho. teelec nom. arremated Zge fre EAR, FRC., 20: a men en.. sp.... ern.. km,. seer. • Pmamm Sewe• eta.,cm . mown. or. non no6reel r AN" 5 ae, w Mr. on ...al), p2)141, sorT TAM' 5.61. 14104/9 4407 urfases to be rak.fs fecerbeermee bt, and, nn.Terturof 352 APFLIC,{5 A 6044.1478464405 E Mk. fume sects as octea,J to commas oseptc.o ndh, Nem 6.8.16 eeqmenemts C. Reno betmen .rts to ashen reo,reel tot. • 11.146 moo el on. s to cee, e poet eocete 64.47 ! meersco. 665 STSTEsW M Ocean Soks Roma 5400' A726 OW 66 92e Wmatern nada 8_,Yel ken 2 M. Coat_ CSC T .PJA `nab 5emer PI of 115 . free we. 9 3.244 2741 C. MN. Sort. Eqsre, 202, Fmmne • E parted ot 1 5,12+2 IANT/NT ALM97 System Team Sear, fax. sheen 2 522* 2801 CIC As1211, wane tbt to 42 . 5. Mode 5 Sem... 840 'NO 5otm 49.'1 ALMTO owner 4 1564 070 CSC • 13, Sate Esslie 4121081431.1' C Feerms Metal - ARO 5.prew 5031. M coots 17 et coot 41 mswrrtrke ors. ..2712 wats °S. mantel 2 keen 7.517928 1284 odes, rer.,4 018.1Se 305 CLEAN A 9*140062469220$128 .86.966147 eon., cre salase from rker 't removed D Remake mass, C Veal m replace mat nee Rowe elect fares ewe,. by overs9, reploce A. Nee tlenteol corrvarects I 19 Mime Immen me ref Inters awn. Pr wwf END FINISH SCHEDULE P-i pRMAR, COLOR 01 47764 0E41/-6195594246 oN WOE( NAM EHARE. CORM 11 661211..1.EJ • COL2151 9.5 ON H., ALKYD DUMP, Cd.Oft. 1, 5015DICIATIVA1ED MEL. 51.130,125 ON .50. ALKYD ENAMEL COLOR, . (SAFARI (WE P-4 TObln TA. DRWIT VTR -1112, 580051.A51E0 mNam FACTORY 8664 MIER BASCO 04,llLl4rllllO COLO, • NO MNINS MITE P-5 TOTER ROOF ..51rt COLOR ON MET, SILICONE MODIFIED POL.TER POSNT 096411 05141 0958- HT., SANGTHASED COLOR STAINED MATCN PANT COLOR- TO MATNI P. TOP. KGENTINIME ME. FRAME ON Nei, SEMI-6.65 .TE. COLOR: 82016A (OM 7.1.1 • FIRRIRE 9N MET, 50111-.55 ENAMEL CO-01,W MTGE IA3 All PANTS TO MAT. PARKER PAINT COLON DESIENATION C erVIT @ TOWER CORNER 4 ,047 IL. 04 4 ;: ONTSST 575. • BACmiltteo •Coto 2 45. 318 016VIT STSTEP CL RYVIT * ROOF LINE ALE 881-9 S. TLY CER YVIT INSIDE CORNER TIALF 51. (3, 11YVIT TOWER FLANK WALL " ALE, M1ALF NOTE- NO TOP FA5TENER5 N MET, COPS5 T.ENCONS5 TO BACN SIVE RIX WENT,. FASTERS --t -- t ,, 1 i 5 5. 5/15 T 5_ 5 125 6' va• sn:a. FurE (2) 2/2 x 2 12 LA6 BOLTS INTO E121511N6 VIDCOFM0610.5 5ET fkATE ...NT BEV. CyE CTION METAL SCREEN ALE HALF 512E TREATED TM M AST.. TO . 1.1.4 AMEN SE AND be MALee9 0 1/2" 190/0 509901-7 PLATE 740 904.0 AND BRNO SMOOTH 96 BALL WELDED TO SUPPORT - 2" 2IA STEEL PIPE 5/0 ALLTHREAP . PER STREET 21165 0/8 STEEL PLATE NOTCH ET ROOF LAG POLE UPPER BRACKET 4' x I/4 STEEL POLE. PANT P-4, PEGORATIVE BOLT 1 HEADS IAELDEP TO PLATE 4 2),5 2 212 2 1 5 5/4 PLATE 60NTINUE5 AND ATTACHES ) 41/2-1 1 TO 4251,611RE PER STRUCT EHIGS pl. Pow.- C LAG POLE BASE I ITT DIRTMT kr57E1.1 e DR Y VIT 0 REVEAL ALE HALE 517E M2" 5TEEL PLATE 1/2" STEEL 71.41E NON-STRUCEJRALI NoS 033 • lik■■■• maisiimmoi conpei CEOG desigr group PLANNING & DESIGI INCORPORATE/ X2no: 4 ` 6706 F. (<25)774 821 ■ RIATE ok wAssikarok uJ z a 03 , ! CL 0 I 2 g 0 LLJ f, O g 0, 4 Ir /0 2,3 a P. I- CC r.• LU , 1- , z e UJ 1 0 vz 6.13.0)1 PRELIIIMARY ISSUE 6-27-88 18811ED 706 PEWIT 7 ISSEE FOR BID TOLE SPECIFICATIONS DRYVIT DETAILS crri JUL 2 I I2198 88087 PESKETEANTER Job No E SHEET A-3 EAST ELEVATION EAT ELEVATION 0 0 0 0 0 PARLFE SOUTH ELEVATION - BLDG. B (NORTH ELEv. - 5LDG. A SIM.) out L NEW PARAPET( _ I FASCIA { FPORAPET NORTHTH ELEVATION - BLDG. B NEC DDR435.ScREEN PER ARcHDIGS 1 0 STRUCTURAL NOTES: csam THE UNIFORI BUILDING 000E 1984 EDITICIL IIK 1OOni 8008 7102 LOAD 25 P F LATERAL LOADS: LUND B0 MPH, EXPOSURE B SEISMIC ZONE 3 STRk%TAi4 4 MIP8 l I AHF0IUB STEEL: 8TR1214RAL GRADE ARM A 36, MAXIMM 34 • 36000 P81. ALL WE1D8 SHALL 150 3/14" 1151111 0043340116 FILLET WELDS 051184 Al. CLASS E60 ELECTRODES UNLESS NOTED OTHERU00. ALL '_100 SHALL BE PERFORMED 133 WELDERS CERTIFIED BY 1800. ALL BOLTS SHALL BE :9111 A 301. STRICIIIRAL LIFER 4 TIFBERI ALL LIMBER SHALL BE GRADED IN ACCORDANCE 034 CURRENT MBA STADA , GRADING RILES FOR WESTERN LUMBER USE THE FOLLOW,* SPECIES AND MINMM GRADES UNLESS NOTED OTHER/ISE ON THE PLANS: STUDS U SILL PLATES AND TOP PLATES DE. L OR NEM -FIR 2 Po•B50 PSI EEEEEEE� JOISTS AND RAFTERS DP-1 2 OR HEM -FIR 2 4 BET, •859 P91 REVISIONS ALL PLYWOOD SHALL BE APA RATED SEATH1IG. ERFORRE 1, 45AD3 C -D UN A MIN SPAN RAT :. CF 3211 FOR ROLF AND 24/0 FOR WALLS. ALL A32111/10 PMIELS SHALL HAVE. I/8 GAP AS RECOMMENDED BY AMERICAN PLYWOOD ASSOCIATION EalfriZelekitaiik CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS 114 THE FIELD. PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENING., HAVE BEEN INSTALLED. THIS DRAWN* IS INTENDED TO PROVIDE STRUCTURAL DETAILS FOR SUPPORT OF PROPOSED CHANGES TO THE FACADE GE THE SUBJECT BUILDING. NO DETAILS OF WATERPROOFING OR RESPONSIBILITY FOR THE PROTECTION OF THE 9TRICNRE FROM STOR'1 WATER INTRUSION Ib INTENDED:' ( OF 10040 (1,, I 11 0 HUG 1 8 1000 CDG Connell design group PLANNING CX. DESIGN 1 N C O R I' ORATED 22000 641n Awe. W. Suite 2F Mountlake Terrace, 14 98043 (425)670µ67O6 6 NIX X (4 425)774 -8219 TLE BUILDING. ELEVATION 98251 Job. NO ... GAR Drawn Ey. SHEET 0700 13 D LJ LLJ ✓ o z � 0_ 0) Oc U Cr) r LJ 40 U N DJ Q N 0 J 0 Q L J Lo Z 0 0) LJ 0 s ORY JUL 21 Mai . 033533 S -1 EDGE W NEW ROOF 'PLYWOOD PANEL. FOR FASTENING lON 1 -. _. - -.. REQUIREMENTS A35 FRAMING CL IF AT EACH STUD-NAIL TO EXISTING ROOF EDGE AND STUD WITH 3 -00 NAILS M EACH LEG HURRICANE TIE EDS AT TOP AND BOTTOM OF EXISTING ROOF 0 'STRUCTURE AT EACH I Cu9?0MCUt C. SCALE : 1" • 1' -0" ROOF FRAMING PLAN SIDE ELEVATION SECTION II 5.1 SECTION L° 2 4 NNE 6 -S/8 "t THROUGH BOLTS TO EXIST. W 4 WEB . ) C FALSE ::COD COL1tN -� <51. COLUMN Li 73 HOLOOHNS AT 7471° BOTTOM OF EACH FONYWALL STUD t AT EACH RAFTER NEC OC . P(NY CJ EACH STIR TO F. EXIST. WOOD NAILER CONTRACTOR TO VERIFY 711119-3.01 OF 1/7 "0 ANCPOR • BOLTS TO TOP OF STEEL BEM. NOTIFY ENGINEER W DIFFERENT CONDITIONS NEW 244 AT 74 OC Ex15TR.G ROOF EDGE CURB TO BE REMOVED EXISTING REMAIN T W 1NG RO STRNCNRE O _ 4 HANCaER WITH 4-1081411/2 LO4G NAILS TO SND AND TO Ix- SILL PLATE NEW FLAG POLES TO CW ExISTING STEEL PRA, COLUMNS OUTSIDE FACE OF D. BELOW OUTSIDE FAC.- MAROEE BELOW wG SEE SECT1w "' - -- LID 240 BLOCGC "^G BETWEEN JO. T9 9TR -I SHEAT lO.RAL H. SEE SECTION FOR FASTEN. R CO MEENTS O xIST� A i Q txt4 WOOD BEM Ex157I6G PIM BRACE TO REMARK: SECTION SECTION EXISTING STEEL _ 8 TO REMAIN EDGE BEM BUUILT-UP. OF 2 MEMBERS COT CHRVANRE THIS DRAWING 15 MENDED TO PROVIDE STRUCTURAL DETAILS FOR SUPPORT OF PROPOSED DNAWES TO THE FACADE CR THE SUBJECT BUILDING. NO DETAILS OF WATERPROOFING OR RESPONSIBILITY FOR THE PROTECTION OF THE 9TRUCT.RE FROM STORM WATER INTRUSION IS INTENDED. w 712 0 HANGER O 0 NAILS BE AN JOIST 0-100411/2" B M D NAILS TO JOIST 1R" PLINC.D 97R1C7. I SHEATH,. NAILED TO AL L SUPPORTS WITH NAILS AT 0 OC SECTION NEW CURVED TOP PLATE CF PONY WALL 6" WIDE x 2 "THICK LAID UP WITH 1/I" THICK - I PLYWOOD STRIPS. GLUE EACH LAYER WITH PREVIOUS AND FASTEN EACH LAYER TO THE LAYER WITH 82 WOOD SCREWS AT 6" OC. _APPLY PLYWOOD EDGE NAILING AT BLOCKING SOLID 2410 ELOCKR. BETWEEN "JOISTS-TOENAIL TO TOP OF PONY WALL RATH 3 -1681 NAILS EACH ,NEW BUILT UP WALL TOP PATE (SEE SECTION •`b.) bEw 2x6 Ai K OC. PONY WALL _ExISTING STEEL FRAME AND WOOD NAILER TO REMAIN ARCH DOUBLE 2x10 JOIST 1-111212 M1. HAIGER9 WITH NAILS TO HEADER AND 6 -10d x 1 10" NAILS TO JOIST 7-5/8"0 ALL THREAD AT 3" GAGE SEE ARCH DWG 'S FOR DETAIL EDGE "e STEE TUBEI FLAG POLE I N TF: SHEATH ROW WITH SAS" PLT LOOD NAILED NAILS g TA SUPPORrED TH EDGES WI . AND AT O OC. ALONG INTERMEDIATE FRMING MEMBERS SECTION SND WALL tiR 3/8 AT EACH RAFTER TOE-NAIL TO WALL WITH 3184 NAILS IN EACH BLOCK E REMOVEO STR OTIMAL SHEATHING, I - /!" PLYWOOD ON ONE I SIDE NAILED WITH ad NAILS AT 6" OC. AT ALL 1 EDGES AND 41 TO NTERIEDIATE SUPPORTS_ ALL EDGES FAUST BE SUPPORTED BY MIN 2x- I FRAIING MEMBERS. SECTION •-,R IR21"x0' -10" - JOIST OJ WALL 1410D CURVED 2x- JOIST AT WALL BELOW NAIL TO TOP PLATE WITH 1•81 NAILS AT IS" OD. - !NEW W BUILT UP WALL TOP LATE (SEE SECTION ,611 1(m.puJOIST0BLGD IN ELS. APPLY PLYWOOD EDGE NAILING i • I AT BLOOCING OJT CURVED RAFTERS FROM NAIL NEW SILL TO EXISTI 00 ROOF AND ILA AT 0' .C. WTH Ibtl NAILS 4T 6" O.C. OEWE BEM CONTINUOUS FROM CORNER TO CORNER HUM MIL HANGER WITH 6 -108101 I/J" NAILS TO EDGE BEM AND 6 -10tl xl 1/I" NAILS TO RAFTER F I 1R (I1\i IEp PLG ■ 1293 CDG desi g n design group PLANNING & DESIGN INCORPORATED 22000 54411 Ave. W. Suite 2F Mountlake Terrace, WA 98043 (425)870 -8705 Fax (425)774 -820 REVISIONS 5 -13 -98 PRELIMINARY 155UE 5 -27 -98 ISSUED FOR PERMIT MULE SECTIONS 98251 Job No_: Drawn Ey: 10446 092 o LLJ z LLJ U 0 0 Z 0 4- O 0 () L Ll_I p L J N co Q 0/ CY I I— � Lc-) Z O 0 W O r C4Oi,(3 4' A JUL 2 I N98 6 0164 y/IEy SHEET S -2 i l\ I 1 I 11 -1'11% Sri iS 1[1'.:1( SII -I 6 1 crinoo■ Corpora J L U, Mae' ttt F L A '.r :te r fl C1. 7. t. Y. Cc3,11— \J AL ‘.1E._ xIsT N � UNCERC,ROC/ND ✓VL r WIRING N0. DATE '150 REV SIONS SEE FLAGGED AREA ON PLAN 0 O H CONIRACT RESPDNS IBIIL I TIE ITEV G. E.?, 5. STR EET NATEP CONNECTION UND RGRO NO WA'ER 'u4I.NS ■ 3AFIOF .L l,. OTHER r - 50U T.FI(,ENTEZ Pp, L: K., FLAY QKvte 0 0 0 , T I 1 I bl E TYPE TOTAL alb TH 08 ( 8I'CE $ SHEET 9P t ■ con Lig PR I NNLERS d aI omocc-po - ` - 21 EF- 2A_LL5 LVr 3( 5 KKL_ ROOS la 0 STAR 82L5 AND 'A 8WL EVUL5 ON 0080)0. 1 CLASS 52 PPE: 3 RECAST CINCRE• VAULT' 08,0588051 E! PIAHE COYFR0 150N' TO /A AY Of 04 5 ZE OF 155E SL 4 0 S NA APPRGNE0 L DOER. IF 00 30 OEZP 5. PPE SUPP0R 5 A D U8OE8 ? C ..K. 81881E COPe1 6 R R W v DAZE TPASS r t A APPROY00 Pc,. AP WA VA R 6 M OVEO O0.VA A WIN L IY iN0 RLS L ENT $_AiED K TS, AVM. 5 CCC 0 5 F g L R 8 N ,R CR AP, EYCRI . A C_n'J? 2 1 3 T 8 , 3 0 8 e 0 0 5 0 ' L •VJ H'H POS IND U OR VA 13. FLAN.: TEE A D 5E00 Y SOEO CCORNGLY 14, FTAVOE 9 0: SO Eno 15. 4' OR 0 01 CUSS 52 PIPE FUEL. 1 0 4. OR .61.90' 5 000 8 52 J. 6 O 90' 0.1. 52 PIPE, FL•R 18 U' D. 11.. R 1 LIVED 5 0 UL OS STORK CONNEC0`O R'T 30 O4 45 DECREE 51.300 01 C0 20 6 9 6 52 PPE IE.Vp?. AS CUIREO FLINT- 6. 2 , 5 I'S FL 22. 165 0 TYRE OPERATED CHECK VALK %TM BALL OR VA i0 R INST,N, IEO HO81008r NZOttA1Y E FII N ISH CANOPY SYVBOL 1 S'(STEM TYPE I 0 KEY OELIIGE T Y L ❑ 1 ❑ DRY ❑ PREACT 0 O APP'RO'VALS' U U I� Hoot 1L_ 1 K / Panl� L 0180,0 Bolco YPE I Q 111 9i 1 1 00\ rN(D n , - 1Y ":".17 S ::Ir -. - 1i 84LKFLOW PREVEN1045 10EC i* APPROYT0 E0 ' 00. 2 520 00011 YSEO ON 5911%86%5, ,,, NO Mw, NC NINIO' U These plans have been reviewed by the Public Works Department for conformance with current , City stanet ;: r ds Acceptance is subject to errors b'F 1^142 and °me els which do not authorize wok: Herr of adopted C.andards or ordinances The lc ce'e .Ibllty for the adequacy of the design rests Ic'',eliy''.Yilh the designer. Additions, deletions or r00101 ns to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval Final acceptance is subject to field Inspection by the PsbJis Works utilities �nspeotor, Date 8 JN(9d ' By: „� yQ 1TAT QR nn1 CFt0C$_.$$,,$d4 .a;BMH 706, 1 Y 00 F � L ` H ( Ocf/4 osj, ) 3! A SEPAMTE'OETNL PLAN FOR '.. VAULr INSTAUT;ON APO SPRINKLER U E 1.51 SEE PER f, b /Tie) Ns DE SUBM0TE0.AN0 APPROKO.eY THE PRE VARSFWI PROIR TO INSTALIAT'ON: WNIMUY: APPARATUS SIZE. SHALL BE 5' 5: VAULT. 2 W 8 BE ,SEALED PREVENT WATER LEAKAGE 000ER 5.811 BE REOUIRN_N DE FR00 TOP OF LID TO SLOOP. OF VAULT 0 0 1C,EODS 30 INSTALUPON OF ALL UCORS SHALL BE !N CONR,IANCE r0 ATE 0A ELT _O .' GLE YALLTIN pUATnG': AREA ANp •Oi IN PAVING AREA UNLESS . R,.VFO BY N S R. 8 'ITN / A CS 0011 O IN ACCORDANCE E CEMENT LINED ELL ( ( (SEE AP08 REO ) 0,0). `5 CF 9.. PIP0 SHALL B 0110/A21 oucTLE IRON . 00(1840 ANI 113051 ,CL52 k C.0E1 LINED. 10 INSTALLA ON V AFER 000PEE INSTALUR0N�NSTALL� PERMANENT PPC Of SUPPORT STAND. 11, 800010E BALL 0RIP VA1S ON ED C. 01-TE01( VALYL A55EMOLY 0R AT 500T00 OR E.0:0. RSER. 12. FIRE O050 CONNECTION BE °RONOEO 505 0 (1) 5' STORR CONNECTIONS 1.10000 0 1980 30 DEGREE ELBOW LL TREE I3. A R 818150 TO TBE INSPECTED, 100 FLUSHED PRESSURE 1E5100 IN THE BRES NCE Of AN WSPEC108 PRIOR 10 COVER AND CONNECTION TO THE 14, P08 INSTALLATON, •AC0F100 PREVENTION AS5EMBLIE0 ARE TO RE 1E57E0 BY A. CERanE ITFSTER 4800 810. TEST -COCKS ATE. LO B E COPIES P.WGED AFTER THE 1(51. EV00 EM0605, 105Ta 5WLLL P RO V IDED OWNER 3.',08.6SE, AND OF 165T5 RESULTS ON 9E E . A 800,1000 15, CONCRETE, VAULT SHALL 108E ONE 4 •4' OR Two 3'E3' 57EEL HINGED (0085, RECEIVED OITVOFTUKWILA 7UL 3 1 1996 : PERMITDENTER 1 A LE: ■ C E iZPL ACE S L I O ( ' P I ' NG CE NT E R ` dTEI7l I '' 1901 2N D 0 S. -00508 1)0 DRAWN 6Y 1 1 [4 G . 1 cnLT55 C0 OKED BV• ' GRINNELL I I fJ c FIRE c o L R , CzL>r K�'LOW NbNGE OU 1 PROTECTION 1; 'N 1 SYSTEM DES I GN DATA SYSTESLS COMPANY M Is OA 9 ISIS CENTRAL R' 0 N �LR_NE£St K K IMs $ { I C O 88TEL o 12061855 5 5056 wwsiocu pn[ssups psi w Tx Wu FLOW, F 0 12LBIB5962 N¢N Ai 7 / : KENT Wn• ? 0 oWnc01 D80 150 N0, F I t CONTRACT NO: 11.41 A`J 1 I I 1/ C. a7 I. .05 • ti , 1 H I =�U 1LD111Le f!73 1 !?cY 1011101:2.1 0-