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HomeMy WebLinkAboutPermit D99-0285 - City of Tukwila / Foster Golf Course - Crew ShopEXPIRED 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: 000300 -0049 Permit No: D99 -0285 Address: 13500 INTERURBAN AV S Status: ISSUED Suite No: Issued: 12/03/1999 Location: Expires: 05/31/2000 Category: NWSE Type: DEVPERM Zoning: RCM Const Type: V -1HR Occupancy: SERVICE STATION Gas /Elec.: UBC: 1997 Units: 001 Fire Protection: NONE Setbacks: North: .0 South: .0 East: .0 West: .0 Water: N/A Sewer: N/A Wetlands: Slopes: Y Streams: Contractor License No: CLEMBIO99KF DEVELOPMENT PERMIT OCCUPANT FOSTER GOLF COURSE CREW SHOP Phone: 206 433 -1843 13500 INTERURBAN AVE SOUTH, TUKWILA, WA 98188 OWNER CITY OF TUKWILA 6200 SOUTHCENTER BLVD, TUKWILA WA 98188 CONTACT WAYNE T. IVARY Phone: 206 525 -8020 5651 UNIVERSITY WY, NE, SEATTLE, WA 98105 CONTRACTOR CLEMENTS BROTHERS INC PO BOX 7964, BONNEY LAKE, WA 98390 ****************************************** ** * * * * * * * * * * * * *** * ****** * * * * *** k * * * * * * *•k k* Permit Description: CONSTRUCTION OF A NEW 8000 SF CREW SHOP FACILITY AND SITE WORK, PARKING & PAVING (REPLACES BUILDING PUBLIC WORKS ACTIVITIES INCLUDE:FLOOD ZONE CONTROL PERMIT, SANITARY SIDE SEWER, SEWER MAIN EXTENSION , STORM DRAINAGE, PERMANENT WATER METERS, BACKFLOW PREVENTION, LAND ALTERING ***************************************************** * ** * * * * * * * * * * ** * * * * * * * * * * * * * * ** Construction Valuation: $ 441,048.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: LJM Curb Cut /Access /Sidewalk /CSS: N Fire Lcop Hydrant: N No: Size(in): .00 Flood Control Zone: Y Hauling: N Start Time: End Time: Land Altering: Y Cut: 600 Fill: 1000 Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: Y No: Sewer Main Extension: Y Private: Y Public: N Storm Drainage: Y Street Use: N Water Main Extension: Y Private: Y Public: N **** k************************************************ k * * *k * * ** * * ** ** ** ** * *** * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 5,532.52 ***************************** k**** k******************* *k * * * * * * * ** * * * * ** * * * * ** * * * ** ** Permit Center Authorized Signature: :) Signature: Print Name (206) 431 -3670 Date Qip I hereby certify that I have read and examined th 's 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 perfornran ,e of w)6rk. I am authorized to sign for and obtain this development }tgEcPyrit. -r-2` Date: /*Z^.C1 LCoRAD 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. Address: 13500 INTERURBAN AV 5 Permit No: 099-0285 Suite: Tenant: Status: ISSUED Type: DEVPERM Applied: 08/12/1999 Parcel #: 000300-0049 Issued: 12/03/1999 *AtA*A*A.A.A0.**44:A1*-A*A-A*A****11A*A*A*A**Ai*Ak**k*l.A*** Permit Conditions: 1• No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 2. All permits, inspection records, and approved plans shall be available at the job site prior to the start of any con- struction. These :documents are to be mai tained and avail- \ able until final inspection approval is gr nted. 3. Electrical Permits shall be obtained throug the Washington State Division of Labor and industries and ay electrical work will be inspected by that agency (248-663,0). 4. Plumbing 'permits shall be obtained through the\Seattle-King County 'Department of Public Health. Plumbing 011 be inspected by that agency, including all gas piping (296-,4722). 5. All mechanical work shall be under separate permit issued b.Y the City of Tukwila. G. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition); and Washington State Energy Code (1997 Edition). 7..,k/alidity,of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 8. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection 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. 9. The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to the best of the inspector's knowledge, in conformance with approved plans and specifications and the applicable workmanship provisions of the UBC. 10. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure, is in addition to any requirements for special inspection. 11. VENTILATION IS REQUIRED FOR ALL NEW ROOMS AND SPACES OF NEW OR EXISTING BUILDINGS IN CONFORMANCE WITH THE UNIFORM BUILDING CODE AND THE WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE, CHAPTER 51-13 WAC. 12. All structural concrete shall be special inspected (UBC - Sec. 306(a)1). 13, CITY OF 'TUKWILA CONTRACTOR SHALL NOTIFY PUBLIC WORKS UTILTlY INSPECTOR MR GREG VILLANUEVA @ (206)433-0179 OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. 14. Where a water line crosses over a sewer line. the water line shall be laid 18" vertically above the sewer line. At crossings, one full 18' length of water pipe shall be located so both joints are as far from the sewer line as possible. Install structural support for the lines as necessary. 15. FROM OCTOBER 1 THROUGH APRIL 30, COVER ANY SLOPES AND STOCKPILES THAT ARE 3H:1V OR STEEPER AND HAVE A VERTICAL RISE OF 10 FEET OR MORE AND WILL BE UNWORKED FOR GREATER THAN :12 .HOUR'S, DURING THIS TIME PERIOD, COVER OR MULCH OTHER DISTURBED AREAS. IF THEY WILL,BE.UNWORKED MORE THAN 2 "DAYS, COVERED MATERIAL MUST BE STOCKPILED ON SITE AT THE BEGINNING OF THIS :PERIOD. INSPECT AND MAINTAIN THIS STABILIZATION WEEKLY AND IMMEDIATELY BEFORE, DURING AND IMMEDIATELY FOLLOWING STORMS: FROM MAY 1 ,:THROUGH SEPTEMBER 30, " INSPECT AND MAINTAIN TEMPORARY. EROSION :Pf EVENTIONAND SEDIMENT AT LEAST MONTHLY. ALL DISTURBED AREA'S OF THE SITE SHALL BE PERMANENTLY STABILIZED PRIOR TO FINAL CONSTRUCTION APPROVAL. 16. Work• inq traffic flows shall be closely coordinated' wth the City Utilities Inspector,' Traffic Control Plans shai1'be submitted to the Inspector for prior approval: 17. Any mater al spilled onto any street shall be cleaned up immediately• 18. New construction and substantial` improvement of any . residential structure sha the lowest floor, including basement, elevated to a m inimum rof one Poor above the . level base flood elevation. (100 year)" All.' b u i l d i n g s . will be constructed and :: cert'i f i ed as built at or "above elevation shown on approved, s torn drainage plan dated 2- 18 =97 and approved on 4- 23 --98. (NGV Datum "1929). 19. FLAGGING, SIGNING AND CONING SHALL BE IN ACCORDANCE WITH MUTC D :FOR" TRAFFIC CONTROL, CONTRACTOR SHALL PROVIDE CERTIF=IED FLAGMEN FOR TRAFFIC CONTROL.. SWEEP OR OTHERWISE CLEAN STREETS TO THE SATISFACTION OF. PUBLIC WORKS EACH NIGHT AROUND HAULING ROUTE. (NO FLUSHING ALLOWED) NOTIFY CITY .INSPECTOR BEFORE 12: NOON ON FRIDAY PRECEEDING ANY WEEKEND WORK. PERMIT IS VALID BETWEEN THE WEEKDAY HOURS OF 7:00 AM AND 3:30 PM ONLY. 20. CLEAN AND REMOVE DEBRIS FROM CITY CATCH BASIN IN AND AROUND HAULING ROUTES. PROVIDE ADEQUATE TEi•1PORARY ACCESS AS NOT TO INTERFERE WITH OTHER VEHICLE MOVEMENT OR CAUSE TRUCKS TO TRAVEL OVER CURBS ALL VEHICLES i4UST MAKE COMPLETE STOP PRIOR TO ENTERING PUBLIC RIGHT -OF -WAY. 21, THE SHUT; OFF VALVE AT THE REFUELING STATION SHALL BE CLOW RESILENT WEDGE VALVE. VALVE COVER SHALL BE PAINTED FIRE . RED. A 2 -INCH SHUTOFF KEY SHALL BE STORED ON A HANGAR AS PART CJF THE SAFETY EQUIPMENT ACCESSORIES, INCLUDING SPILL PADS. 22, BEFORE INSTALLATION OF BACKFLOW PREVENTION, APPLICANT SHALL SUPPLY SPECIFICATIONS AND DRAWINGS 'f0 UTILITIES INSPECTOR, GREG VILLANUIEVA, FOR APPROVAL. 4 Water : Meter Type: Water Meter Size. Quanti.,ty: Work - Order NO: —WATER METER SUPPLEMENT DEVELOPMENT PERMIT D99 -0285 Appl ied Date: 08/121199.9 ISSUED Issued Date: " .12/03/1999 13500 :.INTERU`RBAN AV 5 WATER. :..METER' EX 510 Q, PUBLIC ' ; WORP. S <ENG`J NEE ,ft . APPROVA ATf R.: METER R WATER, METER C ,,4`75. Connection'�Fees � ... ^ �,'�0 $400' x:013 Install ::Deposit : 9.:'00 $1';,006 $ . 00 Add' 1' Insta11'i:Deposit: $.00 '_,$.00 $. Plan Review .Fee: 3;10.00" .. $10 $.00' Inspection .Fee . $15:00 '3;15:00 9::00 `Water Turn On Fee "$. $25.60 $.00 Special ° $ ,00 00 'Other Fee: 00 00 f '00 PER M`:. 2,: 0 1 51 Permit No Status Site :Ati'i 'ess: Lo cat on TOTAL. WATER METER FEES: Permit No: Status: Site Address:. Location: Water Meter Type: Water Meter Size:. Work Order.Ni: Connection FeeS: Install Deposit: Add'l Install ,'::Deposit: Plan Re Fee: Inspection :Fee Water Turn On Fee: Special :`Assessment: Other. Fee: TOTAL WATER D99 -0285 ISSUED .13500 _INTERURBAN AV S METER.FEE PUBLIC WORkS ENGINEER APPROVAL ": LJM PERM 1 51054. $100:ao' $175:00 $.00 $10.00 $15.00 $25.00 $. .00 "; 1 51058 Applied Date: 08/12/ Issued Date: 12/03/1999 .WATER;..METER.;A ;: r ;: WATER METER B WATER METER C .0 I004.0.9 46 g, Joy $.00 rq-s', $ 0 0 : 40/ j 3g6 s $.00 $.00 $.00 to 00..oeo/ �y6": $ 00 l5:00 $.00 4-vt/ 3ce2.40 $.00 is no $ . 00 41/ 3 SFS, 40 $.00 $.00 $.00 .00 $.00 P roject Name/f enant: Ci of Tukwila Foster Golf Course Maintenance Facility (crew shop) Value of Co }r �tion: — ) Si ��' . • i .. i nterurban Ave S, Tukwila, WA 98188 City State /Zip: Tax Parcel Number: 000300 -0049 Property Owner: City of Tukwila If yes, extent of change: Existing fire protection features: in sprinklers ❑ automatic fire alarm © none ❑ other (specify) Phone: 206 - 433 -1843 Street Address: 6200 Southcenter Blvd., Tukwila, WA 98188 , City State /Zip: Fax #: 206 - 433 -1833 Contractor: Phone: Street Address: City State /Zip: Fax #: Architect: Ivary & Associates Phone: 206 - 525 -8020 Street Address: 5651 University Way NE, Seattle, WA 98105 City State /Zip: Fax #: 206 - 525 -8021 Engineer: PWA Engineers — Phone: 425 - 806 -5203 Street Address: 10709 Beardslee Blvd., Bothell, WA 98011 City State /Zip: Fax #: 425 - 806 -5204 Contact Person: Wayne T. Ivary Phone: 206 - 525 -8020 Street Address: 5651 University Way NE, Seattle, WA 98105 City State /Zip: Fax #: 206 - 525 -8021 Description of work to be done: Construction of a new 8000 square foot crew /shop facility and related site work, parking and paving (replaces existing building). Existing use: ❑ Retail ❑ Restaurant ❑ Church ❑ Manufacturing ❑ School /College /University ❑ Multi- ❑ Motel family ❑ Warehouse ❑Hospital /Hotel ❑ Office city storage yard X Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse In Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other new city maintenance facility Will there be a change of use? 71 yes 0 no If yes, extent of change: Existing fire protection features: in sprinklers ❑ automatic fire alarm © none ❑ other (specify) Building Square Feet: 0 existing 7g9 new on part of /U acre Area of Construction: qol f course Will there be storage of flammable /combustible hazardous material in the building? Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating ❑ yes ® no quantities & Material Safety Data Sheets CITY OF T f "(WI LA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 New Commercial / Addition / Multi - Family 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. NCPERMIT.DOC 1/29/97 APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping ® Flood Control Zone ❑ Hauling ❑ Moving an Oversized Load: Start Time: ® Sanitary Side Sewer #: ® Storm Drainage ❑ Street Use ❑ Water Meter /Exempt #: ® Water Meter /Permanent # ❑ Water Meter Temp ft ❑ Miscellaneous ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: ® Land Altering ® Cut 000 End Time: ❑ Sewer Main Extension 0 Private Water Main Extension 0 Private 0 Deduct 0 Water Only 1:1 Size(s): n Size(s): Size(s): Size(s): cubic yds. ® Fill 1000 cubic yds. O Public O Public Est. quantity: 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 elation 1c 9 9 Date icati n e es: I aft- 12.000 Appll n taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM BUILDING OWNER U ORIZE AGEN . Signature: , Date: .) /2 Print name: Wayne . Iv ry N125 -80 ?n kg 2t 525-8021 Address: 5651 Uni ver ty Way NE c a ie; WA 981 ALL NEW COMMERCIAUADDITION /MULTI AMILY PERMIT APPLICATIONS MUST G SUBMITTED WITH THE FOLLOWING: A,' ii� • �'AL 'Df''AWINGST BE STAMPED f3Y WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL , ENGINEER • ! AIL c D 'ALL SHALLbBE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ 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). Five (5) sets of working drawings, which include : ❑ ® Site Plan 1. North arrow and scale. 2. Existing and proposed utilities and existing hydrant location(s). 3. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements. 4. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions. 5. Location of driveways, parking, loading & service areas, with parking calculations & location & type of dump - ster recycling screening. 6. Location and screening of outdoor storage. 7. Limits of clearing /grading with existing & proposed topography at 2' intervals extending 5' beyond property's boundaries, erosion control measures & three buffer protection measures. 8. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers (TMC 18.45.040). 9. Identify location and size of existing trees, note by size and species those to be maintained and those to be removed. 10. Landscape plan with irrigation: Existing trees to be saved by size and species. Proposed: Include size, species, location and spacing. Location of service areas and vault with proposed screening. 11. Location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 12. Lowest finished floor elevation (if flood control zone permit required). 13. Civil plans to include 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. 14. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). ❑ ® Vicinity Map showing location of site ❑ ® Building Elevations (Include dimensions of all building facades and major architectural elements) ❑ ® Mechanical Drawings ❑ ® Structural Drawings (detail of sprinkler hangers, pipe, duct & vent penetrations in structure) ❑ ® Architectural drawings ❑ ® Specifications (if separate document) ❑ ® Structural Calculations ❑ NIR ❑ Sprinkler structural calculations indicating Toad of water - filled sprinkler piping ❑ ® Height Analysis ❑ ® Soils Report stamped by Washington State licensed Geotechnical Engineer ❑ ® Topographical and Boundary Survey ❑ NM - ❑ Tree Coverage Analysis (Multifamily only ) ❑ ® Washington State Energy Code Data and Non - Residential Energy Code Compliance Form H -7 ❑ m Completed Land Use Applications if not previously submitted (i.e. SEPA, BAR, Variance, Shoreline or Tree permit) ❑ ® Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions ❑ Nik ❑ Food service e 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 Pub- lic Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ Nik ❑ 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 H E REA AND EX INED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURJ BY T I LAW OF THE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. NC!'ERM!T.DOC 1/29/97 , h40A * 1r.Aa1 * ***:4 *1t a ITY.OF.TUIWILA;. *A:44k:4 * A J. k h *:4o1 :4* :: l ('►1'1SMIT Number Pavmeiit '14e thud 'Permit' Na Parcel : Na Site Address * * * * ■* * * * * * * *** Acr'aur►t Cock: 401/343.405 41)1/388.102 401/S86.520 This Payment ' . :. * k* Ak* AA kk* kk- kAA* kA* A* AkkAe4 *kk * *Ak *A *A *Ak WA .Repro iLtpd. 06/ 12:09 IPANSMIT AltA4AAkk *7k*A *A *A * **** * *;4 ** *** iJrAA *k Akk*•A * P9800309 Amount: 825.00 06/29/00 12:02 ACC f: N Notation: PARKS 8 REC DEPT (nit: BEM 093.0285 Typt. DEVPERiII DEVEL0P141iUi PEItt4TT w 000300-0049 13 300 I TERURFJAW AV 8 fatal Fees: (3 825.00 Total ALL Pmts: 6.682..52 Balance: . 00 * * * * **4* *A *A* tit *A***A * *1t ** *A*E * **A* **11 * *;Aii.k* *1 *A•* Description WATER TURN -01 WATER CONNECTION WATER 1NSTALI..ATIOi'1 (DEF'). pi€ase a. + ' 4 H 1 , Do 4 , ICC() 60 2. Q Amount -25.00 :200.00 650.00 5541.06;/30) TOTAL 0.00 r'.k.t 4A.fick.r-hk *.k.k r*A %.* **k:t•kk*,c.NkA:k *AA•k *A *:k** *4 , A*A *?: lrA.A tAAkk CITY OF TUKWI:LA WA t 'fe_O' j1 1 Pt•rP.tiNI1 * kkA : *k.t* . %A4A.**A4% :b•kkk;kk‘k **k**• * **k *AAA ''T i.INE,AM11 Number: 8:800214 Amount: 325.00 01/05/00 13:00 Pdamejt . Method: ACCT tf Notation: PAR1 :S REC DEPT Xni ti: 13L.H Permit: t4c: D99 Type: DEVPERN DEVELOPMENT PERMIT Parcel No: 000300-0049 S i t e Address: 13500 INTERURBAN IV 3 Total Fe*s: 5«E35?.32 This f'avm€nt 32500 10 ALL Pints: 5.8 7.52 Balance: .00 : tAA• k***• A A• k**A*A AAA*•**A**•* A,\*A*'A**%t4A*A**•.AAA•tA:S**A* .R *A1•kkA$rA Account Cod* Description Amount 000/345.830' '. PLAN CHECK - WATER METER 10.00 401/388.102 WATER CONNECTION 100.00 401/3E86.520 WATER 1:Nf37AL"LATION (DEP) 1.75.00 401/342.•100 WATER INSPECTION FEE 1 "5.00 401/343.405 WATER TURN -•0N FEE 2`:;..00 <4fl.a2. 514, &an 62- �7 0229 01/06 1717 TOTAL 0.00 c= *44fr**A /r ** *Ak*.A.*ttA* * *Fk•AA **4**:4' *r*k •4 *:FAkA 4:k• kA**•fr A AA. A•1kti 99 rI C1 OF t Ul�W1LA. y!A � ' T ttF;U5MIT • h`k *':h:FAA :A•'kk:4*A:4A*A:A * **.1 *'k.A*• ...*** hk: k: 4:t*^I•.4*•h:4:4.:kk *•A ?::A 'f lt.'•'IN5r :T. - Wonkier: 19tl0411 98 Amount: 606.25: 12/03/99 16f Payment: Method: A•C'G'f Natation. TOM I'l1i.l'•ORD In'iL: TLf Pc:rut.i•H • No: 1)99--0286 Type: I?EVPERM DEVELOPMENT PERMIT r_ PArcel No: 0003060049 r 81 t;e Address: 1.50;0 INTERURBAN Ate 5 i.- Total ' I' t� e 5 : G• r..� ••,) ., G This Payment: G08.25 Tvtal ALL. Pmts: 5.532 „52 T; • . r 8 itIance2 •4 .00 r•} Cr y4*• *sA * ** *** **• **** d:'kk * ** ** * *' *•* AA A *•h* * *:k* * *• * *:4 **'** **AAAAAA Account Code: 000/345.U30 000/345.830 402/342.400 401/388..102 40'1/386.520 401 /3 a; 0O 401/343.405 000/322.100 600/345.830 . D e s c r i p t i o n PLAN CI•IECI( -• UTILITY PLAN CHECK WATER METER l :NSP FEE -• SML / t3:; , WATER CONNECTION WATER 3:NSTALLATI0N (UEP) WATER INSPECTION FEE WOER TURN-ON rEE LAND AI.TERIN(7 PERMIT r1:C LANG ALTERING PLAN CHECK Plec(Se C,hax ge Vic( y i 1 Amount 10.00 . 10.00. 1.5.00 :100.00 175.00 15.00 25.00 hoe ;.00 49.25 00.5 -7LO D; 1 Account Code 000/322.100 000/345.830 000/345.830 000/386.904 401/342.400 412/342.400 402/342.400 000/322.400 • 4,a• r *. * * * * * * * *. * * * * * * * * * * * ** * ** ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CITY OF TUKWILA, WA L) Q t1 - 0c 1 5 / 5 TRANSMIT ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TRANSMIT Number: R9800127 Amount: 4,924.27 08/13/99.13:32 Payment Method: ACCT# Notation: PARKS & REC DEPT Init: CAS Permit No: D99 -0285 Type: DEVPERM DEVELOPMENT PERMIT Parcel No: 000300 -0049 Site Address: 13500 INTERURBAN AV S Total Fees: 4,924.27 This Payment 4,924.27 Total ALL Pmts: 4,924.27 Balance: .00 ********************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Description Amount BUILDING - NONRES 2,908.95 PLAN CHECK - NONRES 1,890.82 PLAN CHECK - UTILITY 20.00 STATE BUILDING SURCHARGE 4.50 INSP FEE - FLH /LI /WME 15.00 INSP FEE - STORM DRAIN ' 15.00 INSP FEE - SME /SSS 20.00 FLOOD ZONE CONTROL 50.00 yll.00 -sqz-i, 760o c;- ivA********.A**A * y OF TUKWILA. .WA • Reprthted: 06/29/00 1203 lEANSMTT Jr TRANSMIT Number: P9800309 Amount: 825.00 0E/29/00 1202 Pd!..ment Method: ACGT 4 Nc:.ation: PARKS & REG CEPT initg 3LH Permit No: D99» C225 Tvoe: DEVPERM DEVELOPMEN1 PERMIT .. Parcel Not 000200-0049 Sits Addreesi 1 350 - 0 INTERURBAN AV J3 Total Tees; : 6,682.52 Th's Faym 825.00 Tctal ALL Pmts: 6,68.52' Balance: .00 i-i**7:***, Aorunt C:ds Des:riotion 4:017'44'2.4.0E .1-,,,7/ WATER TURN-ON FEE 401/:187.1,102 ./. . NATER CONNiiCTION 40'...E.520 .1..f1_,00 WATEE INSTPLLCITION (DEP) platc?& 041414, a 41( . 00.*%. ••• Amount 2 0 f) C. 0 --- Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575•404 • Fax: 206-575.4439 COMMENTS: n 0 1 1 , i I.) • f VP& 'CI htt I Nui - A v ''PrO Inn 4"eca Si C1 )0 "CO v- -C lino ); v,c S e to cC al CovIcre-Ic , opprolverl Date called: ) 2-) - 44eei - oppy6 Ifi'd 4's4 1 c, to revs 3.) l'')(J IA Act4 :r) v-‘ - V r)eri:t S — C1 ppr Ir■ r 4 1 cik 1)0e 1 4.) Founcic44+0 n LOow OS -- cpproved ilov --kesi \clio s.) - 4.t.c-etvec.0 ' nk \Riker -Crow% Geo -..\ eck Project: Tor CO al Sky Type of Inspection: SePC/0 1 Address: 13500 - 2."Arroy6in 4v9 Date called: ) Special instructions: Date wanted: 10 ' a.m. p.m. Requester: Phone: 18 ( INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit b99(..)2a5 PERMIT NO (206)431-3670 Approved per applicable codes. El Corrections required prior to approval. Inspector: — Date: ID' 1 1 - 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: Project: . �^ __`` U `` TQS�P`1t)�c Type of Inspection: , i" t •cA . I Address: j 1 irruv ion.• Date called: Special instructions: Date wanted: a.m. lb-i-o ∎ P.m. Requester: Phone: INSPECTION NO. INSPECTION RECORD. Retain a copy with permit •CITY.OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 El Approved per applicable codes. 1orrections required prior to approval. COMMENTS: Ci I" i- cinnimrct PP r0tlp ifey, Y'P<l )) Y P 5 { .0 CO" r (1Qe)r$.__..A. c . eAr.j 7:) � i r&t 1 Ve 'Orr) m 4 -e.4 1 1,3 \404-`Pr `E-r w Gen- Tec Inspectorr r Date: 10 ) El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: a.:r�C.r.. :. t.r.y.r ax;1�.W,auss'YfN�:$,.,. : 1�i K�srh�lt x�• + "e!.'. '! 'sSi;•.�?�!' i;r,F'i i V.,:• . • COMMENTS: fi e..0 5 6/4 i S 4 I) ,,h4/rr, }., ( ,-... y 4.7v _, .,/.4 Ar- 5-6, j2{'7 Cr- 7 k r ` v' et9e►5 7 b -' f t /2 bif h ruin I-10 'i A '. ' 1b - 7g.7 ,an /4x•-11 e � r /Z_,P:-77/4,/ 0M f 4, ge).1-L, 7 4. 1 l ` ? ,� t � X � . / 645h-).--, LOf'f., -- r hr (..�., / - / ^ 04 74/ ( -C- 9 I y � C/fGf i g tip , / 41- d -/ /,4A. // tri,--/f0 -- / /// ...G/./i. y I - ."J'' /r- eie9.51 . Projec)..— 9 S 4 Type of Inspect Add s : ,�nq- '/ �� Y!' � f e, Date called: Special instructions: Date wanted: r t o Requester: Phone: • ist4 INSPECTION RECORD - R etain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ID Approved per applicable codes. Inspector: s:!.. . ....a„r ..s.• - 4. . M 1 A.0 PERMIT NO. (206)431 -3670 Corrections required prior to approval. Date: Q / $47.00 REINSPECT! N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: P ject S 6 (A2.1/-3‘) Type of Inspection: 5 55 A � 2.)5) L( /l� c - Date called: 1 gata/ob Special instructions: Date wanted: a.m. p.m. Requester: Phone: COMMENTS: /� t ,p f o ( VQ..," 0 a43 CO tx.Si-hA F .th'tb () ( A) 0) KAM 09C C N3--AJA C . 6 10n" l -(,11 1 i4-vt t a PA � - ClooJ 2- cot4v4)"..;,..., t + waLVUe .M•!.YV.K!J/M39Mbl�[_ "4lUTY1.�l N.n�fw'iVRaws^HYNV<ttiJf . lF? rt 'Sht�1fWf•.$,S2OW.Ta4!: :t: ^' SM?GW ANNIVMAT INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. Inspector: Date: to / 7 y ED $47.00 REINSPECTION FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: ` p e of Inspection: A Igo/ o / 1_ A t�-e. ' v�1 C_ . r #moo st' t C-aoQl cn0,, (.....Att Special instructions: Date wante t i , , a.m. p.m. / Regu r: / ( ������_ �-._ 6N P OK- - t - t) .4.0.,c e 01 ilv-c'i • I ofy(4/00 ai_c .2)--vdeeP 0204 r-S4 A P !n i s E61-t1 &it) C R•,11 t y r~,eml 1—„t— , 1'(. (C... ,... , Pr A{� )41Q,7 ` p e of Inspection: A Address: n 5W 0. i Date called: 10p OL Special instructions: Date wante t i , , a.m. p.m. / Regu r: / ( ������_ �-._ 6N P LA L T. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. Inspector: JV Date: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: COMMENTS: Type of Inspection . t Address: Date called: l � 10 3/ • I p, ;i +s.IM C,(,(4 .c,A".f; tf y a.m. p.m. Requester: 101Voloo — Wb4.- ci-AL. 6-4 %0/-2,404)- -- c tau i t 0, IL 1 v! 1 1440 Project 5 A� Type of Inspection . t Address: Date called: l � ° Special instructions: Date wanted: i s � i a.m. p.m. Requester: Phone: F _ w wmp pw INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 E Approved per applicable codes. ❑ Corrections required prior to approval. Inspector: 6L) Date: 1 a p r o LI $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 'sw'.VmwaWY.... homatALtl4 OR' artan . fdl dCotilsn1C.masamc/h INSPECTION NO. CITY OF'tIJKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Project: R:)5- K' 60 IC Course. Crpo Sh Address: 1 31oo L , - i k rvrhan AO Special instructions: c, Type of Inspection: 5c pi"de re' II Date called: I O - = Oii Date wanted: R 1 uester: Phone: /� ( c — 1 40i 1- 4 INSPECTION RECORD Retain a copy with permit COMMENTS: • ::HUl.µA�!L.v. . • f i±.4w'd t fie '!.: ♦.:•.M..: c3�.....d4�!'..._ar ••w..c_... �. Al ti ...•. A.. PERMIT NO. (206)431 -3670 Approved per applicable codes. 0 Corrections required prior to approval. $47.00 REINSPECTIOIVFEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: Type of Inspection: ..)■.:) pet deCI CC't t 1,) ^P \P %re.,\ gkaWe Ce it ti 1Y 1, ( ■ i 1,hc UC\ ;t".t I\C11n`i. ∎ . ,..� , 1Mt1c."\ L I Date called: CI ~ 1Z - L -t*7:, CO Vh , e C' G h ` 1 Y\S go( 4.-e (,1 Special instructions: ` � lc., So5fivv1c1P efi i 1IVtl a.m p.m. ?toy 1hS/I1"CA iov\ f� Phone: - 1-5. -- tcC Lc — ' U 1H 2) 4 11'^^ t);re, Ca i e of i ll 3 . . . . ) VYVe c L(A V k N (Iet t 0 %Q roil, 14( rour l -in 1 t^S,0 PC 'Q h Project: f Fo;�-tr 6cU Cur (Yet.) c�)` ''tip Type of Inspection: ..)■.:) pet deCI CC't t Address: 7 1' = .1 L'C� _ .r t.r yr bran Alt/ ..S Date called: CI ~ 1Z - L -t*7:, . Special instructions: D wanted: at CH .. L - 00 a.m p.m. Regu Phone: - 1-5. -- tcC Lc — ' U 1H INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. J (206)431 -3670 0 Approved per applicable codes. 0 Corrections required prior to approval. Inspector: Date: 9,„ 13, 00 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: o., .ss,r., : w.. ifDCtti4t? 3��. tLl itiar: t�l t,' �Gl �r.: tl x5c91E) n!«.;{ SIr�1' I-.: �iaQis .'3r:`'1"'�!"�:tiid,,hktit�"�t COMMENTS: Type of Inspection: ki44 6 Address: 444 Vacs // t1 5fSS p sd wta- falif - cryt_ ez)if /N A44.a...1.x.x ;, - It "" e , ` 1.;Iti 2,t 1 G 5/3, w7.t 1+. .4't , a.m. p.m. / 1-1A.)2) .' / 4 0.1)//}/./ 571 ' 1 - Ai }il i L4!Lj2t . I L 9"A . ` 76 1 z r 43 150 � /GAA.. 6 / ©' oiAle th <. Pro' ct: . rd /f 6 cvaaa Type of Inspection: ki44 6 Address: Date called: 40 400 Special instructions: Date wanted: g ' i / a.m. p.m. Requester: i 1 Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 .v Ln_:w.::._:..::•, . ...a Imt §..it: re .e PERMIT NO. (206)431 -3670 Approved per applicable codes. 0 Corrections required prior to approval. . Inspector: 44 Date: 2 3/a- El $47.00 REINSPECTION F.EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: frO A Project: I.)( of Inspection: 4cLeisr . a.-1)( , t - AIA AV) . Date called to - , )--0 r- CD O' --- m. Special instructions: Date wanted: I — 00 C. .m. Rr ster: Ipctng:.- (DC& ^ qoti4 Receipt No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: lnspecto Date:6 Approved per applicable codes. Corrections required prior to approval. Eis4 REINSPECT FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: PERMIT NO. (206)431-3670 COMMENTS: i 6 16 (fe) —ei". (J4 it) dolat.444.(Af.. q iti . 44. 1):0 mo 5 5 74-e#,.. k ,rec O L., 66e psLILo-i. „ (0 5y 5Te-lr• rtit-rui ffl- 42-1 -fr) ; Special instructions: 7j da,&,.4 &c, 4 1/-yd ,544,kicogi Requester: 5c 51=, 71(A.,41. GI oeL j4k,e-e 41 ARJ l ... deit j ek.... ao T- 1/4 1 Type of Inspection: ' isi • dle8b ii....t4. 4 4 4441 Date called: (0 ; Special instructions: Date wanted: a.m. P.m. Requester: Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 El Approved per applicable codes. Ej Corrections required prior to approval. Inspector: Date: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Erpipct: • F r +e-r C 1.C"‘ Type of Inspection: Q ZIrl Address: " 6 —Ali A_ riA i 4 ID ate called: " Special instructions: l ate te wa d: e- ( ....6 , 0 . . .m . Rgjtester: i i YV) Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. 1:1 Corrections required prior to approval. COMMENTS: r^.1 er4 2 "•)--. o re Date:7,./:( _ad AVAGN El $47.00 REINSPECTION E REQU RED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: . 4,7 A2d: 1.7% &tart ! .. exoject: -itft lt. P-* t-s:::( e Type of Insnection: - r-r) W ail On kb 11 gdgs . ..„.._ li)Acrn N5 Date called: Co —ddicPtP Special instructions: Date wanted; a.m. ( 0 — 1 c).- 0 p.m. Renster: c..-- Phone 05'5— 6bLo MOVAISI.I.t: INSPECTION RECORD Retain a copy with permit INSPE NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 OMMENTS: , er i ca,44/7."&f.( ci /SD Approved per applicable codes. [71 Corrections required prior to approval. II Am $47.00 REINSPECTION 'P REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ; 0?MMENTS: \ • lyli (;it (het .0 . — 1 , , 69X,i-aei / , , r) . , 3( 60 6T1 /2 L;e1 r ed 5.0) JO d ;-4,1-.1 tAL, ' e21 tt, a.m. PO. 670-) 4.1M c h I;K: g" (2 CrAo IV c( sfr Turtimfil r 77( ed C , /*ye a4 4ri."7: Phone: fo(t.p.,(Ado (..,-J ( A, ta 5 a.,,, 4 r 24 Y O 41 a Ay& 0 1 7-6 A. ,,k s 75417 Pr ect: ' ., t4 r ikiz,zre,„ Type of Inspection: Ty plyv g Date called: / 5A-VOC Address: Special instructions: Date wanted: a.m. PO. Reque I 4Ni , k Phone: INSPECTION RECORD Retain a copy with permit 7 / INSPECTION NO. CITY OF\TUKWILA BUILDING DIVISION 6300 Sou hcenter Blvd, #100, Tukwila, WA 98188 tApproved per applicable codes. 1 Corrections required grior to approval. PERMIT NO. (206)431-3670 Inspector: QJ Date: &/7/dei • 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. eceipt No: Date: 4, • (- COMMENTS 774, / -3 J Type of Inspec c / £l1 1 rcm/ r ! / C -,/91- £/4 EGA9A- y? / , �/ I " / '' r - � i�Sr " 4 : (te• 5 4 . 4 , 4 . , 4 , f / r7 / i !_ i G 2 ' 2 e Y �. 9 0 5,3 -'Conf0-'401 .7 71... 1.....4 (rte A f /i / ..)-1 c 5 .) C/ /_ /'r� - e l .7 c j am / ? (�,/ ! //T // i � ..�� f .✓ f�e� • ' �rfi'' 1- �J / r 5 f--, ,?1 ., �.r + k t �.' ^r.. c ( Ne-f irM-r l7�i `j !)7'S1..h/ 1'- /1fG Er_oject: ; t2.5ter^ Calf L�aur,Se.. Type of Inspec c / £l1 1 rcm/ r Address: I'(o - � n -►krur at l� Date called: Co- -oo Special instructions: , l } ..:„ _ , Date wanted: - C -on' a.m. p.m. Re Luester: / I tvl 0 5,3 -'Conf0-'401 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 �{- Approved per applicable codes. Inspector; INSPECTION RECORD. Retain a copy with permit /RN 00 PERMIT NO. (206)431 -3670 Corrections required prior to approval. Date: g El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: :t+�."<�,y:.s�.i�1�t?tK ` tai.- :?Y.��.fi!tr:: ^e..'.if'if3.� .. �t:'(.;+. rJ`:w iM. N 'i;f_�•r.xc:�CF{�'vM«+'tt�w"*.t t K'r'....�t�n _ COMMENTS , e1' �/ / ; , - 2Can cS/� /,.!y//5 -4 /(�{ , ^ e. „ 1 T r / s " t., s ^- 647 4' l? - � ] S 2) -i-) 1 9// ' ."'s . „4-7P�� L.-;-4., ,n_ .� - f-- G(e.,. lam. 3 4- h*o ltS /2 t d. C <C Lei--6 4 -S q L / , .: . c 4 Grg�, a�.. , ).,�� Ica �, 44,-.,...-6.. i 'A: f d .em u 2 ��v..A (J4. // l4 o 10 2,L a1 obt. l 11.4 6 Aid 2 C )06,,.z, 4 k .c. 16(.4 / - /I ).-1 A")-71,e, 5 4llA.t A2 ki, cre._... -) yC ``4 - ? 4 7 4, 4/.r c 414i tidal n 4-,'13 e Proe jc : FoS-fer 64r rO Ur/C•- of Inspectio Ct 1, ddres inkrut WI a called: Special instructions: D ti wa 1 — 0D 5 a : _mom uester P 3 - &Lan— 4014 INSPECTION NO. .mava SM:4CIt719Cpctv!Yl:dt..l[Ii12p. ( l 1 INSPECTION RECORD i1I.'L' _�,af1►�� z Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Ap'proved per applicable codes. Ski Corrections required prior to approval. 0 ID $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: 'a..s�L =1':z :1::.,:f ?'_.J^.�'.'�i. t'::■n1 _w'a11.:1['N.C.]fr^:.'W.. ^.(.. N, :'^�f�F!I .Ntwk•��.�, d2f''7iil�eLs�f ,.: c.'.1�,. • COMMENTS: Type of Inspection: ir poty 5fr c k ) lit, 'Mew ULO (AA frr-daelel — - / le PoAd cm ' K A;to bte-kt. 4,414441 / & 4' / 4i46-7 Aal ; i 4co 44.40--.2 4 I . a ic- To i&A-4:t I t 71(44 1" ()fi� Nil h e tli-d:tiii-cd tiN Ike #:, Ci 5I' 3 .,k)/Lz . ProjpeI - PO S net 6.0 1.44,4,„ Type of Inspection: ir poty Add ess: / 37oo ..r.O. ti cv-e. 3. Date called: 6 /0. - f / c Special instructions: Date wanted: a.m. h t- P.m. Requer tw id 244444A1) iixt Phone: . ..sta , usuonmc...werasamosmoow.mmustos.termr.........emmtotrsolcu.leurena.KnelsnEl9~..14.111,10.4 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 Approved per applicable codes. 0 Corrections required prior to approval. Inspector: Date: goll°0 $47.00 REINSPECTION FEE FEQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: es ml1.0.11 • .,.. 1 L1-1 Pojgct: r-- t-7 0 1 r sie-4/ T A pe of Inspection: A 9 CilAct vi IC. Addreks: _ IniCrlibet tri AS ate called: G — i 1 -- 0 CD Special instructions: 1 ci ic, a l i-e ("Icon . -, c) p n-N Date wanted: a.m. <lr Re ue r: \ 4111 Pho • - 3 - 1dI - 01 0 Approved per applicable cedes. INSPECTION RECORD Retain a copy with permit INSPECTION NO, CITY.OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 COMMENTS: 14 7 Cie 4 7" -4,z4 /..•4 4 7 . /--"'•‹) Corrections required prior to approval. $47.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 1s ro ject: - --bS�- Coo I- • T of Inspection ' r�� t n : .. A r i bD yn '�� A+5 Da called i —�— . Special instructions: 164C a�-4er ►� 3 p Date wanted: a.m. 5 2 .3- )1) Rec,�yistet: "�'� P ne: f/� — (oO10 t4bIL4 INSPECTION NO. D Approved per applicable codes: INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188. (206)431 -3670 Corrections required prior to approval. �OMMENTS: NoI ..o 1 IP A ./L 0 $4 : ' 0 REINSPECTIO !FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 4 Project: +C'Itet 6U5 W Type of Inspection: iA 10.6 Argy , i a Date called: 57,7C.It.) Special instructions: - Date wanted: _ / i c.' a.m. P.m. Requpster: ._ , i Phone: 1 VlInz. • tItZT.GOr 0.07.1110NW • • INSPECTIONO. CITY.OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431-3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 520.x) 71iA4Ad Nock c g elt ett 9.4 '6 $44 /74/1 r-eQ— Inspector: L?U Date: Ej $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: � rdia Type of Inspection: GUMS Address: sI Date called: Special instructions: Date wanted: I T •./ a.m. p.m. RequestQr Ct , (2 Phone: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF.TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. 0 Corrections required prior to approval, COMMENTS: 5/roo /a 49.Z* . o. c. 67/4 Bic 1 (9 g" 6 offr /•4P Inspector: Date: x7/400 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule'reinspection. Receipt No: COMMENTS: .57SO c:"(C G-trder 1 : .: a 7 `.'t U ,e'.� , aX ' �I /2: ,.. 1 't 7 n' � W v-e I,�tn ; , /!o./ Special instructions: i /toeA:cir i*/ :ft" Al f 1' G qg 7 Aft/A fAc fyi,x 5 ..ga- , e ark ,.c -i,(.. , y kJL kotoLe ca^Y 7) 5- / ri>I.. Q�I u �.e 7e - 1 ,.7- 5:6024.,4, /r) /re tr A/ „ ,A . ..14 ,,...: e r J.L ,, . . , / , 4 9 .0 5,ike e ri c zitz 116 --4# eZe22 l i 4 1 • • e / 4 'ii /`++fn, /((Jr...( iagi w( 0 Ao d 4 J Project: fo$fer Golf Course Main: Bicl Type of Inspection: wafer fey Address: 13 5nf ertur ban ,Ave. 'Date called: 5 -1 -o0 Special instructions: Date wanted: a.m. 5 -2- 06 p.m. Requester: 1 w) Clements Phone: 253- 60(2-VON INSPECTION NO. INSPECTION RECOL Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Dig -02$5 PERMIT NO. (206)431 -3670 Corrections required prior to approval. f Inspector: Date: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Cali to schedule reinspection. Receipt No: Date: NOp • Y } ••r3± ' t: .^, 3, . +'�� :'�'a.t i'iF "^ A(•ri;. +� rJ^..'i:rii C.�cvt�c!!3�.a "ZZwa..�;`Y:.�i�. ..!!�,...._,'J+_ .. ., ^ .;Sr,if_:i.....:.N i.:�, i,__.,. ?n,.._.... Proj : C CIF Crck, it Type of Inspection: O 30 Address: 1 VI Go I tit ' Pate called: q — 18"—( 4 ,: �.. , Special instructions: Date wanted: �� �� a.m. P.m. Requester: r � u Phone: 66C wt7 ✓. _A A r. rewmrni, *a.:r+r -n r�. e. a» nwm.......... e+,......... w.....+,.-*... ..arnw.... ............W. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. Ej Corrections required prior to approval. COMMENTS: 46/od G l l (...r v. 04,4 N--tz 0 7 4 ) 1 w -ee.A. C ( 4 C. P, Z , Inspector: Date: f f / /J /) ti $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 4 COMMENTS: . _., \gt tifigdo sy-cow4 tk c _el'" t 1 4 3: 2 ,1( 12% gysi . (et ■ z:“ \ ilvity ,ti Efz.i C 1 (L„1 to .)$t - ?- 0 5d s oorwi. c e -- im- ce cE P sa to a 4Q s'ADs `144 c6 ' it 4. Y. ( 4hQ " adr1/4,ko_st,t, 14 5A Ite 0)5: Phone: • Project: _ 6,61F Type of Inspection: s 6 Address: Dal rad: /1 Go I. 1 1/4.7C) Special instructions: ‘,.• Dat w nted: a.m. P.m. Requester: Phone: .., • • r r Anna 74 .1 101 nt CZ. 17W t rre INSPECTION REC04.-4 Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 0 Approved per applicable codes. Corrections required prior to approal. Inspector: 6NI • Date: ti 4 $47.00 REINSPECTION EEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: :1 7eic(:fr r ( ?ol-P' C'G'e-L� - )r�- .::> 1xu,1 � dres 71 �( ��fer��r to call ` : q 2 t () pecial instructions: • Date w d: a.m. t://)(.) • • Re u rt)Ptic\ P AID(,— 0c87 (.25-7 pproved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: $4 .00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project:.......... 1 -I-1 A r Oro tc L A/ ks Type of Inspection: S-S 5 Address: k t-_ C CiA/IA/ Date called: Special instructions: :.. Date wanted: a.m. P.m. Requester: i nvIA Phone: , ra.iwuroess..........Z.0.5.75, , VmdevaraveorAreenmasme 6 .1.1...trosamost. , ...,rnmetv.mat.u.vmarawrmalvInsermrrestonn INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 Er / Approved per applicable codes. J Corrections required prior to approval. COMMENTS: Ft4N Al ink VO(9? A CATdo 'J2 win A apii s*Azoy; 1 Inspecto A r: Date: A / Ei $47.00 REINSPECTION FEE REQUIRED. Prior to inspectior, , fee mu t be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS. 1/ - J� Type of Inspection: 5 ��4 o tivv � � 5 f e.c i uv\ W Q ,g /� c4 (7n0 •�rc�vw. Ct3 1 +o f Cg'8 3„-:4. a• ADS 5 Date wanted: a.m. P.m. t,tias c-, ,j c S6 -ed IAA ti CAM- -vcc. cr r dWt 4 y mt cs 9c( ,..,_i9 bait crotAi aL L U.0 • Project, Q 5 �/ ^ SO S Type of Inspection: 5 f MN Address: Address: ri tdtn Date called: Special instructions: 5 Date wanted: a.m. P.m. Requesters . i OM Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 amartauretorecw PERMIT NO. (206)431 -3670 pproved per applicable codes. 0 Corrections required prior to approval. Inspector :V '( Date: i/ a9 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: P ' cSk eal, ,,,, ipa 7 ''fkft RS Date called: y 0 ei pecial instructions: al/77 - . /500(6'"filfirdi) Date wanted: e21 ,/v x o n. Requester: -I ' ..-' .•:- Phone: ... .. y ON NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: :;;Q•toi- • -...- 41/1 4 4.4 La E $47.00 REINSPECTION !EE RE IP IRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ....Or • .aAl -.1 _ . - . . COMMENTS: a vmee N ar mie f • TS / ,.,,, Special instructions: /.35o0 • /0 ; 5—/ 7E ,POz & . e'7 69 X3 6 ,er 'ord Soc . / ,0 " 1 ' 6 c.i Te -- n-(o ,,oz5.46 • P lec�t� a vmee N ar mie f 1,7 . / Date called: / „ Special instructions: /.35o0 • /0 ; 3-0 Date wanted: lao Requester: -r” — ' phone: g53 /to ,/ INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. El $47.00 REINSPECTION EfE REQUIRED. Prior to i{ispection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: Type of Inspection:. � i f 1 Address: t . r 1 t.0 ' l/ /(x ACC'.- a_ss + s I1 A Itkrk". (-Iii i c.5U -ek ' °} 4 .„ -k-ot r. j vw ,'.,.t.e.of T nom. , (" • UJ l tt ■ act M. V c.f ; Erpject: s � E &cg r \ 1 Type of Inspection:. � i f 1 Address: t . r 1 t.0 Date called: ' . ; t ,1w Special instructions: Date wanted: a.m. p.m. Requester: •• * /V f t...h.A. /t 6 Phone: 5'A INSPECTION NO. INSPECTION RECORD Retain a copy with permit 1 �. �... �i ' Aki(3.::Jkr,r,,L,S6.v.43:.... , CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ,Approved per applicable codes. 0 Corrections required prior to approval. Inspector: C \J Date: ii(0 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: Type,e Address: 1 3500 - lm 62,04 3 AA2�'09 t%/77:r Sof45 /2-A012,--r /<ec o•`t 04r7 5 Special instructions: - ,AA 8 I " • Date wante 2 12 / / a.m. p.m. 7 2-CrS "T2u CO c-7S.. ,E62::; -T,i -t 0 Aro TX ? .1 r/t.(54 c.?)e,t( rS e4c 40 Projgct: • Type,e Address: 1 3500 - lm 62,04 3 Date called: Special instructions: - ,AA 8 I " • Date wante 2 12 / / a.m. p.m. Request' A �.• Phone: proved per applicable codes. INSPECTION RECORD 4, Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. Inspec z/ge/, 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: l e. t VoTar'',d.liC•4c , ro o 'Or ■tro r -% /A( t /2ie /Zs c ox( po, , -r ffusr 0 CZ., .-DEe rii.." 7 4r 57 AF.. .4,2.= 72exls 7 eL r 504..s Q-te ,too,_rs ,'-? 0 4,..4 sratf s .4 4 € t ? - ' -r.�' y . ester. ` Cim 0 /&,4t. .Ar3P ,,u CAS r .tcorg 6 /oTl cf/ to me7 �f'lr.4Afe.g' l ., �_ ej ect TYp eftion: ' cc Ad r s. Date called: Special instru ions: SO() Cate wa nt : a ' LP 'a CX d•rn.� ester. ` Cim P r nA,'1 120X4 4 CX 4 INSPECTION NO. ....,,....•.......,.......... w. a- ...- ...- .e.e+........wn+..n.�. m.,an�.....s. ia+ ., .,y wnti[J . xmlSabM.E.eM1J; INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 . E Approved per applicable codes. Inspe00 PERMIT NO. (206)431 -3670 Corrections required prior to approval. 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION Inspector: Ir.a SAMICIIn wSput Aftera0.••• INSPECTION RECORD Retain a copy with permit 6300 Southcenter Alvd, #100qkwila,WA 98188 COMMENTS: atiAt f111441 kfifYyl .10 Approved per applicable codes. Corrections quired prior to Date: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee muSI be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: PERMIT NO. (206)431-3 1 , q Aerftrct: ii- T ....1 1/ (70 ( l eit . b . Y of Inspectio : • „Drr lt I di 5 . li q .)pecial instructions: Dtga ted: 11 a.m. P.m_,..." iligt vi INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION Inspector: Ir.a SAMICIIn wSput Aftera0.••• INSPECTION RECORD Retain a copy with permit 6300 Southcenter Alvd, #100qkwila,WA 98188 COMMENTS: atiAt f111441 kfifYyl .10 Approved per applicable codes. Corrections quired prior to Date: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee muSI be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: PERMIT NO. (206)431-3 1 , q City of Tukwila Fire Departnzent Proiect Name ) — c- 33-7-7 Z ( ( C;;L , --t" Address 7C) t2 . Retain current inspection schedule Needs shift inspection N Approved without correction notice Approved with correction notice issued Authorized Signature Sprinklers: Fire Alarm: /4 44)- Hood & Duct: Halon: Monitor: ji? j A/ (-- Pre-Fire: Permits: TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM John W. Rants, Mayor Thomas P. Keefe, Fitts Chief 12 /) 2 e, 02 6. 14- Permit No. biqfp- f Suite # ot." Ft C/ // Date FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575•404 • Fax (206) 575-4439 84. MAP AND PANEL B5. SUFFIX B6. F1RM INDEX DATE B7. FIRM PANEL 88. FLOOD ZONE(S) 89. BASE FLOOD ELEVATION(S) NUMBER • EFFECTIVE/REVISED DATE A (Zane AO, use depth of fbodig) 53 I oar, - i /MAY Ito 1 167115 1 18 BUILDING OWNER'S NAME ir`r -r-veuJl -A BUILDI STREET AD RESS (kndudng A pt, Unit, Suite, andla Bldg. No.) OR P.O. ROUTE AND BOX NO. 4 ti _U� 1 ' • CITY - , IGw I L � PROKRTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Descrptlon, etc.) r 00 300 BUILDING USE (e.g., Residential, Nonresidential, Addition, Accessory, etc. Use Carments section if necessary.) M41 nrr t) 41J ' LATTIUDF.A.ONGITUDE (OPTIONAL) HORIZONTAL DATUM: ( Mr • ##' - ##.## a ##.000114°) ❑ NAD 1927 ❑ NAD 1983 TITLE 'RECEI C. _DERAL EMERGENCY MANAGEMENT AGENCY NOV 1 3 Mt NATIONAL FLOOD INSURANCE PROGRAM pui lrWoRKs ADDRESS gai5I U wA •• 'e• SIGNATURE ELEVATION CERTIFICATE important Read the instructions on pawl- 7. SECTION A - PROPERTY OWNER INFORMATION FEMA Form 81.31, UG 99 .EE REVERSE SIDE FOR CONTINUATION DP CODE le SOURCE: ❑ GPS (Type): ❑ USGS Quad Map ❑ Other: SECTION B • FLOOD INSURANCE RATE MAP (FIRM) INFORMATION O.M.B. No. 3067 -0077 Expires July 31, 2002 Fa Insurance Carpany Use: Pofcy Number Canpeny NAIC Number B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER TO IW 1LA-) G11 c B2. COUNTY NAME 1 eG7U t•1t`r 83. STATE� 810. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B1 ❑ FIS Profile ❑ FIRM ❑ Community Deterrnined Other (Describe): S U'g..V C --T- 811. Indicate the elevation datum used for the BFE in B9:GVD 1929 ❑ ■AVD 1988 ❑ Other (Describe).:- 612. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes NNo Designation Date SECTION C • BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Bulking elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction' Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Buildng Diagram Number - (Select the building diagram most similar to the building for which this certificate is being completed • see pages 6 and 7. If no diagram accurately represents the buildin rovide a sketch or photograph.) C3. Elevations - Zones A1-A30, A: (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/AO Complete Items C3a4 below accor•ing to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section 0 or Section G, as appropriate, to document the datum conversion. Datum Conversion/Comments Elevation reference mark used Does the elevation reference mark used appear on the FIRM? ❑ Ye:)71 No O a) Top of bottom floor (induding basement or endosure) L _. 1 ft.(m) ro O b) Top of next higher floor _ _ft.(m) rn O c) Bottom of lowest horizontal structural member (V zones only) _ft.(m) a o 0 d) Attached garage (top of slab) _. _ft.(m) E 2 0 e) Lowest elevation of machinery and/or equipment w co g 2. servicing the building • _ft.(m) b 0 f) Lowest adjacent grade (LAG) 13 ,g ft.(m) z' .� O g) Highest adjacent grade (HAG) 18 , `1ft.(m) D O h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade M O i) Total area of all permanent openings (flood vents) in C3h sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by line or imprisonment under 18 U.S. Code, Section 1001. V CERTIFIER'SNAME t A /,r - ` LICENSE NUMBER �"1 I COMPANY NAME 1 VAR..r 4 Arc- -oGVA-r S STATE (� J 4 ZIP CODE 4614, DATE / / 1 ,n , p TELEPHONE 2o6 „ Gs $O•ZO I '91 c. REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces, copy the corresp' ig Information from Section k BUILDING STREET ADDRESS (kidud'ng Apt, Unit, Suite ,'61 wor Bkig. No.) OR P.O. ROUTE AND BOX NO. CITY Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenticompany, and (3) buikdng owner. COMMENTS For Zone AO and Zone A (without BFE), complete Items El through E4. If the Bevafon Certificate is intended for use as supporting information fora LOMA or LOMR•F, Section C must be completed. Et. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed —see pages 6 and 7. If no Dagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) __in.(crn) ❑ above or 0 below (check one) the highest adjacent grade. E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the communitt/s floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNERS REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, 8, and E for Zone A (without a FEMA4ssued or community-issued BFE) or Zone AO must sign here. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVES NAME ADDRESS SIGNATURE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. 0 The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official cogipleteri Section E for a building located in Zone A (without a FEMA-issued or community-issued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This pemrit has been issued for 0 New Construction ❑ Substantial Improvement G8. Elevation of as-built lowest floor (including basement) of the building is: G9. BFE or (in Zone AO) depth of flooding at the building site is: LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS FEMA Form 81-31, AUG 99 STATE ZIP CODE SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) cn DATE TELEPHONE TIRE TELEPHONE DATE _ _ft.(m) _ ft.(m) Fa Ina,ranoe Carpeny use: Poky Number CompanyNAIC Number SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) 1 J Check here if attachments STATE ZIP CODE Datum: Datum: ❑ Check here if attachments REPLACES ALL PREVIOUS EDITIONS I • COMMUNITY NUMBER alai SIotogot • , PANEL NUMBER 5 1 0 991 SUFFIX DATE OF FIRM INDEX ii i I MI5 FIRM ZONE A I4 • BASE FL000 ELEVATION I o D Zones. Use Depth) sit The floodprooling of non-residential buildings may be permitted as an alternative to elevating to or above the Base Flood Elevation; however, a floodproofing design certification is required. This fomr is to be used for that certification. Floodproofing of a residential building does not alter a community's foodplain management elevation requirements or affect the insurance rating unless the community has been issued an excepdon by • FEMA to allow floodproofed residential basements. The permitting of a foodproofed residential basement requires a separate certification specifying that the design complies with the local floodplain management ordinance. BUILDING OWNER'S NAME r r vl Tu a STREET ADDRESS (Including APL. Unit. Suite. and/or Bldg. Number) OR P.O. ROUTE AND BOX NUMBER 3 1 op r te - 1 - 21.1 0T R D�$CRIRTION e 3 v , . ,etc. Y ► c. � t� - 4v CITY r Provide the following from the proper FIRM: FEMA Form 81.65, AUG 99 lg/ v c � s shoal FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM . FLOODPROOFING CERTIFICATE FOR NON - RESIDENTIAL STRUCTURES STATE WA SECTION I FLOOD INSURANCE RATE MAP (FIRM) INFORMATION SECTION II FLOODPROOFING INFORMATION (By a Registered Professional Engineer or Architect) SECTION III CERTIFICATION (By Registered Professional Engineer or Architect) mde or rtificate for 1) community official, 2) Insurance agent/company, and 3) building owner. O.M.B. NO. 3067.0077 Expires July 31, 2002 FOR INSURANCE COMPANY USE POUCY NUMBER COMPANY NAIC NUMBER ZIP CODE Floodproofing Design Elevation Information: Building is floodproofed to an elevation of ...,( 4 7.1 feet NGVD. (Elevation datum used must be the same as that on the FIRM.) Height of floodproofing on the budding above the lowest adjacent grade is 1 • 4 1• feet. (NOTE: for insurance rating purposes the building's floodproofed design elevation must be at least one foot above the Base Flood Elevation to receive rating credit. If the building is foodproofed only to the Base Flood Elevation, then the building's insurance rating will result in a higher premium.) Non•Residential Floodproofed Construction Certification: I certify that based upon development and/or review of structural design, specifications and plans for construction, the design and methods of construction are in accordance with accepted standards of practice for meeting the following provisions: The structure, together with attendant utilities and sanitary facilities, is watertight to the ftoodproofed design elevation indicated above, with walls that are substantially impermeable to the passage of water. All structural components are capable of resisting hydrostatic and hydrodynamic flood forces, including the effects of buoyancy, and anticipated debris impact forces. I certify that the infonnadon on this certificate represents my best efforts to interpret the data available. I understand that any false statement maybe punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME ( / UCENSE NUMBER (or Alex Seal) TITL UJ ( C I , 1�Z11k [ Vikl - -j' -$ A- SSOGIr� � ADDRESS CITY STATE ZIP CODE 5�g I u rJ i 'i2-( � `1 �) �- s t'1'l� W/4 °1181 SIGNATURE DATE PHONE / � � 1 /0 0 20(0- S25 , 1301 , e' Replaces all previous editions F.056 (8199) 1 • U.S. Government Printing Office: 1997 - 517. 742183821 PAPERWORK BURDEN DISCLOSURE NOTICE GENERAL This information is provided pursuant to Public Law 96 -511, (The Paper Reduction Act of 1980, as amended), dated December 11, 1980, to allow the public to participate more fully and meaningfully in the Federal paperwork review process. AUTHORITY- Public Law 96 -511, amended; 44 U.S.C. 3507; and 5 CFR 1320 PAPERWORK REDUCTION ACT NOTICE — Public reporting burden for Floodproofing Certificate is estimated to average 3.25 hours per response. Burden means the time, effort, or financial resources expended by persons to generate, maintain; disclose, or provide information to the Federal Emergency Management Agency. You are not required to respond to this collection of information unless a valid OMB control number is displayed in the upper right corner of each form. You may send comments regarding the accuracy of the burden estimate and any suggestions for reducing the burden to: Information Collection Management, Federal Emergency Management Agency, 500 C Street, SW, Washington, CD 20427, Paperwork Reduction Project (3067- 0077). To ensure timely receipt and processing of the completed forms, return them to the address provided in the instructions to the forms. Da not send forms(s) to the above address. Your response to this collection of information is required to obtain or retain benefits under the National Flood Insurance Program. C NUMBER PANEL NUMBER SUFFIX DATE OF FIRM INDEX FIRM ZONE BASE FLOOD ELEVATION i 1 530091.09 Vi ��� I � ' ��� r I (I Zones. Use Depth) l BUILDING OWNER'S NAME , 1 __ , OTHER DESCRIPTION (Lot and Block Numbers. etc.) — r r # 3 00 — ao °1 CITY TJ LuILA Provide the following from the proper FIRM: CERTIFIER'S NAME w� ��� —f—• IVAt —r TITLE ADDRESS SIGNATURE C FEMA Form 81 • AUG 99 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM FLOODPROOFING CERTIFICATE made of (his FOR NON - RESIDENTIAL STRUCTURES The foodprooting of non - residential buildings may be permitted as an alternative to elevating to or above the Base Food Elevation; however, a foodproofrng design certification is required. This form is to be used for that certification. Floodproofing of a residential building does not alter a community's lloodplain management elevation requirements or affect the insurance rating unless the community has been issued an exception by FEMA to allow floodproofed residential basements. The permitting of a floodproofed residential basement requires a separate certification specif that the design complies with the local foodplain management ordinance. C STREET ADDRESS Including ApL. UmL Suite, andlor Bldg. Number) OR P.O. ROUTE ANO BOX NUMBER i. STgTE SECTION I FLOOD INSURANCE RATE MAP (FIRM) INFORMATION SECTION II FLOODPROOFING INFORMATION (By a Registered Professional Engineer or Architect) Floodproofing Design Elevation Information: q f Building is floodproofed to an elevation of I I ' 1 Height of floodproofing on the building above the lowest adjacent grade is 1 feet NGVD. (Elevation datum used must be the same as that on the FIRM.) feet. (NOTE: for insurance rating purposes the building's floodproofed design elevation must be at least one foot above the Base Flood Elevation to receive rating credit. If the building is tloodproofed only to the Base Flood Elevation, then the building's insurance rating will result in a higher premium.) SECTION III CERTIFICATION (By Registered Professional Engineer or Architect) O.M.B. NO. 3067.0077 Expires July 31. 2002 FOR INSURANCE COMPANY USE POLICY NUMBER COMPANY NAIC NUMBER ZIP CODE 4 10 l8 ° 0 Non - Residential Floodproofed Construction Certification: / certify that, based upon development and/or review of structural design, specifications, and plans for construction, the design and methods of construction are in accordance with accepted standards of practice for meeting the following provisions: The structure, together with attendant utilities and sanitary facilities, is watertight to the floodproofed design elevation indicated above, with walls that are substantially impermeable to the passage of water. All structural components are capable of resisting hydrostatic and hydrodynamic flood forces, including the effects of buoyancy, and anticipated debris impact forces. I certify that the information on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. LICENSE NUMBER (or Amx Seal) I 17 c l V A `4 A- SS 114-1 1 CITY A _ Y ST ' TE ZIP CODE DATE PHONE II / as 44(/ s ^ 4s0 e cate for: 1) community official, 2) Insurance agent/company, and 3) building owner. Replaces all previous editions F.056 (8199) PAPERWORK BURDEN DISCLOSURE NOTICE GENERAL —This information is provided pursuant to Public Law 96 -511, (The Paper Reduction Act of 1980, as amended), dated December 11, 1980, to allow the public to participate more fully and meaningfully in the Federal paperwork review process. AUTHORITY— Public Law 96 -511, amended; 44 U.S.C. 3507; and 5 CFR 1320 PAPERWORK REDUCTION ACT NOTICE — Public reporting burden for Floodproofing Certificate is estimated to average 3.25 hours per response. Burden means the time, effort, or financial resources expended by persons to generate, maintain, disclose, or provide information to the Federal Emergency Management Agency. You are not required to respond to this collection of information unless a valid OMB control number is displayed in the upper right corner of each form. You may send comments regarding the accuracy of the burden estimate and any suggestions for reducing the burden to: Information Collection Management, Federal Emergency Management Agency, 500 C Street, SW, Washington, CD 20427, Paperwork Reduction Project (3067- 0077). To ensure timely receipt and processing of the completed forms, return them to the address provided in the instructions to the forms. Do not send forms(s) to the above address. Your response to this collection of information is required to obtain or retain benefits under the National Flood Insurance Program. • U.S. Govemment Printing Office: 1997 — 517-742/83821 ivary and associates foster golf course section Project c rr`( OF •11/Kw lc►k c. R'v t LP& Job No 4 5V". 20 Location fogrER Go c,r CovR6 Client Gltr OF TVKwtLA Date 1- 8-o0 Weather Conditions PAW Prepared By l <w Description of work done, locations, equipment used, quantity estimate (indicate location and elevation, and mark locations on plans, use separate paragraph for each subject work item, show if approved as meeting specifications or not.) DNsirE 5 %30 - 7 :Oo pm AT 'R* 1Z-R VEST CF - rlt-N C.t- sWIENs (cory q_GT(l)2) 'r Aalz‘VE AT Ttkr- 4r1 Eotz T(tr PVROPs6 (tp '-L COtrt. Gait N /6 Q ic rrr T o►✓ T(-f - E 1 PA-10P N6 i- cr S. vg6iz<49*' C,uvT? 0T - c k) FM i (A b. TNI-E Owst; f Its-iS ►'qtr 174 PR oTLz=zT c g(R- -zr4 OF 954 of A 5Tn1 n rss? . TFf 5v/3512A-0E kv/A FK?m A-A/0 VNYt 41v0 50 771.-g(.E XaA 5VPP't Eat/ tPvnk AT-0 fiz4r rtC- w/krX , 7 ,:- .D NS (r( TZ'S ( ft1:S t/41 S , c is 4ppRo' (41A1- (..CloAll ow- . / 1 Sffai -n/ (36_- d+✓ , TQf 1 z 3 Si fe P(.kJ ha 132 I , 9 /36. "3- nor) SDK t APPS hr/7 13$.1 141.6 ( q- 4/01 1 P.1 4.2. 7. 6. 1 '4 in 4.7 5 ?- 5.3 W21_ v' 13VLc+ N b S P/ /3.?•S 137•S 137.c A — _ '/1 P2 96. 94•/ cy 5_. / Pig' P AIS 19 /W PA 9.1 © © 6 - — � 6 A PPnN (41A -T•- D EN6(TY -rsr 1_OGA-Tf ONC Visitors tifArE Unsatisfactory Conditions & Recommended Correction NOIdt= Attachments Distribution. Signed %- l 'fA Land WA -0907 c _.. Fie ld Report Report No. 4 Page of Date Test No. Test Location Depth Below Final Grade (ft) Soil Type Field Dry Density (pcf) Field Moisture Content ( %) Compaction ( %) Comments •5 ) AB v &roVtr STIMA,. "(AM< SP 13 2.1 5.6 9h.3 D 4MAx : 13 5 5 Z CH f3, FLOOR Sz.A(3, SVI36(Ar E Sly I5'4•4 5. 6 17-x Wort = q'X 5-5-0d 3 5 'n 4 Cot SLAG iVn SP 132 6 .5 lb 4 LANDAU ASSOCIATES, INC. Edmonds. WA (206) 778 -0907 FAX (206) 778 -6409 Job No. 45 Summary of Field Density Test Results Project C ITYOF TvKwI �A GR -i4 3Vl c.13 IAM Test Number 1 2 3 4 5A 5B SA 6B Wet Density 135.1 133.3 138.2 131.5 132.8 134.0 136.1 129.9 Dry Density 128.5 126.3 131.1 124.3 126.0 126.5 128.5 122.9 % Moisture 5.1 5.5 5.5 5.8 5.4 5.9 5.9 5.7 % Compaction 93.8 92.2 95.7 90.7 92.0 92.3 93.8 89.7 0206 118 0805 y Landau Associates Environmental and G.*NcMfoel Semites Project No.: 457002,20 Client Foster Golf Course Project Name: Foster Golf Course Location: Tukwila, Washington Weather Conditions: Partly cloudy Prepared By: GCi 15:45 GCI left the site. LAHDAU_ASSOCU1ES 18C Please refer to a copies o1 the fled and lab tests attached herewith. Visitors: Attachments: Distribution: Signed arzvoo aNswveeDOCUSANowourrjir,.zvaado< 1 06/23100 13:44 P.001/005 Field Report Report No.: Date: �61:24fAB 6 f i' /ov Description of work done, locations, equipment used, quantity estimate (indicate location and elevation, and mark locations on plans, use separate paragraph for each subject work Item, show if approved as meeting specifications or not). 13:45 GCI arrived at site and met with Tim Clements. GCI performed 8 soil moisture/density tests at grade level In 6 locations within the new parking area beside the new maintenance building. Mr. Clements was present for the first 4 tests. Tests 1 -4 were performed by scraping back the top 2 inches of soil and filling in voids with coarse sand. Tests 5A/5B and 6A/8B were done at 2 Locations on the compacted surface by taking one reading (5A and 6A) and then spinning the probe 180° for the comparison readings (5B and 6B). The results of the tests are listed in the table below. Based on the percent compaction readings obtained, GCI collected a representative soil sample for additional laboratory analysis. On June 20, 2000, GCI performed a one point proctor test on the soil sample. Test results for the sample indicated an optimum dry density (after rock correction) of 137.5 pcf and an optimum moisture content of 6-7%. The point plotted for this test was very close to the maximum density /moisture curve calculated for the previous proctor performed for the site. Unsatisfactory Conditions & Recommended Correction: The under - optimum percent compaction readings obtained on 6/19/00 may be due to the tow moisture content of the soil. The parking lot area should be moisture conditioned, recompacted and tested before laying asphalt cover. Landau Associates r/1 Landau Associates Environmental and GeotedxMal Services Project No.: 457002.20 Client: City of Tukwila Project Name: City of Tukwila Crew Building Location: Foster Golf Course Weather Conditions: Rain (6O's) Prepared By: Ken Gill Description of work done, locations, equipment used, quantity estimate (indicate location and elevation, and mark locations on plans, use separate paragraph for each subject work item, show if approved as meeting specifications or not). At the request of Tim Clemens, I arrived on site at about 1115 to observe the prepared floor slab subgrade for Shed A and Shed B. In addition, Tim requested a density test near the fuel island, in the vicinity of the above ground storage tank. The prepared subgrade at all locations was observed to be firm and non - yielding. Three inplace density tests were completed to check the relative compaction effort. The field density tests indicated that at least 95 percent compaction was obtained at the test locations. The approximate location of the field density tests are shown on the sketch below, and the results are summarized on the attached sheet. I took pictures of the crew building, then left the site at about 1230. CR VILI2 (46, 5!8/00 I / PROJ ECT45T002.101Fiel d R e port.050800.doc 05/090 I:IPROJECT457 dR.porL050800.doc SI1E' A • • • • p Fl/EL 15I-A Visitors: none Unsatisfactory Conditions & Recommended Correction: none g z..... Attachments: Summary of Field Density Test Results Distribution: Tom Pulford, Tim Clemens Signed 1 Field Report Report No.: 7 Date: 5/8/00 Landau Associates 11, Landau Associates Environmental and Geolechnical Services Project No.: 457002.20 Client: City of Tukwila Project Name: City of Tukwila Crew Building Permit # D99 -0285 Location: Foster Golf Course Weather Conditions: Sunny Prepared By: GJK Field Report Report No.: 6 Date: 2/4/00 Description of work done, locations, equipment used, quantity estimate (indicate location and elevation, and mark locations on plans, use separate paragraph for each subject work item, show if approved as meeting specifications or not). At the request of Tim Clemens, I arrived on site at about 9:20 am to observe the prepared subgrade for the footings of the shed building. The prepared subgrade was probed and found to be firm and non - yielding. Five compaction tests were completed to check the relative compaction of the footing area. The field density tests indicated that at least 95 percent compaction was obtained at the test locations. The field density results are attached on an additional sheet. In our opinion, the prepared subgrade is suitable to support the 2,000 psf bearing pressure. I left the site about 10:10. Visitors: Unsatisfactory Conditions & Recommended Correction: Attachments: Compaction Test Results 4 �/ Distribution: Tom Pulford, Tim Clemens Signed , D ;,y/. �VS W- 02/10/00 I:WROJECM571002.101FRPTB,doc 1 Landau Associates Attachment to Report No. 6 Compaction Testing Project # Date Location City of Tukwila Crew Building Shed Building Footing Subgrade Test No. Location Dry Density (pcf) Wet Density (pcf) Moisture Content ( %) Max Dry Density (pcf) Percent Compaction Results 457002.20 02/04/2000 Maximum Dry Density = Optimum Moisture Content= IAProject\ 4571002. 10Wie ldReport_No6_DensityTests02/10 /2000 Page 2 of 2 1 2 3 4 5 South footing South footing West footing . West footing West footing 133.5 136.3 136.4 134.2 132.8 143.1 145.5 145.2 144.2 141 7.2 6.7 6.5 7.5 6.2 137.5 137.5 137.5 137.5 137.5 97.1 99.1 99.2 97.6 96.6 Pass Pass Pass Pass Pass 137.5 pcf 7% Landau Associates Environmental and Geotechnical Services Project No.: 457002.20 Client: City of Tukwila Project Name: City of Tukwila Crew Building Permit # D99 -0285 Location: Foster Golf Course Weather Conditions: Sunny, low 30's Prepared By: GJK Description of work done, locations, equipment used, quantity estimate (indicate location and elevation, and mark locations on plans, use separate paragraph for each subject work item, show if approved as meeting specifications or not). At the request of Tim Clemens, I arrived on site at about 9:40 am to observe the prepared subgrade for the floor of the crew building. After testing the subgrade with a nuclear compaction gauge, field denisty tests were found to be in the low 90 percentile. We informed Mr. Clemens of the low numbers and suggested he re -roll the area due to a thick layer of frost which could be affecting the soil compaction. Mr. Clemens had the the slab section re rolled around 11:00 am using a Ingersoll -Rand ST 70 with a 5 -foot roller. The re- rolled subgrade was observed to be firm and non - yielding. Two additional compaction tests were completed to check the relative compaction of the slab area. The field density tests indicated that at least 95 percent compaction was obtained at the test locations. The approximate locations of the field density tests are shown on the attached sketch and results are attached on an additional sheet. In our opinion, the prepared subgrade is suitable for support of the slab -on -grade floor. At the request of the contractor, we collected an additional sample of the import fill material to chaeck the proctor (maximum dry density). I left the site about 12:15 pm. Visitors: Unsatisfactory Conditions & Recommended Correction: Attachments: Site Sketch & Compaction Test Results Distribution: Tom Pulford, Tim Clemens Signed 6 D 40 01/1a/00 IAPROJECTU571002, U1IFRPT5.doc 1 Field Report Report No.: 5 Date: 1/18/00 Landau Associates LANDAU r \SS()Cl INC.. Envonwlwanad and Gtxdncnrncal Semces By C:rW►C Date _ Project .CAL . OF 114 4, 4- 4 4. 444.1 ._ , . , Project No. `;ft�Ol to Checked By C.7 - -• - - Date Subject • 4 1 s _ Sheet Z of '1evi pT 44 5 L- W- OD pI • ApeR - INNsrey 161 . 0.4 or 77/144.4c4 G.Rrsw FB • G,dPaa tP 4H Attachment to Report No. 5 Compaction Testing Proiect # Date Location City of Tukwila Crew Building Slab Subgrade Test No. Depth (inches) Dry Density (pcf) Wet Density (pcf) Moisture Content ( %) Max Dry Density (pcf) Percent Compaction Results 457002.20 01/18/2000 Maximum Dry Density = Optimum Moisture Content= Page 3 of 3 1 2 3 4 5 6 8 8 8 8 8 8 134.0 128.2 126.6 128.4 135.5 135.6 143.9 138.1 137.3 136.2 144.7 144.8 7.4 7.7 8.5 6.1 6.8 6.8 140 140 140. 140 140 140 95.7 91.6 90.4 91.7 96.8 96.9 Pass Fail Fail Fail Pass Pass 140 pcf 8% Note: Tests Nos. 5 and 6 taken after slab subgrade re- rolled I \Project\ 4571002. 10\FieldReport_No5_DensityTests01 /19/2000 Landau Associates Environmental end Geotechnicel services Project No.: 457002.20 Client: City of Tukwila Project Name: City of Tukwila Crew Building Location: Foster Golf Course Weather Conditions: Mostly Sunny, mid 40s Prepared By: Ed Heavey Description of work done, locations, equipment used, quantity estimate (indicate location and elevation, and mark locations on plans, use separate paragraph for each subject work item, show if approved as meeting specifications or not). At the request of Tim Clemens, I arrived on site at about 3:30 pm to observe the prepared footing subgrade for the north retaining wall, from the east end of the crew building to the east terminus of the north retaining wall. The prepared subgrade was observed to be firm and non yielding. Three inplace density tests were completed to check the relative compaction of the footing subgrade. The field density tests indicated that at least 95 percent compaction was obtained at the test locations. The approximate location of the field density test are shown on the sketch below, and the results are summarized on the attached sheet. In our opinion, the prepared subgrade is suitable to support the 2,000 psf bearing pressure. left the site at about 4:30 pm. IPPrio) • 1 s LL' (t iD is tinitoy pg45.11Y if I 'r1PT C4 7 1/5/00 I: IPROJECT14571002 .101FieldReport.No2.doc • Visitors: none Unsatisfactory Conditions & Recommended Correction: none Attachments: Density Test Results Distribution: Tom Pulford, Tim Clemens Signed 01/05/00 I:IPROJECTM 571002.101FIeIdReport.No3.doc 1 • Report No.: a. it Field Report Date: 1/4/00 N ePhiPle9 /‘Ifvey N1 t -A VTiors weft pc� I 30 Landau Associates Attachment to Report No. 4 Compaction Testing Project # Date Location City of Tukwila Crew Building North Retaining Wall Footing Line Test No. Depth (inches) Dry Density (pcf) Wet Density (pcf) Moisture Content ( %) Max Dry Density (pcf) Percent Compaction Results 457002.20 01/04/2000 Maximum Dry Density = Optimum Moisture Content= 1 2 3 8 8 8 134.5 135.2 133 143.8 142.9 141.2 6.9 5.7 6.2 140 140 140 96.1 96.6 95.0 Pass Pass Pass I:\ Project1457\002. 10\FieldReport_No3_DensityTests0l /05/2000 140 pcf 8% W.- Yac..rn.v.1 ... � +....ww� Landau Associates Environmental and Geolsehrllal Services Project No.: 457002.20 Client: City of Tukwila Onsite — 9:45 am to 10:30 am. 12/15/99 I: 1PROJECT4571002.101FIeIdRepon .No2.doc 12/15/99 I:WROJEC1 4571002.101Fk3dRepon.Nol .doc Project Name: City of Tukwila Crew Building Location: Foster Golf Course Weather Conditions: Cloudy, with Light Rain, 50's Prepared By Ed Heavey • .�4: ./ 6'Y ;.1•Y r:- ;•i ?•.;: >> 'z ; �jyf.8'!'�`G ri• yi, ;:X' Visitors: none Unsatisfactory Conditions & Recommended Correction: none Attachments: 1 f Distribution: Tom Pulford, Tim Clemens Signed 1 Field Report Report No.: 1 Date: 12/8/99 Description of work done, locations, equipment used, quantity estimate (indicate location and elevation, and mark locations on plans, use separate paragraph for each subject work item, show if approved as meeting specifications or not). At the request of the City of Tukwila (Mr. Tom Pulford), we completed a site visit to discuss construction plans with Mr. Tim Clemens, general contractor, and to obtain a sample of the import fill that will be used at the site. The sample is to be tested in Landau Associates' lab for the maximum dry density (proctor) per ASTM D1557. Tim discussed his plans to provide foundation support of the building. He plans to excavate to a depth of 2 ft below bottom of footing, place about 12 inches of ballast rock and then 12 inches of import sand and gravel material. We suggested to Tim that the ballast rock be compacted prior to placing the import sand and gravel. Taping with the bucket or using a "whacker" -type compactor should provide adequate compaction of the ballast rock. We informed Tim that his plan is consistent with the recommendations in our geotechnical report. Tim Indicated he should be ready for site observations by about Monday of next week. We told Tim that the results of the proctor should be available Monday or Tuesday of next week. • Landau Associates Landau Associates Envkonmental and Geo technical Services Project No.: 457002.20 Client: City of Tukwila Project Name: City of Tukwila Crew Building Location: Foster Golf Course Weather Conditions: Cloudy Prepared By Ken Gill 12/15199 1:1PROJECTA571002.10‘F1etdRoport.No2.doc 12/15/99 IAPROJECNI5 •p Visitors: none Unsatisfactory Conditions & Recommended Correction: none Attachments: Density Test Results 1 Field Report Report No.: 2 Date: 12/13/99 • Description of work done, locations, equipment used, quantity estimate (indicate location and elevation, and mark locations on plans, use separate paragraph for each subject work item, show if approved as meeting specifications or not). 1200 Arrive at site; meet Tim Clemens (FAX #406-483-0577, MOBILE # 253-606-4014). Tim and crew were placing structural fill in the area for the north spread footing for the crew building. The structural fill consisted of 1 ft of a 2 inch minus rounded GRAVEL underneath 1 ft of a sand and gravel pit run material. When I arrived Robin (hoe pack operator) was grading and compacting the pit run material. Two density tests were taken in the NW and NE corner of the existing footing. Both tests at a depth of 6 inches below grade had dry densities of 134.0 and 134.8 pcf. The results are attached. Based on our opinion, the structural fill is being compacted to the requirements of the project specifications. 1300 Leave site JA Distribution: Tom Pulford, Tim Clemens Signed Landau Associates Attachment to Report No. 2 Compaction Testing Project # 457002.10 Date 12/13/1999 Location City of Tukwila Crew Building Test Depth (inches) Dry Density Wet Density M M% Max Dry Density % Compaction Results 1 2 6 6 134.0 134.8 142.2 143.5 8.2 8.6 6.1 6.4 140 140 95.7 96.3 Pass Pass Maximum Dry Density = Optimum Moisture Content= North Footing Line 140 pcf % 1: 1Projech4571002 .10\FieldReport.No2.DensityTestsl 2/16/1999 Project Clrr OF T i<wILA C►-&'w 61.04,. Job No 451 Location F6`4-611- Golf OvrLS E Client C ` ry Date (Z_ /4" ai Weather Conditions Prepared By Knit, Description of work done, locations, equipment used, quantity estimate (Indicate location and elevation, and mark locations on plans, use separate paragraph for each subject work Item, show it approved as meeting specifications or not.) ON 5 I1E l0 :1,f TV 12.! 00 47 7Fir 2C- OvEsi 6F TR- G 17 r, wE 6ort'1Pi-t ,, A 5(TE VIS( ( ' M r - Pf/RPDSE of 7 7 (n/6 Feonw6 • 0/3 3cav* -D .r ff C. t..t =rw EN PI-A'( NI, 1 2 $U?-E ► Mk I^/ I 1 c - HD E. Aiv p corn , 4c-r1 N 6 tv ITi-f KV-& T • IN 514/ `0 R-t i. OF eta 0Ifni. 6 t(FTS - Co14EPr0, 3 Ohre aEvs 1 ? r 1 5 ( A7Tgr 11 ft, j j, TEST' (-Tv,r Q) cA IL E-» . r onrf A. 17 Q. L C44 ifrTEr A (—V LEN611.0 5E-nw 17 awW 1. FT 7D ti 4 - tO W061 <• TtZA c--VIT)e Pi_A-trn • 2" SC IZ ten! ►MgTY,..( At, (W 4 Cr LIFT A Co rA PC11111 W11 F1 - PsI COI,LE 'YD b Elvs(ti 11 c IN (/(6'I. (Tr , , Wt 1 iVc.TS. ( 3A5(=mo) ON cU2 OPtNI 7 eirgVoiv , (t_r„. 16 8 e (N+: GOMPt - eTL13 Ta 774 AFIRVI ! EPA Eivi3 OF 11-1� Pao-?re-1 S P'EL I Pt c An D NS Visitors TO P v(- fot;j7 Unsatisfactory Conditions & Recommended Correction Attachments ( ( ) Akedl -& 1'. C.o YIN PAc- - 1 1T P • ' Z MAP Or T (- d <AgiONS Distribution TOM PULLF»►z -n 1 I IV I GL-dN1 LV5 Signed KeKs 04- Landau Associates, Inc. it Edmonds. WA (206)778 -0907 Field Report Report No Page ► of . 3 TEST NUMBER I 2 3 4 5 u 7 0 9 10 STATION OFFSET ELEVATION _ MODE a DEPTH Sort / 6" SNc (6'' Sott. / 6' ,, 01,/c.‘' DENS. CNT. I43. v I49 -6 142.5 (4 4 - WET DENS. WET DENS. MSTRE. CNT. MSTRE. CNT. MOISTURE jf 10.8 I?. 2_ I q, / U./ MOISTURE DRY DENS. 137. Z 1$7.4 (Z$..4 133. 3 DRY DENS. % MOISTURE 8.2. g 11. 0 e , % . % MOISTURE STD. DENS. 140.0 140.0 140.0 140.v STD. OENS. OPT MSTRE. OPT MSTRE. COMP. Q4.4 413. I 9/.7 611. S % COMP. MSTRE CORK. p p F p MSTRE. CORR TEST NUMBER 11 12 13 14 15 16 17 18 19 20 STATION OFFSET ELEVATION MODE a DEPTH DENS. CNT. WET DENS. MSTRE. CNT. MOISTURE . DRY DENS. % MOISTURE STD. OENS. OPT MSTRE. % COMP. MSTRE. CORR srA N DRRD COUNTS REMARKS: . DENSITY I MOISTURE _ '12 T 44 —� 2c,- of 3 .. • NUCLEAR COMPACTI( 4 TEST DATA ATTA-I iV\61\ Tr 4 PRO JECT LREw 1$1,04. JOB HUMBER 457 20 DATE IZ 16'°' TAKEN BY K`vc' iVOfF � Ariz Te+rC) 1- - F•At_r) , CvNQXA)cTLK 11 RE A.Act war ) n -( 1' I A+++E Pit hTV-+ i� aF A 1-01.00c W G 1, f i , FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE INSTRUCTIONS :�iK�FVF1l+filnR{ PAPERWORK REDUCTION ACT NOTICE Public reporting burden for the Elevation Certificate is estimated to average 2.25 hours per response. Burden means the time, effort, or financial resources expended by persons to generate, maintain, retain, disclose, or provide information to the Federal Emergency Management Agency. You are not required to respond to this collection of information unless a valid OMB control number is displayed in the upper right corner of each form. You may send comments regarding the accuracy of the burden estimate and any suggestions for reducing the burden to: Information Collections Management, Federal Emergency Management Agency, 500 C Street, SW, Washington, DC 20472, Paperwork Reduction Project (3067 - 0077). To ensure timely receipt and processing of the completed forms, return them to the address provided in the instruc- tions to the forms. Do not send completed form(s) to the above address. Your response to this collection of information is required to obtain or retain benefits under the National Flood Insurance Program. "19 NAME TITLES .1,A ( / V W V ADD ESS SIGNA RE SECTION E CERTIFICATION This certification is to be signed by a land surveyor, engineer, or architect who is authorized by state or local law to certify elevation information when the elevation information for Zones A1—A30, AE, AH, A (with BFE),V1— V30,VE, and V (with BFE) is required. Community officials who are authorized by local law or ordinance to provide floodplain management information, may also sign the certification. In the case of Zones AO and A (without a FEMA or community issued BFE), a building official, a property owner, or an owner's representative may also sign the certification. Reference level diagrams 6, 7 and 8 - Distinguishing Features —If the certifier is unable to certify to breakaway /non- breakaway wall, enclosure size, location of servicing equipment, area use, wall openings, or unfinished area Feature(s), then list the Feature(s) not included in the certification under Comments below. The diagram number, Section C, Item 1, must still be entered. I certify that the information in Sections B and C on this certificate represents my best efforts to interpret the data available. l u ders that an e statement maybe punishable by fine or imprisonment under 18 U.S. Code, Section 1001. 1464- w cAirti ICENSE N MBER ( A i t Seal) COMPANY NAME tArth 10186 CITY I 4 26 6 11 .d oz H3 1 STATE 1 ZIP DATE PHONE Copies should be made of this Certificate for: 1) community official, 2) insurance agent /company, and 3) building owner. Page 2 COMMENTS. C5U0 6 4 000141444410ipa Al •' <Aft.4 CM t•• LAr‘sr vi .en. ( REFERENC E LEVEL A ZONES ON SLAB V ZONES BASE FLOOD ELEVATION REFERENCE ADJACENT LEVEL 1 GRADE ADJACENT ::• GRADE WITH BASEMENT ON PILES, PIERS, OR COLUMNS A A V ZONES ZONES ZONES BASE FLOOD ELEVATION REFERENCE LEVEL ► REFERENCE LEVEL The diagrams above illustrate the points at which the elevations should be measured in A Zones and V Zones. Elevations for all A Zones should be measured at the top of the reference level floor. Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member. BASE FLO00 ELEVATION ADJACENT'. GRADE 1. COMMUNITY NUMBER 7(DC ] `{ I � 2.. PANEL NUMBER 0d1 57 3. SUFFIX r 4. DATE OF FIRM INDEX IQ Q s 5. FIRM ZONE (. 6. BASE FLOOD ELEVATION (In I6o+�s,used NATIONAL FLOOD INSURANCE PROGRAM ATTENTION: Use of this certificate does not provide a waiver of the flood insurance purchase requirement. This form is used only to pro- vide elevation information necessary to ensure compliance with applicable community floodplain management ordinances, to determine the proper insurance premium rate, and/or to support a request for a Letter of Map Amendment or Revision (LOMA or LOMR). You are not required to respond to this collection of information unless a valid OMB control number is displayed in the upper right corner of this form. Instructions for completing this form can be found on the following pages. FOR INSURANCE COMPANY USE POLICY NUMBER COMPANY NAIC NUMBER Bc 11 OWN NAME \ L CITY ( ELEVATION CERTIFICATE. FEDERAL EMERGENCY MANAGEMENT AGENCY SECTION A PROPERTY INFORMATION STREET ADDRESS (Includrn Apt., Unit, Suite and/or Bid Number) OR P.O. ROUTE AND BOX NUMBER 12261 C0t0 1 r�1, ` k1ZIA -S A OTH R KCRIPTIr (Lot and Block Num rs, etc.) Provide the following from the proper FIRM (See Instructions): TATS SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION O.M.B. No. 3067 -0077 Expires July 31, 1999 ZIP CODE 9 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): ❑ NGVD'29 ❑ Other (describe on back) 8. For Zones A or V, where no BFE is provided on the FIRM, and the community has established a BFE for this building site, indicate the community's BFE: I 1 1 1 1 1 LJ feet NGVD (or other FIRM datum –see Section B, Item 7), SECTION C BUILDING ELEVATION INFORMATION 1. Using the Elevation Certificate Instructions, indicate the diagram number from the diagrams found on Pages 5 and 6 that best describes the subject building's reference level 2(a). FIRM Zones A1-A30, AE, AH, and A (with BFE). The top of the reference level floor from the selected diagram is at an elevation of 1 I 1 I 1 RI LJ feet NGVD (or other FIRM datum –see Section B, Item 7). ,(bs). FIRM Zones V1 -V30, VE, and V (with BFE). The bottom of the lowest horizontal structural member of the reference level from the selected diagram, is at an elevation of 1 I I 1 1 1 LJ feet NGVD (or other FIRM datum –see Section B, Item 7). ,(t'f.' FIRM Zone A (without BFE). The floor used as the reference level from the selected diagram is 1 I 1 LJ feet above ❑ or below ❑ (check one) the highest grade adjacent to the building. . FIRM Zone AO. The floor used as the reference level from the selected diagram is 1 I I LJ feet above ❑ or below ❑ (check one) the highest grade adjacent to the building. If no flood depth number is available, is the building's lowest floor (reference level) elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown 3. Indicate the elevation datum system used in determining the above reference level elevations: 211GVD '29 ❑ Other (describe under Comments on Page 2). (NOTE: If the elevation datum used in measuring the elevations is different than that used on the FIRM [see Section B, Item 7], then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on Page 2.) 4. Elevation reference mark used appears on FIRM: a Yes ❑ No (See Instructions on Page 4) El — 5. The reference level elevation is based on: actual construction onstruction drawings (NOTE: Use of construction drawings is only valid if the building does not yet have the reference level floor in place, in which case this certificate will only be valid for the building during the course of construction. A post- construction Elevation Certificate will be required once construction is complete.) 6. The elevation of the lowest grade immediately adjacent to the building is:1 1 1 11 131 Z. feet NGVD (or other FIRM datum -see Section B, Item 7). SECTION D COMMUNITY INFORMATION 1. If the community official responsible for verifying building elevations specifies that the reference level indicated in Section C, Item 1 is not the "lowest floor" as defined in the community's floodplain management ordinance, the elevation of the building's "lowest floor" as defined by the ordinance is: 1 1 1 1 1 1 LJ feet NGVD (or of r FIRM datum –see Section B, Item 7). 2. Date of the start of construction or substantial improvement it FEMA Form 81 -31, MAR 97 REPLACES AU. PREVIOUS EDITIONS SEE REVERSE SIDE FOR CONTINUATION Item 1. The Elevation Certificate uses a building's reference level as the point for measuring its elevation. Pages 5 and 6 of this Elevation Certificate package contain a series of eight diagrams of various building types that are to be used to help determine the reference level. Choose the diagram that best represents this building, record the diagram number, and use the indicated reference level to measure the elevation as requested in Items 2a -d. Item 2. Depending on the property location's FIRM Zone, complete Item 2a, 2b, 2c, or 2d. Use the reference level shown in the appropriate building diagram as the point of measurement. As shown in the diagram on the back of the Certificate, for all A Zones, the elevation should be measured at the top of the reference level floor. For all V Zones, the elevation should be measured at the bottom of the lowest horizontal structural member of the reference level floor. Reporting of elevations in Items 2a and 2b should be to the nearest tenth of a foot, or alternatively, unless prohibited by state or local ordinance, the reference level elevation may be "rounded down" to the nearest whole foot ( "rounding up" is prohibited). Item 2(a). For structures located in FIRM Zones Al -A30, AE, AH, and A (with BFE's), record the elevation (to the nearest tenth of a foot) of the top of the floor identified as the reference level in the applicable diagram. Item 2(b). For structures located in FIRM Zones V1 -V30, VE, and V (with BFE's), record the elevation (to the nearest tenth of a foot) of the bottom of the lowest horizontal structural member of the floor identified as the reference level in the applicable diagram . Item 2(c). For structures located in FIRM Zone A (without BFE's), record the height (to the nearest tenth of a foot) of the top of the floor indicated as the reference level (from the applicable diagram) above or below the highest adjacent grade immediately next to the building. Item 2(d). For structures located in FIRM Zone AO, the FIRM will show the base flood depth. For locations in FIRM Zone AO record the height (to the nearest tenth of a foot) of the top of the floor identified as the reference level (from the applicable diagram) above or below the highest adjacent grade immediately next to the building. For post -FIRM buildings, the community's floodplain management ordinance requires that this value equal or exceed the base flood depth provided on the FIRM. For those few communities where this base flood depth is not available, the community will need to determine if the lowest floor is elevated in accordance with their floodplain management ordinance. Item 3. Record the vertical datum system used in identifying the reference level elevations for all buildings. If the datum used in measuring the elevations is different than that used on the FIRM, then convert the elevations in Items 2a -d to the datum used on the FIRM, and show the conversion equation under the Comments section on Page 2. Item 4. Indicate if the elevation reference mark used appears on the FIRM. Reference marks other than those shown on the FIRM may be used for elevation determinations. In areas experiencing ground subsidence, the most recently adjusted reference mark elevations must be used for reference level elevation determinations. Item 5. Indicate if the reference level used in making the elevation measurement is based on actual construction or construction drawings. Construction drawings should only be used if the building does not yet have the reference level floor in place, in which case the Elevation Certificate will only be valid for the building during the course of construction. A post- construction Elevation Certificate will be needed once construction is complete. Item 6. Record the elevation measurement of the lowest grade adjacent to the building (to the nearest tenth of a foot). Adjacent grade is defined as the elevation of the ground, sidewalk, patio, deck support, or basement entryway immediately next to the structure. This measurement should be to the nearest tenth of a foot if this Certificate is being used to support a request for a LOMA/LOMR. Completion of this section may be required by the community in order to meet the minimum floodplain management requirements of the NFIP. Otherwise, completion of this section is not required. Item 1. The community's floodplain management ordinance requires elevation of the building's "lowest floor" above the BFE. For the vast majority of building types, the reference level and the lowest floor will be the same. If the community determines that there is a discrepancy, record the elevation of the lowest floor. Item 2. Enter date. These terms are defined by local ordinance. SECTION C Building Elevation Information SECTION D Community Information SECTION E Certification Complete as indicated. The Elevation Certificate may only be signed by a land surveyor, engineer, or architect who is authorized by state or local law to certify elevation information when the elevation information for Zones Al -A30, AE, AH, A (with BFE's), V1 -V30, VE, and V (with BFE's) is required. Community officials who are authorized by local law or ordinance to provide floodplain management information may also sign this certification. In the case of Zones AO and A (without BFE's), a building official, a property owner, or an owner's representative may sign this certification. Certification is normally to the information provided in Sections B and C. If the certifier is unable to certify to the selection of reference level diagram 6, 7 or 8 (Section C, Item 1), e.g., because of difficulty in obtaining construction or building use information needed to determine the Distinguishing Feature(s), the certifier must list the Feature(s) excluded from the certification under Comments on Page 2. The diagram number used for the Reference level must still be entered in Section C, Item 1. Page 4 4 THE NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE PURPOSE OF THE ELEVATION CERTIFICATE The Elevation Certificate is an important administrative tool of the National Flood Insurance Program (NFIP). As part of the agreement for making flood insurance available in a community, the NFIP requires the community to adopt a floodplain management ordinance containing certain minimum requirements intended to reduce future flood losses. One such requirement is that the community "obtain the elevation of the lowest floor (including basement) of all new and substantially improved structures, and maintain a record of all such information." The Elevation Certificate is one way for a community to comply with this requirement. The Elevation Certificate is also required to properly rate post -FIRM structures, which are buildings constructed after publication of the Flood Insurance Rate Map (FIRM), for flood insurance in FIRM Zones A1-A30, AE, AO, AH, A (with Base Flood Elevations [ BFE's]), V1 -V30, VE, and V (with BFE's). In addition, the Elevation Certificate is also needed for pre -FIRM structures being rated under post -FIRM flood insurance rules. Use of this certificate does not in any way alter the flood insurance purchase requirement. The Elevation Certificate is only used to provide information necessary to ensure compliance with applicable community floodplain management ordinances, to determine the proper flood insurance premium rate, and /or to support a request for a Letter of Map Amendment or Revision (LOMA or LOMR). Only a LOMA or LOMR from the Federal Emergency Management Agency (FEMA) can amend the FIRM and remove the Federal requirement for a lending institution to require the purchase of flood insurance. Note that the lending institution may still require flood insurance. This certificate is only used to certify the elevation of the reference level of a building. If a non - residential building is being floodproofed, then a Floodproofing Certificate must be completed in addition to certifying the building's elevation. Floodproofing of a residential building does not alter a community's floodplain management elevation requirements or affect the insurance rating unless the community has been issued an exception by FEMA to allow floodproofed residential basements. INSTRUCTIONS FOR COMPLETING THE ELEVATION CERTIFICATE The Elevation Certificate is to be completed by a land surveyor, engineer, or architect who is authorized by state or local law to certify elevation information when the elevation information for Zones A1-A30, AE, AH, A (with BFE's), V1 -V30, VE, and V (with BFE's) is required. Community officials who are authorized by local law or ordinance to provide floodplain management information may also complete this form. For Zones AO and A (without BFE's), a building official, a property owner, or an owner's representative may also provide the information on this certification. SECTION A Property Information The Elevation Certificate identifies the building, its owner and its location. Provide the building owner's name(s), the building's complete street address, and lot and block number. If the property address is a rural route or PO box number, provide a legal description or an abbreviated location description based on distance from a reference point. SECTION B Flood Insurance Rate Map Information In order to properly complete the Elevation Certificate, it is necessary to locate the building on the appropriate FIRM, and record the appropriate information. To obtain a FIRM, contact the community or call 1- 800 - 333 -1363. The Elevation Certificate may be completed based on either the FIRM in effect at the time of the certification or the FIRM in effect when construction of the building was started. Items 1 - 6. Using the FIRM Index and the appropriate FIRM panel for the community, record the community number, panel (or page) number, suffix, and Index date. From the appropriate FIRM panel, locate the property and record the zone and the BFE (or flood depth number) at the building site. BFE's are shown on a FIRM for Zones A1-A30, AE, AH, V1 -V30, and VE; flood depth numbers are shown for Zone AO. Item 7. Record the vertical datum system to which the elevations on the applicable FIRM are referenced. The datum is specified in the upper right corner of the title block of the FIRM. Item 8. In A or V Zones where BFE's are not provided on the FIRM, the community may have established BFE's based on data from other sources. For subdivisions and other development greater than 50 lots or 5 acres, establishment of BFE's is required by community floodplain management ordinance. When this is the case, complete this item. Page 3 DIAGRAM NUMBER 1 ALL SINGLE AND MULTIPLE FLOOR BUILDINGS (OTHER THAN SPLIT LEVEL), INCLUDING MANUFACTURED (MOBILE) HOUSING AND HIGH RISE BUILDINGS, EITHER DETACHED OR ROW TYPE (E.G., TOWNHOUSE, ETC.); WITH OR WITHOUT ATTACHED GARAGE. Distinguishing Feature - The first floor is not below ground level (grade) on asides'. This includes "walkout" basements, where at least one side is at or above grade. (Not illustrated) HIGHER FLOORS (IF ANY) DIAGRAM NUMBER 3 ALL SPLIT LEVEL BUILDINGS, EITHER DETACHED OR ROW TYPE (E.G., TOWNHOUSES, ETC.); WITH OR WITHOUT ATTACHED GARAGE. Distinguishing Feature • The lower level is not below ground level (grade) on all sides'. This includes "walkout" basements, where at least one side is at or above grade. HIGHER FLOORS (IF ANY) HIGHER FLOORS (IF ANY) UPPER LEVEL LOWER LEVEL INTERMEDIATE LEVEL REFERENCE LEVEL OP OF FLOOR INSTRUCTIONS The following 8 diagrams contain descriptions of various types of buildings, Compare the features of your building with those shown in the diagrams and select the diagram most applicable. Indicate the diagram number on the Elevation Certificate (Section C, Item 1) and complete the Certificate. The reference level floor is that level of the building used for underwriting purposes. NOTE: In all A Zones, the reference level Is the top of the lowest floor; In V Zones the reference level Is the bottom of the lowest horizontal structural member (see diagram on page 2). Agents should refer to the Flood Insurance Manual for instruction on lowest floor definition. DIAGRAM NUMBER 2 ALL SINGLE AND MULTIPLE FLOOR BUILDINGS (OTHER THAN SPLIT LEVEL), INCLUDING MANUFACTURED (MOBILE) HOUSING AND HIGH RISE BUILDINGS, EITHER DETACHED OR ROW TYPE (E.G., TOWNHOUSES, ETC.); WITH OR WITHOUT ATTACHED GARAGE. Distinguishing Feature - The first floor or basement (including an underground garage') is below ground level (grade) on all sides'. HIGHER FLOORS (IF ANY) BASEMENT (INCLUDING UNDERGROUND GARAGE) REFERENCE LEVEL (TOP OF BASEMENT FLOOR NUMBER 4 ALL SPLIT LEVEL BUILDINGS, EITHER DETACHED OR ROW TYPE (E.G., TOWNHOUSES, ETC.); WITH OR WITHOUT ATTACHED GARAGE. Distinguishing Feature - The lower level (or Intermediate level) is below ground level (grade) on all sides'. GRADE HIGHER FLOORS (IF ANY) UPPER LEVEL LOWER LEVEL REFERENCE LEVEL (TOP OF BASEMENT FLOOR') HIGHER FLOORS (IF ANY) INTERMEDIATE LEVEL GRADE • Under the National Flood Insurance Program's risk classification and Insurance coverage, a floor that Is below ground level (grade) on all sides Is considered a basement even though the floor Is used for living purposes, or as an office, garage, workshop, etc. Page 5 Note: In all A Zones, the reference level Is the top of the lowest floor; In V Zones the reference level is the bottom of the lowest horizontal structural member (see diagram on page 2). Agents should refer to the Flood Insurance Manual for instruction on lowest floor definition. DIAGRAM NUMBER 5 ALL BUILDINGS, INCLUDING MANUFACTURED (MOBILE) HOMES ELEVATED ON PIERS, POSTS, COLUMNS, SHEAR WALLS, WITH OR WITHOUT PARKING AREA BELOW ELEVATED FLOOR. Distinguishing Feature - For all zones, the area below the elevated floor is open, with no obstruction to the flow of flood waters (open wood lattice work or readily removable Insect screening Is permissible). HIGHER FLOORS (IF ANY) • • • • DIAGRAM NUMBER 7 ALL BUILDINGS, INCLUDING MANUFACTURED (MOBILE) HOMES ELEVATED ON PIERS, POSTS, COLUMNS, SHEAR WALLS, SOLID NON - BREAKAWAY WALLS, WITH OR WITHOUT PARKING AREA BELOW ELEVATED FLOOR. Distinguishing Feature - For all zones, the area below the elevated floor is enclosed, either partially or fully, by solid 1741 - breakaway walls, Qr contains equipment servicing the building. For V Zones only, the area is enclosed, either partially or fully, by solid breakaway walls" having an enclosed area greater than 300 square feet. For A Zones only, with an area enclosed by solid walls having proper openings, "' and used only for parking, building access, or limited storage, use Diagram Number 8 to determine the reference level. HIGHER FLOORS (IF ANY) • • • ENCLOSED AREA Under the National Flood Insurance Program's risk classification and insurance coverage, a floor that is below ground level (grade) on all sides is considered a basement even though the floor is used for living purposes, or as an office, garage, workshop, etc. Solid breakaway walls are walls that are not an integral part of the structural support of a building and are intended through their design and construction to collapse under specific lateral loading forces, without causing damage to the elevated portion of the building or supporting foundation. An area so enclosed is not secure against forceable entry. If the area below the lowest floor is fully enclosed, then a minimum of two openings are required with a total net area of at least one square inch for every square loot of area enclosed with the bottom of the openings no more than one loot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. 11 neither of these criteria are met, then the reference level is the lowest grade adjacent to the structure. 'U.S. Government Priming Office: 1997 — 517.821/83622 Page 6 DIAGRAM NUMBER 6 ALL BUILDINGS, INCLUDING MANUFACTURED (MOBILE) HOMES ELEVATED ON PIERS, POSTS, COLUMNS, SHEAR WALLS, WITH OR WITHOUT PARKING AREA BELOW ELEVATED FLOOR. Distinguishing Feature - For V Zones only, the area below the elevated floor is enclosed, either partially or fully, by solid breakaway walls." When enclosed area is greater than 300 square feet or contains equipment servicing the building, use Diagram Number 7; this will result in a higher insurance rate. The enclosed area can be used for parking, building access or limited storage. HIGHER FLOORS (IF ANY) ENCLOSED AREA DIAGRAM NUMBER 8 ALL BUILDINGS CONSTRUCTED ABOVE AN UNFINISHED SPACE, INCLUDING CRAWL SPACE. Distinguishing Feature - For A Zones only, the area below the first floor is enclosed by solid or partial perimeter walls, is unfinished, and contains no equipment servicing the structure. The area can be used for parking, building access, or limited storage. HIGHER FLOORS , (IF ANY) GRADE 000053(3/97) PLACE STREET STREET S 149TH STREET SOUTH 1a 1 43RD STREET CITY OF RENTON 530098 BLACK RIVER 142ND t)TH 0 RM326 Footbridge S S 141ST ZONE AE ZONE A call the National r ivv ..,. . .._ _ . APPROXIMATE SCALE IN FEET 500 0 500 1---4 H 4---•1 NATIONAL FLOOD INSURANCE PROGRAM <I FIRM FLOOD INSURANCE RATE MAP KING COUNTY, WASHINGTON AND INCORPORATED AREAS PANEL 957 OF 1725 (SEE MAP INDEX FOR PANELS NOT PRINTED) CONTAINS: COMMUNITY NUMBER PANEL SU KING COUNTY. UNINCORPORATED AREAS 530071 0957 F RENTON, CITY OF 530088 0957 F SEATTLE. CITY OF 530089 0957 F TUKWILA. CITY OF 530091 0957 F MAP NUMBER 53033C0951 F MAP REVISED: BAAV 1R 1QQK Nur ELEVATION REFERENCE MARKS REFERENCE ELEVATION MARK (FEET NGVD) DESCRIPTION OF LOCATION RM143 18.76 A chiseled cross on southeast end of concrete sidewalk to footbridge at top of left bank. RM14gL�17.35 A chiseled square at left CCU /��� downstream end of concrete bridge pier, Riverton Highway bridge. RM324 24.46 A 60 penny spike on 40 inch maple on right bank 100 feet downstream from Old Highway overpass over railroad, 25 feet east of powerline river crossing. RM3 3.39 A chiseled cross on concrete of G foundation of archway at entrance 'W to Foster Golf Course located on northwest corner of foundation and left bank of Green River. RM326 23.41 Chiseled square on southeast corner of west anchor base at north end of footbridge across Green River at Foster Golf Course. Established by U.S. Army Corps of Engineers. 9. 24 122 °16'52" 47 °30'00" SOUTH z a x 0, 124TH N t (LAB USE ONLY) DRINKING WATER RESULTS • UNSATISFACTORY, Conforms present • SATISFACTORY, Conforms absent REPEAT • E. Coll present ❑ E. Cols absent SAMPLES REQUIRED • Fecal present ❑ Fecal absent OTHER LABORATORY RESULTS TOTAL COLIFORM A./100 ml E. COLT A /100 ML FECAL COUFORM /100 ml PLATE COUNT_ /ml ANOTHER SAMPLE REQUIRED SAMPLE NOT TESTED BECAUSE: TEST UNSUITABLE BECAUSE: growth culture • debris • Sample too old • Confluent • Wrong container ■ TNTC • Incomplete form II Turbid • • Excess L ` ks Testing Laboratories, Inc. B40 S. Harney Seattle, WA 98108 WATER BACTERIOLOGICAL ANALYSIS SAMPLE COLLECTION: READ INSTRUCTIONS ON BACK OF GOLDENROD COPY It Instructions are not followed, sample will be rejected. I DATE COLLECTED I TIE COLLF,GT D MONTH DAY YEAR / 7 Lao : NAME OF SYSTEM ILO. No.l ❑ AM EPM TYPE OF SYSTEM IF PUBLIC SYSTEM, COMPL Q ❑ INDIVIDUAL (serves only 1 residence) .-Ci r o f % �tkivr /A y SPECIFIC LOSATJON RE SAMPLE COI,LECTED rV 6� Vl2 /� /44tj7 I tJ 6/67 (j ,J Ew 69. REMARKS: REMARKS COUNTY NAME ETE: D A Y E P ( Z ) 7.7) /Q 6 EVENING ( ) CIRCLE GROUP B SAMPLE COLLECTED.B : (Name) SY M OWNER/MGR.: (Name) 67 '"6 l/ /fr f €J/i eXai2j,U SOURCE TYPE ❑ GROUND WATER UNDER SURFACE INFLUENCE 7, ❑ SURFACE ❑ WELL or ❑ SPRING ❑ PURCHASED or ❑ COMBINATION ,, W FIELD INTERTIE [ or OTHER 5 J4 Rib/11 Addr A. Vet Z �� :/� l 6 :SJ ddl CQr 24 6/ VO(' WASHINGTON {I / ��/3 V� TYPE O4MPLE(check only one in this column) ❑ ROUTINE DRINKING WATER check treatment ❑ Chlorinated (Residual: _ Total Free) ❑ Filtered ❑ Untreated or Other ❑ REPEAT SAMPLE Previous coliform presence Lab # Date / / ❑ RAW SOURCE WATER Source tt 1NEW CONSTRUCTION or REPAIRS ❑ OTHER (Specify) I ❑ Total Coliform ❑ Fecal Coliform SEE REVERSE SIDE OF GREEN COPY FOR EXPLANATION OF RESULTS LAB NO. (7 DIGITS) DATE, TIME RECEIVED =eo DATE REPORTED 1 LABORATORY: ry � RECEIVED BY • x Owner ' x Contractor x Architect x Building Dept. x Engineer Inspector and Date C. Bechtold 2-7-00 Cooles to: O1-10 ROSENAU & ASSciCIATES INC , INC. Construction Inspectibn & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 Tel:(206) 725.4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONSTRUCTION INSPECTION REPORT Report Number: 001 Inspection Performed: Resteel Project: Foster Golf Maintenance Permit Number: Address: 14000 Interurban Job Number: Client: City of Tukwila Public Works Architect: Contractor: Clements Brothers, Inc. Engineer: Inspection Results Reviewed by: Page 1 of 1 ary & Associates PWA Engineers, Inc. Inspected and approved placement of resteel and WWF on middle third of east section of crew building. /•;/' • ' -:"' " • This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm Is strictly prohibited. x Owner x Contractor x Architect x Building Dept. x Engineer • Report Number: 002 Inspection Performed Project: Address: Client: Contractor. Inspector and Date Coolas to: : Concrete-Cancel OTCOCOSENAU & ASSCCIC TES INC Foster Golf Maintenance 14000 Interurban City of Tukwila Public Works Clements Brothers, Inc. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118.3216 Tel:(206) 725-4600 . Toll Free:(888) OTTO•4•US Fax:(206) 723-2221 • Website: www.ottoroleis+Lcom WBE W2F5913684 WABO Registered Agency .A2LA Accredited Laboratory nEcEIVED CONSTRUCTION INSPECTION REPORT A. Wycoff (MR) On site to inspect reinforced concrete. Canceled. 6-30-00 Permit Number: Job Number: Architect: Engineer Inspection Results Reviewed by: D990285/D990288/D990289 99-672 Wary & Associates PWA Engineers, Inc. JUL 2 5 2000 TUKWILA PUBLIC WORKS This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 x Owner x Contractor x Architect x Building Dept. x Engineer Engineer: PWA Engineers, Inc. ' Client: City of Tukwila Public Works Job Number: 99 -672 Report Number: 002 _ Permit Number: , D990285/D990288/D99 0289 Weight Project: Foster Golf Maintenance Architect: Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. ' Client: City of Tukwila Public Works Contractor: Clements Brothers, Inc. Date: 1 -7 -00 Inspector R. Bowersock 6x12 Inspected the resteel and placement at retaining wall as per approved plans at crew building grid lines A/1 -5. Retaining wall footings as per approved plans at shed grid lines 1-4/A, 4 /A -E 97,020 Resteel is grade 1 60 1 , as specified, from ASTM C39 Placement Data • Batch Weights Supplier: Miles - Cement (sack/type/lbs.): I /II 517 W/C Ratio: Mix Number: 0155A Sand (lbs.): 1470 Admixtures (specify) Max Slump Allowed: 5 Aggregate (size/Ibs.): 1860 7/8 Air Total Yards Placed: 42.5 Aggregate (size /lbs.): 2-4-00 Placed Via: pump Aggregate (size/Ibs.): 6x12 Vibrated: yes Fly Ash (lbs.): . Water (Ibs. /gal): 275 141,140 Required psi (f'c): 3000 Sample Data Yards . Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 30 4 54 45 104 0488241 Cast Samples: Compressive X Cast Samples: Flexural Weather: 1 cloudy Slump Range: 1 3 %-4 Date Samples Picked Up: 1 1 -10 -00 Comments • Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.In.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 1 -14 -00 7 6x12 28.28 28.93# 97,020 3430 ASTM C39 X 2 2 -4-00 28 6x12 28.24 28.65# 136,700 4840 ASTM C 78 3 2-4-00 28 6x12 28.24 28.72# 141,140 5000 ASTM C 109/109M 4* Compressive X Flexural Conforms [ x Does Not Conform u 'scara e Copies to: 0C-10 ROSENAU & ASSOCIATES, INC Construction Inspection & Material.Testing 6747 M.L. King Way South, Seattle, Washington 98118.3216 Tel:(206) 725.4600 • Toll Free:(888) OTTO.4 -US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS Reviewed by: Conforms 1 x Does Not Conform ,L ec• /// • This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm is strictly prohibited. Page 1 of 1 x Owner x Contractor x Architect x Building Dept. x Engineer Engineer: PWA Engineers, Inc. ' Client: City of Tukwila Public Works Job Number: 99 -672 ' Report Number: 003 Permit Number: : D990285jD990288/D99 '0289 Weight Project: Foster Golf Maintenance Architect: Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. ' Client: City of Tukwila Public Works Contractor. Clements Brothers, Inc. Date: 1 -10 -00 Inspector: D. Reid 6x12 Inspected the resteel and placement at ' 1 stem walls at crew building 29.75# Rested is grade 60 ( as specified, from 4550 . Placement Data Batch Wel • hts Supplier: Miles Cemen (sack/type/lbs.): I /II 517 W/C Ratio: Mix Number: 0155A • Sand (lbs.): 1430 Admixtures (specify) Max Slump Allowed: 5'/ Aggregate (size/141 1860 7/8 6180 Total Yards Placed: 20 Aggregate (size/lbs.): 3 Placed Via: pump Aggregate (size/lbs.): 28 Vibrated: yes Fly Ash (lbs.): . 29.93# Required psi (fc): 3000 Water (lbs. /gal): 330 ASTM C 109/109M Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket - (< No: r " s" Cast Samples: 1-4 20 4 1/2 64 39 048 488322 Cast Samples: Compressive X Cast Samples: Flexural Weather: 1 drizzle Slump Range: 1 Date Samples Picked Up: 1 1 -11-00 . Comments - .. Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 1 -17 -00 7 6x12 28.28 29.75# 128,720 4550 ASTM C39 X 2 2 -7 -00 28 6x12 28.26 29.81# 174,620 6180 ASTM C 78 3 2 -7 -00 28 6x12 28.26 29.93# 170,640 6040 ASTM C 109/109M 4* Compressive X Flexural 1 Conforms ] x Does Not Conform : 0 "V 0 ROSENA & ASSOCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 Tel:(206) 725.4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT • Discarded Copies to: TEST RESULTS Reviewed by: on forms 1 x 1 Does Not Gomomi This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 x Owner x Contractor x Architect x Building Dept. x Engineer Project: Address: Client: Contractor Inspector and Date Copies to: Report Number: 002 Inspection Performed: Concrete - Cancel Foster Golf Maintenance 14000 Interurban City of Tukwila Public Works Clements Brothers, Inc. A. Wycoff (AAR) On site to inspect reinforced concrete. Canceled. 6 -30-00 OTT ROSENAU & AS CIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118 -3216 Tel:(206) 725-4600 • Toll Free:(888) OTTO.4 -US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONSTRUCTION INSPECTION REPORT Permit Number: Job Number: Architect: Engineer: Inspection Results Reviewed by: Page 1 of 1 r,'CEVED JUL 2 5 2000 COMMUNITY D990285/D99028W ► M E T • 99-672 Wary & Associates PWA Engineers, Inc. This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. x Owner x Contractor x Architect x Building Dept. x Engineer Client: City of Tukwila Public Works Contractor: Clements Brothers, Inc. Job Number: 99 -672 Report Number: 009 Permit Number: 5/D990288/099 : -. "MiMMI ITV' 0289 . uL ,r r_f;�.ti Mi- f\.l Project: Foster Golf Maintenance Architect: Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. Client: City of Tukwila Public Works Contractor: Clements Brothers, Inc. Date: 2 -22 -00 Inspector: R. Bogle • Inspected the resteel and placement at ` column base "crew building" line C at 3 thru 5 lines and shack foundation footings and walls line A to B and 1 to 2 and second building C to E and 3 to 4 lines. Rebar as per approved plans and specs. Permit # for shacks 29.66# Resteel is grade T 1 , as specified. from Birmingham Placement Data Batch Weights Supplier: Miles Cemen (sack/type/lbs.): 1/11 517 W/C Ratio: Mix Number. 01550 Sand (lbs.): 1430 Admixtures (specify) Max Slump Allowed: 4 Aggregate (size/lbs.): 1860 7/8 6270 Total Yards Placed: 22 Aggregate (size/lbs.): 3 Placed Via: B -Bone Aggregate (size/lbs.): 28 Vibrated: yes Fly Ash (lbs.): Water (lbs. /gal): hot 33 29.76# Required psi (f'c): 3000 Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 10 4 44 48 492783 Cast Samples: Compressive X Cast Samples: Flexural Weather: 1 overcast — rain showers Slump Range: 1 4 Date Samples Picked Up: 1 2 -23 -00 Comments Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 2 -29 -00 7 6x12 28.26 29.66# 123,910 4380 ASTM C39 X 2 3 -21 -00 28 6x12 28.28 29.74# 177,330 6270 ASTM C 78 3 3 -21 -00 28 6x12 28.28 29.76# 173,160 6120 ASTM C 109/109M 4* Compressive X Flexural I Confomis I x Does Not Conform *Discarded Conies to: OS. TO ROSENAU & ASS INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118.3216 Tel:(206) 725.4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited,Laboratbry ; r CONCRETE REPORT TEST RESULTS Reviewed by: This eport applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm is strictly prohibited. Page 1 of 1 fin R 2 8 I Conforms 1 x 1 Does Not Conform 1 x Owner x Contractor x Architect x Building Dept. x Engineer Engineer: PWA Engineers, Inc. Client: City of Tukwila Public Works Job Number: 99 -672 Report Number: 010 Permit Number :, ' ! r!Vlivi /D990288/D99 . i� ,�' ". 0289 f Weight Project: Foster Golf Maintenance Architect: Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. Client: City of Tukwila Public Works Contractor: Clements Brothers, Inc. Date: 2 -29-00 Inspedor: D. Reid 6x12 Inspected the resteel and placement at . contractor placed concrete for material bin storage area - footings. *Contractor wet set #4 dowels 102,530 Resteel is grade 1 60 1 , as specified, from Birmingham /Cascade Placement Data Batch Weights Supplier: Miles Cement (sadc/type/Ibs.): I /11 517 W/C Ratio: Mix Number. 01550A Sand (lbs.): 1290 Admixtures(specify) Max Slump Allowed: 5 Aggregate (size/lbs.): 1860 7/8 Total Yards Placed: 30 Aggregate (size/lbs.): 5% +/- MBAE90 #84 Placed Via: pump Aggregate (size/lbs.): 28 Vibrated: yes Fly Ash (lbs.): 29.00# Required psi (tic): 3000 Water (lbs./gat): 325 ASTM C 109/109M Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Thick No. Ticket No. Cast Samples: 1-4 20 4 58 55 104 493565 Cast Samples: Compressive X Cast Samples: Flexural Weather: 1 clear Slump Range: 1 4-4 Date Samples Picked Up: 1 3 -1 -00 Comments Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 3 -7 -00 7 6x12 28.30 29.26# 102,530 3620 AST1A C39 X 2 3 -28 -00 28 6x12 28.31 29.17# 136,520 4820 ASTM C 78 3 3 -28 -00 28 6x12 28.31 29.00# 136,830 4830 ASTM C 109/109M 4* Compressive X Flexural 1 Conforms 1 x Does Not Conform rscaroe Copies to: 0 ; 0 ROSENAU & ASSOCIATES, INC. Construction Inspection & MaterialTesting 6747 M.L. King Way South, Seattle, Washington 98118.3216 Tel:(206) 725.4600 'Toll Free:(888) OTTO -4 -US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accred tadtabo`i toffy 4 CONCRETE REPORT TEST RESULTS Reviewed by: Page 1 of 1 0 .i Conforms 1 x 1 Does Not Conform - --. • '- ^ • • / / This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. x Owner x Contractor x Architect x Building Dept. x Engineer Engineer: PWA Engineers, Inc. Client: City of Tukwila Public Works Job Number: 99 -672 Report Number: 009 Permit Number: D990285/D990288/D99 0289 • • Project: Foster Golf Maintenance Architect Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. Client: City of Tukwila Public Works Contractor: Clements Brothers, Inc. Date: 2 -22 -00 Inspector: R. Bogle 6x12 Inspected the resteel and placement at column base "crew building" line C at 3 thru 5 lines and shack foundation footings and walls line A to B and 1 to 2 and second building C to E and 3 to 4 lines. Reber as per approved plans and specs. Permit # for shacks 123,910 Resteel is grade i 60 I , as specified, from ' Birmingham Placement Data + Batch Weights Supplier: Miles Cement (sack/type/lbs.): I /II 517 W/C Ratio: Mix Number: 01550 Sand (lbs.): 1430 Admixtures (specify) Max Slump Allowed: 4 Aggregate ( size/lbs.): 1860 7/8 177,330 Total Yards Placed: 22 Aggregate (size/lbs.): Placed Via: B -Bone Aggregate (size/lbs.): Vibrated: yes Fly Ash (lbs.) 28.28 Required psi (f c): 3000 Water (Ibs. /gal): hot 33 6120 Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 10 4 44 48 492783 Cast Samples: Compressive X Cast Samples: Flexural Weather: I overcast — rain showers Slump Range: 14 Date Samples Picked Up: 12 -23 -00 Comments Specimen Number Test Date Field Cure Age Da s Size In. Area S• in. Wei•ht Max Load Lbs. Strength 'Si Tested in general accordance with 1 2 -29 -00 7 6x12 28.26 29.66# 123,910 4380 ASTM C39 X 2 3 -21 -00 28 6x12 28.28 29.74# 177,330 6270 ASTM C 78 3 3 -21 -00 28 6x12 28.28 29.76# 173,160 6120 ASTM C 109/109M 4* Compressive X Flexural Conforms I x Does Not Conform *Discarded Copies to: OIL CSENAU & ASSLCI /. TES, INC. Construction Inspection & Material 6747 M.L. King Way South, Seattle, Washington 98118.3216 4 I r ; /• r; - f L.. Tel:(206) 725 -4600 • Toll Free:(888) OTTO -4 -US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory t r`; `L tlu CONCRETE REPORT Tyr ' A PUELUC TEST RESULTS Reviewed by. This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 Conforms I x I Does Not Conform .- rte C�, i�' / i /• :i cri14. ^ 1't: :'f/ x Owner x Contractor x Architect x Building Dept. x Engineer Engineer: PWA Engineers, Inc. Client: City of Tukwila Public Works Job Number: 99 -672 Report Number: 008 Permit Number: D990285/D990288/D99 0289 Weight Project: Foster Golf Maintenance Architect: Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. Client: City of Tukwila Public Works Contractor. Clements Brothers, Inc. Date: 2 -10 -00 Inspector: C. Bechtold 6x12 Inspected the resteel and placement at . I middle third of eastern of maintenance shack slab on grade 29.85# Resteel is grade I I , as specified, from 4780 Placement Data Batch Weights Supplier: Miles Cemen (sack/type/lbs.): I /II 517 W/C Ratio: Mix Number. 01550 Sand (lbs.): 1430 Admixtures (specify) Max Slump Allowed: 5 Aggregate (size/lbs.): 1860 7/8 .25% Ca.CI. Total Yards Placed: 30 Aggregate (size/lbs.): 3 Placed Via: pump Aggregate (size/lbs.): 28 Vibrated: no Fly Ash (lbs.): 30.07# Required psi (f'c): 3000 Water (lbs. /gal): hot 33 ASTM C 109/109M Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 10 4'/ 68 39 42 491382 Cast Samples: Compressive X _ Flexural Cast Samples: Weather: I sunny Slump Range: I Date Samples Picked Up: 12 -11 -00 Comments Area was covered with black plastic through the night. Ground temp. 40F. Engineers stamp ok's Ca. Cl. Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 2 -17 -00 7 6x12 28.32 29.85# 135,840 4780 ASTM C39 X 2 3 -9-00 28 6x12 28.28 29.99# 171,440 6060 ASTM C 78 3 3 -9 -00 28 6x12 28.28 30.07# 174,580 6170 ASTM C 109/109M 4* Compressive X Flexural I Conforms I x Does Not Conform 01(.. 0 k3SENAU & ASSL CIk'ES, INC. Construction Inspection & Material Testing RECE V E D 6747 M.L. King Way South, Seattle, Washington 98118-3216 Tel:(206) 725.4600 • Toll Free:(888) OTTO.4 -US • Fax:(206) 723.2221 • Website: www.ottor{i u.abm j 20:30 WBE W2F5913684 • WABO Registered Agency ' A2LA Accredited Laboratory TUrW LA CONCRETE REPORT PUE! IC WORKS TEST RESULTS onTonns I x I Does Not Gontorm Discarded Copies to: Reviewed by: This report applies only to the items tested or reported and is the exclusive property of Otto Rasenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 J- -L' /: % r x Owner x Contractor x Architect x Building Dept. x Engineer Engineer: PWA Engineers, Inc. Client: City of Tukwila Public Works Job Number: 99 -672 Report Number: 006 Permit Number: D990285/D990288/D99 0289 Weight Project: Foster Golf Maintenance Architect: Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. Client: City of Tukwila Public Works Contractor. Clements Brothers, Inc. Date: 2 -3 -00 Inspector: K. Brush 6x12 Inspected the resteel and placement at - I slab on grade west side. 29.69# Rested is grade I I , as specified, from 3750 Placement Data Batch Wejghts Supplier: Miles Cement (sack/type/lbs.): VII W/C Ratio: Mix Number. 01550 Sand (lbs.): Admixtures (specify) Max Slump Allowed: 5 Aggregate (size/lbs.): 5970 Total Yards Placed: 70 Aggregate ( size/lbs.): 3 Placed Via: pump Aggregate (size/lbs.): 28 Vibrated: yes Fly Ash (lbs.): 29.69# Required psi (fc): 3000 Water (lbs. /gal): 275 ASTM C 109/109M Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 51 5 60 50 15 490667 Cast Samples: Compressive X Cast Samples: _ Flexural Weather: I clear Slump Range: I Date Samples Picked Up: I Comments Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 2 -10 -00 7 6x12 28.25 29.69# 105,920 3750 ASTM C39 X 2 3 -2 -00 28 6x12 28.26 29.86# 168,770 5970 ASTM C 78 3 3 -2 -00 28 6x12 28.26 29.69# 168,620 5970 ASTM C 109/109M 4* Compressive X Flexural Conforms 1 x Does Not Conform 'Discarded Copies to: • 0 "µt0 C,CSENAU & ASSCI�,� ES INC. Construction Inspection & Material Testing ET , . r� �- 6747 M.L. King Way South, Seattle, Washington 98118-3216 t`' ° L.R�t Tel:(206) 725 -4600 • Toll Free:(888) OTTO.4 -US • Fax:(206) 723-2221 • Website: www.ottoro;irp coin , WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory F"rk, ! CONCRETE REPORT TU KWI LA PUBLIC WORKS TEST RESULTS Conforms I x Does Not Conform I Reviewed by: This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 x Owner x Contractor x Architect x Building Dept. x Engineer Engineer: PWA Engineers, Inc. Client: City of Tukwila Public Works Job Number: 99 -672 Report Number: 007 Permit Number: D990285/D990288/D99 0289 Weight Project: Foster Golf Maintenance Architect: Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. Client: City of Tukwila Public Works Contractor. Clements Brothers, Inc. Date: 2 -4 -00 Inspector: C. Bechtold 6x12 Inspected the resteel and placement at ' I slab on grade north and south 1/3 of east section of crew building 30.07# Resteel is grade I ( , as specified, from 4560 Placement Data Batch Weights Supplier: Miles Cement (sack/type/lbs.): I/II 516 W/C Ratio: Mix Number. 01550 Sand (lbs.): 1542 Admixtures (specify) Max Slump Allowed: Aggregate (size/lbs.): 1842 7/8 41.6oz Calcium Total Yards Placed: 69 Aggregate (size/lbs.): 3 Placed Via: pump Aggregate (size/lbs.): 28 Vibrated: no Fly Ash (lbs.): 30.20# Required psi (fc): 3000 Water (lbs. /gal): hot 18.8 gal. ASTM C 109/109M Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1 -4 42 4 1/2 62 47 110 490867 Cast Samples: Compressive X Cast Samples: Flexural Weather: I sunny Slump Range: I Date Samples Picked Up: 12 -5 -00 Comments Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 2 -11 -00 7 6x12 28.25 30.07# 128,710 4560 ASTM C39 X 2 3 -3 -00 28 6x12 28.30 30.13# 174,650 6170 ASTM C 78 3 3 -3 -00 28 6x12 28.30 30.20# 178,170 6300 ASTM C 109/109M 4* Compressive X Flexural Conforms I x Does Not Conform 'Discarded Copies to: 0 "0 OSENAU & ASSJCIf, ES, INC. Construction Inspection & MaterialTesting 6747 M.L. King Way South, Seattle, Washington 98118.3216 Tel:(206) 725.4600 • Toll Free:(888) 0Tr0.4•US • Fax:(206) 723.2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS Reviewed by: Page 1 of 1 Conforms ti• x I Does Not Confo This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. x Owner x Contractor x Architect x Building Dept. x Engineer Engineer: PWA Engineers, Inc. Client: City of Tukwila Public Works Job Number: 99 -672 Report Number: 009 Permit Number: D990285/D9902881D99 0289 Weight Project: Foster Golf Maintenance Architect: Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. Client: City of Tukwila Public Works Contractor: Clements Brothers, Inc. Date: 2 -22 -00 Inspector. R. Bogle • Inspected the resteel and placement at . column base "crew building' line C at 3 thru 5 lines and shack foundation footings and walls line A to B and 1 to 2 and second building C to E and 3 to 4 lines. Rebar as per approved plans and specs. Permit # for shacks 123,910 Resteel is grade 60 , as specified, from Birmingham Placement Data Batch Weights Supplier: Miles Cemen (sack/type/lbs.): WI 517 W/C Ratio: Mix Number: 01550 Sand (lbs.): 1430 Admixtures (specify) Max Slump Allowed: 4 Aggregate (size /lbs.): 1860 7/8 ASTM C 78 Total Yards Placed: 22 Aggregate (size/lbs.): Placed Via: B -Bone Aggregate (size/lbs.): Vibrated: yes Fly Ash (lbs.): Required psi (f'c): 3000 Water (lbs./gal): hot 33 Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 10 4 44 48 492783 Cast Samples: Compressive X Cast Samples: Flexural Weather: I overcast — rain showers I Slump Range: 14 Date Samples Picked Up: 12 -23 -00 • Comments Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 2 -29 -00 7 6x12 28.26 29.66# 123,910 4380 ASTM C39 X ASTM C 78 ASTM C 109/109M Compressive X Flexural Conforms j Does Not Conform Copies to: 01:0 .OSENAU & ASSLCIf,r'ES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118.3216 Tel:(206) 725.4600 • Toll Free:(888) OTTO -4 -US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS Reviewed by: This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 Conforms x I Does Not Conform x Owner x Contractor x Architect x Building Dept. x Engineer Engineer: PWA Engineers, Inc. Client: City of Tukwila Public Works Job Number: 99 -672 Report Number: 010 Permit Number: D990285/D990288/D99 0289 • Project: Foster Golf Maintenance Architect Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. Client: City of Tukwila Public Works Contractor. Clements Brothers, Inc. Date: 2 -29 -00 Inspector: D. Reid 6x12 Inspected the resteel and placement at contractor placed concrete for material bin storage area - footings. *Contractor wet set #4 dowels 102,530 Resteel is grade I 60 I , as specified, from Birmingham /Cascade Placement Data Batch Weights Supplier: Miles Cement (sack/type/lbs.): 1/11 517 W/C Ratio: Mix Number. 01550A Sand (lbs.): 1290 Admixtures (specify) Max Slump Allowed: 5 Aggregate (size/lbs.): 1860 7/8 ASTMC78 Total Yards Placed: 30 Aggregate (size/lbs.): 5% +/- MBAE90 #84 Placed Via: pump Aggregate (size/lbs.): Vibrated: yes Fly Ash (lbs.): Required psi (f'c): 3000 Water (lbs./gal): 325 Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 20 4 58 55 104 493565 Cast Samples: Compressive X Cast Samples: Flexural Weather: I clear Slump Range: 14-4 Date Samples Picked Up: 13 -1 -00 • Comments Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 3 -7 -00 7 6x12 28.30 29.26# 102,530 3620 ASTM C39 X . ASTMC78 ASTM C 109/109M Compressive X Flexural [ Conforms I Does Not Conform 0 0 ROSENAU & ASSOCIATES INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118.3216 Tel:(206) 725.4600 • Toll Free:(888) OTTO.4•US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory Copies to: CONCRETE REPORT TEST RESULTS Reviewed by: on forms i x I Does Not cornorm cc` ji /• / � This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 x Owner x Contractor x Architect x Building Dept. x Engineer Engineer: PWA Engineers, Inc. • Client: City of Tukwila Public Works Job Number: 99-672 Report Number: 005 Permit Number: 0990285/D990288/D99 0289 Weight Project: Foster Golf Maintenance Architect: Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. • Client: City of Tukwila Public Works Contractor. Clements Brothers, Inc. Date: 1 -21 -00 Inspector: J. Abson 6x12 Inspected the resteel and placement at ' T.S. column footings at line C grids 3, 3.1, 3.7, 4.1, 4.25, 4.5 and 4.75. Shear wall footings at line C grid 2 to 3, line 3.1 grid A to D, line 3.1 grid B.2 to D. Recessed slab and oil storage at line A grid 3.9 127,070 Resteel is grade I 60 I_ , as specified, from Birmingham • Placement Data Batch Weights Supplier: Miles Cemen (sack/type/lbs.): I /II 517 W/C Ratio: 0.53 Mix Number. 01550 Sand (lbs.): 1470 Admixtures (specify) Max Slump Allowed: 5 Aggregate (size/lbs.): 1860 7/8 ASTM C 78 Total Yards Placed: 12.5 Aggregate (size/lbs.): 2 -18 -00 Placed Via: pump Aggregate (size/lbs.): 6x12 Vibrated: mech Fly Ash (lbs.): 178,220 Required psi (fc): 3000 Water (lbs. /gal): 275 Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 10 4'/ 58 40 22 489430 Cast Samples: • Compressive X Cast Samples: Flexural • Weather: I cloudy Slump Range: 14 %-5 Date Samples Picked Up: I.1 -22 -00 • Comments Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 1 -28 -00 7 6x12 28.27 29.72# 127,070 4490 ASTM C39 X 2 2 -18 -00 28 6x12 28.26 29.76# 177,850 6290 ASTM C 78 3 2 -18 -00 28 6x12 28.26 29.84# 178,220 6310 ASTM C 109/109M 4* Compressive X Flexural I Conforms I x Does Not Conform 07 .13 ROSENAU & ASS C. MATES NalvEn Construction Inspection & Material Testing *Discarded Conies to: FE 2 s 200B 6747 M.L. King Way South, Seattle, Washington 98118.3216 Tel:(206) 725-4600 'Toll Free:(888) OTTO-4-US • Fax:(206) 723-2221 • Website: www.ottorosenaq.�,o \ /JI LA WBE W2F5913684 • WABO Registered Agency •A2LA Accredited Laboratory PUBLIC W ORKS CONCRETE REPORT TEST RESULTS Reviewed by: Page 1 of 1 Conforms I x I Does Not Conform I I 6 1^,4 // / • This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. x Owner x Contractor x Architect x Building Dept. x Engineer Engineer: PWA Engineers, Inc. • Client: City of Tukwila Public Works Job Number: 99-672 Report Number: 008 Permit Number: 0990285/D990288/D99 0289 Weight Project: Foster Golf Maintenance Architect: Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. • Client: City of Tukwila Public Works Contractor. Clements Brothers, Inc. Date: 2 -10-00 Inspector: C. Bechtold • Inspected the resteel and placement at' I middle third of eastern % of maintenance shack slab on grade 29.85# Resteel is grade I f , as specified, from 4780 Placement Data Batch Weights Supplier: Miles Cement (sacc/type/bs.): I /I1 517 W/C Ratio: Mix Number. 01550 " . Sand (lbs.): 1430 Admixtures (specify) Max Slump Mowed: 5 Aggregate (size/lbs.): 1860 7/8 .25% Ca.CI. Total Yards Placed: 30 Aggregate (size/lbs.): Placed Via: pump Aggregate (size/lbs.): Vibrated: no Fly Ash (lbs.): • Required psi (f'c): 3000 Water (lbs. /gal): hot 33 ASTM C 109/109M • Sample Data Yards Slump • Air Content Concrete Temp . Ambient Temp Truck . No. " ' . Ticket - '•.: :No._ "' Cast Samples: 1-4 10 4 % . 68 39 42 491382 Cast Samples: Com . ressive X Cast Samples: • Flexural Weather: I sunny I Slump Range: I Date Samples Picked Up: 12 -11 -00 • Comments . ::.%.:: ,- *... ,- ....- . Area was covered with black plastic through the night. Ground temp. 40F. Engineers stamp ok's Ca. CI. Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 2 -17 -00 7 6x12 28.32 29.85# 135,840 4780 ASTM C39 X ASTM C 78 ASTM C 109/109M Com . ressive X • Flexural I Conforms I Does Not Conform " . 01(,0 ROSENAU & ASSCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118 -3216 Tel:(206) 725-4600 • Toll Free:(888) OTTO -4 -US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT Conies to: TEST RESULTS on forms i x I Does Not Gonrorm Reviewed by: /% /• . '•� This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page . 1 of 1 x Owner x Contractor x Architect x Building Dept. x Engineer Engineer: PWA Engineers, Inc. ' Client: City of Tukwila Public Works Job Number: 99 -672 Report Number: 004 Permit Number: P J GO LIC 9902135/D' • 0288/D99 WI . ;WS Weight Project: Foster Golf Maintenance Architect: Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. ' Client: City of Tukwila Public Works Contractor. Clements Brothers, Inc. Date: 1 -13 -00 Inspector: B. Robertson • • Inspected the resteel and placement at 1 4 foot retaining wall east of crew building to equipment shed 28.77# Resteel is grade 1 60 1 , as specified, from Birmingham Placement Data Batch Weights Supplier: Miles Cement (sack/type/lbs.): I /II 517 W/C Ratio: Mix Number. • 0155A • Sand (lbs.): 1470 Admixtures (specify) Max Slump Allowed: 5 Aggregate (size/lbs.): 1860 7/8 5% MBAE 90 Total Yards Placed: 23 Aggregate (size /lbs.): 3 Placed Via: pump Aggregate (size/lbs.): 28 Vibrated: yes Fly Ash (lbs.): . 28.81# Required psi (fc): 3000 Water (lbs. /gal): 275 ASTM C 109/109M Sample Data Yards Slump • Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 10.5 3'/: 54 44 050 0488583 Cast Samples: Compressive X Cast Samples: Flexural • Weather: I overcast Slump Range: 1 4 +/- 1 Date Samples Picked Up: 1 1 -14-00 Comments No water added Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.In.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 1 -20-00 7 6x12 28.27 28.77# 107,850 3810 ASTM C39 X 2 2 -10 -00 28 6x12 28.25 28.78# 143,600 5080 ASTM C 78 3 2 =10 -00 28 6x12 28.25 28.81# 153,230 5420 ASTM C 109/109M 4* Compressive X Flexural Fr Does Not Conform 1 Conforms iscaro Copies to: OT _J ROSENAU & ASSC ..;IATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118.3216 Tel:(206) 725-4600 ' Toll Free:(888) OTTO-4-US ' Fax:(206) 723-2221 ' Website: www.cOto.r9spgy.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratil`ryt r. 5 1/EA CONCRETE REPORT TEST RESULTS Conforms I x I Does Not Conform I Reviewed by: FEB 2 2 200n This eport applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 x Owner x Contractor x Architect x Building Dept. x Engineer Address: 14000 Interurban Job Number: 99-672 Report Number: 006 Permit Number: D990285/D990288/D99 0289 .:: -•::••4;:-.;;;;.::.: . , Project: Foster Golf Maintenance Architect: Wary & Associates Address: 14000 Interurban • . Engineer: PWA Engineers, Inc. . Client: City of Tukwila Public Works Contractor: Clements Brothers, Inc. 28.25 Date: 2-3-00 Inspector: K. Brush 3750 . . Inspected the resteel and placement at - I slab on grade west side. • Resteel is grade I I , as specified, from Placement Data Batch Weights ASTM C 78 Supplier: Miles Cement (sack/type/lbs.): I/II W/C Ratio: Mix Number: • 01550 - Sand (lbs.): Admixtures (specify) Max Slump Allowed: 5 Aggregate (size/lbs.): ASTM C 109/109M Total Yards Placed: 70 Aggregate (size/lbs.): Placed Via: pump Aggregate (size/lbs.): Vibrated: yes Fly Ash (lbs.): . Required psi (fc): 3000 Water (lbs./gal): 275 Sample Data Yards Slump • Air Content Concrete Temp Ambient Temp Truck No. '--• . Ticket Cast Samples: 1-4 51 5 60 50 15 490667 Cast Samples: Cast Samples: • . I Conforms I Weather: I clear Slump Range: I Date Samples Picked Up: I . Comments • - - :-;:::',;:,.., • • Specimen Number Test Date Field Cure Age (Da s) Size (In.) Area Sq.ln.) Wei . ht Max Load (Lbs.) Strength 'Si) Tested in general accordance with 1 2-10-00 7 6x12 28.25 29.69# 105,920 3750 ASTM C39 ASTM C 78 ASTM C 109/109M Corn • ressive Flexural I Conforms I Does Not Conform :.. Copies to: 07.0 ROSENAU & ASSL CIATES INC. , Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 981183216 Tel:(206) 725.4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723.2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS Reviewed by: Conforms 7. 1. • 7 Does Not Conform I This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 x Owner x Contractor x Architect x Building Dept. x Engineer Engineer: PWA Engineers, Inc. Job Number: 99 -672 Report Number: 007 . Permit Number: D990285/D990288/D99 0289 Weight Project: Foster Golf Maintenance Architect: Warr & Associates Address: 14000 Interurban • Engineer: PWA Engineers, Inc. Client: City of Tukwila Public Works Contractor. Clements Brothers, Inc. Date: 2-4-00 Inspector: C. Bechtold • Inspected the resteel and placement at ` I slab on grade north and south 1 /3 of east section of crew building 30.07# Resteel is grade ( I , as specified, from 4560 Placement Data Batch Weights Supplier: Miles Cement (sack/type/lbs.): I /II 516 W/C Ratio: Mix Number: • 01550 • Sand (lbs.): 1542 Admixtures (specify) Max Slump Allowed: Aggregate (size/lbs.): 1842 7/8 41.6oz Calcium Total Yards Placed: 69 Aggregate (size/lbs.): Placed Via: pump Aggregate (size/lbs.): Vibrated: no Fly Ash (lbs.): . Required psi (f'c): 3000 Water (lbs. /Qal): hot 18.8 gal. ASTM C 109/109M Sample Data Yards Slump • Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 42 4 % 62 47 110 490867 Cast Samples: Corn • ressive X Cast Samples: Flexural • Weather: I sunny Slump Range: I Date Samples Picked Up: 12 -5 -00 Comments Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.In.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 2 -11 -00 7 6x12 28.25 30.07# 128,710 4560 ASTM C39 X ASTM C 78 ASTM C 109/109M Corn • ressive X Flexural Conforms I Does Not Conform Cooles to: OTC J ROSENAU & ASK .3IATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 Tel:(206) 725.4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS onforms I x I Does Not con torn Reviewed by: .r . This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 x Owner x Contractor x Architect x Building Dept. x Engineer Engineer: PWA Engineers, Inc. ' Client: City of Tukwila Public Works Job Number: 99 -672 Report Number: 005 Permit Number. D990285/D990288/D99 0289 Weight Project: Foster Golf Maintenance Architect: Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. ' Client: City of Tukwila Public Works Contractor. Clements Brothers, Inc. Date: 1 -21 -00 Inspector: J. Abson 6x12 Inspected the resteel and placement at - T.S. columri footings at line C grids 3, 3.1, 3.7, 4.1, 4.25, 4.5 and 4.75. Shear wall footings at line C grid 2 to 3, line 3.1 grid A to D, line 3.1 grid B.2 to D. Recessed slab and oil storage at line A grid 3.9 127,070 Resteel is grade I 60 ) , as specified, from Birmingham • Placement Data • Batch Weights Supplier: Miles Cement (sac fc/type/lbs.): I /II 517 W/C Ratio: 0.53 Mix Number. 01550 Sand (lbs.): 1470 Admixtures (specify) Max Slump Allowed: 5 Aggregate (size/lbs.): 1860 7/8 ASTM C 78 Total Yards Placed: 12.5 Aggregate ( size/lbs.): Placed Via: pump Aggregate ( size/lbs.): . Vibrated: mech Fly Ash (lbs.): Required psi (f'c): 3000 Water (lbs. /gal): 275 Sample Data Yards Slump Air Content Concrete Temp Ambient Temp • Truck No. Ticket No. Cast Samples: 1-4 10 4 % 58 40 22 489430 Cast Samples: • Compressive X Cast Samples: Flexural Weather: I cloudy Slump Range: 14 1/2-5 Date Samples Picked Up: I .1 -22 -00 • Comments Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 1 -28 -00 7 6x12 28.27 29.72# 127,070 4490 ASTM C39 X ASTM C 78 ASTM C 109/109M Compressive X Flexural I Conforms I Does Not Conform Copies to: OTC 0 ROSENAU & ASS (.'IATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118.321Q':; .�iy�,, IVED Tel:(206) 725-4600 • Toll Free:(888) OTTO -4 -US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Latl�lrpttr 0 8 2000 CONCRETE REPORT PU A � ORKS TEST RESULTS Re by: Page 1 of 1 Conforms I x I I Does Not Conform This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. x Owner x Contractor x Architect x Building Dept. x Engineer Engineer: PWA Engineers, Inc. • Client: City of Tukwila Public Works Job Number: ,1,,; 99 -672 Report Number: 001 Permit Number: D990285/D990288/D99 0289 Weight Project: `'' Foster Golf Maintenance Architect: Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. • Client: City of Tukwila Public Works Contractor. Clements Brothers, Inc. Date: 12 -22 -99 Inspector. R. Edwards 6x12 Inspected the resteel and placement at T perimeter footings for new maintenance building. All resteel is placed as per plan, is dean and has correct dearances. 125,280 Resteel is grade I 60 1 , as specified, from Birmingham Placement Data Batch Weights Supplier: • Miles • Cement (sack/type/lbs.): I /Il 517 W/C Ratio: Mix Number. 01550 Sand (lbs.): 1430 Admixtures (specify) Max Slump Mowed: 5 Aggregate (size/lbs.): 1860 7/8 ASTM C 78 Total Yards Placed: 38 Aggregate (size/lbs.): Aggregate (size/lbs.): 1 -19 -00 Placed Via: pump Vibrated: yes Fly Ash (lbs.): . 28.30 Required psi (fc): 3000 Water (Ibs. /gal): 330 5970 Sample Data Yards . Slump Air Content Concrete Temp Ambient Temp Truck • No. Ticket No. Cast Samples: 1 -4 12 4 56 38 41 486727 Cast Samples: Compressive X Cast Samples: • Flexural Weather: I Slump Range: I Date Samples Picked Up: 1 12 -23-99 • Comments • • • Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 12 -29-99 7 6x12 28.31 29.96# 125,280 4430 ASTM C39 X 2 1 -19 -00 28 6x12 28.30 30.14# 171,550 6060 ASTM C 78 3 1 -19 -00 28 6x12 28.30 29.98# 168,980 5970 ASTM C 109/109M 4* Compressive X Flexural I Conforms . I X Does Not Conform *Discarded Copies to: 01. ROSENAU & ASS.dCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118 -3216 Tel:(206) 725.4600 • Toll Free:(888) OTTO -4 -US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS Reviewed by: This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm is strictly prohibited. Page 1 of 1 Conforms I x I Does Not Conform I 0,,Oj�ruaz.i x Owner x Contractor x Architect x Building Dept. x Engineer Engineer: PWA Engineers, Inc. • Client: City of Tukwila Public Works Job Number: 99 -672 Report Number: 002 Permit Number: D990285/D990288/D99 0289 Weight Project: Foster Golf Maintenance Architect: Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. • Client: City of Tukwila Public Works Contractor. Clements Brothers, Inc. Date: 1 -7 -00 Inspector: R. Bowersock 6x12 Inspected the resteel and placement at ' retaining wall as per approved plans at crew building grid lines A/1 -5. Retaining wall footings as per approved plans at shed grid lines 1-4/A, 4 /A -E 97,020 Resteel is grade I 60 , as specified, from • Batch Weights Placement Data Supplier: Miles • Cement (sack/type/lbs.): I /II 517' W/C Ratio: Mix Number. 0155A Sand (lbs.): 1470 Admixtures (specify) Max Slump Allowed: 5 Aggregate (size/lbs.): 1860 7/8 Air Total Yards Placed: 42.5 Aggregate (size/lbs.): Placed Via: pump Aggregate (size/lbs.): Vibrated: yes Fly Ash (lbs.): Required psi (fc): 3000 Water (lbs. /gal): 275 ASTM C 109/109M . Sample Data Yards . Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 30 4 54 45 104 0488241 Cast Samples: Compressive X Cast Samples: • Flexural Weather: J cloudy Slump Range: J 3 1/2-4 1 /2 Date Samples Picked Up: 1 1 -10-00 . Comments • • • Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 1 -14 -00 7 6x12 28.28 28.93# 97,020 3430 ASTM C39 X ASTM C 78 ASTM C 109/109M Compressive X Flexural I Conforms I Does Not Conform _ 01( .•0 ROSENAU & ASSLCIATES INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118 -3216 • Tel:(206) 725-4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory , CONCRETE REPORT TEST RESULTS Conforms I x I Does Not Conform I I • Coa les to: Reviewed by: • •• • i • This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm is strictly prohibited. Page 1 of 1 x Owner x Contractor x Architect x Building Dept. x Engineer Engineer: PWA Engineers, Inc. • Client: City of Tukwila Public Works Job Number: 99-672 Report Number: 001 Permit Number: D990285/D990288/D99 0289 Weight Project: Foster Golf Maintenance Architect: Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. • Client: City of Tukwila Public Works Contractor. Clements Brothers, Inc. Date: 12 -22 -99 Inspector: R. Edwards 6x12 Inspected the resteel and placement at ' perimeter footings for new maintenance building. All resteel is placed as per plan, is dean and has correct clearances. 125,280 Resteel is grade I 60 1 , as specified, from Birmingham Placement Data Batch Weights Supplier: • Miles Cement (sadc/type/ibs.): I /II 517' W/C Ratio: Mix Number. 01550 Sand (lbs.): 1430 Admixtures (specify) Max Slum Allowed: 5 A.. r- . ate size/lbs.: 1860 7/8 ASTM C 78 Total Yards Placed: 38 Aggregate (size/lbs.): Placed Via: pump Aggregate (size/lbs.): Vibrated: yes Fly Ash (lbs.): Required psi (f'c): 3000 Water (lbs. /gal): 330 Sample Data • Yards . Slump Air Content Concrete Temp Ambient Temp Truck • No. Ticket ' No. Cast Samples: 1-4 12 4 56 38 41 486727 Cast Samples: Compressive X Cast Samples: _ • Flexural Weather: I • Slump Range: I Date Samples Picked Up: 1 12 -23-99 Comments • • Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 12 -29-99 7 6x12 28.31 29.96# 125,280 4430 ASTM C39 X ASTM C 78 ASTM C 109/109M Compressive X Flexural I Conforms I Does Not Conform Copies to: OTC J ROSENAU & ASK _7,IATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118 -3216 1. f r ice- 9 Tel:(206) 725-4600 • Toll Free:(888) OTTO.4 -US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory ; ! i ; • of ; .. Y CONCRETE REPORT Reviewed by: I ;tr;,.LA PUBLIC WORKS •Conforms t x I Does Notcomonn I This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 x Owner x Contractor x Architect x Building Dept. x Engineer Engineer: PWA Engineers, Inc. • Client: City of Tukwila Public Works Job Number: 99-672 Report Number: 003 Permit Number: D990285/D990288/D99 0289 Weight Project: Foster Golf Maintenance Architect: Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. • Client: City of Tukwila Public Works Contractor. Clements Brothers, Inc. Date: 1 -10-00 Inspector: D. Reid 6x12 Inspected the resteel and placement at ' I stem walls at crew building • 29.75# Resteel is grade I 60 I , as specified, from 4550 Placement Data Batch Weights Supplier: Miles Cement (sacic/type/lbs.): I /II 517 W/C Ratio: Mix Number: • 0155A • Sand (lbs.): 1430 Admixtures (specify) Max Slump Allowed: 5 1/2 Aggregate (size/lbs.): 1860 7/8 Total Yards Placed: 20 Aggregate (size/lbs.): Placed Via: pump Aggregate (size/lbs.): Vibrated: yes Fly Ash (lbs.): . Required psi (f'c): 3000 Water (lbs. /gal): 330 ASTM C 109/109M Sam . to Data Yards Slum • • Air Content Concrete Tem • Ambient Tem . Truck No. Ticket No. Cast Samples: 1-4 20 4 %2 64 39 048 488322 Cast Samples: Compressive X Cast Samples: . Flexural Weather: I drizzle Slump Range: I Date Samples Picked Up: I 1 -11-00 Comments Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 1 -17 -00 7 6x12 28.28 29.75# 128,720 4550 ASTM C39 X ASTM C 78 ASTM C 109/109M Compressive X . Flexural I Conforms I Does Not Conform om Ces to: OTCO ROSENA & ASSLCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118.3216 Tel:(206) 725.4600 • Toll Free:(888) OTTO.4•US • Fax:(206) 723.2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS Reviewed by: This sport applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 Conforms I x Does Not Conform I x Owner x Contractor x Architect x Building Dept. x Engineer Engineer: PWA Engineers, Inc. • Client: City of Tukwila Public Works Job Number: 99-672 Report Number: 004 Permit Number: D990285/D990288/D99 0289 Weight Project: Foster Golf Maintenance Architect: Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. • Client: City of Tukwila Public Works Contractor Clements Brothers, Inc. Date: 1-13-00 Inspector: B. Robertson 6x12 Inspected the resteel and placement at I 4 foot retaining wall east of crew building to equipment shed 28.77# Resteel is_grade I 60 I , as specified, from Birmingham Placement Data Batch Weights i Supplier: Miles Cement (sack/type/lbs.): I/II 517 WIG Ratio: Mix Number • 0155A • Sand (lbs.): 1470 Admixtures (specify) Max Slump Allowed: 5 Aggregate (size/lbs.): 1860 7/8 5% MBAE 90 Total Yards Placed: 23 Aggregate (size/lbs.): ASTM C 78 Placed Via: pump Aggregate (size/lbs.): Vibrated: yes Fly Ash (lbs.): . Required psi (fc): 3000 » Water (lbs./gal): 275 Sample Data Yards Slump • Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 10.5 3 'A 54 44 050 0488583 Cast Samples: Compressive Cast Samples: Flexural • Weather: I overcast I Slump Range: 1 4 +/- 1 Date Samples Picked Up: 1 1-14-00 Comments No water added . Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 1-20-00 7 6x12 28.27 28.77# 107,850 3810 ASTM C39 X ASTM C 78 ASTM C 109/109M Compressive Flexural I Conforms I Does Not Conform 1,0 Cooies to: TO ROSENAU & ASSOCIATES INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118.3216 Tel:(206) 725.4600 Toll Free:(888) OTTO-4-US • Fax:(206) 723.2221 • Website: www.ottorosenau.com • WBE W2F5913684 WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS Reviewed by: Page 1 of 1 Conforms I x Does Not Conform This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. DEPARTMENTS: t B ildjng Division di P}� b_lii(c� � rks LGthYI IfM4w.d 4- 9 U'RROUTLDOC 5/99 • *romat CCOGI Cod PLAN REVIEW/ROUTING ACTIVITY. NUMBER D99 -0285 DATE 8 -19 -99 PROJECT NAME : FOSTER GOLF COURSE CREW SHOP Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter #1 Revision # After Permit Is Issued Fire Prevention ,fie 11449 Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE 8 -24 -99 Complete E Incomplete n Comments: TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions " ' y 4 14 d 1 1 - 1 REVIEWER'S INITI LS: DATE: CORRECTION DETERMINATION: Approved Approved with Conditions PlanninuI ision Permit Coordinator Not Applicable No further Review Required DUE DATE 9 -21-99 Not Approved (aataci comments) DUE DATE Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: .�r.:��• .. . ...t,.- ; >:� ^ ��r+:�:' ..-.���- Sn: .,,.+,.. �xn.•: -:v:UR' «��r"F;w:� ��„��i•: .YY+ �rt�*S.' 4 b::- •..,. ,, t'....,.:..• .., ..�i.4cif.xa +, �, ii;;....i3JFti •. , . .,:it.= ...Le'P•4.Y :, . .o,n ,'��� ...,..�'zr'fc" r .......i7 "....,n.,, 'f��n�•... 'Sx .. f� ',...,•... .r,.. ,t..... :, .'!^ ".. ^:7 .. �4.•.... ��. tt � Jl. -.aYr DEPARTMENTS: U'RROUTE.000 5/99 Complete Comments: Please Route TUES /THURS ROUTING: Fire Prevention n Structural Structural Review Required PG C. PLAN REVIEW /ROUTING SLIP 'OriginahPlart Submittal: Response?totCorrectionrLetter: #. UMBER D99- 02855 DAT E 99 ROJECT• .FOSTER GOLF COURSE: CREW SHOP Response- to :.Incommplete Letter. Revision.# .AfterPermitIs:Issued':_ Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 8-17 -99 n • Incomplete g Not Applicable n Imeemplae 1, #444g9d rJI No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE 9 -14-99 Approved ri Approved with Conditions ri Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: r Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: l ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 Revision # after Permit is Issued G Sheet Number(s): City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Received at the City of Tukwila Permit Center by: Er Entered in Sierra on Plan Check/Permit Number: D99-0285 Project Name: FOSTER GOLF COURSE — CREW SHOP Project Address: 13900 Interurban Avenue S Contact Person: Wayne Ivary Summary of Revision: • rear "Cloud" or highlight all areas of revision including date of revision Phone Number: 24- 515- rL 1 .s Qi f!OjT O 1A z' Li- -% 3 . 6 rc 't al) a!rw KloIJ --sue .. (p LL,. ¢• yls7vns �G1,acrTt'l 51720 ` i - fr f G -. - 1 1 / 0 2 / 9 9 I oskto"°' .x�.v�:' .:tn: ;;���:.. „ got *.rc. s'! ,.r • �:: � &x : sa�r:;++ r.» r��erts,^!+' �;. St." t; «:tSihfr'�,e�'f!�fi;'Y�"" �r'fiirs�,rr;t. c :.;a �.. ::�:. .. � t .. .. '.`S> -.li: �;S:s' .:o:.i. "t aCa2�cn.!r:,r.;�. , ."..N"�':3.L7;'-'3� .�}y i!'k�a$".:r.T,+ � a ^v�;;:. at,!".., Date: is-19—q9 C. City of Tukwila mem Department of Community Development Steve Lancaster, Director Revision submittals must be submitted in person at the Permit C enter. Revisions will not be accepted through the mail, fax, etc. [at Response to Incomplete Letter # ❑ Response to Correction Letter # El Revision # after Permit is Issued Plan Check,Permit Number: Project Name: 4D) f efIDWirlre (LLQ S Project Address: Contact Person: C 3gnn /J /uy bow I a Summary of Revision: flip fy4dJ,- `k f At frtf* / f ` RECEIVED Sheet Number(s): CITY OF TUKWILA "Cloud" or highlight all areas of revision including date of revision Entered in Sierra on 15 ' ' . 1/"19 Dqa-oz_ss John W. Rants, Mayor Phone Number: AUG 191999 Received at the City of Tukwila Permit Center by: LO-IF PERMIT CENTER 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 I (206) 431-3670 • Fax (206) 431 -3665 Dear Sir: ; t r "a�l a'z!:�asyd City of Tukwila Fire Department Fire Department Review Control #D99 -0285 (512) August 19, 1999 Re: Foster Golf Course Crew Shop - 13900 Interurban Avenue South The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC Standard 10 -1) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 37.5-4439 • _:;i'i•�l a::; rf_e;r *.%f ?t ;- r4tiVt2, , crr .�k'y!:r•#',Nr e�A. "x�: :''e,H ! 4,4 g n3k"V�.rr�kaTy..,t ' . 4,fiti i City of Tukwila Fire Department Page number 2 John W. Rants, Mayor Thomas P. Keefe, Fire Chief Maintain fire extinguisher coverage throughout. 2. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its presence would obstruct or render the exit hazardous. (UFC 1203) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (UFC 1207.3) Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within • an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) Exits shall not pass through kitchens, storerooms, restrooms, closets or spaces used for similar purposes. (UBC 1004.2.2) Combustible material shall not be stored in exits or exit enclosures. (UFC 1103.3.2.3) Exit doors shall be maintained in accordance with Section 1207. Exit doors shall be maintained in an operable condition. Doors installed as part of required fire assemblies shall be maintained in accordance with Section 1112.2. (UFC 1207.1) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57$4404 • Fax (206) 5754439 City of Tukwila Page number 3 '; ry?: �,: C: tmi',.::;I in:`.':";°! v,C;'. :.Y,::�S''7:".,:Irsa.,i!i �:,C:t <:�. "t„ ETC. eRn' " 3sJ' 1?:'?: d:,!, a�' 9Ci,:'i Q3.% a.�'•"C,�:�",iY?^�'n,�.�Cri'�ir �a:.v�dxj�..�s`.w.a.�,yv`Ktfi; Fire Department Thomas P. Keefe, Fire Chief 3. A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #1742. The installation of wiring and equipment shall be in accordance with N.F.P.A. 70, Article 760, Fire Protective Signaling Systems. (NFPA 72 -1- 5.5.4) Local U.L. central station supervision is required. (City Ordinance #1742) Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #1742) Remote alarm annunciation indication is required if the control panel is not visible from the main entrance. (City Ordinance #1742) When the control panel is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Fire Alarm" or "Fire Alarm Control ". (City Ordinance #1742) All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1742) (UFC 1001.3) H.V.A.C. units rated at greater than 2,000 cfm require auto - shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #1742) H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air - moving equipment upon detection of smoke in the main John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) S75•4404 • Fax (206) 575.4439 7r', ,. ,us r.,.. .:,.., enr:• : �rl . �.r .._ .,,s ... „';.f;y ... �_''s,"it- �rixe.�. tie . .., 'ct:.; . 10a. . ';r ', ....., , .. �,r . .•, ";x ':.a"h � +apt �:r,' �r'+v "�'.`.';r- CYSrnr.p ,.. �., ...... - :.: .. .'r; ....., �. •.+c",°a� "t.: ttil•:.. �� r...."k1..N.x. .`5?:�£.. .. ,..5:'t, City of Tukwila Fire Department Page number 4 John W Rants, Mayor Thomas P. Keefe, Floe Chief supply -air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (UMC 608) Fire alarm systems shall be maintained in an operative condition at all times. Fire alarm systems and their component parts shall be inspected and tested per manufacturer's specifications and N.F.P.A. 72 at a minimum frequency of every twelve months. A copy of inspection, test and maintenance records shall be forwarded to the Tukwila Fire Prevention Bureau. (NFPA 72 (7 -3.2, 7- 3.2.1)) (City Ordinance #1742) Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (1- 5.2.8.2) ) 4. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 5. Required fire resistive construction, including occupancy separations, area separation walls, exterior 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 1111.1) Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. (UFC 901.4.4) Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575.4439 Yours truly, J�.yNacmetF;�: +a: st3?nl'.r:.,TPLA w"Tw'ri . ; ;V.:k:TC«tpin• .('4rosXS:'tg Yrm•ratlf C GAtr eiag. 112”- Untr. P.TMI:: City of Tukwila Fire Department Page number 5 cc: TFD file ncd The Tukwila Fire Prevention Bureau shall be provided with an approved turn- around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #1846) There shall be no enclosed usable space under stairways in an exit enclosure, nor shall the open space under such stairways be used for any purpose. (UFC 1210.3) Thomas P. Keefe, Fire Chief 6. Oily rags or used wiping rags impregnated with finishing materials shall be stored in approved metal containers with self- closing, tight fitting lids. Rags are to be deposited therein immediately after use. The contents are to be properly disposed of at least once daily and at the end of each shift. (UFC 4502.9.6) All compressed gas cylinders in service or in storage shall be adequately secured to prevent falling or being knocked over. (UFC 7401.7) 7. 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 the adopted Fire or Building Codes does not imply approval. of such condition or violation. John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 �... ae.t..w.•w...0 .1w 'ow waw..;‘*. rtvl .M+W..wnr.ww..s- ilF.lNMt.:.. March 21, 2002 Wayne T. (vary 5651 University Way NE Seattle, WA 98105 Dear Permit Holder: Sincerely, Xc: Permit File No. D99 -0285 Bob Benedicto, Building Official C . City of Tukwila RE: Permit Application No. D99 -0285 13500 Interurban Avenue South Based on the above, you are hereby advised to: Thank you for your cooperation in this matter. Stefania Spencer Permit Technician ..4.0 5nee wmrd1V111i Department of Community Development x�1n/we.� In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. • Call the City Of Tukwila Permit Center at (206) 431 -3670 to schedule a progress / final inspection A progress inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to April 8, 2002, your permit will become null and void and any further work on the project will require a new permit and associated fees. iASFI'RtaVC�YIJLttF,xrvr Steven M Mullet, Mayor Steve Lancaster, Director E 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 August 20, 2001 City of Tukwila • Mr. Wayne (vary 5651 University Way NE Seattle, WA 98105 RE: Permit Status D99 -0285 13500 Interurban Avenue South Dear Mr.lvary: Department of Community Development Steve Lancaster, Director In reviewing our current permit files, it appears that your permit for construction of a new 8,000 SF crew shop facility and site work, issued on December 3, 1999, has not received a final inspection by the City of Tukwila Building Division as of the date of this letter. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the building official under the provision of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time for a period of 180 days, after the work is commenced. Based on the above, if the final inspection is not called for within ten (10) business days from the date of this letter, the Permit Center will close your file and the work completed to date will be considered non- complying and not in conformance with the Uniform Building Code and /or Mechanical Code. Please contact the Permit Center at (206) 431 -3670 if you wish to schedule a final inspection. Thank you for your cooperation in this matter. Sincerely, /. Stefania Spencer Permit Technician 1. '.. 44(rz5'`Y,t4`KL \e: Permit File No. D99.0285 Duane Grillin, Building Official • < C L Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite 11/00 • 7Ukwila, Washington 98/88 • Phone: 206.431.3670 • Fax: 206.43/•3665 FROM: A. THOMAS PULFORD PHONE 206 433 0179 EXT. 1644 FAX 206 431 3665 OFFICE E-MAIL tukpweng.ci.tukwila.wa.us PERSONAL E-MAIL pulford@halcyon.com Date: 0 t•••2,1._ — HAND DELIVER: MAIL: FAX: is TRANSMITTAL CITY OF TUKWILA PUBLIC WORKS DEPARTMENT 6300 SOUTHCENTER BOULEVARD TUKWILA, WA. 98188 TO: lirtki-AA ifr 0 q) ^TrAtAA G,000102 RE: 17 19 020; OZIet oncl ENCLOSED: COMMENTS: 6i-09Y/44 itiVkaZolA f1.400 1 -7 451. SHEET OF t.1 W Ps. OVY.I.Olki'UthreNtatariVAPIV,I,PWAMPUMZIPM.M.416,... • JAN 2. 9nn1 LiA6a G DEPARTMENT Pgq-0285 7 Landau Associates Environmental and Geotechnical Services Mr. Tom Pulford City of Tukwila Public Works Department 6300 Southcenter Boulevard Tukwila, Washington 98188 ..�...L.•. .,...•�.. rc� _ .�.�... ., l..e .l..i.xn.... ai. «.4. .t..ifv'J';�.. ... e. sir. RECEfVED. JAN 1 0 2001 TUKWILA PUBLIC WORKS RE: SUMMARY OF GEOTECHNICAL SERVICES DURING CONSTRUCTION CITY OF TUKWILA CREW BUILDING PROJECT TUKWILA, WASHINGTON ¶ u i v vl •91 02_015 02,$9 January 8, 2001 Dear Mr. Pulford: This letter summarizes field observations made by representatives of Landau Associates during construction of the crew building, located at the south end of Foster Golf Course in Tukwila, Washington. The purpose of our services was to observe geotechnical- related construction activities and provide geotechnical consulting during construction of the crew building and related infrastructure. Our construction services were provided in accordance with the scope of services outlined in our December 13, 1999 proposal. Our scope of services included the following specific tasks: • Attend a preconstruction meeting with the contractor to discuss project issues. • Complete laboratory testing on submitted samples of structural fill to determine the maximum dry density in accordance with ASTM D1557. • Observe prepared footing subgrade to verify that the appropriate bearing soil is present, and that the bearing soil is suitable for a 2,000 psf bearing pressure. • Complete field density testing on structural fill placed under footings to verify that the backfill is compacted to the specified density. • Observe prepared slab subgrades. Complete field density tests on under -slab structural fill to check that the material was compacted to the required density. • Observe prepared pavement subgrades. Complete field density tests on prepared pavement subgrade to Check that the material was compacted to the required density. Our services were provided between December 8, 1999 and September 8, 2000. Daily field reports, No. 1 through 9, summarizing our construction observations and recommendations were transmitted to you previously, and copies of those daily field reports are attached with this letter. WAPATO CREEK PLACE • 4210 - 20TH STREET E. • SUITE F • TACOMA. WA 98424 -1823 (253) 926 -2493 Fax: (253) 926 -2531 E -mail: info @Ianduuinc.com P,hnnn,l. Pnriland Spokane Tacoma FOUNDATIONS SLAB SUBGRADE PAVEMENT SUBGRADE CLOSURE u.14.03 : i'.-.: 0l .`F'Ab!t'T➢S�fi:!�s+h.:iKf:u+w A representative of Landau Associates observed prepared foundation bearing surfaces for the crew building, "shed," and "retaining wall" prior to pouring of concrete. In addition, field density tests were completed on structural fill placed under footings to check that the foundation subgrade was compacted to the required density. The foundation bearing surfaces observed by Landau Associates are suitable for the 2,000 psf design bearing pressure. Representatives of Landau Associates observed prepared slab subgrade for the crew building. In addition, field density tests were completed on structural fill placed under the slab to check that the required compaction was achieved. The slab subgrade was observed to have been properly prepared and is suitable for support of the slab -on -grade floor. A representative of Landau Associates observed prepared pavement subgrade for the crew building. In addition, field density tests were completed on structural fill placed to establish pavement subgrade elevations to check that the required compaction was achieved. The pavement subgrade was observed to have been properly prepared and field density tests indicated that the required compaction had been achieved at the test locations. Activities observed by Landau Associates during construction of the City of Tukwila crew building (and related infrastructure), as summarized in this letter, were in general accordance with the recommendations contained in Landau Associates' March 5, 1999 geotechnical report for the project, and the project plans and specifications. Our services during construction of the City of Tukwila crew building were provided in accordance with generally accepted professional engineering principals and practices in this area at that time. We make no other warranty, either express or implied. 01/08/01 I: V' ROJECfl1571002 .201REV_aew_Wdp_oonslh.doo LANDAU ASSOCIATES 2 • • • Thank you for the opportunity to be of service to the City of Tukwila on this project. If you have any questions, or require additional i fo tion, please call the undersigned at (253) 926-2493. r: , b 1i/j1 / /V LANDAU ASSOCIATES, INC. '1 •• AN 'Av. sl' •■ 01/06/01 IAPROJECT1457‘002.20NREVevo_bit_constfin.doc 3 By: Edward J. Heavey, P.E. Senior Engineer LANDAU ASSOCIATES FROM OTTO ROSENRU 8 January 2001 City of Tukwila Building Division 6200 Southcentcr Blvd Tukwila, Washington 98188 Project Foster Golf Maintenance Permit Number: 1)990285/D990288, 1)990289 Address: 14000 Interurban Avenue Job Number: 99 -672 We herewith certify that we have completed the following special inspections. To the best of our knowledge, the work inspected was in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and/or details of the building. Items inspected are: 1. Reinforcing steel 2. Reinforced concrete Sincerely, O1 O ROSENAU & ASSOCIATES, INC. ,4 i e L. Parvin Report Manager JLP /jp cc: City of Tukwila Public Works, Attn: A. Thomas Pulford MY�Y� NAHnsMavr. `( NO. : 2067232221 Jan 19 2001 02: 24PM P2 WM OTTO ROSENAU & ASSOCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118.3216 Tel:(206) 725-4600 • Toll Ftee:(888) OTTO -4 -US • Fax :(206) 723.2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LAAccredited Laboratory e October 18, 2000 Steve Lancaster, Director Community Development Department City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98198 Dear Steve: This letter is in reference to the newly constructed Parks and Golf Maintenance Building. The facility will be ready for occupancy by November 1, 2000. However, due to construction delays, staff shortages, weather and overall timing, the landscaping will not be completed by the occupancy date. The work is being performed in house and we are currently installing the irrigation system. This phase of the project should be complete by the end of November, at which time we will begin installing the landscape materials. We hope to have the majority of the plants, trees, ground cover and grass planted and seeded by the end of the year. But, most likely, the project will be carried over to the spring of 2001. We are requesting a waiver of the bond associated to the delay in the completion of the landscape installation. The Parks and Golf crews are anxiously awaiting the move into the new building and promise to make the area around the building a "thing of beauty "! Thank you for your consideration of this matter. Sincerely, Paul Surek, Parks Superintendent Parks & Recreation Department PS:nk cc: Bruce Fletcher Tom Pulford Deb Ritter Marty O'Brien Chuck Morris City of Tukwila 6200 Southcenter Boulevard • Tukwila, Washington 98188 r D 0 4' 10 / t1L \47fC" r� r Phone: (206) 433 -1800 • Gay Hall Fax: (206) 433 -1833 U n ks INN 017. 134_�� Steven M. Mullet, Mayor RECEIVED OCT 1 9 2000 COMMUNI sY DEVELOPMENT MEMO TO: RICHARD FROM: KATHLEEN DATE: 814/00 SUBJECT: FOSTER GOLF COURSE CREW SHOP D99-0285 Please refund $825.00 for water connection and installation fees to account number 411.00594.760.41.20 per Brenda Holt. ' 1 .' 11 0 i .JVa +w...rt'.tt'lM'A)c %._•<9a 4�rt.Ati.'k'gi:.'4'; rl t'ht1 ::: AL'tkllEiJ.'Jt King County Department of Natural Resources Industrial Waste Program 130 Nickerson Street, Suite 200 Seattle, WA 98109 -1658 (206) 263 -3000 (206) 263 -3001 FAX November 10, 1999 Thomas Pulford City of Tukwila Public Works Department 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 Dear Mr. Pulford: Arnaud Girard Investigator Industrial Waste Program cc: Ross Earnst, City of Tukwila Doug Hilderbrand, King County owacor.doc co g MO.'7.S'd'S "�y'tr7 ^ zia� NOV 5 1999 PUBLCtrv6RKS Approval of Oil /Water Separator Design for the Foster Golf Course Maintenance Facility RECEIVED CITY OF TUKWILA DEC - 3 1999 PERMIT CENTER rt .Xiti The Industrial Waste Program of King County's Department of Natural Resources has reviewed your plans for the oil /water separator to be installed at the Foster Golf Course Maintenance Facility. The separator will receive and treat wastewater from the equipment cleaning wash pad, the equipment - fueling pad, and inside floor drains where maintenance equipment is stored. Approval is hereby given for the design of this separator. Discharge of treated wastewater from this separator to the sanitary sewer is authorized subject to the following conditions: 1. The City of Tukwila shall take all reasonable steps possible to minimize stormwater from entering the sanitary sewer system. 2. The oil /water separator sampling port or inspection tee on the outlet line shall be accessible to King County personnel during normal hours of facility operation. 3. The oil /water separator shall be properly maintained so that effluent from these structures does not exceed the King County discharge limitation of 100 milligrams per liter (mg /1) of mineral /petroleum (nonpolar) fats, oils, and grease (FOG) or 100 mg /1 of animal vegetable (polar) FOG. 4. Procedures must be implemented to prevent the introduction of grass clippings and other suspended solid wastes in the sanitary sewer system. This design approval does not in any way guarantee that the oil /water separator will function as described by the fabricator or manufacturer. Further, the approval does not relieve the City of Tukwila or any subsequent operator, of the responsibility to enlarge, modify, or replace the oil /water separator to meet King County discharge requirements. If you have any questions, please contact me at (206) 263 -3012. Thank you for your cooperation in this matter. Dcfla- Ow35 Dgcla- o• D99- 028c1 IVARY & ASSOCIATES November 4, 1999 Brenda Holt City of Tukwila Building Department Tukwila, WA 98188 RE: Response to review comments on: PERMIT CENTER Foster Golf Course Maintenance Facility Crew /Shop — D00 -0285 West Equipment Shed — D99 -0289 East Equipment Shed — D99 -0288 The following comprises our response to corrections dated 9/30/99 from Ken Nelson, Plans examiner. 1. The relite between the Shop and Crew Room has been changed to a one hr. rated hollow metal frame with 1 /4" wire glass — see detail D, Sht. 7. 2. A note has been added to the shear walls at grid 3.1 and 4 on the architectural floor plan, Sht. 2. A detail on Sht. S1 has been added to show condition where wall sits on 4" CMU base — called out as typical condition. 3. Walls at grid line C are not shear wall, but only support gravity Loads The walls at Grid C share same type of footing used at shear walls. 4. lighting plans are shown on Sht. E -3, lighting calculations were prepared by the electrical engineer and submitted with the permit application. Please call me if you are not able to locate them and I will fax you a new copy. End of response comments to Ken Nelson. RECEIVED CITY OF TUKWILA The following comprises our response to corrections dated 9/8/99 from Jill Mosqueda, Associate Engineer: 1 . Metro/KC Industrial Waste Discharge permit in process from Hillary Holt 206 263 - 3011.Only known requirement not addressed in submitted documents will be a wire mesh screen to block grass clippings from entering waste flow. 2, All design has been done to meet 1998 King Co. Surface Water Design Manual. 1 Oil/water separator on C -2 is Tukwila Standard. Use of fuel station is incidental not continuous. h 4. FZCP and stamped 1929 N1 10G stamped survey enclosed. Finish floor elevation of occupied space has been raised to be 19.1 ft. ARCHITECTS • 5651 UNIVERSITY WAY N.E., SEATTLE, WASHINGTON. 98105. PH: (206). 525.8020 NOV - 8 1999 ..........:w:+qt�... "...: S N!.sn ».�.";Ai+r.:t V;.nn+t. >. 5. A "Hauling permit" is the responsibility of the hauling contractor. The Land Altering Permit(s) is /are part of the building permit application. 6. So noted and indicated on plans and specifications. 7. So noted and indicated on plans. Land altering 1. Cut volumes will be stocked piled within work area and reused to build berm against building and material bins. No net export of material except clearing debris. Fill volume will be as noted on drawing C -1. 2. All work will be confined to project limits shown and stageing yard. 3. Sheet C -1 depicts work limits and approximate location of field located TECF. Grading and utility work will be concurrent operation with minimum soil exposure. Initial grading and clearing will remove unsuitable organic material and establish uniform native soil sub- grade. Suitable structural fill will be imported and placed to meet sub -grade and a layer of ATB will be used to provide a temporary "working" sub -grade with final AC paving when weather permits. During all grading and utility installation the existing and proposed CB and inlet structure will be protected. Storm Structures 1 So noted and indicated on plan C -1. 2 So noted and indicated on plan C -1. 3 So noted and indicated on plan C -1. 4. So noted and indicated on plan C -15. NpV 90010 t 6. Valve cover will be painted fire red with a 2" Sq. Shutoff key stored on hanger as part of safety equipment accessories including spill pads. Procedures to shut off valve in case of spill will be part of weekly safety subject and staff training. 5. Valve will be Clow Resilent wedge valve to be left open unless a spill occurs. Water system 1. So noted and indicated on plan C-1. 2. So noted and indicated on plan C -1. Sanitary Sewer Items 1 through 5, Item 6. Item 7. y ques Please call me if the e Sincerely, Wayne T. Ivary So noted and incorporated into design and on plans. Per discussions between Pat Brodin and Jim Jaeger 150" maximum for side sewer is waived. Oil/water seperator provides access if necessary. So noted and incorporated in plans. End of Comments to Jill Mosqueda e on co Ling the corrections made. R EGEN I K`��� cur( OF s 1999 : sir af' +vu:au.?s.- r5':lsL.;:!MY:?r1,K; a�:1 November 2, 1999 Wayne T. Ivary Ivary and Associates 5651 University Way NE Seattle, WA 98105 Sincerely, Brenda Holt Permit Coordinator encl 404- City of Tukwila �Si':° dt�. ?Y�c' 4C, s` i' �: uasit` 39t°. �.."' �e 'fi�'.1 *1"��s:�u;„ John W. Rants, Mayor Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number D99 -0285, D99 -0289 and D99 -0288 Foster Golf Course Maintenance Facility — Crew Shop, Equipment Sheds 'A' and `B' 13900 Interurban Avenue S This letter is to inform you of corrections that must be addressed before your 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 Building Division and Public Works Department. At this time, the Fire Department and Planning Division 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. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. 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 (206)431 -3672. xc: File No. D99 -Q285, D99 -0288, D99 -0289 Don Williams, Director of Parks and Recreation 6300 Southcenter Boulevar4 Suite #100 • Tukwila, Washington 98188 • (206) 431,E • Far (206) 431-3665 Memo To Jack Pace, DCD From: Tom Pulford, P CC: Paul Surek, Bob Date: October 22, 1999 Re: Foster Gold Course Maintenance Facility • Page 1 erson If you have any questions, please contact me or Paul Surek. City Of Tukwila RECEIVED OCT 22 1999 COMMUNITY DEVELOPMENT Attached is a landscaping plan for the above mentioned facility. This landscaping will be installed by the City of Tukwila Park Department staff. The landscaping is confined to within the project boundary and shall provide a transition with the existing golf course and KC/Metro facility. Automatic irrigation controlled from the golf course will be used to establish the Iandscapeing. 1Ni.�teil+ -t '174.216 ?41 October 13, 1999 Wayne T. Ivary Ivary and Associates 5651 University Way NE Seattle, WA 98105 RE: Preliminary Review Comments Foster Golf Course Maintenance Facility: Crew Shop — D99 -0285; Equipment Shed `A' — D99 -0289 and Equipment Shed `B' — D99 -0288 Dear Mr. Ivary: The Tukwila Building Division and Public Works Department have completed their review of the application materials you submitted on August 12, 1999. The attached comments and/or corrections must be addressed before we can recommend approval of your permit(s). Please be aware that you will probably receive comments and/or corrections from other City departments, as well. When you re- submit your corrected plans to the Permit Center for further review, your re- submittal must respond to the. comments of all City departments at the same time. You will know when you have received the comments of all departments involved with your project, when you receive a "Correction Letter" from the City's Permit Coordinator: The Permit Center cannot accept your re- submittal until after you have received the Correction Letter reflecting all departmental comments and /or corrections. In the meantime, if you have questions regarding the attached Building Division comments and /or corrections, please contact Ken Nelsen, Plans Examiner, at (206)431 -3677 or the attached Planning Division comments and/or corrections, please contact Jill Mosqueda, Associate Engineer, at (206)433 -0179. If you have other questions regarding the status of your permit application, please contact the Permit Center at (206)431 -3670. Sincerely City of Tukwila 6200 Southcenter Boulevard • Tukwila, Washington 98188 Liiteth 414— Brenda Holt Permit Coordinator encl J Y.tfiUri.Y+%u'i',+ai.TAVI''.ri; ;MOOr,+'4,"$; ?a., Xc: Ken Nelsen, Plans Examiner Jill Mosqueda, Associate Engineer Don Williams, Director of Parks and Recreation File No. D99 -0285, D99 -0288 and D99 -0289 Phone: (206) 433-1800 • City Hall Fax: (206) 433-1833 John W Rants, Mayor BUILDING DIVISION REVEIW Date: 09 /30/99 Project Name: City of Tukwila, Foster Golf crew shop Building Permit application Application #: D99 -0285 Plan Reviewer: Ken Nelsen, Plans Examiner No further comments at this time. , Tukwila Building Division 6300 SouthCenter Blvd. Tukwila, WA 98188 206 - 431 -3670 Please address the following comments in an itemized format and include applicable revised plans documentation. 1. Regarding the wire glass relite in the occupancy separation wall between the "crew room" and "shop ". The relite is required to be a one -hour fire rated assembly complying with the 1997 Edition of U.B.C. Section 302.3 item #4 and Chapter 7. The wire glass in wood stops will not comply. 2. Foundation plan sheet S -1, details a typical interior footing / shear wall along Grid lines 3 and 4. However, sheet A -2 architectural details 4/A -8 and 10/A -10 that are - not shown as shear walls, further they include a 4inch height grouted CMU sill. Additionally, the typical structural plan detail for the CMU sill is not shown as part of the shear wall design. Please correct or clarify the intent of the architectural details. 3. The S -1 footing and wall details shown for the West portion along grid line C are the same type as indicated for the shear walls. Should grid line C walls be considered for shear, or are they strictly for roof truss bearing? 4. Provide complete lighting plans and applicable documentation for both the exterior and interior requirements of Washington State Energy Code Section 1500. Project Name: Foster Golf Course - 13900 Interurban Ave. 5. File' #: Date: 09/08/99 Reviewer: CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS D99 -0285 Crew Shop D99 -0288 Equipment Shed "B" D99 -0289 Equipment Shed "A" L. Jill Mosque d& The City Of Tukwila Public Works Department has the following comments regarding your applications for the above permits. Please contact Jill Mosqueda at (206) 433 -0179, if you have any questions regarding the following comments. General 1. Provide a copy of the King County Industrial Waste Discharge permit. 2. All surface water design shall be per 1998 King County Surface Water . Design Manual (KCSWDM). 3. The oil /water separator detail shown on C -2 does not meet KCSWDM. Current standard enclosed. . 4. Because there is a flood zone within and adjacent to this project, the finished floor elevations must be at least 1' above the 100 -year flood elevation of 18.1'. The enclosed Flood Zone Control Permit application spells out the requirements you must meet for the flood zone, including a stamped survey using the 1929 NGVD datum. 5. In ,addition to the Flood Zone Control Permit, it appears you need a Hauling Permit. Public Works does not issue.a Land Altering permit until the Hauling Permit is issued. Requirements for application are enclosed. Page 2 09/08/99 099 -0285 099 -0288 099 -0289 6. Where water and sewer lines cross, the water line must be at least 18 " -• ABOVE the sewer line. 7. Identify the Wash Island on sheet C -1. Land Altering 1. Please provide separate Cut and Fill volumes in cubic yards. 2. Show stockpile areas and clearing limits. 3. Provide an erosion prevention and sediment control plan per KCSWDM. The plan must include clearing limits, temporary and permanent stabilization, length of time the ground can be left open before temporary or permanent measure must be installed. Public Works will look very closely at this plan. Storm Drainage 1. Show a trash rack before the from the new ditch reaches CB #1. 2. Provide cleanout where SD line angles near. the Refueling Station. 4. On sheet 15, define what CB number and what type. 3. Where the floor drain leaves the Crew Building, install a cleanout and use 6" PVC pipe from the building. Install a 6" x 6" tee at the connection. 5. Provide a Detail or specifications for the shut -off valve at the refueling Station. The valve is supposed to remain closed unless specifically needed open. Show how this will be ensured. Page . 3 09/08/99 099 -0285 b99-0288 099 -0289 Sanitary Sewer 1. Minimum slope for sanitary sewer is 2 %. 2. Provide cleanouts where the 55 meets a building. Water 1. Provide a 1" wat meter for the 1" water- line on the south side of the project. 2. ,At this same location, tap the water line ahead of the fire hydrant or put the fire hydrant at the end of the main. 3. Provide a clean out where the new 55 meets the existing 55 on the north side of the Crew Building. 4. At northwest corner of Crew Building, install a 6" x 6" wye cleanout. 5. Add to the note for raising the existing manhole on the north side of the Crew Building, "raise using a barrel section ". 6. Sanitary side sewer distances greater than 150' require a Main extension and a manhole. Detail enclosed: 7. Why does the 55 line go westerly, instead of going directly north to the existing sewer? 0 the drawings, it appears installing a manhole and connecting to existing directly north of oil /water separator would be better than running the 55 westerly. r • r 3 :: lss.:: b; ti:Fi:.,,..;.:'iUtre:to,idr " ?C' .IX�u4?:• %it.!',';-2 :s i,'? ;;fE. is '! ... ° 11+ S' ti. T .lnut!iFf,4X51P= nIAIPAsst sZtA:irSli1F', t;:±tITIfs"t. ii'� 11 .'�i�.3i:��3 P.•, ^:?; i°'.. ... City of Tukwila 6200 Southcenter Boulevard • Tukwila, Washington 98188 John W Rants, Mayor MEMORANDUM TO: ]ill Mosqueda, Associate Engineer FROM: Don Williams, Parks and Recreation Director DATE: August 20, 1999 SUBJECT: Foster Golf Course Maintenance Facility- -Storm Water Plans This is a "heads up" memo to provide you some background information for our new Foster Golf Course Maintenance Facility. We submitted our SEPA checklist and building permit application last week. While preparing our site plans, 1 met with Phil Fraser twice to discuss how our surface water from impervious areas would be handled. Currently, rain water from a low area on the 17th and 18th fairways, from Interurban Avenue South in front of the golf course, and from our golf course parking lot, is collected and piped to a retention /bioswale pond area on the left side of the #1 fairway. As the water flows through this large swale area, it exits through a pipe under the "dike" and into the Duwamish River. A flap gate prevents river water from flowing into the swale area during peak flows. Public Works Sewer /Surface Water crew maintains the piping system and our golf crew maintains the bioswale. When the retention /bioswale facility was built (when Metro's 8' ETS line was put through the golf course), it was built larger than necessary in anticipation of the construction of our new maintenance facility. To provide you additional information, I've attached my 10/18/98 memo to Phil and his 10/21/98 memo of response. These memos were prepared after our two meetings and site visits. One major change that affects both the information in my memo and in Phil's response is that a decision has been made not to construct the petrol /gassing facility. This decision removes an anticipated 18,000 square feet of impervious area from Phil's calculations. With this decision and the fact that the retention bioswale is "over built ", we do not plan to enlarge the size of the pond. Please take this information into consideration as you, Joanna and Jim review this project. Please contact me if you have any questions. cc: Jim Morrow, Public Works Director Joanna Spencer, Associate Engineer Attachments: Memo from Don Williams - 10/19/98 Memo from Phil Fraser - 10/21/98 DW:nk(corresp /don /JIllmem) ID ra • 03 EIS' Phone: (206) 433 -1800 • City Hall Fax: (206) 433-1833 RECEIVED AUC 2 0103 TUKWILA PUBLIC WORKS nisxsmusen:: ato$A.AteSAUtti19.:aat`a1 }af-- `144134u: ?7 ' a!;Jil".e`",.(�a"9it:`#,S„�T,S August 18, 1999 . Wayne Ivary 5651 University Way NE Seattle, WA 98105 Dear Mr. Ivary: If you have any questions, please contact me at the Permit Center at (206)431 -3672. Sincerely, d / Brenda Holt Permit Coordinator encl File: Permit File No. D99 -0285, D99 -0288, D99-0289 0' yfri ' 0 City of Tukwila John W. Rants, Mayor � io: : ?- Department of Community Development Steve Lancaster, Director RE: Letter of Incomplete Application #1 Development Permit Application Number D99 -0285, D99 -0288, D99 -0289 Foster Golf Course Crew Shop, Equipment Shed `B', Equipment Shed `A' 13900 Interurban Avenue S This letter is to inform you that your permit application received at the City of Tukwila Permit Center on August 13, 1999 mined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Building Division: Ken Nelsen, Plans Examiner, at (206)431 -3677 if you have any questions regarding the following: 1. Provide soils report or minimum soils classification by an Engineer. 2. Provide structural calculations. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal a `Revision Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 4313665 TO: Don Williams, Parks and Recreation Director FROM: Phil Fraser, Senior Engineer DATE: October 21, 1998 MEMORANDUM SUBJECT: Storm Water Facilities for Parks and Golf Maintenance Facility, Addition of Petrol Facility to George Long Shops The following is my response to your 10/19/98 memo for the proposed combined Golf Course and Maintenance Facility, and proposed City Petrol Facility at the George Long Shops - - -as they relate to the capacity of the drains in Interurban Ave. S. flowing to the north and use of the existing capacity of the bioswale /pond at the north end of Foster Golf Course which discharges into the Duwamish. The public drains in Interurban Ave S. (flowing to the north) to which you anticipate connecting the proposed facilities identified above have the capacity to take these flows. I recommend your site survey include the invert, top of pipe and rim elevations of the Interurban Ave S. storm structure you are tapping into to assure all your facilities can gravity drain into this system. The drawings you've provided don't identify the storm system nor connection. Also, I caution you that the elevations of your facilities need to be in accordance with the attached Flood Ordinance and lowest floor elevations above the hydraulic grade line of the storm pipe in Interurban Ave. South to which you are connecting. I understand that the 7 day /100 year storage requirements for new impervious surfaces for the Parks /Golf Maintenance Facility and Petrol Facility is to be met at the existing pond at the north end of Foster Golf Course. This Pond has approximately 64,000 cubic feet of storage capacity. (this material was placed on the 17th green and above the 100 year flood plain). During low flows /low river conditions, the bioswale at the bottom of this pond functions to treat low flows drain through it; and, during high river conditions (up to 12,000 cfs discharge at Howard Hanson Dam measured at Auburn gauge) /peak storm events, the flapgate between the pond and river shuts off backwater flows from the river causing storage of local drain waters until the river level subsides. From my discussions with golf course operations and maintenance staff, during these high river /peak storm events, the pond can fill completely and overtop back into the golf course greens and to the club house on rare occasions. From my discussions with parks and golf course staff I understand this pond was originally built to provide water quality and erosion control during construction of the ETS pipeline and other projects. In that time frame, the only added impervious surface 1 found in this sub -basin is a traiUsidewalk fronting Foster Golf course on Interurban Avenue South. A conservative calculation of this additional impervious surface would at most require 20,000 cf of storage for a 7 day/ 100 year event, leaving 44,000 c.f. of storage available for other use. The addition of 53,004 s.f. of impervious surface, for the proposed combined Golf Course and Maintenance Facility (35,004 s.f.), and for the proposed City Petrol Facility at the George Long Shops (18,000 s.f.) translates into 32,023 c.f. of storage needed to meet the 7 day /100 yr. storage requiurement these two facilities. Since the 44,000 c.f. of available storage at the Pond is greater than the 32,023 c.f. of storage required, technically the available Pond storage satisfies the 7 day /100 year storage criteria. • Attachments (5) cf. Al Larson cAphil\donwsdoc Although the 7 day/100 year storage criteria is met with the existing pond storage, you should expect that the added flows will surcharge the existing flooding conditions at the golf greens and facilities during high river/peak storm events. Therefore, I would suggest that developing an additional 32,000 c.f. of pond storage is appropriate, and will result in fewer, less critical river back up/storage events. Also, I would suggest a mechanical opening device and active monitoring during high river/peak storm • events to effectively manage this storage facility in keeping with requirements of the Green River Management Agreement (available in my office) to reduce flooding to the property as much as possible. Please send me a copy of the final drainage plans when it is ready for review. If you have any questions please do not hesitate to call me (Ext. 1641). City of Tukwila cc: Al Spencer, Internal Operations Manager Wayne (vary, Architect MEMORANDUM 6200 Southcenter Boulevard • Tukwila, Washington 98188 TO: Phil Fraser, Senior Engineer FROM: Don Williams, Parks and Recreation Directo DATE: October 19, 1998 SUBJECT: Storm Water Facilities for Parks and Golf Maintenance Facility Phone: (206J 433.1800 • City Hall Fax: (206J 433.1833 John W Rants, Mayor The Parks and Recreation Department is planning to build a new combined parks and golf course maintenance facility in 1999. We will need to handle the storm water generated from the roof and paved asphalt areas and would like your assistance in determining how this water will be handled. In addition, the Public Works Internal Operations Division will be constructing a new city petrol station on the west side of the George Long Shops. Our preliminary plans indicate we will have a net increase of 35,004 square feet of impervious area at the parks /golf shop. The gas station area will add 18,000 square feet for a total of 53,004 square feet of impervious area. We plan to design storm drain systems for each area that will connect directly to the storm drain line on Interurban Avenue that has lines that exist within the George Long Shop /golf course area. These lines will carry the water out to the Interurban Avenue main storm line that flows north into the entrance of the golf course and then daylights into a large retention bioswale pond along the left side of the #1 fairway. This retention pond has a flapgate that prevents pond waters from going backwards into the storm drain system and a second flapgate between the pond's outlet and the river. The capacity of this retention pond was calculated by Randy Berg, which I believe was minimally around 64,000 cubic feet. Assuming we can utilize this proposed method of handling the storm water, the question is do we need to modify the existing piping systems or pond area? I will soon have a drawing to show the storm pipes that exist near the George Long Shops (which I think you have copies of) and our new drain lines for the maintenance facility. Al Spencer should have drawings of the petrol facility also. Are these necessary for you to proceed to make decisions and tell me what I need to do? I realize you're use to a civil engineering drawiI) swith all of the details, however, we're trying to save money and by doing some extra leg work we can save funding for our very tight budgets. Please contact me if you have questions or need information. I'd like to finalize our decisions within the next two weeks. M SHEET SC- 4EDULE SI-IT. SHEET DESCRIPTION T -I TITLE SHEET T -2 SITE SURVEY G -1 CIVIL SITE PLAN C -2 CIVIL DETAILS 1 SITE PLAN 2 CREW BUILDING FLOOR PLAN 3 CREW BUILDING EXTERIOR ELEvATIONS 4 EQUIPMENT SHED FLOOR PLAN 5 EQUIPMENT ENT SHED ELEVATIONS V -N PLANS 4 DETAILS 1 DOOR SCHEDULE 4 DETAILS a WALL SECTIONS 3,094 S.F. WALL SECTIONS 10 WALL SECTIONS 11 REFLECTED CEILING PLAN 12 INTERIOR ELEVATIONS 13 INTERIOR DETAILS 14 MATERIAL STORAGE 15 WASH ISLAND SITE DETAILS 16 FUEL. ISLAND 50 GENERAL STRUCTURAL NOTES 4 DETAILS 51 CREW BUILDING FOUNDATION PLAN 4 DETAILS 52 GREW BUILDING ROOF PLAN 4 DETAILS 53 GREW BUILDING SHEAR WALL -PLAN 4 SCH. 54 TRUSS DIAGRAMS 4 NOTES S5 F SHED FOUNDATION PLAN 4 DETAILS 55 EQUIPMENT SHED ROOF PLAN 4 DETAILS SMEI SITE PLAN: MECHANICAL 4 ELECTRICAL M -I CREW BUILDIN 1-IVAC PLAN M -2 CREW BUILDING PLUMBING PLAN M -3 CREW BUILDING MECHANICAL SCH.S 4 DETAILS ME -1 ' EQUIPMENT SHEDS /MECHANICAL / ELECTRICAL PLAN E -1 ONE LINE DIAGRAM, LEGEND 4 SCHEDULE E -2 CREW BUILDING POWER PLAN E -3 CREW BUILDING LIGHTING PLAN 5E -1 SECURITY PLAN 'tii1 A ZONE OCCUPANT TYPE CREW BLDG. (OFFICE) B -2 CREW BLDG. (SHOP & EQUIP. STOW S -3 EQUIP. SHEDS S -3 WASH ISLAND S -3 CONST. TYPE CREW BLDG. V -N SHOP BLDG. V -N WASH ISLAND V -N SQUARE FOOTAGES CREW BUILDING 7,990 S.F. EQUIPMENT SHED 3,094 S.F. ALL WORK SHALL BE DONE IN ACCORDANCE WITH UNIFORM BUILDING CODE 1551 EDITION CREW BUILDING SHALL COMPLY WITH TABLE 13-10F THE WASHINGTON STATE ENERGY CODE 1991 EDITION FOR GAS FIRED HEATING SYSTEM VICINITY MAP CITY OF TUKWILA 6200 Southcenter Boulevard Tukwila, Washington 98188 Tukwila City Council Members Dave Fenton, President Pam Carter Joe Duffle Joan Hernandez Pamela Linder Steve Mullet Tim Haggerton City Administration- John W. Rants, Mayor John McFarland, City Administrator Jane Caeca, City Clerk Tim Morrow, P.E., Director of Public Works Don Williams, Director of Parks and Recreation Project Manager A Thomas Pulford COUR AC ARCHITECT WARY & ASSOCIATES 5651 UNIVERSITY WAY NE SEATTLE, WASHINGTON 98105 PH: — (206) 525 -8020 FAX: — (206) 525 -8021 E MAIL: — IVARY9NWLINK.COM STRUCTURAL - CIVIL ENGINEERS PWA ENGINEERS 10709 BEARDSLEE BLVD BOTHELL, WASHINGTON 98011 PH: — (425) 806 -5203 FAX: — (425) 806 -5204 MECHANICAL - ELECTRICAL ENGINEERS T.E_I 14900 INTERURBAN AVE. S ste. 203 TUKWILA, WASHINGTON 98168 PH: (206) 241 -2012 FAX (206) 226-7901 CIVIL ENGINEER JAEGER ENGINEERING 9419 S. 204th PLACE KENT, WASHINGTON 98031 PH: — (253) 850 -0934 FAX: — (253) 850 -0155 EXPIRED OR 0 2 2002 :Gelse:101eSTes:10O: S t R a+ �6 B0 .fig � V VO`pROVPa E Pom ppoRFny OD 099 -0285 understand that the Plan Cheo4 approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code f p rovedpe Receipt o'r con-' sa Imavvled9ed. tr actor's copy o.p By I 2.-6 -an Perrnit No. CORRECTION LTR# t r:Y GEC 315`9 v „LL SEPARATE PERMIT REQUIRED FOR 0 MECHANICAL 0 ELECTRICAL ❑ PLUMBING 0 GAS PIPING art OFD. BUILDING 0 iar 3 RECENEO CITY OF TUK4N, NOV - 8 1999 PERMIT CENTER X 0 � 0 r, Hogg PiY9 � r-I PROJ. NO: 9814 TITLE SHEET DATE: 1J22/99 REV. DATE 1120/10 C6. TYPE t RIM =16.03 LE- =13.28,' 8' I.P. (IN) I.E 13.18, 12 CONC. (OUT) S89'49'14 "E + ^ 6 C6, TYPE. 1 RIMa14.68 D MH 1M 18.88 ACCESS MH FOR EFFL TRANSF 141.81' SSMH RIM =16. I.E..6.66. GRAPH .0 SCALE 10 20 b PVC (OUT) C8 RIM 16.16 1.E. 4° 13.9 I.E. 8 13.81 C8' RIM 14.37 LE ' 12.39 BUSH, ROED & HITCHINGS, INC. CIVIL ENGINEERS & LAND SURVEYORS 2009 MINOR AVE_ EAST (206) 323 -4144. SEATTLE, Washington 1- 800-935 -0508 98102 -3513 FAX# (206) 323-7135 E -MAIL: INFO@MRHINC.COM 97i wti A.C. .. PATH COURSE S5 STUB RIM 16.38 6' CL pt I.E. 4,43 X X X X 6 CL FENCE AROUND WEATHER STATION ... EXIST.. RE8AR & CAP IRRIGATION COMMUWCATfi , POWER FOR WEATHER STARON .. IRRIGATfON WATER STANDPIPE 2 –STORY METAL BLDG- SUBSTRUCTURES: BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS FURNISHED BY OTHERS ,AND VERIFIED WHERE POSSIBLE BY FEATURES LOCATED IN THE FIELD. WE ASSUME NO LIABILITY FOR THE ACCURACY OF, THOSE RECORDS. FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO DESIGN CONTACT THE UTILITY OWNER /AGENCY. BENCHMARK: CITY OF TUKWILA BENCHMARK "D -11 ", CHISELED SQUARE IN CORNER OF CONCRETE SIDEWALK APPROXIMATELY 8' FROM S.E. CORNER OF BRICK OFFICE BUILDING AT 14945 -15000 INTERURBAN AVENUE SOUTH. ELEV. = 25.823 APR 0 2 2002 61,FEN"R yry7HX1:. OF X ____ X LEGEND AC ASPHALTIC CONCRETE EDGE OF ASPHALN ONCRETE 21.6' Gl CHAIN LINK // CONCRETE SURFAC / / ,F'/ DECIDUOUS TREE // EC ELECTRICAL. CONDUIT ELECTRICAL. JUNCTION 608 EM ELECTRICAL METER ET ELECTRICAL TRANSFORMER EV ELECTRICAL VAULT — x-- :-x` —, FENCE LINE FDC FIRE DEPARTMENT CONNECTION FIRE HYDRANT I.£. .INVERT ELEVATION Q MONITOR WELL Pl PLANTER P1V POST INDICATOR VALVE P POWER WIRE (OVERHEAD) S5 SANITARY SEWER Q SANITARY SEWER MANHOLE SO STORM ORAIN 0 STORM 58816 MANHOLE v 5109 TV TELEPHONE VAULT W WATER MAIN • WATER METER D'J WATER VALVE 4 YARD LIGHT /,/-r osasoastr SMOG vonef.E. PROJ. PROJ. NO, 9319 SITE SLRvEY DAISerl/29x'99 REY. NO. MY. PATE T 014 4Y • 17.0` c 165 il_ Lf x CL ,r t - 'W CREW RIM 16.38 DIL� WAT19R OCPARATOR. IJrILJTY 1 01.11.7 CO- MODEL • 1,40 -SP. iex4• M... poop. k'. IN-Rf TC: � � �+ 001-Er IE: 02.5 (see. GB.TAILT BLA 311-' G kb NC Kam PHALT 1E.ME. n / TIP) { : WOIESsTi[ii C .rTRACTOI S STA AREA 45' Pep. 5 Nora ao' SL.ID 4 GgTE IN NEW e METER SETTER ONLY FOR. FUTURE. SERVICE TO GEORGE LONG WITH Z" T'1FE K COPPER 4 SE.RVICE Elves 5 N88'39'25 "E LOCATION STRIPE 6 FZF_Move. - ''1Rrt.1aa1.. Emsr. vRwu+ A9t} +I:'LT na 226.25' UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL DOSING U11111ES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLWG 1HE UIIJIES AND SURVENNG THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCHON. THIS SHALL INCLUDE CAUWG UTIJTY LOCATE • 1-800-424-5555 AND THEN PO1HOUNG ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTLITY CROSSINGS To PHYSICALLY VERIFY WEBER OR NOT CONFLICTS EIBST. LOCARONNS OF SAID UTILISES AS SHOWN ON THESE PLANS • ARE NOT GUARANTEED AND ARE SURECT TO VARIATION 5.0.11- exist*. CURB. MPICH GRPDE Wkly NEW ASPH: FOSTER GOLF COURSE G6* 2 C NPE RIM 16.16 I.E. 4'13.9 LE 8' 13.81 EAST C.B T4PE I R.N.: 11,3 lE: 13.Z6 0' IR ,�,,,,qq IE: H .113 Iz. co....Co ti REUSE WATER C.i- ExRI1.JG LIM ITS SNAL.L BE@ FILTER FAt5RIG FENCE SILT EN A.C. PATH N OTE: 3 -q- HIGH .SOU- laoR• TO L3E PLACED ALONG NORTH SIDES OF LUILOINGS. 3 - -1 SLD c. (SEE ARCH srrW. RAISE EIclSr. MH L-ID Z OR ' AS NEC-ES-SARI TO ACCOMMODATE. BERM. 'RAISE USING A BARREL>4) 5e3 I EW MAN HOLE 04OR FX1.1-. 4:0 SPJNER RIM= IAN O t (MATCH New GRADE) le: 5:11 (Fx.0 etvb I 5 - 90 (NEW E GT STD PET- 53 - '1 lbAL9Th. y' I/A Aso s" FIFE REMOVE 1¢RY.L.T REFUELING SU',T10NL (SEE pW eil- RAMS Fotz PETP..N_ Q FI FVATTONS burr. -+ CB RIM 15.03 I.E. 13.13 FILTER FABRIC SILT FENCE, INSTALL OLITSIDE of NEW PAT-i LOCAnoN .LNSIDE OF Ean6T1 PATH ANP AT TO.. OP FILL. APpRWC• (,R0 L.F. VETP.1L , r- C-Z) PC+LJN_ LOCARO1 To BE FIELID srA KEG+ 2 -STORY METAL BLDG. GEORGE _L©NC BUILD0-1G. MOTE: SNOT x J. ►4,PRO. FILL GLUFWTITI : 3iso c . N TFf L- KAIBLE CvT .� g sE,.,� uz rtrtl ALL DISTORIB.E. AREAS N[3r L'A OR LMJD ` 4 SFR Mu1-CH Specs, 1 0A UlCJ4ED- SHEET Z- 2. M OPEN CUTS OR FILLS' CI R STOCKPILES THAT NRE LEFT O 1NORE THAN 2 WCE1R 5V1ALL LSE CONS WITH fpLASne.. . CLEARING LIMITS SHALL BE @ FI L.TEI . FPIBRIC- F =EAI GONG. RETAINING. WAIL - 4' HI (GEE. ARO), PLANS F.R. PESIGI.) EDGE NEW ASPHALT CUUTR ACT0RI - C O5. RR, DE -FM DF' ExIST- gto�g.W6R MRIN. NEW & 51 DE SEWER it' gut, O VER. To 11 y I Li us T.' Ee Tr •T° „A A P' eke F1 EVATIOKL F.TOSI= 1JRF- F1 FLT FINISH. SURF — NEW ASPHALT TO EPEE. OF EICIST. BL.Pe. 1 SAwCUT Eb0 AsPHN -T TIE 140. c.L. RENEE TO EGOS FF_►.10E:. MATCH HEIGHT 4 T1P EJKI5fNG 96" MEMRo SAN. SEWR p er NEW 7 CHAIM \' LINK w ooue Cl. TTH 17oU8Le -P LUCKING SWING GATES Emir FENCE 9iALL BE + E. NV E a NEW ASPHALT \ PAVerrteNT +\ C GRAPHIC SCALE 0 10 20 40 _ 298.96' 4 - EXIST - D99 -® 285 REBAR 1 AP 0 rope JOB No. SHEET 9 oF D INED Oil, OF n;x1:� NOV - 8 1999 PERMIT CENTER 660-SA 2 t NO. 222P DIAMOND PLATE ACCESS DOOR 2 fi SECTION A -A B - 411-- 1 PLAN - BASE M IV Ne. 11112P DIAMOND PLATE INSPECTION COVERS r 2 NO. 012P DIAMOND PLATE INSPECTION COVERS oatro- OIL/WATER SEPARATOR MISCELLANEOUS WATER NOTES "' SERVICE C- a1VNECrtowl5 1. Tippet Sddb: Siege Ninae Boehm%had , or Nppsooed o1Pd (Iran dellaedf' 2. Capesti nBanModer11-fa813Qagaowdegod shall e make Medians to eller the skids Ai* redhead d malt Ad a Waimea a of one loch (T") (you Y wpm dam era to !der_ Taps Tapping lees for "riaco-,I shell be et the !dl adman= .. - . . "gergartical joie" ado and slid be roads of ear eat or dada fraa Mueller or other approved equal Tapping Volvo Mailer T-2360-16, or appmaad wad. Ingdgeg. AB Teas, p1age, bands end iwinots AA be pamliod .rat reaction Madras per the Cats Medal pis. 'sal sods or jokes dodgiest w meet moment y ahebennpfud. Cseoal. aglow Dam a demmadll beat pant. An tlrrode drill be sated Camara birettas 'sMBba eagle flat' Modal lank. nsir fittings edyardalenbe areaetjeia seem pewittardiep;al 1M joie. Bad ding; tart not wear wed ere leafing abets 3001) pd eaertl AB Maas dad be eepP+d lalbpWda Assad. p1PI.n INSPECTION!( AB asaaoad veer systemised altasaem daesrraaler i3 to be dole under the ceded end st tat d of deeiemtad Qty taepeta. It is the Couto#oes raapooi WJity to eeee4s for it speaioee 24 lours it advance. The Comma shell sebedole ietysetiet by the City logreesto aemci of a Goethe the s1) pedals of da wa me dams d sales -.A.% =�•-'� - 1. Before baddinkg, for aomplina within eaeattim sanded, . 2. AD.prea.ue sutea. 3 Prier to the obtained dam m ofsbh would preclude ail _Ned compWo impieties of amen fbee maids .tali be beitd a toured. NralcamaleLedgaiitilaiummuLth SAMMAdri AND TE4T1Nri Tees and mania molding for paposes ddtrmbdo8 sNwpiiana with tilt specification's. men be egad et lie disasma else Oa harem AB costs incurred for lairs or selling dos at de tepee of tars Qty Inspector, shalt be the tnpaosanityddle Cmtrehor. one- GALVANIZED STEEL PLATE BAFFLES A WEIR ' NG 222P DIAMOND PLATE COVER PLAN - COVER 'RISER SF"C11O l5 AS RQu11�.� FOP. SFT: But 1 SECTION 0 - 0 u`a 4rafris1 Star 08011 Par Carta*.. A MOM t. am r roe on to war nmranitsle. 2, .smell Tae NO m i OM NU. PULL BC¢p. CAST MOW WPM T!S INS V ALVZ DATE: 11 /26Am -a • ..r....Nll. GRADING NOTES 1. Unless otherwise specified. d work shall conform to the 1998 Standard Specifications for road bridge and municipal construction as published by the WSDOT and the APWA, as amended bylhe City of Tukwila. All grading activity shall conform to UBC, Chapter 70- 2 These plants do not represent the location of all adding utilities. 1116 the responsibility of the contractor to confirm the location and depth of aiding Willies prior to excavation. 3. The contractor shall be responsible far an safety considerations during the execution of the work including bench shoring per OSHA specifications and traffic confrol on existing roads. 4. The engineer shag be notified imrnedfatey upon the discovery of any conflicts or discrepancies relative to these plans. 5. All matedd used as fill shed be approved pit run gravel or native material that has been observed and approved by the enrtinEE . 6. All structural A material shall be compacted to a minimum of 959 MDD (under buildings, roads. driveways. wake. parking lots, etc.). This fill shaft be compacted during optimum moisture content h Offs not exceeding 12 ". See arch. specs. • 7. Compaction tests shaft be taken for all structural fins at the direction of the engineer. 8. All trench bacldN material shall be compacted to 911%MDD within roads or 90% outside of traffic areas. 9. Fill slopes than not exceed 3:1 and cut slopes shad not exceed 2:1. 10. All adjacent roads shall be kept clean and free from mud and debris. Contractor shall be responsible for periodic roadway cieaalng. 11. Contractor shall fake measures to minimize dust generated by grading activities including frequent watering by an onslte water truck S necessary. Pan Indtao0. and .ire cons. mato. klabltag flat . No Nrria rotor a- drip twang Nast M pu.M1ad from aqW :w rith Said NW. IM..9 Ponta MIJLCH AWN► q 1900 .a o 1t d 2- par oar Ap'rrr. 25 es Pr WOO. tr. alt r fa/a- 1Saaas 1180 mks Wax MN tons pr. we (OPPnw MO to w Jed) Nisew to 3. ever eel meted r Ube I. fir =Wit WO Comdr. tor ti SOval r of RUNT REVISIONffc t, ct•f z lei 414° IMP. Nf1S�' alal0 - i e f WRl .rtereno eB/MM le Oar caw an eltwarees 0- so a me ee worm m sue ! IMeeea r same warm am tear as 0. aaseeie d Arne -maw emir sea Near era maw *ma or darer hrasat i 1101 lamas eau ac paver row ' MIeMMM City of Tukwila 'M t M Y -DATE. -4,40/9 4 fkt�a'ei2 I NIMSttetr w • gwtlar rO Peng r o.d Yi rY Yea T EAL ROAD N4Q PARKRia SECTION 0 T70SLUE 12 Yet Nor rrr WNW . rr .air MMINIMIELMISIMIS L ANV OYNE art sr AMMO as -Oleo A M" ' �lar�'�r I a JER''�I"'f 2 Sfq1�{ ftft► a* its Are narrows r as umpror AIQ L1�Ia1B tO I i a rr a MA6YIr s error 117 war aaa W 112121.2 At ar, sister iti‘x jots or awl MOW SEISIOIL l awNBlr ASPIC IWO. Met of SIMEN rAOt a r aE Atlai row MS Samosas rug A u0Altmer arArswe Air 11.12 TRA IL sswc air' *r MKS NM. at*A6i AN6ta err MOW WM. . dBNN aanmlfea mu a6t at 11010uaNO went !t leer S&T PEN DETAL NOT TO SC. A 4=1= COMPACT(' T 0 95X OF ALV SEW14ANOM FABRIC MAY OF A VOL k- 7 aN' C Cant Iron Ring And Caw RA WIMP AMNON City of Tukwila RLTBt MIIMICTION 011.10 M . stemma r.. 0 0 0 0 8 0 0 I1 ut 2 S rcSt Air r Jaw steer pestete w ar fatbF/3 tar trmsts_l TAT sir ampaaveranamm L : 10 ; r' 0 / 10 00. YIN> aIIPAD wr craw. DATE llif72/ee , ss-2 NOM 021.T TO SS � N NAM ia starts. 'MOULT t 1r 4 *oo*. t Moan WOW CLEAN VSNX 1Rt *111 Mat mums t a( IOW TM IS *UMW MO INS V:eY O Y Y r Al tl Y i@ sYtPAS Aso ao 1.1YL BI Alt ire[ Ar ATOM 01N1 me1RL1 AOA%/B inaKswinsgpturrimmt D99 -0285 EXPIRED APR 0 2 2002 5 APP. BY A DATE 4/p ./AN saA1. NO SCALE DESIGN BY L DRAW. BY: JOB No. C=2 2 TT oFTU�e: QV - 8 1999 PERMIT Ca4 E, B'D•• I BIT I II 2P I 1 , 1 y, 660-SA 2 t NO. 222P DIAMOND PLATE ACCESS DOOR 2 fi SECTION A -A B - 411-- 1 PLAN - BASE M IV Ne. 11112P DIAMOND PLATE INSPECTION COVERS r 2 NO. 012P DIAMOND PLATE INSPECTION COVERS oatro- OIL/WATER SEPARATOR MISCELLANEOUS WATER NOTES "' SERVICE C- a1VNECrtowl5 1. Tippet Sddb: Siege Ninae Boehm%had , or Nppsooed o1Pd (Iran dellaedf' 2. Capesti nBanModer11-fa813Qagaowdegod shall e make Medians to eller the skids Ai* redhead d malt Ad a Waimea a of one loch (T") (you Y wpm dam era to !der_ Taps Tapping lees for "riaco-,I shell be et the !dl adman= .. - . . "gergartical joie" ado and slid be roads of ear eat or dada fraa Mueller or other approved equal Tapping Volvo Mailer T-2360-16, or appmaad wad. Ingdgeg. AB Teas, p1age, bands end iwinots AA be pamliod .rat reaction Madras per the Cats Medal pis. 'sal sods or jokes dodgiest w meet moment y ahebennpfud. Cseoal. aglow Dam a demmadll beat pant. An tlrrode drill be sated Camara birettas 'sMBba eagle flat' Modal lank. nsir fittings edyardalenbe areaetjeia seem pewittardiep;al 1M joie. Bad ding; tart not wear wed ere leafing abets 3001) pd eaertl AB Maas dad be eepP+d lalbpWda Assad. p1PI.n INSPECTION!( AB asaaoad veer systemised altasaem daesrraaler i3 to be dole under the ceded end st tat d of deeiemtad Qty taepeta. It is the Couto#oes raapooi WJity to eeee4s for it speaioee 24 lours it advance. The Comma shell sebedole ietysetiet by the City logreesto aemci of a Goethe the s1) pedals of da wa me dams d sales -.A.% =�•-'� - 1. Before baddinkg, for aomplina within eaeattim sanded, . 2. AD.prea.ue sutea. 3 Prier to the obtained dam m ofsbh would preclude ail _Ned compWo impieties of amen fbee maids .tali be beitd a toured. NralcamaleLedgaiitilaiummuLth SAMMAdri AND TE4T1Nri Tees and mania molding for paposes ddtrmbdo8 sNwpiiana with tilt specification's. men be egad et lie disasma else Oa harem AB costs incurred for lairs or selling dos at de tepee of tars Qty Inspector, shalt be the tnpaosanityddle Cmtrehor. one- GALVANIZED STEEL PLATE BAFFLES A WEIR ' NG 222P DIAMOND PLATE COVER PLAN - COVER 'RISER SF"C11O l5 AS RQu11�.� FOP. SFT: But 1 SECTION 0 - 0 u`a 4rafris1 Star 08011 Par Carta*.. A MOM t. am r roe on to war nmranitsle. 2, .smell Tae NO m i OM NU. PULL BC¢p. CAST MOW WPM T!S INS V ALVZ DATE: 11 /26Am -a • ..r....Nll. GRADING NOTES 1. Unless otherwise specified. d work shall conform to the 1998 Standard Specifications for road bridge and municipal construction as published by the WSDOT and the APWA, as amended bylhe City of Tukwila. All grading activity shall conform to UBC, Chapter 70- 2 These plants do not represent the location of all adding utilities. 1116 the responsibility of the contractor to confirm the location and depth of aiding Willies prior to excavation. 3. The contractor shall be responsible far an safety considerations during the execution of the work including bench shoring per OSHA specifications and traffic confrol on existing roads. 4. The engineer shag be notified imrnedfatey upon the discovery of any conflicts or discrepancies relative to these plans. 5. All matedd used as fill shed be approved pit run gravel or native material that has been observed and approved by the enrtinEE . 6. All structural A material shall be compacted to a minimum of 959 MDD (under buildings, roads. driveways. wake. parking lots, etc.). This fill shaft be compacted during optimum moisture content h Offs not exceeding 12 ". See arch. specs. • 7. Compaction tests shaft be taken for all structural fins at the direction of the engineer. 8. All trench bacldN material shall be compacted to 911%MDD within roads or 90% outside of traffic areas. 9. Fill slopes than not exceed 3:1 and cut slopes shad not exceed 2:1. 10. All adjacent roads shall be kept clean and free from mud and debris. Contractor shall be responsible for periodic roadway cieaalng. 11. Contractor shall fake measures to minimize dust generated by grading activities including frequent watering by an onslte water truck S necessary. Pan Indtao0. and .ire cons. mato. klabltag flat . No Nrria rotor a- drip twang Nast M pu.M1ad from aqW :w rith Said NW. IM..9 Ponta MIJLCH AWN► q 1900 .a o 1t d 2- par oar Ap'rrr. 25 es Pr WOO. tr. alt r fa/a- 1Saaas 1180 mks Wax MN tons pr. we (OPPnw MO to w Jed) Nisew to 3. ever eel meted r Ube I. fir =Wit WO Comdr. tor ti SOval r of RUNT REVISIONffc t, ct•f z lei 414° IMP. Nf1S�' alal0 - i e f WRl .rtereno eB/MM le Oar caw an eltwarees 0- so a me ee worm m sue ! IMeeea r same warm am tear as 0. aaseeie d Arne -maw emir sea Near era maw *ma or darer hrasat i 1101 lamas eau ac paver row ' MIeMMM City of Tukwila 'M t M Y -DATE. -4,40/9 4 fkt�a'ei2 I NIMSttetr w • gwtlar rO Peng r o.d Yi rY Yea T EAL ROAD N4Q PARKRia SECTION 0 T70SLUE 12 Yet Nor rrr WNW . rr .air MMINIMIELMISIMIS L ANV OYNE art sr AMMO as -Oleo A M" ' �lar�'�r I a JER''�I"'f 2 Sfq1�{ ftft► a* its Are narrows r as umpror AIQ L1�Ia1B tO I i a rr a MA6YIr s error 117 war aaa W 112121.2 At ar, sister iti‘x jots or awl MOW SEISIOIL l awNBlr ASPIC IWO. Met of SIMEN rAOt a r aE Atlai row MS Samosas rug A u0Altmer arArswe Air 11.12 TRA IL sswc air' *r MKS NM. at*A6i AN6ta err MOW WM. . dBNN aanmlfea mu a6t at 11010uaNO went !t leer S&T PEN DETAL NOT TO SC. A 4=1= COMPACT(' T 0 95X OF ALV SEW14ANOM FABRIC MAY OF A VOL k- 7 aN' C Cant Iron Ring And Caw RA WIMP AMNON City of Tukwila RLTBt MIIMICTION 011.10 M . stemma r.. 0 0 0 0 8 0 0 I1 ut 2 S rcSt Air r Jaw steer pestete w ar fatbF/3 tar trmsts_l TAT sir ampaaveranamm L : 10 ; r' 0 / 10 00. YIN> aIIPAD wr craw. DATE llif72/ee , ss-2 NOM 021.T TO SS � N NAM ia starts. 'MOULT t 1r 4 *oo*. t Moan WOW CLEAN VSNX 1Rt *111 Mat mums t a( IOW TM IS *UMW MO INS V:eY O Y Y r Al tl Y i@ sYtPAS Aso ao 1.1YL BI Alt ire[ Ar ATOM 01N1 me1RL1 AOA%/B inaKswinsgpturrimmt D99 -0285 EXPIRED APR 0 2 2002 5 APP. BY A DATE 4/p ./AN saA1. NO SCALE DESIGN BY L DRAW. BY: JOB No. C=2 2 TT oFTU�e: QV - 8 1999 PERMIT Ca4 E, S89°49'14 ( 41.5.x ' t.r r 51-ED FFE I1.$ SOIL BORING N0. 1O GRAVEL CREW BUILDING FEE: .1 q .1 /7Z/////// BUILDING LAYOUT POINT - EXIST CORNER OF EXIST. BLDG. REBAR 9 CAP • SD MH RIM 18.88 18" SD 10 CONSTRUCTION LIMIT LINE sS\ ACCESS MFIX /. FOR FFFLI�N � � `. TRANSFEi< %�� 4� 1 GRAPHIC SCALE 20 (IN FEET ) 1 inch = 20 ft. FOSTER GOLF COURSE NEW LANDSCAPE BERM AREA - IRRIGATION 4 LANDSCAPE BY OWNER CB RIMS 16.166 IE :" 13.5 I.E. „ 13. / / A * / j * p 'W EIM. y 3' NEW 1 WEATHER STATION P — BOTTOM OF BERMN — z — z' — W `.y *, NEW MATERIAL STORAGE. * BINS- SEE EXISTING ASPHALT PATH HJa e. �XIz1' GiI.IGrcit3 4(IJrs ( ?' ) Awn HA Atuvou6 v Gr3tLW +6 C TK 'f R- T° 11-1 s(°n' ` s rA Q b ' W L'- IoNtNNCfL rx GF•l? VG'e�+MPn - �1s �� f�L1GF441,S, NENDS sMOVS LVi166D BE R AREACAPE - i �fLl.&1„S ro IRRKsATION t LANDSCAPE smrlA 1j y-,A 7 - BY OLLNER TYP. ii5 eL . UNIIJSr.ALLCY) VJ 7 VfLl Sr TAW? Qna /r .srot. rteTAGa t r 1 91 1Jl t II.A u1A ` i+ f'GRo55' 131 ' STILeFs'1 r-Ra1 Gfot1- �iF.l ro 1 L I mo{ Al" 17I1,W'r1ON gP.1'05-st='I.rrkf"tU AWAr P�tzOF7 �► �f'GI Pex r 'rb welt % EXISTING GOLF CART PATH - REMOVE C°N5TRICTION LIMIT LINE TYP. ELEC. r 0 �5 CB RINI 15.03 I.E. 13.13 -rvR. sµAi. IHSj� - A ,D ../G USA -" J ruJOt5 �A1U - U!•!� c11.� P A AQt °F c i yJjl .?IL6 .r'O '(� 1470 IUG ;IJTl or SI u 2. RN A151 At 5'i't1IP• g � fAvS d` NEW CONC. RETAIN WALL W/ FENCE 2 -STORY METAL BLDG. EXIST GEORGE LONG BLDG D99 -0285 SITE /7� FL FLAN 1' = 2(d -O' ar ° � � � �a tsN>'i •F 11 570i2AGG •tr Fait. Sair� G Co a � I fiii '. m G IUG satL man- S/447,1 ere Altatifirgf ,2EGEIV K�n tvQV _ 81999 PERMIT CENSER EXPIRED APR 0 2 2002 IV NJ 2 PERSON OFFICE MECI-I/ELEC 6 FILES RETURN AIR PLENUM COMPUTER/ 2 PERSON OFFICE 12 3 4•0' :MOAN La rrp AI 'a? BEAri ABOVE TYP 16 WIRE GLASS CREW ROOM 110 An"" • 2 IA 2 LOCKERS Mk • ■••■••■• SERVI SIHOP OFF TOOL/ PARTS 14 24' 1-1015T GRIND IN ROOM x RECES. EQUIP. 5TO 18 4-0 4-0 5 14 52-0' 24 3 2 AIR COMPRESSOR PROJ. NO 9814 CREW BLDG PLR PLI4 REv. NO. REV. DATE TT FLOOR FLAN (CREUJ BUILDINC3) SCALE: 3/16' = WALL SCHEDULE RECESSED ENTRY NAT - Aft ‘17 I HOUR WALL: 2X6 16' O.G. LW SAS' TYPE X GYP. BD. SEE WALL SECTION FOR ADDITIONAL NOTES. INTERIOR WALL: 2X5 OR 2X4 (45 NOTED) WOO'D STUDS AS SCI4EDULED e 15• 00. SEE WALL SECTIONS FOR SPECIAL SURFACE TREATMENT. EXTERIOR WALL: 2X6 STUDS 0 24' O.G. 5/ 52' PLYWOOD SHEATHING, 30 BUILDING PAPER, CEMENT BD. EXTERIOR SIDING, I' AIR SPACE CMU WAINSCOT. 5/0' GYP. BD. INTERIOR. DOUBLE 2 x 5 STUDS AT EXTERIOR CEMENT BD. JOINTS D99-0285 EXPIRED APR 0 2 2002 144," 4 x 4' 'RECESSED ENTRY MAT '11/ DRAIN TYP.CCNC. APRON- F11\1151-I LEGEND OFFICE ROOM MANE DENOTES CEILING FINISH DENOTES WALL FINISH DENOTES FLooR/BASE FINISH r1 SD a.41 1T0 147ee z.r. e ts.-o Ar FINISH SCHEDULE FLOOR/BASE CONCRETE W/ SEALER tut 4' HIGH CMU BASE A FLOOR COATING WI 6' RUSSER SASE A vINYL SHEET FLoORING _ 6` INTE COVE BASE •A VINYL SHEET FLOORING UV RUBBER BASE WALLS SiS‘ GYp. BD. tut 4' HIGH I/2' A/C PLYWOOD WAINScoT 21 5/65' GYP. SD. UP S HIGH PLASTIC FACED PLYWOOD tUAINSCOT. PAINT Gyp. BD. 5t0 ' MR SD W/ NIGH PLASTIC LAMINATE wAiNScor. PAINT GYp. BD Id' 5/6' GYP. BD. PANT CE IL ING Li EXPOSED ROOF DECK 4 ROOF TRUSSES- PAINT GYP. D. PAINT A LAY-IN CEILING OVIiiV: Oc■ P P BOLLARD -TIP. OV - 8 199 Da* C44CD 151, rt uatt / 0.7%-zZW7, • N. 12'XIO' OVERHEAD DOOR D.S. , \- GL ' 1 1 I 11 11 1 ism Ills IIII I — I% ...... II1111111111� 1 1 1111111 1 1 1 I I FINISH FLOOR BEY 1 IMIR" D i GL 1l1 •1- -- - - - -- HIM SOUTI-T ELEV 4 -0' TYP. 14'X10' OVERHEAD DOOR vISION LIGHTS e OVERHEAD. DOOR (TYP) 10'X10' O.H. DOOR TOP. OF EARTH BERM OF BUILDING 14X10' OVERHEAD DOOR 2X4 HORZ. TRINE. (TYP) COMPOSITION SHINGL ROOF- TYP. -4' x 3' RIDGE SKYLIGHT I- TYR OF 5 DRUM STOR. EXHAUST LOUVER 14'X10' OVERHEAD DOOR COMPOSITION SHU L ROOF- TYP. 14'X10' OVERHEAD DOOR CAULK VERTICAL JOINTS e CEMENT SD. SIDING (TYP.) Ca ENT SG. SIDING l PJ ■- -- -1 -1 • .-- - - -. -1 ---- - - -1 -_ _I----- ----- ---- -- -11.- -- -- - - -t -1 - .------- 17--- ------ wI PROJ. NO SSI4 EXT. ELEVATIONS REV. NO. REV DATE TOP PLATE FINISH FLOOR D.S. TIGHTLINE DOU.NSPOUTS TO CATCH BASINS UNLESS OTHERWISE NOTED (TYP../ TOP PLATE TOP PLATE SCALE: 3/16' = X24' x 12' SCALE 3116' = 1' -0' EAST ELEV. VENT vERT1CAL JOINTS CEMENT BD. SIDING CTYPJ NORTH ELEV i•S 12 TYP. 2X4 HORZ. TRIM (TYP.) TYP. SIDING- JT. SPLIT. FACE CMU. WAINSCOT (TYP.) PS. 2- 2 x 6 STUDS TYP.: SIDING BERM a NORTH SIDE OF BUILDING x 3' RIDGE SKYLIGHT I- TYP. Or 5 SEALANT e JT. TYP. PLYWD. SHTI -G:; CREW LOCATION TYP. VERT. JOINT e SIDING CONNECT. DOUNSPOUT TO PVC TIGHTLINE TO CATCH BASIN - TYP. TOP PLATE FINISH GRNDING ROCA•'I EXHAUST LOUVER DRY, ROOM EXHAUST LOUVER EXHAUST HOOD e RIDGE' DRYER (IN DRY ROO1) EXHAUST LOUVER 3.5 12 2 4' -0' I/ ••• 12 1 • s sm. immillowm• WEST ELEV SCALE: 3116' = P -0' EXPIRED APR 0 2 2002 SPLIT FACE CMU WAINSCOT (TYP.).. U10MEN5 TOILET R001 EXHAUST LOUVER 4' -0' O0 TYP. J .-FINISH FLOOR BEYOND D99 -0285 MENS TOILET ROOM EXHAUST LOUVER D.S. 11111 FM Oh mai RECEIVE CIN OF ' N0\ - 8 1999 ?ERMIT CENTER Q -i iFZ Z //!/!/Z4!N /� !O/! /ZQZOI / O/!Z// //6MGWAre.. .CC W // //!/// // / ///l//I! / / / / /// / /// AWN/ // /Z / /////// / /// / / / /�V/ Q S 6 O ee 0� s 9 0 4 CONC. RETAINING WAL 10 Ann Hose- 811 !a� Im 26' -0' �0 HIGH PIPE LLARD t-11 � twL1.✓s 1- tae t S I Am_ <ad iw ,4pIrI 4 1 3 Nv LINpMa- tASlci 81Gj wA1sy 1.mtia GAr "mot. hD SEE EQIUFMENT SHEDS FLOOR FLAN SCALE: 3/16• = I' -0' P.T. POST- TYP / 3 ' 50 As PAK o? -15/4s v. s3U ilI;S(A IJ. cNi4N LWIL a� fs� = s�rLua�y'pr7 exls? ��uc L . CONC. SLAB TY 22' -0' were �- SH.r) '?I+7 APP11 Ad 4 1: - sN •► / 1 - Z 96' -0' POST TYPICAL WALL, 2X6 STUDS o 24' O.G. W/ 12' PLYWOOD SHEATHING, 30* BUILDING PAPER, PLYWOOD SIDING WITH BATTENS. 22' -0' / PO5 D99 -0285 22' -0' EXPIRED APR J 2 2002 Ark 40" HIGFY PIPEZLLARD SEE ,PrA. cy � • 13 0 / SL rY 22' -5' SL4Th x 6 POST T S Ti- ONr.6rz. 1 4s X31 b II Wis7E(l- UUe 0 O D EC 31999 RECEIV NW�IP CIT' OF TU NOV - 8 1999 PERMIT LET //� vide/ r UNDERSIDE OF GLU -LAM UNDERSIDE OF GLU -LAM SOUTH ELEVATION SCALE: 3/16' 1' -0° NORTH ELEVATION SCALE: 3/16' = I' -0' o 8 54deor .5.14 EAST ELEVATION SCALE: 3/16' = I' -0' \ 10 COMPOSITION SHINGLE ROOF NOTE: SLEEVE CHAIN LINK FENCE POSTS INTO CONC. RETAIN. WALL CHAIN LINK FENCING TIGHTLINE DOLLNSPOUTS TO CATCH BASINS UNLESS OTHER 111SE NOTED (TYP/ DOWNSPOUT -� CONNECTION TO 4' DIA. PL. PIPE TO TIGHTLINE TO CATCH B.4SN- TYP. DS. TYP. I-1ORIZ. TRIM SCALE: 1 V2•= 1' -0' D.S WEST ELEVATION SCALE: 3/16' = 1'-0'' __ PLYWOOD SIDING W/ 1 x 3 - - -' BATTENS 24' O.C. D99 -0285 O 2X4 WORZ. TRIM (TYP.) EXPIRED APR 02 20Z UNDERSIDE OF GLU -LAM F 1314 FLOOR UNDERSIDE OF GLU -LAM FINISH FLOG EARTH BERM - RETAINING WALL CHAIN LINK FENCING 0 NOTE SLEEVE FENCE POST PIPE INTO CONC. RETAINING WALL PLYWOOD SIDING W/ I x 3 CEDAR BATTENS 24 O.C. COMPOSITION SHINGLE ROQT TOP CF EARTH BERM D.. 10 CHAINLINK FENCE, EARTH BERM 4 RETAINING WALL CONTINUE TO CREW BUILDING. DS Art t s, 3 vaS9 ftEG TUKWI� GAT' CF 1,61 - 81999 PERWT CENTER REV. NO. DW3 BY= 1•l�Ci vfrA A PROJ. NO 9814 EQUIP. 51-1ED ELEV. DATE: 1/22/99 REV. DATE GHKD 8Y= mtt r;134,// f/ O I T1'P. fRIDC E SKYLIGI 1T 1 1/2". 1 II II II li II 6 Ix 10 WD. TRIM- PANT 1x 4 WD. TRIM- PANT 11 u I II r4, II 11 li Il II II RIDGE SKYLIGHT 24 GA. PRE -FIN. GALV. CC LATER FLASH'G SET yW AIASTI f✓ COMP. SHINGLES 1 1/I6' OSS BOARD LAMINATED TO RIGID INSL. 4' RIGID INSL. OOF SHTH'G. 2x12 P.T. ROOF CURB TRUSS SEYCND RIDGE , F r (- I'I TYP. CREW 5UILDING ROOF FLAN SCALE: "'-SKYLIGHT O TYP. FRIDGE SKYLIG->:I -IT 1 1/2 1'-0II I x 10 WO. TRI 2 x 12 P.T. CU TOP TRUSSES 6 J 6 SKYLIGH I m p 24 GA PRE -FN. GALv COUNTER FLASH'G SET IN MATIC / �Gq'1P SHINGLES / -I/16 O58 BOARD LAMINATED TO RIGID INN.. 4' RIGID 1NSL. SHTH'G. 6 RECEIVED CITY OF TUK4VI, NOV - 8 1999 PERMIT CENTER 14( c) x o‹4 ou N o ty 14-1 41 14 V1H;0 r PROD. NO: 9814 ROOF PLANS PATE: 9/4/98 REV. NO. 1 REY. DATE DOOR SCHEDULE NO TYPE SIZE DOOR FRAME MAT. FINISH HD JAM SILL NOTES MAT. j FINISH I (. A) 3- 0x1 -0xP4 HM PAINT HM PAINT 213 4 INK-. TEMP GL. a RELITE mom i 2 O WOOD STAIN HM PAINT 5 32'X 8' DOOR GRILLE X� �! 1 3 O r.: 12 13' DOOR GRILLE 114R DOCR#RAME ASSEMBLY W/ WIRE GLASS $ RELITE 4 4 x+i tJ 5 4 C 5 ( 1 l O 1131 v0NIF 1 �1.�ooa 8 O FR 2-104-0 p4 HM I PAINT HM PAINT wormer � , i 9 OD 3- 0x1 -0x1 WOOD 1 STAIN 1-01 PAINT . 10 OD 2- 64-0x13 1 W -< 31111101L many . II OD 3- 041 -0x1 12 DO 2- 6x1 -0x138 MO LICIAQ \1 r _ 13 le 3- 0x1 -0x131 :: 1 . 14 O U \ \/ r \ � I5 O HM PAINT HM PAINT - 1 +R2. DGcIRMRN'fE ASSEMBLY WJ WIRE GLASS s RELIT: Oar 1 I6 E ® PR A ° Q1Q °� \ 1 Il /� ( )B 3- 041 -0x1 E 111r M. TEMP. GL. 'm RELITE IS O 3- 0x1 - 0x1311 1= 20 O ® E ) 12- 0x10 -0 FR 2.6x1.0 o4 STL p t° 5TL ell F HM I PANT 1-P1 PAINT JL �e J \ 2 1 E O FR 2.6x1.004 1 HM I PANT HM PAINT 4 g�4\ L 1 \ 1 22 O 14- 0x10 -0 STL *P'` L. V 1 23 ® 14- 0x10 -0 5TL �'( F {��� l \ �\ 1 \1 r1 24 O 3- 041 -0x1 141 PAINT a . PAINT =SEW 25 26 O O 14- 0x10 -0 10- 0x10 -0 5•L P G'S { ®�GI \ W { STL 1 { SiL AGt� / iiiilll SI� i 21 O 14-0x10 -0 5TL � Z O ST L 1,62 i 26 0 3- 041 -0x1 HM , PAINT 14M PAINT �� � ' ;� TEMP. INSUL. GL. g RELITE 29 Op 3- 6x1 -0x1 HM 1 PAINT 141 PAINT ni �2J3 NIFA�� 4 \.l 30 G D 3- 6x1 -0x1 HM I PANT HM PAINT �r - DOORS • EQUIP /STOF4AGE BU4DING 1 31 O FR 1443-64 I HM !PAINT HM PAINT L I ' J\ D OORS . EQU /SHED 1 \ .u FRAMING LITE- TEMP. GL. H1 DOOR TEMPL. INSL. RELITE AT DOOR "1 l -NM, FRAMING 2x6 SHIM SEALANT 2'x4 H. M. FRAME H.M. DOOR (2) 2x6 1/4 SHIM SEALANT 7x4 H. M. FRAME HM. DOOR • 1. _ I' AIR SPACE (2) 2x6 '4' SHIM SEALANT 2•x4kt H. M. FRAME HM DOOR 0 , 1 EXT- H1-1 DOOR HEAD EXT. I-11 DOOR JAMB ? , EXT. HM DOOR JAMB 2'x4ia' H. M. FRAME HM. DOOR PEPICO •2145A THRESHOLD SET IN MASTIC -WHERE SCHEDULED O TYP - EXTERIOR DOOR SILL P • I' -0' 5/16' CEMENTED. PLYWD (2) 2X8 24 GA. PRE•FIN MTL FLASHING - TYP. 2x4 CEDAR TRIM 5/16' CEMENT tap, .�-- va' PLYWD 2x2 CEDAR TRIM 5/16' CEMENT BD.' ' PLYWD CMU WAINSCOT 1x4 NAILER 2x2 CEDAR TRIM EALANT CMU.ITINE ?6EYON6R TRIM FIBER JOINT gXTERIOR SU7ACING SEE 517E :PLAN INL. P. GL. RELITES TEM s a. L.B NAILER 0 EXT. OYI. DOOR HEAD ® TYP- INTERIOR DOOR HEAD O TYP- INTERIOR DOOR JAMB I' • 1' -0• D99 -0285 FLOORING - SCHEDULE TYP INTERIOR DOOR SILL VARIES b' 056 BOARD LAMINATED 2• Tr 4' RIGID INSULATION CONC. FLR. rL :HOBO EXTENSIONS Z GA. PPRREE FIN. M TL FLA544N 2x4 CEDAR TRIM CUT TO FIR TRIM EII: EXT HM DOOR HEAD EQUIP SHED i' • 1 EXPIRED PPP 0 2 2002 113A SADDLE NGLES 3- P.T. 2 x 4 NAILER F,�5GI� %• GYP. 8 %' PLYWOOD SHIM CONT. 2x6 FIR F• TRACK MOUNTING ON. DR TRACK Ol-1. DOOR O.H. POOR JAME •1 -m OR DOOR THICKENED EDGE CONC. FTC. 10 OH_ DOOR SILL SEALANT 2'x4 H. M. FRAME HNL DOOR SECTIONAL OVERHEAD DOOR W/INSUL. METAL PANELS 2' x 4 H. M. FRAME N.M. DOOR 2x6 2x2 CEDAR TRIM 1x6 CEDAR TRIM 6' GON APRON G 2x6 t . SHIM I/2' PLYWD. $HTH'G. %. PLYWD SIDING (2) 2X8 24 GA.FRE -FIN MTL FLASHING -TYP. 2x4 CEDAR TRIM 12 EXT. I-0 DOOR JAMB • EQUIP SHED 2x TM FIBER JOINT 6 EE B PLC ACING '4 TYP- EXTERIOR POOR SILL g EQUIP. 51 (2) US, 2x6 HEADER PLYWOOD SHIM %. GYP. BD. SHIM WINDOW. ASSEMBLY TYP. WINDOW HEAD • r -m• 2' PLYWD. SHTH'G. (2) 2x6 HEADER %• GYP. 5D WINDOW ASSEMBLY 24 GA PRE -Fd�E MTL FLASHR.Yz 2x4 CEDAR TRIM EMENT Bp. 5 €PRIG 24 CEDAR TRIM O TYP. - WINDOW JAMB WINDCW ASSEMBLY 1x6 1.1.0 SILL -PAINT '��F'QINT SKIRT 0) 2xb SILL TYP. - WINDOW 511_1_ I. I. -0. SHIM Ix 4WD: CASING -PAINT i 5(2' WD TRIM -PAINT GLAZING TAPE V •x2' WD STOP ��Va' TEMP GL. ll \WHERE SNS0'1N TYP- INTERIOR RELITE HD /JAMB I )S ALL. 1-ttt2 1I Ampst- MG milt WIC CZ. • e t 1.4 Very U £ 4A PQ°M 4 s tsp 24 GA PRE -FIN. MTL PLASHING SEALANT TYP. WD CAP PROJ. NO: 9814 DOER SCHEDULE AT 3/4/98 REv NO. DUG BY: RE, DATE CHK'D BY. wit 2x6 BLOCKING 24 GA. PRE FIN GALV. FLASHING 4x4 P.T. FIR 2x3 P.T. \ 4111 1 k 1 *EMU NEOPRENE HDED , :••il1 9 EA 24' QC. SEALANT LAG SCREW 0 24' D.C.- RECESS HD CMU RIGID INSULATION TYP. 5 4 • GYP. BD. TYPE X: EACH SIDE 2x8 CEDAR FASCIA _ 4xb P.T. GUTTER SUPPORT SECURED TO BLOCKING WITN A Si LAG BOLT COUNTERSUNK IN SUPPORT (2) 2x6 TOP PLATE R -I9 BATT INSLLATION CREW ROOM! 8' RUBBER BASE CONC. SLAB NOTE: EXPOSED PLYWOOD SOFFIT TO BE 5/8' PLYW'D SIDING W/ A FACE EXPOSED - TYP. 1/16' O513 BOARD 11/2' m ALUM VENT PLUG \ 12' O.C. (2 PER RAFTER SPACE) CAULK s CEMENT BD. VERTICAL EDGES (TYP) CEMENT SD. FASTNERS AT PANEL EDGES CUT BACK INSUL. 3' I/2' PLYWOOD SHIM (3) 2x4 P.T. PLATES 24 GA. FLASHING -TYP_ ALUM. PRE -FAB GUTTER W/ DOW SPOUT -TYR GALV. SCREW ® 12' O.C. 2x6 TOP CHORD EXTENSIONS - 24' O.C. 2x4 CEDAR TRIM - TYP. 5/6' EXTERIOR CEMENT SIDING SCREWED TO STUDS 1111 2' WD SCREWS s 8' O.G. 4'. PANELS SET VERTICALLY 3EE THICK SPLIT -FACED CMU BLOCK RECTANGULAR TO ROUND DOWNSPOUT ADAPTER 4' DIA. PVC W/ CLEANOUT 4' PVC. ELBOW V ' 4 PC T DRAIN LIN 4• DRAIN PIPE 4'mPERFORATED FOOTING DRAIN (TYP.) 0 SECTION W SOUTH WALL I'= 1' -D' IX3 W'G TRIM 5 W PLYWOOD 2X BL B Il Nafal'+. OCKING ENGINEERED TRUSS -TYP. INSULATION ANT I I-IR WALL PARALLEL TO ROOF TRUSS 1'= I' - O' Nor : Y fLYtYD ,4 T SFR WALL. - luST.�.� 4U 3� riVEf� W! .51,2E Win. LAY -IN CLG. AT SHOP OFFICE PLYWOOD 2X BLOCKING -TYP. ENGINEERED TRU55 -TYP. 2.44 BLOCKING GYP. BD. (2) 2x6 TOP PLATE GYP. BD. SHOP 2x6 P.T. PLATE PDOWEE1R FASTENED 6 WIDE BY 4' HIGH CMU SILL - SECURE TO CONC. W/ 5 /8'm QUICK BOLTS s 32' O.C. - GROUT CELLS SOLID 5' RIBBER. BASE 0 SHOP OFFICE 4' RIGID INSULATION COMP. SHINGLES OVER BASE SHEET I' AIR SPACE 5/8' PLYWOOD SHEATHING- (CEDAR FACE WHERE EXPOSED) ENGINEERED TRUSS W/ 2x6 TOP CORD R -19 2x5 BLOCKING (2) 2x6 RIDGE PLATE FIRE BLOCKING AS R (TYP.) LAY -IN CEILING -TYP. sa GYP_ BD. -TYP. 2xb STUDS a 24' O.C. SEE NOTE 1• PLYWOOD 30 LB. BLDG. PAPER /. 2x6 BLOCKING / 1 TYP. BLOCKING DOWNSPOUT R -19 INWUL.- TYP ■ PLATE FASTENED EE STRU 2z5 P.T. PLA POWER TO CONC. -5 C. RUBBER BASE WHERE SCHEDULED 'NOTE: DOUBLE UP 2X5 EXT. WALL STUDS o ALL EXT, CEMENT BD. '/ERTICAL JOINTS 1X3 WD TRIM EQUIP. STORAGE 2X6 STUDS 16 O.C. TYP. WALL SHOP 4 EQUIP STORAGE I'= P-0' CONC. SLAB \ 7 sW PLYWOOD CREW ROOM 2x4 BLOCKING 2x4 STUDS a 16• O.C. CONC. SLAB TYP. 2' WIDE X 24 GA.- GALV. STRAP DOU.NWPOUT BLOCKING 24 GA_ MTL FLASHU.IG SEE WE 12 FIRE BLOCKING AS REQUIRED (TYP.) 8' CONC. RETAEIE1s WALL 4' m PVC TIGHT LINE TO CATCH BA51N -. TYP. ENGINEERED TRUSS -TYP. s s . GYP. BD. OVER TRUSS IX3 WOOD TRIM 2x4" P.T: PLATE" POWER FASTENED� TO CONC. -WEE WTRUC. DRAINAGE FABRIC WATERPROOF MEMBRANE (2) 2x4 TOP PLATE 4'UPERFORATED FOOTING DRAIN (7YP) 0 WALL G NORTI -I 111ALL 1'= V-O R -11: INSUL R -il BATT INSULATION LAY -IN CEILING ATT TION ROOF ASSEMBLY -TYP 2X4 BLOCKING BETWEEN TRUSSES, SECURE TO TOP CHORD (Ur JOIST HANGE�c ENGINE5 L) TRUSS -TYP. 5/8' GYP. BD. W-IERE OCCURS (2) 2x5 TOP PLATE LAY -IN CLG. o SHOP OFFICE %. GYP. BD. TYPE X EACH SIDE 2x5 STUDS 0. 15' O.C. 2x6 PT. PLATE POUTER FASTENED TO CMLL -SEE ST RUC. NOTE. DELETE RUBBER BASE s GRINDING. ROOM ,. TOOL PARTS ROOM 4 IRRIGATION R0C11 PLYWOOD N : GUT ."AcrW_Ii.JSOLA.ranl It,cices ° = L.4v?' 1 a 12-yo. 447 D. 2 + '? 4'K's C.no LAY -IN CLG. 2X8 P.T. SILL 11/ I/4" / F7 TAPER - SECURE TO CONC. W/. 3/5' 4 QUICKSOLTS 4a 36' 00... 2' RIGID INSULATION R -19 INSUL. ?x6 P.T. PLATE SEALANT TYP. 24 GA. EDGE FLASHING 2X8 CEDAR FASCIA 2x4 CEDAR TRIM 2x4 BLOCKING 5/16' CEMENT 50. OVER 30.. LB. BLDG. PAPER OVER I/2' PLYWOOD 5HEATHING. (TYP.) 2X4 CEDAR TRIM FIRE BLOCKING AS REQUIRED (TYP) NOTE: INSTALL 4' CMU SILL 0 EQUIPMENT STORAGE 4 IRRIGATION 80011 WALL. SEE DETAIL �1 � I\ \ 3/8' X3 /8' KERFJ DEEP HOLES s 24 O.C (TYP.) 1 : see ' Its �S trer— 4'EPERFORATED f ,K1 y6S 3 FOOTING DRAIN (TYP.) IlldLl 55.Edcr d . . l l It =C IllAI I C. I'= I -O' 1X3 WD TRIM SEALANT TYP. NAILER WHERE GYP. BD. OCCURS CLG-. GRINDING R0011 CONC. SLAB 1 NR WALL PERPENDICULAR TO ROOF TRUSS Ip= V -D' COMPOSITION SHINGLES (3) 2x4 P.T PLATES ROOF ASSEMBLY -TYP. r ` PLYWOOD ENGINEERED TRUSS -TYP: 5/5' GYP, BD, 9 HALL CLG. (2) 2x4 TOP PLATE 5 4' GYP. BD. LAY -IN CEILING -TYP_ UA -IERE OCCURS 244 STUDS I5'0.C. 2x4 P.T. PLATE P051414 FASTENED TO CONG_ -SEE TRUC_ CONC_ SLAB 1' 1' - O' 2 INTERIOR FARTITION - TYP. LAY -IN CEILING (TYP) 5/5' GYP. BD. OVER 2X5 STUDS ®: 24" 0.C .- 3 5/8'W X 1 5 /5•W X 5 5 /8'LG. CPU VENEER SECURED TO PLYW'D SHEATHING W/ MASONARY ANCHOR AT 24' O.G. HORIZ. DIA. 16' O0 VERT: TYPICAL 51MP50N 1124 JOIST HANGER 0x 24 OG- -BACK SPAN TO 152 TRUSS EXTEND GYP. BD_ 4 INSUL, WHERE EXPOSED CEILING i5 SCHEDULED FOIL FACED R -15 BATT. INSULATION WHERE NOT COVERED BY GYP 86. 1 I r '5" - ii r f '-'4 .1 24 GA FLASHIFKs E V EXPIRED " rF�Pp ®nl� +3s H µ't w 5 z ff W % Fl w H c_5c APR 0 2 2002 D99 -0285 NOTE: EXTEND WALL FRAMING 4 GYP. 50. AT WALL BETWEEN I'IEGH. ROOM 4 OFFICE 4 BETWEEN SHOP OFFICE 4 HALL 2X5 STUDS 9 PLUMBING WALL NOTE: INSTAL CMU BASE o MECH ROOM WALL -SEE0 R=CEIVEG CITY of TUtkvtL? NOV - 8 1999 PERh9T CENTER PROJ. NO 9814 WALL SECTIONS DATE: 6!21/99 RE, DATE REV. NO. DUG BY: KCT C1i(1) BY_ att / i% lJ ■ 2 EAVE END a EQUIP /SHOP AREA 1 "= l'-0° 2' -0' 2X4 TRIM — 2X4 OUTRIGGERS SEE 12 7' 5 1001* 4C0006■4" ' 2 BLOCKING 2' -0' r 2 GABLE END a EQUIP /STOR AREA I "= 1' -O' r — 4' RIGID INSULATION I C OM P . SHINGLE 1 OVER BASE SHS EET / / I' AIR SPACE R - 1NSUL. GYP. BD. TO 2x4 OUTRIGGERS (RIP FROM 2x6) N '_ R -19 INSUL. sz. GYP_ BD. TYP WALL BASE EQUIP /SHOP AREA I.= 1 -O„ 4 SIMPSON LS5U25 SLOPED HANGER -TYP. 2x8 ROOF JOIST ▪ 16' O.C. 2x.8 BLOCKING Sa' PLYWOOD ▪ SHEATHING U2 6 SIMPSON JOI HANGER n 2x6 JOIST g 24' O.C. INSECT SCREEN 2x4 BLOCKING 1X2 TRIM Se' PLYWOOD' SIDING 2x4 CEDAR TRIM -TYP. SIMPSON PC66 POST CAP 1X12 CEDAR ® FRONT t SACK 6x6. POST. 2x2 2x4 1X10 CEDAR TRIM o SIDES R -30 BATT. INSUL. RAKE DTL -TYP. - VENT W/ INSECT SCREEN 5/16' EXTERIOR CEMENT SIDING SCREWED TO STUDS W/ 2' WD SCREWS o S' O.C. 4x0 PANELS SET VERTICALLY 30 LB. BLDG PAPER PLYWOOD 2x4 LADDER $LOCKING - 6x10 BEAM 24 GA FLASHING -TYP_ 2x4 CEDAR TRIM 2X6 CEDAR POST CAP TRIM - MITER CORNER POST -TYP 1x•5 2x'S 6.6 POST SIMPSON 08566 POST BASE 3 . ' CHAMFER 12x12xI2 CONC. BASE CONC FTC. SEE STRIJC. GABLE o CREW BLDG ENTRY P= 541EATHING D 2x12 RIDGE RAFTER 51MPSON LSSU28 SLOPED HANGER 2x8 ROOF JOIST 0 16 ' O_C. 2x8 BLOCKING -TYP 2x4 CEDAR TRIM 1x4 CEDAR BATTENS. AT JOINTS TAPERED PLATE —� 2x6 PLATE —, \\ \ \ R - INSUL ' WO SHEATH z' PLY OD (2)2 x6 PLATES RIDGE \\ CUP \ LAY -IN CEILING -- , -TYP. GABLE CREW BLDG ENTRY 1 1 "= I' -0' SEALANT GA. GAL V. FLASH'G CAP COL. IX WRAP COMP SHIN RIDGE VENT r COMPOSITION / SHINGLES %. rRIDGIDINSUL. WAI � A II 2X FURRING Sa' PLYWOOD 2X4 BLOCKIFXs BETWEEN TRUSSES, SECURE TO TOP CHORD W/ JOIST HANGERS ENGINEERED TRUSS TYP. E /S' GYP. BD. (2)2x.6 TOP PLATE Ss GYP. BD. TYPE X EACH SIDE 2x6 STUDS s 16' O 6' RUBBER BASE 2x6' P.T. PLATE 70 COW. SLAB CONC. SLAB 1CREW I-IALL WALL 0 CREW ROOF I TO HALT_ i'. l'-G TYP. WAINSCOT 0 HALL SEALENT TYP. 1x3 WOOD TRIM R -19 BATT INSLULATION 24 GA. MTL FLASHING 4x6 P.T. GUTTER SUPPORT SECURED TO BLOCKING WITH A S LAG - BOLT - COUNTERSUNK IN SUPPORT 24 GA. MT FLASHING- TYP 2XS P.T. TAPERED SILL- TYP. S CONC. RETAINING WALL DRAINAGE FABRIC WATERPROOF MEMBRANE 4 PERP. FT& DRAIN —� 1 EXT WALL 0 RESTROOMS 1 I' -Q' FIBERGLASS PANEL OVER GYP_ 8D. 1x2 E2' A/C PLYW'D -PAINT TYP. WAINSCOT TREATMENT 1•= r -O. 1' AIR SPACE 5 15' 1 BOARD LAY -IN GLG_ 2X6 STUDS 24' O.C. TYP. ALUM EDGE TRIM PLASTIC LAM OVER S MR BOARD i... EXPI RED APR 0 2 2002 0 099_ Nc� COVE BASE RECENEU CITY OF TUKWiLa NOV - 8 1999 PERMIT CENTER PROJ. NO 9814 WALL SECTION DATE. 1/29/99 REV. NO. CAL* BY. e•'.cT REV. DATE 1 hd49 CNCb BY. mti 2x8ppppR��OOF JOIST e I OVE D RHANG ' �� , 2x4 CEDAR TRIM 2x6 BLOCKING i�` COMP SHINGLES ��`+ i 24 GA FLASHING -TYP. ALUM PRE FAB �� + 1411k KgACIA GUTTER W/ DOWNSPOUT -TYP. 1. 1 `10, 1 f LA -ul j n 1X3 BATTENS 9 24' ac. OVER 5/8 PLYWOOD SIDING 2X6 STUDS 9 24' O.G. 0 TYP EAVE . EQUIP SHEDS . r. t wv 5/8' PLYWOOB SIDING '!z' PLYWOOD 24 GA MTL 'Z' FLASHING 2x4 CEDAR TRIM it." / A�� DRAINp WAT MEMBR ER TYG• 1'A t'i0fLM GE FABRIC N E FILE. 0 2 ' - GRID O TYP RETAINING WALL 6 EQUIP SHEDS 24 GA FLASHING -TYP. RIPPED 2x6 1 CUT. TO 3112 SLOPE .COMP. SHINGLES `'mss' PLYWOOD 12 12 ROOF RIDGE a EQUIP, SHEDS I "= i' -m" CONC FTG n - SEE 5TR1C. 2xS * 24 O.C. — SIMPSON LS5U28 SLOPED HANGE 5' e'x13.5 GLU L BM 6x6 POST r (2) 248 ® EACH OLUMN SECURED TO 6x POST W/ Z•' 'YU4> >li nJ• SLOPE Vs N 2x8 RAFTERS A 24' O.G. ZoIJ 41�Gr blwt0cif x 4 MPS- 12.5 SIMPSON 5Ei5MIG ANCHORS (2) 2x8 e EACH COLUMN (2) 2 TOP Px LATE U26 SIMPSO JOIST HAN GER CONC RE SEE STR11G TAINING WALL L CONC. FLOOR SLAB SEE STRUC. r: FILL W/ CONC. 1 WEATHER 5PAM TOP TYP EAVE . EQUIP SHED 6' DIA GALV. STL. PIPE BOLLARD- PAINT 6' CONC. APRON 14" TYP. PIPE !BOLLARD TYP O TYP 2,46 P.T. PLATE ANCHOR BOLTED TO CONC. -SEE STRUC. 4'H x x 6D ' CMU B CKS THICKENED EDGE GONG. FLOOR SLAB SEE STRUC. WALL . EQUIP SHEDS COMP. SHINGLES 24 GA. FLASHING -TYP. ALUM. PRE -FAB GUTTER W/ DOWNSPOUT -TYP. 2x8 FACIA -TY. PLYWOOD 5/S PLYWOOD SIDING 2x4 CEDAR TRIM 24 GA. 'Z' FLASHING 6x6 POST SLAB G ENGINEERED TRUSS -TYP. s us' GYP. BD. OVER TRUSS FIRE BLOCKIN AS REQUIRED CD RECESS SUMP DRUM STORAGE Scala: C.P -0' 2x4 STUDS A 24' O.C. 6 RUBBER BASE CONC. SLAB 24 GA. PRE -FIN. METAL. EI CC-: 2X4 BLOCKING 2X6. STUDS •24" O.C. GABLE END ® EQUIP SHED S CONC. SLAB 11.1 ALUM. FRAME -TYP ALUM GRATING 1 FRAME — WALL BETWEEN MECH. ROOM 4 I -)ALL L•= p -O° 2x4 OUTRIGGERS e Zfl'O"G. ct / 5' / PLYWOOD ROOF TRUSSES 9 24' AC. (TYP.) `''s' GYP. BD. EACH SIDE OF TRUSS (2) 2x6 TOP PLATE tea' GYP. BD. EACH SIDE 2x6 P.T. PLATE POWER FASTENED TO CMU SILL LEDGE FRAME W/. CONT. ALUM. ANCHOR SET IN CONC. CONC. SIDEWALK OR FLOOR 16 GA ALUM DRAIN PAN 111 NOTE: DELETE CM! SILL a WALL BETWEEN 1 ∎_ SHOP OFF AND TOO r `N� PARTS WALL ,a a 1-112 r ROOM ALUMINUM GRATE' W/ ALUM. TREAD FRAME W/ CONT. ALUM. ANCHOR SET IN CONC. CCNC. SIDEWALK RECESSED MAT W/ DRAIN Scale: 3'•1' -0" RECESSED ENTRY MAT &'212. pDd, occu� 1.4 ' rsT &ftdiz W�11- L# ` pN f 14Jsraiw 14.11. / WP. p +�,w G z4. .0., AW13 Y % fi W r11" / -'u1/. stbe 1,15rAu.. %W I G NOTE: SEE 0 E) FOR WAINSCOT ® WALL 6' WIDE Y 4` HIGH CMU SILL - S CURE TO CONC. W/ 5/8"0 WICK BOLTS 32' O.G. - GROUT CELLS - SOL1D CONC. SLAB PEDIGRID ALUMINUM GRATE. W/ CARPET TREAD 2"0 DRAIN - EXTEND PIPING TO STORM DRAIN C.LI .42- MATT - �UUEc� fo CAW. 5&W- _ D 99 EXPIRED App 0 21002 INTERIOR 1/2' CDX PLYWOOD s EA. SIDE 2X6 STUDS 0 24' O.C. NOV - 8 1999 CONC. SLAB PEWIT.WE WALL o EQUIP. SHED MC /E EG m Nig C� t�iit I/I m6u►_. = mem Wsue® W NW Pt._iii caa�w LAY IN' i I l 1 1 I 1 1 1 1 1 1 1 ! 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BD, 2x6 STUDS • 24' O.G. 1X3 WD TRIM • TOP 4 JAMBS 1 HALL 1 l/2' A/C PLYWD WAINSCOT- PAINT 6' RUBBER BASE SEALANT TYP. 2X4 BLOCKING BETWEEN TRUSSES, SECURE TO TOP CHORD W/ JOIST HANGERS EXPOSED TRUSSES -PAINT (TYP.) 1X3 WD TRIM 5/8' M. R BD. !DRY Room' 6' RUBBER BASE CONC. SLAB OE1: WALL BETWEEN HALL 4 DRY ROOM 1'= 1' -0' 5/8' GYP. O. 2. 144 LL. LAY IN CLG. AT SHOP OFFICES 2x6 STUDS • 24' O.C. IX3WD TRIM TOP 4 JAMBS 1/2' A/C PLYWD WAINSCOT- PAINT 1HALL1 6' RUBBER BASE M.R. BD. OVER TRUSS LAY -IN CEILING (TYP.) 5/6' M.R BD. OvER 2X6 STUDS • 24' O.C. R -I9 BATT INSULATION 6' VINYL COVE BASE CONC. SLAB O WALL 0 TOILET ROOM TO DRY ROOM I'm I' -0' NOTE. DELETE R -19 FOIL FACE INSUL 4 INSTALL 5/8' GYP BD. AT DRY ROOM SIDE OF TRUSS WHERE OCCURS 8' HIGH PLASTIC LAM. FACED PLYWOOD AND 6' CMU BASE • DRY ROOM WALL 4tv $ d 4 ZpM TRUSS WHERE OCCURS NOTE: BRACE TOP OF WALLS THAT DO NOT ALIGN WI TRUSSES BY INSTALLING 2X4's FLAT • 24 0. C. BETWEEN TWO ADJACENT' TRUSSES LAY -IN CEILING (TYP.' 5 /8' 'MR BD. OVER 2X6 STUDS • 24' O.G. - nt" NQ Ar 6 VMYL COVE 8.45E CONC. SLAB WALL e TOILET ROOMS CEMENT BD. SIDING 1X4 CEDAR CORNER TRIM I EC 0 71 7712! TYP. OUTSIDE CORNER a Cc LENT BD. SIDING _ 0285 2r - 4INe To �u n 2 / ►I s APR 0 2 2002 2X8 JOIST • 16' O.C. 5/8' GYP. BD. 1'2 i WALL • WATER NEATER RECEIVED clrr o� n�rwu NOV - g 1999 PERMIT CENTER TYP. 4' HIGH A /C FLYWD WAINSCOT PROD- NO: 9814 REFLCTD GEIL PLN DATE: 6 /21/99 REV. NO. REv. DATE GAM DIG ay: rrier E4lC'D tSY: tat rzir-,/-z/47 11 / I. EEO GYP. BD- (TYP) a O. . - 1 r r 11 P. FACED WAIN PLYUD CO WAINSCOT 11 - - i1 MR GYP 8P- ( t PJ TOWEL RECEPT. MICRO 1111111111 GYP. BD. (TYP.) I UIiiIL III ii!i•ilIi iiiiI M® '''EAE Fin! 1 III EMI. Dili isms u gu WIPE U3' PINE IS' il I. EEO GYP. BD- (TYP) a O. . - 1 r LAM.- LAM.- P. FACED WAIN PLYUD CO WAINSCOT - - - i1 MR GYP 8P- ( t PJ TOWEL RECEPT. mommemillismnimMimiminimmuM 1111111111 - \_ III - . -- - -- - SINK WASHED E rER III 1 .Z -.L g ,£ -1 LAM.- LAM.- III - - i1 MR GYP 8P- ( t PJ TOWEL RECEPT. GYP. BP. (Tl'F.) 1111111111 TYP. - J Vi1 "BB b¢ ii!i•ilIi U __w. '''EAE Fin! 1 III EMI. u a 1 .Z -.L g ,£ -1 LAM.- LAM.- III - - i1 MR GYP 8P- ( t PJ TOWEL RECEPT. `m0 ,� TYP. - J Vi1 "BB b¢ ii!i•ilIi U __w. 1 .Z -.L g ,£ -1 11 FrAll El TOWEL DISP MR GYP 8P- ( t PJ TOWEL RECEPT. `m0 ,� IN P. LAM P. LAM T7 (TYP.) ALL WALLS Lr� — E U __w. SELF COVE 6• VINYL BASE (TYP.) TYP. ROBE NOOK -SEE SPECS. (4) 0 NORTH ® NORTH TOWEL HOOKS SEE O WOMENS BATHROOM 1 / P DRY ROOM 1 /4'a P -0. BENCH O NORTH ® O WEST LOCKERS O i/4' I_0. TOWEL NOOKS IS' DEEP LOCKERS INSULATE TRAP 4 HOT WATER SUPPLY (TYP) 2. 1.5 BIRCH TRIM -MOUNT TO 2x4 BLK' . WI WOOD SCREWS - RECESS AND FILL HEADS PLYUID. hi •. M.R GYP. BD. GROUND TOWEL DISP. ADJ. SHELVES 5OAP DISPENSER +40' ® EAST c SOUTH cA... P)(S 10' WIDE MAP�6 0C SECURED TO ANGLE W/2 STAINLESS STL. SCREWS 2'x2'x9' Sr• 711-- • SECURED TO WALL • EA SIDE W/ 2 4 6'• LAG 6OLTS BENCH SUPPORT 3`= l' -0' 36'X It- GRAB BAR TOILET 42•X l(' + PARTITION GRAB BAR TOILET COVER 2'X3' DISP. MIRRORS EXPOSED TRUSSES TYP. SHELF - GYP. BD. (TYP) IX3 TRIM -y O SOUTH TACK BD. Ark GYP. BD. (TYP.) CREW ROOM V4' = 1' -0 P. FACED PLY= WAINSCOT SHIM ±1' - SPACE - GYP. BD. (TYP.) PLYWD' WAINSCOT MIN. GL 2' -6' GYP. BD. (TYP.) 18 18 18 18. 18. 18 18 18 18 0 18 a MARKER BP. HANDICAPPED TOILET TOILET PAPER DISP. 4 SAN. NAPKIN pISP. Ark qrr,13n, GY(1• 40 y CHAIR RAIL - IX3 TRIM, 6' RUBBER BASE / 5 GYP BD. (TYR) P_ FACED WAINSCOT 0 WEST TACK BD. 0 LIP. PAY' NOTE: INSTALL .CHAIR RAIL ®.EAST, SOUTH; 4 WEST WALLS OF CREW ROOM ® NORTH 18' DEEP 14.1e. IH.T. >-• LOCKERS 1 116 a 11 Sr•+S+ . �,t>gr NORTH 2X6 BLOCK•G 1X4 HD. WD. SPLASH 1/4' PLYUD. BACK SAME AS SAME AS WOMEN'S WOMENS NORTH ' EAST ELEVATION ELEVATION EXPOSED TRUSSES TYP. O EAST MENS BATHROOM 1 . -0 . TOWEL DISP. SOUTH O COMPUTER FILES ROOM 1 / 1'-0' KITCHEN AREA a CREW ROOM 1 / 4 'a 24' GA. METAL TOP OVER 314' PLYWOOD ADHESIVE SET. TYP. DRAWER UNIT TYP. BASE CABINET HANDICAPPED URINAL URINAL SCREEN IX3 TRIM 4' RUBBER: BASE scl 1'a, l' -0' 1X2 UD. BLK'G W/ GALV. METAL NOSING - FOLD EDGE M.R GYP TOILET COVER D. (TYP.) DISP.. - � <E) 2X6 BLOCK'G V4' PLYUD. BACK TOILET PARTITION HANDICAPPED \I TOILET TOILET PAPER I DISP. SOUTH APR 0 2 2002 SHIM 3 . SPACE (TYP) EXPIRED TYPICAL WALL CABINET 4' HIGH P141-1. BACKSPLASN ON 3/4' PLYUID C OCTNO U NOV - 8 1999 PERMIT CENTER 4' RUBBER BASE TYP. E3ASE 4 WALL CABINET l'-0' ' - 3 x39 W>" oi D99-0285 ho 85 Q t 7 <4 xi xi 11-t L (1) F " 1 Q HCLIS PROD. NQ: 9$14 INTERIOR ELEYATIp45 DATE: 6/21/99 REV NQ. DWG BY: REV. DATE / " 12 IVARY 484 ASSOCIATES Nal.k mom= 061 Vti19116181TY WAY N.16 SEM% I& 90106 La: A i l l SINK — \ ` ®ik ®...._ / 1 �l % \. / 24• 36• 24. A i l l ` ®ik ®...._ CJ HBER GLASS SHOWER STALL CEMENT BD: 9 SHOWER BACK 4 SIDES 4 OF DRAIN FIN. FLOOR BUCK DoUN CONC. ® SHOWER STALL _ N FACE OF CEMENT BD. 4 CONC. Ifs cam IdtJ1 13D. 0 IA COUNTER 0 'SHOP . I,_0. VG -nll'� {�t1G+k -ltd 1;:, a IN1El1� lol.t w� .vlr 61e. fi Jam'' SECTION THpU f G.a - I N p84 15s5e0 DIJ koIN.6¢' L.- It I O 1 Zx NIA E 16. O.L. 1 3a" O SHOWER ENCLOSURE ''2 °= I'-0' FLAN LAY -N CEI ING % GYP. BD. SEALANT 4 lx3 WD. TRIM - PAINT - U G H IW @ IM>=iJSlcV SEALANT GROUT JT. SOLID spa • GYP. D. Ix WD. TRIM - PAINT 3 4' WIDE SHIM SPACE - GROUT SOLID ix3 WD. TRIM - %' GYP. BD. - PAINT TYP_ TYP. LOCKER 9 4' CDX PLYWD. BASE 2X6 P.T. BASE FRAMING 6' RUBBER BASE FLOOR LINE 2Xb P.T.PL SECURED TO CONC. w/ 30' PIA. QUICK BOLTS 24' O.C. 3 4' MDO PLYWD. SHELF BACK SUPPORT W/ 1x2 BIRCH NOSING - SECURED TO WALL W/ 3 4'4 LAG BOLTS 9 24' o c. SHELVING JT. WHERE OCCURS 2X6 BLOCKING BETWEEN STUDS 5/8 PLYWOOD GROUND l wi G SECTION 1X6 MAPLE TRIM 2X2 MAPLE TRIM 1X4 MAPLE TRIM 50' GYP.; BD. SECURE LOCKER TO BASE PER MGR'S INSTRUCTIONS O TYP, SECTION 0 LOCKER 3 3 4' MDO PLYWD, SHELF W/ 1x2 BIRCH N05NG - PAINT Da BIRCH EDGE KNAPE 4 VCGT • 94 ROE> TUBE 1 1/16' DIA. KNAFE 4 vOGT KV135 5TL. ROD SUPPORT SECURED TO PLYWD. BRACE 1X2 BIRCH EDGE 2 LAYERS OF 1 4' MDO PLYWD. BRACE 5/4•x1• BIRCH NOSING TYP. ROD SUPPORT TYP: ROD FLAN O DRS' ROOM SHELF 4 ROp 2 CHAIR RAIL e CREW ROOM gEGat?G GHAtR FAIL. T9 0414.1.- w/ 5 ! c• I.AG ss1uu s £ 2{ D.6. - gastlC imer, p- W/ 09. Wp P wE 2x6 BLK'G 2x4 NAILER 5/8' PLYW'D GROUND 2x8 NAILER BETWEEN STUDS c� 1 12' = I• -0' P.LAM. I FIRST COURSE 5/8' M.R. GYP, BD. -PAINT SEALANT I FIRST, COURSE I 4'.. HIGH P. LAM CONT. BACK - SPLASH ON 3/4' PLYWOOD 5/8' GYP, BD. ON 2x6 STUD WALL $ 16' o.c. -PAINT SATNROOM COUNTER P. LAM. OVER 3/4' PLYWOOD COUNTER TOP TYP. 4' SPLASH . SIDES I LG. 5TL. ANGLE EA. SIDE - CONNECT TO 2X4 FRAME W/ 2- 3/8'. DIA LAG BOLTS 2.4 FRAMING • WALL BEYOND - CONNECT TO BLOCKING o 1/2' DIA. LAG BOLTS 3 PER SIDE & BACK 1 4LTERNATE COURSE L' SHAPED BLOCK -CUT TO 5' LEG O TYF.CMU- OUTSIIDE CORNER 0 WAINSCOT 4 t• . r_m• 4 TYP.CMU- INSIDE CORNER 0 WAINSCOT 4 I I/2' X 1 I /4' x 1/8' 5T. STL. L NOSING SECURED W/ FLT.',HD. SCREWS o IY OG.. SIDE IX6 MAPLE NOSING EX RED APR 0 2 2002 D99- 0285 RECENE� CITY OF TUKWIL{` NOV - 8 1999 PERMIT CENTER PROJ. NO: 9t314 INTERIOR DETAILS DATE- Rev. NO. REV DATE Ma C.14 (T) ern 1•T�r vat SECTION A SIN PARTITION WALL •I'_ (2) %•'m CARRIDGE BOLTS 4x10 P.T. WO RAIL 5'x5'xl4'x10' LG STL ANGLE WELDED TO PIPE -TYP. 4'6 GALV. STL. PIPE ■ ligt ■ - —111Th = 11111= _ null =11 IImj 1= 111111_iilll -_t 12'0 CONC. FTG 30• DEEP -TYP. SECTION s BIN RETAINING WALL L _ _ 0 SECTION . RAMP 6' CONC. EL • - Wir .4 • 2, O.C. ArtroVF'J f , AG u'-' A r (z AL-- CD TYPICAL CURB SECTION 4z10 P.T. WD. GUARDRAIL 4 RESAR • 24 O.G. EACH WAY (2) 4 REBAR /461"W..1- lv BERM -jb() smlL RAILMG FTG. L -'- -� O SECTION s RAMP MATERIAL STORAGE BIN -ELEY a•, Ek EX P APR 0 2002 RE D99 -0285 TERMINATE NEW CURB g EXIST. CURB SEE SITE PLAN 5'x5'041'k10' LG. GALV. 5TL ANGLE UJELDED TO PIPE -TYP.. ke N, BOLT HOLES GALV. STL. 9 . - T _ 9 ' 7 ._ 9 . kePER Fr. DOWEL • 24 O.C. 15' - 6' (2) 0 4 DOWELS EARTH BERM • 4 BAR DOUIE • 24' O.C. 15' - S' 15'43' - ASPHALT PAVING EARTH BERM TYP. CONC. APRON I' • 1 ._ 0 • G'•'' 11,41 S(n/c6 �D(l+js At �SYr7a) a bL.D'' o•o. w/ caxfloL .5DIU ' u W-d" O.G. VOrarr l.tYovr )/ Aw►teOr REGEIVEC CITY OF TUK\ ��° NOV - 8 1999 PERMIT CENTER 0,,C, 3 ;999 sI�N 14uH HZ:11 zff w L'Hz Vl�O - < PROJ. NO 9814 MATERIAL 8TOR4GE DATE: 9/4/98 REV. NO. DU.G BY. REV. DATE 1!T491 CHK'p B'r utll EXCAVATION.■ ' LINE MIN 2' APPROVED STRUCTURAL FIL NOTE: REMOVE TOP 12" OF EXIST. SOIL AT FOUNDATION AREAS PRIOR TO PLACEMENT OF STRUCTURAL FIL TYP. EXCAVATION / FILL FOUNDATIONS 0 6" CONC. FLOOR SLAB 2" SAND P ~� BASE MIN. 12 APPROVED STRUCTURAL FIL BELOW SLAB AREAS SLOPE 3/4" = I' -0" O TYP. EXCAVATION / FILL a FLOOR SLAB 3/4" = 1' -0" BACKFILL GRADE 0 SECTION TRENCH GRATES GROILN SLOPE 1/4 "/12 COMPACTED SUB GRADE 2" ASPHALT PAVING OVER 4 COMPACTED BASE COURSE / , 1 TYP. ASPHALT PATH 3/4" = 1 -0" TRENCH COVER McKINNEY TGMB -I6 SLOPE TRENCH BOTTOM TO V CATCH BASIN 1 •4. 24" OC. — UNDISTURBED 5UBGRADE EXTEND STRICT. FILL MIN. OF 12" BEYOND FTC. FIBER JOINT FILLER W/ SEALANT 6 CONC. SLAB W/ •4 BAR E.W 24" O.G. T F STRUCTURAL FILL 3/4" = 1' - 0" 6 MIL vAPOR BARRIER 3/5" PEA GRAVEL CAPILLARY BREAK FIN GRADE •4 CONT. EXCAVATION i� LINE —/ MIN 2' APPROVED STRUCTURAL FIL t f. I$ •4 DOWEL OWEL >• 24" O.C. 2- 4 CONT. SECTION W STEM WALL ASPHALT BACKFILL TYP. THICKENED SLAB EDGE NOTE: REMOVE TOP 12" OF EXIST. SOIL AT FOUNDATION AREAS PRIOR TO PLACEMENT OF STRUCTURAL FIL ASPHALT TREATED O TYP EXCAvATION / FILL T1- IICKENED EDGE FOOTINGS 3/4" = I •_ O I EXTEND STRUCT. FILL MIN. OF 12" BEYOND FTC. STRUCTURAL FILL PAVING COURSE SASE COURSE (ATW) a°dg " " , O OD O °"°" 'T:1' 'P °" 0,;:P0 5" MIN. STRUCTURAL FILL MATERIAL AI-'r9 parrw P.-a o l ne17 to .u1 SHQ W ,J` TYP. EXCAVATION /FILL • D ASPI -4ALT PAVED AREAS 3/4" = I' -0" NOTE: STRIP THE TOP 12" OF ExiST. SOIL PRIOR TO PLACING STRUCTURAL FILL AND BASE MATERIAL SLAB EDGE 3/4" = 1, -0" 3/4 " =L -0 6" DIA. PVC. DRAIN PIPE VAULT • 233 -LA AS MANUFACTURED BY UTILITY VAULT CO. SECTION W CB 3/4" = 1' -0" PLAN I1EATI -ER STATION O PAD no V4" = I' -0" 6" DIA PVC PIPE = TO D PLAN W WASP ISLAND ( TOGO it i� �� �� p� i i�7�� i�t i i� i i, TYP- EXTRUDED O CURB 3/4" = 1' -0'• 10' -0" 10' -0" O NEW BLDG D99- CO PVC PIPE FROM TRENCH DRAIN TO CATCH BASIN j ::• RETAINING CCURS N II 3/4 = I' -0" PPR 0 2 2002 15"s PS 4" TOPSOIL OVER APPROVED EXISTING BACKFILL GRADE MATERIAL TYP BERM ® BLDG EXISTING OR NEAR ASPHALT PATH NOTE: LANDSCAPING 4 IRRIGATION AT BERM AREAS INSTALLED BY OUJNER RECENEC CIN OF ?UK` %"` NOV - 8 1999 PERMIT CENTER PROD- NO: 9814 UGH IS AO511E DETAt$ DATE: 8/4/99 111../44 1 1 1 40 14 ci) H 44 rn Hawa V �e 1:441a4 H F -� 1 --1 HUh�o HQ 0 } „ ' b 16 - ►= a� ®vta► - az 2' 6 .. ( 2 • -6 .. 2 • -6 .• I 21_6' -6 • 2 . -6 " 2y6 ",, 2•_6• r / -10" ® X , j " -12" TRENCH BOTTOM GRATES - OF TRENCH 8- 2' -6" LG. X 20 1/2 W. ® 113 \ BOTTOM W OF TRENCH WO / _1 L 6" CONC. SLAB? } / -3� � T IL JT. SECTIONS 1 X t EXCAVATION.■ ' LINE MIN 2' APPROVED STRUCTURAL FIL NOTE: REMOVE TOP 12" OF EXIST. SOIL AT FOUNDATION AREAS PRIOR TO PLACEMENT OF STRUCTURAL FIL TYP. EXCAVATION / FILL FOUNDATIONS 0 6" CONC. FLOOR SLAB 2" SAND P ~� BASE MIN. 12 APPROVED STRUCTURAL FIL BELOW SLAB AREAS SLOPE 3/4" = I' -0" O TYP. EXCAVATION / FILL a FLOOR SLAB 3/4" = 1' -0" BACKFILL GRADE 0 SECTION TRENCH GRATES GROILN SLOPE 1/4 "/12 COMPACTED SUB GRADE 2" ASPHALT PAVING OVER 4 COMPACTED BASE COURSE / , 1 TYP. ASPHALT PATH 3/4" = 1 -0" TRENCH COVER McKINNEY TGMB -I6 SLOPE TRENCH BOTTOM TO V CATCH BASIN 1 •4. 24" OC. — UNDISTURBED 5UBGRADE EXTEND STRICT. FILL MIN. OF 12" BEYOND FTC. FIBER JOINT FILLER W/ SEALANT 6 CONC. SLAB W/ •4 BAR E.W 24" O.G. T F STRUCTURAL FILL 3/4" = 1' - 0" 6 MIL vAPOR BARRIER 3/5" PEA GRAVEL CAPILLARY BREAK FIN GRADE •4 CONT. EXCAVATION i� LINE —/ MIN 2' APPROVED STRUCTURAL FIL t f. I$ •4 DOWEL OWEL >• 24" O.C. 2- 4 CONT. SECTION W STEM WALL ASPHALT BACKFILL TYP. THICKENED SLAB EDGE NOTE: REMOVE TOP 12" OF EXIST. SOIL AT FOUNDATION AREAS PRIOR TO PLACEMENT OF STRUCTURAL FIL ASPHALT TREATED O TYP EXCAvATION / FILL T1- IICKENED EDGE FOOTINGS 3/4" = I •_ O I EXTEND STRUCT. FILL MIN. OF 12" BEYOND FTC. STRUCTURAL FILL PAVING COURSE SASE COURSE (ATW) a°dg " " , O OD O °"°" 'T:1' 'P °" 0,;:P0 5" MIN. STRUCTURAL FILL MATERIAL AI-'r9 parrw P.-a o l ne17 to .u1 SHQ W ,J` TYP. EXCAVATION /FILL • D ASPI -4ALT PAVED AREAS 3/4" = I' -0" NOTE: STRIP THE TOP 12" OF ExiST. SOIL PRIOR TO PLACING STRUCTURAL FILL AND BASE MATERIAL SLAB EDGE 3/4" = 1, -0" 3/4 " =L -0 6" DIA. PVC. DRAIN PIPE VAULT • 233 -LA AS MANUFACTURED BY UTILITY VAULT CO. SECTION W CB 3/4" = 1' -0" PLAN I1EATI -ER STATION O PAD no V4" = I' -0" 6" DIA PVC PIPE = TO D PLAN W WASP ISLAND ( TOGO it i� �� �� p� i i�7�� i�t i i� i i, TYP- EXTRUDED O CURB 3/4" = 1' -0'• 10' -0" 10' -0" O NEW BLDG D99- CO PVC PIPE FROM TRENCH DRAIN TO CATCH BASIN j ::• RETAINING CCURS N II 3/4 = I' -0" PPR 0 2 2002 15"s PS 4" TOPSOIL OVER APPROVED EXISTING BACKFILL GRADE MATERIAL TYP BERM ® BLDG EXISTING OR NEAR ASPHALT PATH NOTE: LANDSCAPING 4 IRRIGATION AT BERM AREAS INSTALLED BY OUJNER RECENEC CIN OF ?UK` %"` NOV - 8 1999 PERMIT CENTER PROD- NO: 9814 UGH IS AO511E DETAt$ DATE: 8/4/99 111../44 1 1 1 40 14 ci) H 44 rn Hawa V �e 1:441a4 H F -� 1 --1 HUh�o HQ 0 6 • PVC. PIPE — ASPHALT 6" CONC. SLAB W/ PAVING •4 a 24" O.C. ElU. SLOPE 2- •5 CONT. SLOPE 10" SLAB WHERE OCCURS °SECTION o THICKENED EDGE 3/4" = I' -0" °SECTION 6 VAULT 3/4" = I' -0" STRUCTURAL FILL BELOW SLAB- MIN. R ELEV. OPEN / 16 . 8 TRAFFIC gRATE •44 -332 42" 10° ASPHALT PAVING SECTION OF CONC. SLAB a FUEL TANK 2 3/4" = 1' -0" •4 CONT. 444 -LA VAULT BY UTILITY VAULT CO. OR APPROVED EQ. STRUCTURAL FILL BELOW SLAB- MIN. 12• IuIl =IlII!II= -IIIIII -III _, CONC SLAB ® CONC. CURB 3/4" = I' -0" 1/2" R o EDGES STEEL CHANNEL TANK ANCHOR SKID 4 3/4" = i' -0" 2- .5 CONT- IIIIII - IIIIII .�an_Inin -umi�� IIIIII =IIIlI IIIII I= IIIIII - IIIIII =IOlI _ 111111E IIIIII - IIIIII° SECTION e TANK ANCHOR PROJ. NO 9814 FIEL ISLAIV SIIE DETAILS DATE: 1/22/99 DE BY REV. DATE 9 / -D / WU EXTRUDED CURB PLAN a FUEL ISLAND I /4" = 1' -0" •3030B VALUE BOX 4 "3030P COVER AS MANUFACTURED BY UTILITY VAULT CO. SET IN FLUSH W/ GRADE TYR BOLLARD TANK —' SUPPORT CHANNEL 11' -1 5/8" 6" HIGH' CURB - 8' -II" 6" CONC. CURB 8' -I" 6" SHUT 'OFF VALVE 0" GONG. SLAB W/ •4 a I6" O.G. 515 AIM FUEL CANOPY FOUNDATION PLAN I/4" = 1' -0" SLAB W/ "4 s 24" O.C. ELI. 1)99 -0285 G v --to oI re4- E yAEAi t22- G -1 CLow izClu nm VAL CATCH BAS1N R ELEV- 168 EXP 1 RED APR 0 2'200 n.6,t G REGENED CIN OF TUKWI�° HOV - 8 1999 PERMIT CENTER DEC 1, 6 c oo I•-10" / 8, -11" 8' -11" / 0 JT T/8 °0X8 AR DOWN- = SEE TEMPLATE FOR LOCATION \ 2 " "LG. TANK TIF hFCR QTY- 4 . 8" —\ r C.B. � `�21∎ — ■ - 6 • PVC. PIPE — ASPHALT 6" CONC. SLAB W/ PAVING •4 a 24" O.C. ElU. SLOPE 2- •5 CONT. SLOPE 10" SLAB WHERE OCCURS °SECTION o THICKENED EDGE 3/4" = I' -0" °SECTION 6 VAULT 3/4" = I' -0" STRUCTURAL FILL BELOW SLAB- MIN. R ELEV. OPEN / 16 . 8 TRAFFIC gRATE •44 -332 42" 10° ASPHALT PAVING SECTION OF CONC. SLAB a FUEL TANK 2 3/4" = 1' -0" •4 CONT. 444 -LA VAULT BY UTILITY VAULT CO. OR APPROVED EQ. STRUCTURAL FILL BELOW SLAB- MIN. 12• IuIl =IlII!II= -IIIIII -III _, CONC SLAB ® CONC. CURB 3/4" = I' -0" 1/2" R o EDGES STEEL CHANNEL TANK ANCHOR SKID 4 3/4" = i' -0" 2- .5 CONT- IIIIII - IIIIII .�an_Inin -umi�� IIIIII =IIIlI IIIII I= IIIIII - IIIIII =IOlI _ 111111E IIIIII - IIIIII° SECTION e TANK ANCHOR PROJ. NO 9814 FIEL ISLAIV SIIE DETAILS DATE: 1/22/99 DE BY REV. DATE 9 / -D / WU EXTRUDED CURB PLAN a FUEL ISLAND I /4" = 1' -0" •3030B VALUE BOX 4 "3030P COVER AS MANUFACTURED BY UTILITY VAULT CO. SET IN FLUSH W/ GRADE TYR BOLLARD TANK —' SUPPORT CHANNEL 11' -1 5/8" 6" HIGH' CURB - 8' -II" 6" CONC. CURB 8' -I" 6" SHUT 'OFF VALVE 0" GONG. SLAB W/ •4 a I6" O.G. 515 AIM FUEL CANOPY FOUNDATION PLAN I/4" = 1' -0" SLAB W/ "4 s 24" O.C. ELI. 1)99 -0285 G v --to oI re4- E yAEAi t22- G -1 CLow izClu nm VAL CATCH BAS1N R ELEV- 168 EXP 1 RED APR 0 2'200 n.6,t G REGENED CIN OF TUKWI�° HOV - 8 1999 PERMIT CENTER DEC 1, 6 c oo CONTRACTOR i_ THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS, BOTH FOR THIS WORK AND FOR ALL EXISTING CONDITIONS EFFECTED BY THIS WORK, PRIOR TO THE START OF WORK, AND IT SHALL BE HIS RESPONSIBILITY TO IMMEDIATELY NOTIFY THE ENGINEER SHOULD ANY DISCREPANCIES EXIST. IN NO CASE 51-IALL WORKING DIMENSIONS BE SCALED FROM ANY PLANS, SECTIONS OR DETAILS CONTAINED WITHIN THESE DOCUMENTS. 2. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE ERECTION BRACING AS REQUIRED FOR STABILITY OF THE STRUCTURE AND STRUCTURAL COMPONENTS DURING ALL PHASES OF CONSTRUCTION AND FABRICATION. 3. ANCHOR BOLTS SHALL BE PLACED ACCURATELY ACCORDING TO THE SIZE AND LOCATIONS SI-IOWN ON THE PLANS. ANCHOR BOLTS SHALL BE 3/4 "XS" UNLESS SHOWN OTHERWISE_ 4. THE CONTRACTOR AND ALL FABRICATORS SHALL SUBMIT COMPLETE SHOP DRAWINGS TO THE STRUCTURAL ENGINEER FOR APPROVAL AND SHALL RECEIVE SUCH APPROVAL PRIOR TO BEGINNING ANY FABRICATION. CODE AND SPECIFICATIONS I. 1951 EDITION OF THE UNIFORM BUILDING CODE (UBC) AS ADOPTED AND AMENDED BY THE CITY OF TUKWILA, WA. 1. AISC MANUAL OF STEEL CONSTRUCTION - NINTH (511H) EDITION. 2. ACI 318 -55 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. 3 AWS STRUCTURAL WELDING' CODE APPROPRIATE SECTION. DESIGN LIVE LOADS ROOF(SNOW) 95 -PSF FLOOR(LIVE LOAD) 100 -P5F WIND RO -MPI 1, EXPOSURE -"B" SEISMIC 70NE - "3" ALLOWABLE SOIL BEARING 9,000 -P5F CONCRETE ALL CONCRETE SHALL HAVE AN F'C = 3000 PSI, AND BE PROPORTIONED WITH NOT LESS THAN 5I/2-SACKS OF CEMENT PER CUBIC YARD. NO WATER REDUCING AGENT INCLUDING FLY -ASH SHALL SE USED TO REDUCE CEMENT CONTENT. PROPORTIONING AND PLACEMENT SHALL BE PER ACI STANDARDS. AN AIR ENTRAINING AGENT, CONFORMING TO ASTM SPECIFICATION C260, 51-IALL BE USED IN ALL CONCRETE MIXES FOR EXTERIOR SURFACES EXPOSED TO WEATHER ALL REINFORCEMENT 51-IALL BE PROVIDED MINIMUM COVER AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH -3- INCHES CONCRETE EXPOSED TO EARTH OR WEATHER NO. 6 THROUGH NO. IS - INCHES NO 515AR, W31 OR D31 WIRE, AND SMALLER ____I I/2- INCHES CONCRETE REINFORCEMENT GRADE 60 FY = 60,000 PSI PER ASTM A615. ALL REINFORCING SHALL BE DETAILED IN ACCORDANCE WITH ACI - 315 LATEST EDITION_ ALL CONCRETE FOUNDATIONS AND WALLS SHALL BE REINFORCED AS SHOWY ON THESE DRAWINGS. WHERE SPECIFIC REINFORCING DETAILS ARE NOT 51-1OWN SIMILAR DETAILS AS SHOWN SHALL BE USED AS APPROVED BY THE STRUCTURAL ENGINEER. MINIMUM REINFORCING SHALL BE AS FOLLOWS: 1)ALL WALLS 5I -IALL BE 5" IN THICKNESS AND REINFORCED WITH "5 -BAR5 SPACED AT 12" O_C_ IN EACH DIRECTION AND PLACED AT THE WALL CENTER 2)ADDITIONAL REINFORCING OF 2 - RUNNING CONTINUOUS 51-IALL BE PLACED AT THE TOP OF ALL. WALLS. WALLS SHALL BE TIED AT CORNERS WITH 1- r5, 90- DEGREE SEND DOWELS WITH 2' -0" MINIMUM LEGS LAPPED ONTO THE HORIZONTAL REINFORCING .4T 12 "0.C. AND WITH 1 -.5 VERTICAL CORNER BAR. TERMINATING WALL ENDS SHALL BE REINFORCED WITH 2 -'5 VERTICAL. 3) ALL WALL AND THICKENED SLAB FOOTINGS SHALL BE A MINIMUM 12" IN THICKNESS AND 15" IN WIDTH AND REINFORCED WITH 2 -"5 CONTINUOUS. 4) ALL CONCRETE SLAB ON GRADE 51-IALL BE 6" IN THICKNESS AND REINFORCED WITH •4 * 15" O.C. EW CENTER 5.) ALL POST AND COLUMN FOOTINGS 51-IALL BE 3' -0 "SQUARE X 12" THICK WITH 3 -"5 EACH WAY BOTTOM. ALL EXTERIOR AND THOSE OTHER CONCRETE FOUNDATIONS SUBJECT TO FROST HEAVE SHALL BE PLACED A MINIMUM OF 1' -6" BELOW LOWEST ADJACENT GRADE. GLUED- LAMINATED TIMBER MEMBERS GLUED - LAMINATED MEMBERS SHALL BE MANUFACTURED IN ACCORDANCE WITH UBC SECTION 230312. ALL GLUED- LAMINATED MEMBERS SHALL BE COMBINATION 24F -V4, WITH Fb =2,400P51_ MANUFACTURER 51-IALL SUBMIT SHOP DRAWING TO THE 'STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION. GENERAL STRUCTURAL NOTES SAWN STRUCTURAL LUMBER ALL SAWN STRUCTURAL LUMBER SHALL 13E GRADED AND MARKED IN CONFORMANCE WITH WCLB STANDARD GRADING RULES FOR WEST COAST LUMBER Na 11, LATEST EDITION. ALL FRAMING LUMBER 2 TO 4 INCHES THICK, USED FOR WALL STUDS WITHIN BEARING WALLS, SHEAR WALLS, AND EXTERIOR WALLS SHALL' BE HEM-FIRM AND SETTER, Fb -1,100 PSI. ALL OTHER FRAMING LUMBER 2 TO 4 INCHES TI -TICK 51 -TALL BE DOUGLAS FIR .2, Flo =515 PSI. WOOD FRAMING THE FOLLOWING WOOD FRAMING NOTES SHALL APPLY UNLESS 5I -IOUUN OTHERWISE. 1. ALL REFERENCE WITHIN THE CONTRACT DOCUMENTS TO MISCELLANEOUS METAL STRAPS, TIES, CONNECTORS, HANGERS AND OTI-ER TYPICAL CONNECTORS FOR WOOD FRAMING SHALL MEAN AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY, SAN LEANDRO, CALIFORNIA OR AS APPROVED EQUAL BY THE STRUCTURAL ENGINEER 2. ALL HEADERS UNLESS SHOWN OTHERWISE SHALL BE DOUBLE (2) -2 "X5° FOR OPENINGS UP TO 4' -0 ", TRIPLE (3)- 2 "XS" FOR OPENINGS UP 6' -O ", AND TRIPLE (3)-2"X10" UP TO 10' -0" 3_ ALL WALLS 51-IALL HAVE A DOUBLE TOP PLATE. WHERE BREAKS IN A PLATE OCCUR 11-1EY SHALL BE LAPPED BY THE OTHER PLATE A MINIMS-10F OF 4' -0" AND NAILED TOGETHER WITH 20d NAILS AT 6" O.C. STAGGERED. 4_ ALL ROOF TRUSSES SHALL BE ATTACHED AT THEIR END BEARING POINTS WITH SIMPSON H -1 HURRICANE CONNECTORS OR 'A34N CLIPS USO_ 5. ALL WOOD PLATES IN CONTACT WITH CONCRETE SHALL SE TREATED_ 6. ALL SHEAR WALLS 51-IALL BE ATTACHED AT THEIR BASE, WITH 12 "X5" KWIK BOLTS SPACED AT24 ", USO. THERE 51-IALL IN NO CASE EE LESS THAN FOUR (4) BOLTS PER WALL BASE 'ATTACHMENT. 1. ALL BEARING WALLS SHALL BE ATTACI -ED AT THEIR BASE WITH I!2 "XS" KWH< BOLTS SPACED AT 48" O.G. IF A WALL FUNCTIONS AS BOTH A BEARING AND 51-IEAR WALL,' SHEAR WALL BOLT REQUIREMENTS SHALL CONTROL. 5. ALL WOOD FRAME CONNECTIONS SHALL BE IN ACCORDANCE WITH TABLE 23- 11 -B -1 OF THE 1551 UNIFORM BUILDING CODE AS A MINIMUM, UNO_ 9_ ALL HEADERS AND SEAMS AT BEARING AND 51-EAR WALLS 51-1ALL BE CONNECTED TOGETHER WITH SIMPSON AC AND ACE POST CAPS, UNO. 10. ALL BEARING AND SHEAR WALLS 5I -IALL HAVE AT THEIR ENDS AND POINT OF SUPPORT FOR BEARING HEADERS DOUBLE STUDS AS A MINIMUM. 11. ALL POSTS N CONTACT w/ CONCRETE SHALL BE ATTACHED WITH SIMPSON ABU POST BASES. 12. ALL FLOOR TRUSSES, JOISTS, RAFTERS, AND ROOF TRUSSES SHALL BE ALIGNED TO BE SUPPORTED DIRECTLY OVER A STUD WITHIN A BEARING WALL BELOW WHERE SPACING OF STUDS AND FRAMING ALLOWS. 13. ALL FLOOR TRUSSES AND JOISTS, ROOF TRUSSES' AND RAFTERS WHERE SHOWN TO BE HUNG SHALL BE SUPPORTED BY SIMPSON LUP TYPE HANGERS OF APPROPRIATE SIZE TO FIT MEMBER 14. ALL FLOOR TRUSSES AND JOISTS; ROOF TRUSSES AND RAFTERS, WHERE DIAPHRAGM BLOCKING 15 NOT REQUIRED, MUST HAVE BRIDGING PERPENDICULAR TO SPAN PER MANUFACTURERES (TJM or equal) RECOMMENDATIONS. STRUCTURAL STEEL FY = 36000 PSI, ASTM A35 EXCEPT ALL STRUCTURAL TUBING 51-IALL BE PER 4500, GRADE B, FY = 46;000 PSI. FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH RISC SPECIFICATIONS_ ALL WELDS SHALL BE 3/16" MINIMUM CONTINUOUS FILLET, UNLESS SHOWN OTHERWISE ON THESE DOCUMENTS. ALL WELDING 51-IALL BE IN ACCORDANCE WITH AWS SPECIFICATIONS AND PERFORIED BY AWS CERTIFIED WELDERS. ALL BOLTS SHALL BE ASTM A301 EXCEPT A325 AT RIGID FRAMES. PLYWOOD ROOF SHEATHING ALL PLYWOOD FOR ROOF DECK SHALL BE 5/5" STRUCT -II, C -D GRADE IN CONFORMANCE WITH UBC STANDARD 23 -2 OR 23-3. PLACE WITH FACE GRAIN LAID PERPENDICULAR TO THE SUPPORTING MEMBERS. PLYWOOD SHALL BE SUPPLIED WITH PANEL INDEX 32/16 s 5/8 ". ALL SIDE JOINTS IN PLYWOOD SHEETS 51-IALL BE STAGGERED 4' -0" TO CONFORM TO UBC TABLE NO. 23- 11 -1-I, CASE 1 4 3. PLYWOOD 51-IALL 8E BLOCKED AND NAILED AS SET FORTH WITHIN THESE DOCUMENTS. UNLESS GREATER NAILING IS SHOWN USE: SUPPORTING' EDGES AT 6" O.C: INTERMEDIATE FRAMING -Bd AT 12" O.C. PLYWOOD WALL SHEATHING PLYWOOD WALL SNEATI-IING SHALL BE MINIMUM 15/32" STRUCTURAL -II, CD- GRADE FOR EXTERIOR USE IN ACCORDANCE WITH UBC STANDARD N0.23- 2 OR 23 -3. 51- EATI-4ING 51 -TALL BE APPLIED DIRECT TO FRAMING AND ATTACHED WITH Sd GALVANIZED COMMON NAILS AT 6" O.C. AT PLYUIOOD PANEL EDGES AND 12 " O.C. AT INTERMEDIATE FRAMING UNLESS 51-10WN OTHERWISE ON ON THESE DOCUMENTS. UNSUPPORTED PLYWOOD EDGES 51 -TALL BE BLOCKED AT ALL SHEAR WALLS. FOR DETAILS OF PLYWOOD 5I-EAR WALLS SEE '5CINEDULES'. SHOWN WITHIN THESE CONTRACT DOCUMENTS. 4 MIL v8. ® SLAB ON GRADE 14 t dee.e AVe LAP r pUol% 54 PRE- ENGINEERED TRUSSES I. BUILT -UP PRE- ENGINEERED WOOD TRUSSES AND HALF' ROOF TRUSSES WITH METAL' SIDE PLATE CONNECTORS 51-IALL COMPLY WITI -1 NF.PA! "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" AND WITH TPI STANDARDS' INCLUDING "QUALITY STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES ". 2. PRE - ENGINEERED WOOD TRUSSES SHOWN AS "TJI" AND "TJL" 51-IALL BE AS MANUFACTURED BY "TRUS JOIST MACMILLAN ", OR AS APPROVED EQUAL BY THE STRUCTURAL ENGINEER 3. SEE' SHEET S4 FOR DESIGN LOADING CRITERIA ON PRE - ENGINEERED WOOD ROOF TRUSSES. 4. THE TRUSS SIZES FURNISHED FOR THIS PROJECT ARE DESIGNED FOR THE INDICATED LOADS ONLY. CONTRACTOR SHALL NOT STACK MATERIAL OR OTHERWISE LOAD TRUSSES BEYOND LOADING (INDICATED. IF CONTRACTOR IS IN DOUBT CONTACT STRUCTURAL ENGINEER PRIOR TO ANY LOAD PLACEMENT. 5. ALL TRUSS MANUFACTURERS SHALL SUBMIT COMPLETE 51-1OP AND ERECTION DRAWINGS. 'BUILT-UP TRUSS MANUFACTURERS USING METAL SIDE PLATE CONNECTORS SHALL INCLUDE WITHIN THEIR' SUBMITTAL CALCULATIONS FOR' SUCH METAL SIDE PLATES. A SINGLE SOURCE ENGINEERING RESPONSIBILITY FROM EACH TRUSS MANUFACTURER SHALL BE PROVIDED CERTIFYING THAT THE TRUSSES ARE ENGINEERED TO SUPPORT THE INDICATED SUPERINPOSED DEAD AND LIVE LOADS REQUIRED. SUCH CERTIFICATION AND CALCULATIONS SHALL BE STAMPED 8Y A STATE OF WASHINGTON REGISTERED STRUCTURAL ENGINEER TRUSS FABRICATION SHALL NOT BEGIN PRIOR TO REVIEW AND APPROVAL OF 51-1OP DRAWINGS AND CERTIFICATION 81 THE' STRUCTURAL ENGINEER. • CRUSHED 1/8" cl /2" BASE COURSE PRET10LDED JOINT STRIP A TYPICAL SLAB ON GRADE & CONTROL JOINTS 3/4° • 1 A / /\� \ ✓I� \ ��\ /��� �\ ® DUMMY JOINT SEE ARCI -1 DWG5 FOR LOCATIONS 4 DETAILS TYP. FLOOR DRAIN 3/4" = 1' -0" DRAWING LIST: NOTE: FOR SOG REINF SEE PLATT 12"xl.ULL DEPTI -I EXPANSION JOINT w/ CAULKING SEALANT BREAK SLAB BREAK SL • - REINF.. JOINT REIN • JOINT \ \ Zata 'JF"`_ •4 Z -DOUEL 2' -0. • 24 O.C. (U-•4 ccri (TYPJ VARIES SEE ARCML ""4 0 "� DOUEL KEYED CONST JT_ ® EXPANSION JOINT ® CONSTRUCTION JOINT FOR REIrF_ SEE PLAN • O TYPICAL DEPRESSED SLAB ON GRADE 3/4 ° • I' -0° D99 /� /� EXPIRED RECEIVES ■285... CITY OF TUw�n.il .. NOV - 8 1999 APR 0 2 2002 .ERMIT CENTER CREW BUILDING: S0 - GENERAL STRUCTURAL NOTES * 5.Ofs. TYP. DETAILS SI - FOUNDATION PLAN 4 DETAILS 52 ROOF PLAN 4 DETAILS 53 - DIAPHRAGM PLAN, SHEAR WALL SCHEDULE 4 DETAILS S4 - PRE- ENGINEERED ROOF TRUSS LOADING MAINTANENCE SHEDS: S5 - FOUNDATION PLAN 4 DETAILS S6 - ROOF PLAN, SI -(EAR WALL PLAN 4 DETAILS II�p 9 , ^C 3 1339 W O U FYI Nn Date Er BY Chad by Own By Bieet No. SO OUTSIDE FACE OF EXT. WD. SW WALL OUTSIDE FACE OF CONC 15/32" CD -PLY (2) 5 CONT C TYPICAL PERIMETER FOOTING Si 3/4" • 1'-0" +�sT: S•P o L p� op• 9JI3 1 G I2Z E �l tl SLAB ON GRADE (SEE PLAN) INT.2x6 WD ST WALL 15/32" CD -PLY 1 El HA (2) 5 CCNT TYPICAL INTERIOR FOOTING 22 ®BRG. & SHEAR WD STUD WALL SLAB ON GRADE (55E PLAN) 2x6 WALL WALL FOOTING (5EE PLAN) `III -11 i -111 I 1/2" ox 8" KWIK BOLTS • 24" os. (TYP.) SLAB ON GRADE (SEE PLAN) P `s" 5,L.EV. l0.6' III- FOR FLOW SLAB 1 = I 1 WATERPROOFING SEE r ARCH'L DUGS. 4 SPECS. /2 8" IQUI K BOLTS •24 NOTE: SEE SI-IT SS FOR HOLD DOOMS REQ • SHEAR WALL ENDS —11 1-1 1 1 4-MIL $_ FOR I I_I 1 1 DlhlEtMi v OF FOOTING, OONT_ P -6" °4x 8" KWIK BOLTS • 24° oL. (TYP) TYP. 2x6 WALL w/ 4" CMU SILL 0 BASE SI 3/4" = 1' -0" 1:•L• 11.1' 4"x6" Chi SILL GROUTED SOLID FOR LOCATION5 SEE ARC It PLAN 4•5.11. SLAB ON GRADE (SEE PLAN) GLIMPE FACE 1. .b 5111P WALL All— Alla= FACE b.G STUD W/(J I I11 11L=1II- 1' -6" 2' -0" ITIP Cr B' BM: WALL I0' -0" 12' - 16•_0" 1 -0 " 10-0" 36' -0" 36' -0" 0 CM/ UTU* 6" SLAB • GRADE w/ 6x6 -WL xW1.4 U.LLF CONTRACTOR SHAL JOINTS. CONTRACT CONTROL JOINT LAY 22' -0" 86' -0" 22' -0" 22' -0" 16` -0" 1'-6" Gi1T W6e FACE b,G 51UP WALL GUTS FALE ' SPUD WALL 0 n CUTOPE GF FGbTn3 TYP. 2' 0"- GUTSGC FACE 47 STUD WALL 3/16 CO FOUNDATION PLAN - GREW BUILDING 21'2" i'-0" BP -2 1/2" TYP. 3/4" WALL PTO. WALL. PTO. 1' o".1' 0"x'6" ,e m/ (4)- 4 4'4x8" ANCHOR BOLTS NOTE : ALL BASE IE BOLT HOLES 544ALL BE DRILLED TO BOLT DIAMETER PLUS I/16" FOR A. NET DIAMETER EQUAL TO 13/16 ". WA L FTO_ L50' -0 CIOf4 FOR eXAGT 02B 4 LOGAlliai GF GPEl•106 n mot * °R VIALS aE AROHL 0.43 3'-0• D99 � 6 Q T3I E FAX 4b STUD W/Y.L CUIVEC SPBC GF - rc3. FOEL CAM MIA MiI3 WALL • FALL O B" Ecaviii ic4 WALL 3O TYPICAL INT. SPREAD FTG. 0 TS. COL 3/4" = I' -0" SEC B -B 4" S.Ols. C FIG. 4 PEDESTAL PLAN COL. =111111 =I I I I I I =III IH=I SEC A-A DOVE SECTION A -A � T BASE w 6 A a SECTION B -B O EXT. COL & "FOUND. ® PORCH 3/4° = 1'-0" (8)-5 VERT 0 3 TIES . 6= oo. 4 ut +4 $40RIZ TEMP RENF • 18" OZ. ►4 VERT DOLLED 6 ' • 18' OL:. 62" ; DOLLEL -0285 4 LR, 0 Elea,- APR 0 22002 AIR SPACE 2x6 EXT. WD. STUD WALL 15/32" CD -PLY NOTE_ ALL WOOD IN CONTACT WITH CONCRETE SHALL GLR G" 6414. 5L# 3 (2) -5 CONT. TOP 5 • 18" O.C. T4B S CANT. RET. WALL & EXT. WALL N. SIDE 3/4 = P_IDe I�. T1 - • flor . RECEIVED CITY O F.TURY�.' Nov - s 1999 PERMIT CENT-. O U O 0 2 Prcj Nn MASSE p Ere By 9� � 1 Cht d by P86 Ilvn By RE Sheet Na Si 5 ft 2 " -0" 3' -ID° 4 ft' P -6" 2'_6" 3 Ft P -0" 2' -0 ", 2 ft 8" 1'- 8 ",.... OUTSIDE FACE OF EXT. WD. SW WALL OUTSIDE FACE OF CONC 15/32" CD -PLY (2) 5 CONT C TYPICAL PERIMETER FOOTING Si 3/4" • 1'-0" +�sT: S•P o L p� op• 9JI3 1 G I2Z E �l tl SLAB ON GRADE (SEE PLAN) INT.2x6 WD ST WALL 15/32" CD -PLY 1 El HA (2) 5 CCNT TYPICAL INTERIOR FOOTING 22 ®BRG. & SHEAR WD STUD WALL SLAB ON GRADE (55E PLAN) 2x6 WALL WALL FOOTING (5EE PLAN) `III -11 i -111 I 1/2" ox 8" KWIK BOLTS • 24" os. (TYP.) SLAB ON GRADE (SEE PLAN) P `s" 5,L.EV. l0.6' III- FOR FLOW SLAB 1 = I 1 WATERPROOFING SEE r ARCH'L DUGS. 4 SPECS. /2 8" IQUI K BOLTS •24 NOTE: SEE SI-IT SS FOR HOLD DOOMS REQ • SHEAR WALL ENDS —11 1-1 1 1 4-MIL $_ FOR I I_I 1 1 DlhlEtMi v OF FOOTING, OONT_ P -6" °4x 8" KWIK BOLTS • 24° oL. (TYP) TYP. 2x6 WALL w/ 4" CMU SILL 0 BASE SI 3/4" = 1' -0" 1:•L• 11.1' 4"x6" Chi SILL GROUTED SOLID FOR LOCATION5 SEE ARC It PLAN 4•5.11. SLAB ON GRADE (SEE PLAN) GLIMPE FACE 1. .b 5111P WALL All— Alla= FACE b.G STUD W/(J I I11 11L=1II- 1' -6" 2' -0" ITIP Cr B' BM: WALL I0' -0" 12' - 16•_0" 1 -0 " 10-0" 36' -0" 36' -0" 0 CM/ UTU* 6" SLAB • GRADE w/ 6x6 -WL xW1.4 U.LLF CONTRACTOR SHAL JOINTS. CONTRACT CONTROL JOINT LAY 22' -0" 86' -0" 22' -0" 22' -0" 16` -0" 1'-6" Gi1T W6e FACE b,G 51UP WALL GUTS FALE ' SPUD WALL 0 n CUTOPE GF FGbTn3 TYP. 2' 0"- GUTSGC FACE 47 STUD WALL 3/16 CO FOUNDATION PLAN - GREW BUILDING 21'2" i'-0" BP -2 1/2" TYP. 3/4" WALL PTO. WALL. PTO. 1' o".1' 0"x'6" ,e m/ (4)- 4 4'4x8" ANCHOR BOLTS NOTE : ALL BASE IE BOLT HOLES 544ALL BE DRILLED TO BOLT DIAMETER PLUS I/16" FOR A. NET DIAMETER EQUAL TO 13/16 ". WA L FTO_ L50' -0 CIOf4 FOR eXAGT 02B 4 LOGAlliai GF GPEl•106 n mot * °R VIALS aE AROHL 0.43 3'-0• D99 � 6 Q T3I E FAX 4b STUD W/Y.L CUIVEC SPBC GF - rc3. FOEL CAM MIA MiI3 WALL • FALL O B" Ecaviii ic4 WALL 3O TYPICAL INT. SPREAD FTG. 0 TS. COL 3/4" = I' -0" SEC B -B 4" S.Ols. C FIG. 4 PEDESTAL PLAN COL. =111111 =I I I I I I =III IH=I SEC A-A DOVE SECTION A -A � T BASE w 6 A a SECTION B -B O EXT. COL & "FOUND. ® PORCH 3/4° = 1'-0" (8)-5 VERT 0 3 TIES . 6= oo. 4 ut +4 $40RIZ TEMP RENF • 18" OZ. ►4 VERT DOLLED 6 ' • 18' OL:. 62" ; DOLLEL -0285 4 LR, 0 Elea,- APR 0 22002 AIR SPACE 2x6 EXT. WD. STUD WALL 15/32" CD -PLY NOTE_ ALL WOOD IN CONTACT WITH CONCRETE SHALL GLR G" 6414. 5L# 3 (2) -5 CONT. TOP 5 • 18" O.C. T4B S CANT. RET. WALL & EXT. WALL N. SIDE 3/4 = P_IDe I�. T1 - • flor . RECEIVED CITY O F.TURY�.' Nov - s 1999 PERMIT CENT-. O U O 0 2 Prcj Nn MASSE p Ere By 9� � 1 Cht d by P86 Ilvn By RE Sheet Na Si 01: E p )1s1 � , ' ' LINE 86,0n 3 oina y _ N N NF 4 l__. nUl9• L-1LL 1.0-168 _ -1 p I F S P . . 1- P �f� I �.O 42. 1 1 ® 11 ' ® J ' RIDGE L ®',!♦ 1 1 1 1 11 I Ii l lil I I I ® 4' -0° 22' -0 2 ® .3. RIDGE LNE 12'-0 16'-0 ' 2 24' -0" , 22' 2 22'_0 `, ® I I6' -0' I III I 1111111 M MM. II G-Ian 110 -19 J S2 T -2 MONO TRUSS 2'-0" 0.C. PRE -ENG. ROOF TRUSS 6 2 - 0 " O.C. ELEV. _ GL BEAM PER PLAN 5/8" CD PLY. SIMPSON CCO COL. CAP w/ (4) -3/4" • MB TS COL. PER PLAN L_\ COL. SECTION A -A COL. T -1 STUBBED TRUSS e 2' -0" O.C. SIMPSON CCO COL. CAP w/ (4)-3/4"4 MB 3/16 A O GL BM. CONN. 0 TS. COL - GRID LINE D 3/4" . I' -0" SIMPSON ECC COL. CAP w/ (3) -3/4" m MB COL. 3/16" TS COL. PER PLAN TYP. 66 GL BM. 0 END COLUMN 3/4" , 11_ 5/8" CD PLY OUTSIDE FACE MD STUD WALL FORM GABLE w/ 2•6 CRIPPLE SIMPSON 1-11 CLIP s EA TRUSS LOC. 15/32" CD PLY OUTSIDE F AGS WD STUD WALL 12 2x BLOCKING BEVELED TO FIT T -2 MONO TRUSS e 2' -0" O.C. 2x6 STUD a 2' -0" O.0 (2) -2x6 STUD e PLY. PANEL EDGES NOTE e SIM_ CONDITION T-I STUBBED TRUSS OCCURS a 2' -0" O.G. 1O EXT. WD STUD WALL W/ TRUSS PERP 3/4'• I • -0" ROOF FLAN - CREW BUILDING SIMPSON ECC 5 COL. CAP w/ (4) -3/4" 4> MB 2x6 TRIMMER NAIL TO POST w/ 16d NAILS a 12" O.G. T T T —SEE SW 5C1-IEDULE DETAIL 2/53 FOR STRAP GL BWL PER PLAN 4x6 TIMBER POST 2 G.L BM. 0 (3) -2x6 END COLUMN 3/4" 1'-0" 1 NOTE AT GRID LIE 3J 4 O USE TRUSS TYFE T-4 4 T -5 SEE SHEET 53 FOR ADDITIONAL NFORMATION B/32" CD PLY e SIM _ COND. E 2x6 EXT. WALL w/ A 2x6 CRIPPLE WALL TO BOTT. OF ROOF PLY. B/32" C 5/8" CID PLY_ -ENG. ROOF TRUSS 2x6 STUD;, g 2' -0" O.0 (2) -2x6 STUD e PLY. PANEL EDGES 3 E WD STUD WALL W/ TRUSS PARALLEL 3/4" = I' -0" Wm" 2��Z pP ? T -2 MON TRUSS D99 -0-285 A34 CLIP EA. SIDE T -3 MONO TRUSS TO SUPPORT 2x10 ROOF JOISTS e CATHEDRAL CEILING 5/8" CD PLY. FACE OF AIRING WALL IDE FACE TUD Ut4LL 2x10 ROOF JOIST e 1' -0" O.G. O ROOF IOIST m CATHEDRAL CEILING 3/4 RECEIVED CITY OF TUKU " "' NOV - 8 1999 PERMIT GENIE (U N F 4 z z 3 a d I viz p o ; d HILT! BOLT SCHEDULE FORSIMFaON- HOLDOUNS SIMPSON BOLT DESIGNATION BOLT DIA (IN) EMBEDMENT LENGTH (M) HD2A KWIK BOLT 11 EXPANSION ANCHOR 5/8" DIA 8" 1 I- IOLDOUIN DETAIL SCALE: 3/4 " =I' -0" 51MPSON LSTA 30 STRAP — FILL ALL HOLES w/ 10d NAILS i AT S3 USE SIMPSON MSTI 12 FILL ALL HOLES w/ 10dx1Vz" NAILS NOTE: SPLICE 4' -0" MIN. EDGE NAIL PLY TO EA. CHORD CHORD PER SHEARWALL SCHEDULE SIMPSON ND HOLDOU.N PER SHEARWALL SCHEDULE NOTE: FOR LOCATION OF INTERIOR WALLS SEE ARCH'L. HOLDOILN AT END OF WOOD STUD SNEAK WALL EXPANSION BOLT PER BOLT SCHEDULE cONCiat l t FND GL BEAM PER PLAN SIMPSON ECG COLUMN CAP (2)- 5IMPSON LSTA 30 FILL ALL HOLES w/ 10c1 NAILS TYP. TOP fiE (CI -LORD) Si�L I CE SCALE: i/2 " =I' -0" 3/4" - 1' -0" SIMPSON A34 CLIP 12" O.0 PULL LENGTH 2x6 STUD le 2' -0" O.0 26'-0" 26' -3" DINT. SW w/ SHEATHED TRUSS STRUT GL STRUT' NAILING SCHEDULE DIAPHRACs 1 BOUDARY USE 5, 8" CD PLY, BLOCKED NAIL AS FOLLOWS Sd g 6" o.c. AT ALL PANEL EDGES Sci ® 12" o -C. FIELD ZONE AREA USE 4's" CD PLY w/ act NAILS g 6" o_c_ AT ALL SUPPORTED PANEL EDGES, UNBLOCKED. 148' -0" FEILD NAILING (TYPE FER 'FLAN N 86•_0" ND1 GL STRUT DIAPHRAGM BOUNDARY NAILING DIAPHRAGM BOUNDARY BLOCK ALL EDGES ROOF' SNEATNING LAYOUT (2) -2x6 STR.AT — PLY -LAID UP W / FACE GRAIN PE ENDIWLAR TO FRAMING' BELOW, STAGGER END JOINTS AS 51-101114 SNEAK WALL SCHEDULE e:e�L L1949111 TOTAL SMEAR uara�we "FCwnw No.oraoes ruL amE FEMME! rneeae nary END Frx.oxvK 01,601 a>FUr EMIT ++aoxw wtn�wc MOLT n rrs 'AV "wr a".iLP, TIM waNS nu.as rsacdo COI-SEE roots "o DID, 111.6 eEr.�a eEn>< r�eau.e An 301 10' -4" L4 133 6132° CD ONE 8d 6 ti' O.G YES 2 -2x6 IO HD2A TRUSS 15 2/33 I/53 I/2" DIA. • 36" 0.C. 502 148' -0' 3b 24 6/32" CD ONE ec 6" 12. OTC. YES 2 -2x6 - -- N/A 2 -2x6 Ie 4 3/33 WA I/2" DIA. • 48" 0.C. 33)3 13'_1" 3D 221 6/32• CD ONE 8d 6 12 0.C. 135 2 -2x6 2J HD2A 2 -2x6 fE 3 3/33 1/83 1/2" DIA. a 36" 0.C. 504 5' -9" I3 221 6/32• CD ONE 8d 6' 12" 00_ YES 2 -2x6 23 HD2A 2 -2x6 IE 15 2/53 I/53 1/2 Di4. • 24" OTC. 3W5 B' -1" 3J 221 6/32" CD ONE 8d 6" Q O.C. YES 2 -2x6 10 14D2A 2 -2x6 R 3 3/53 I/53 1/2" DIA • 36" OG_ 5u 5' -0" 83 166 15/32 co ONE, 8d 6• 12. 0.0. YES 2 -2x6 12 HD2A GL3J25x12 1 2/33 /53 1/2" DIA. • 12" 0.C. 301 12 20 166 6/32• CD O J5 8d 6° 12" 0.C. YES 2 -2x6 b0 ID2A GL3J25x12 15 2/53 1/53 : 1/2" DIA a 36" O.C. r 503 8'_0" L4 166 5/32• CD ONE Bd , @" OTC. YES 2 -2x3 40 14D24 GL3J25x12 1 2/53 153 I/2" DIA • 24" O.C. 3W3 1' -9" 13 166 6/32 CO ONE Sd 6" 12" ac. YES 2- 2x6 40 HD2A GL3J25x12 1 2/53 I/63 1/2" DIA • 24" O.C. 3W10 4' - 44 103 5/32• C 2 ONE 8d 6• It" OC. YES 2 -2x6 b4 HD2A GL3J25x12 5 2/53 I/53 /2" DIA • 12 O.C. 5113 3T -1 105 218 6/32° CD ONE 8d 4" 12" or, YES 2 -2x6 L6 HD2A GL3J25xI05 I05 4/83 1/53 1/2" DIA • 48 OC Swl2 21' -1" 54 196 532" CD ONE Sd 6" 12" OC YE3 2 -2x6 10 .: 3 2A TRUSS 5.4 3/63 1/53 1/2" DIA. • 48 ° O.C. .. 511113 6' -5" 86 133 6/32° CD ONE 8d 6" 12" O.C. YES 2 - 2x6 -- : W4 TRUSS 1 2/53 N/A I/2" DIA • 24" 0.C. RECEIVEG :ITY OF TUK4N OV - 8 1! PERMIT CENT Chkd by PSW Dan ey QE St Na PS 4 c 7 SUPER IMPOSED (LL) SNOW = 25 PSF TOP CHORD (DL) = S PSF BOTTOM CHORD (DL) = 6 PSF P -- -- -- - - -- NOTE: FOR TRUSS TYPE T -4 USE 2x8 MEMBER FOR BOTT_ CHORD t - T - I 4 T -4 STUSSED TRUSS LOADINGr I AGRAM NOTE. 1. ALL TRUSSES T -1 TW OUCH T -4 ARE °PRE- ENGINEERED ROOF TRUSSES BY TRUSS MANUFACTURER. 2_ APPLY SUPER IMPOSED DL AND LL AND WIND N ACCORDANCE WITH 1997 UBC, CHAPTER 16 AND 23 SUPER IMPOSED (LL) SNOW = 25 PSF TOP CHORD (DL) = 8 PSF BOTTOM CHORD (DL) = 6 PSF 7 77 77 77 �- NOTE: OC FOR TRUSS TYPE T -5 USE 2x8 MEMBER FOR BOTT_ CI -IORI 2 4 T - 5 MONO TRUSS LOAD 1NG DIAGRAM NOTE: WIND LOAD : SOMPH, EXP "B•• SUPER IMPOSED (LL) SNOW = 250 PLF TOP CHORD' (DL) = 10 PLF BOTTOM CHORD (DL) = 60 PLF `7 7 t7 77 77 T -3 MONO TRUSS LOAD INCA D IAC RAM El -1)99-0285 APR 0 2 2002 RECEIVEG CITY OF ?UKN'i� NOV - 8 1999 PERMIT CENTER I palms 2-5-99 I Poi No. PW Date By 07/49 9 DJB CI>bd by PSW Den By GB 1 J s / ; BOLT DESIGNATION BOLT DIA. (IN) EMBEDMENT LENGTH (IN) CHORD 1-1D2A KWIK BOLT H EX NOR 5/8" DIA. B" ) -2x (2)-2x6 HDSA KWIK 80LT II' EXPANSION ANCHOR 3/4" DIA_ 8" (2) -2x6. 4D8A H LTI BOLT SCHEDULE FOR SIMP° V HOLDOUNS SIMPSON HOLDOI:.N BOLT DESIGNATION BOLT DIA. (IN) EMBEDMENT LENGTH (IN) CHORD 1-1D2A KWIK BOLT H EX NOR 5/8" DIA. B" ) -2x (2)-2x6 HDSA KWIK 80LT II' EXPANSION ANCHOR 3/4" DIA_ 8" (2) -2x6. 4D8A HITHY150 INJECTION ADHESIVE 1 /S - 'DIA. 1 I/2" (2) -2x6 HILT! BOLT SCHEDULE FOR SIMPSON HOLDOUNS SIMPSON HOLDOUIN BOLT DESIGNATION. BOLT DIA (n.11 EMBEDMENT _ LENGTH (IN) CHORD HD5A KWIK BOLT 11 EXPANSION ANCHOR 3 /4 °DIA 8" (2) -2x6 HD8A HIT HY 50 INJECTION 4NCHOR 1 /8° DIA '. - 1 J2" (2) -2x6 STUD LUAL EXT. CF FINISH GRADE 11 -111_7111-7111_7111 SCALE: 3/4 -0° T'A'P_ TURNDOWN FOOTING (2) -5 CONT, FOUNDATION FLAN CONC. SLAB 4 REINF. PER PLANT 2 CONC- WALL e NORTI -I ELEVATION SCALE: 3/4 "•I' -0" n'-0" STUD 4w.L 6 GONG: 9LAB ON GRADEw/ 6x6 - 4114 .4 ME.. -- C EA COLUMN .TOMS SHALL R E CENTERED ON CE NTR N EA DIRECTION. SPACE CONiROI. JOINTS PER ARCFI'L_ DRWUINGS. SUW1R CONTROL -*NT LAYOUT AND VERIFY W ARCHITECT FOR APPROVAL. m Ir1r`I■I SCALE: VS " 1'-0° O Cam- - COL / 9T ID�IU4LL SCALE: 3/4 11 •1' -0" TYP, INTERIOR FOOTING EMBEDMENT PER HILTI BOLT SCHEDULE EDGE NAIL PLY TO EA. CHORD CHORD PER 51-EAl2l6ALL SCHEDULE SIZE 4 NO. OF BOLTS PER SIMPSON SM.PSON HD HOLDOUN PER EHEARLIALL SCHEDULE NOTE= FOR LOCATION OF INTERIOR WALLS SEE ARCH'L HOLDOUN AT END' OF WOOD STUD'. SHEAR WALL. EXPIRED APR 0 2 2002 1)99 -nlQ EXPANSION BOLT PER BOLT SCHEDULE E CONCRETE WALL TYP_ FOOTING BEYOND FOO BOND BEAM PER ARCI- L GROUT SOLID EMBEDMENT_ PER HILTI SCHEDULE SIMPSON CE66 OR SIMPSON. CB46 FINISH GRADE I 1I H TRIMMER NOTE: FOR LOATION 01- INTERIOR WALLS SEE ARGH'L. HOLDOWN AT END OF WOOD STUD SHEAR WALL SCALE: 3/4 "• 1' -0" 3" MIN NOLDOWN COL 2' -6° x 4' -6 3" MIN OR SIMPSON � FINISH GRADE-\ W>� 1 El I I l_I l FI I mi = = m AIIIIIIIIVIINSIIIIIIINIIMINfa EDGE NAIL PLY TO EA. CHORD CHORD PER SHEARWALL SCHEDULE SIZE 4 NO. OF BOLTS PER SIMPSON'., SIMPSON '.ND HOLDOWN PER SHEARL4LL SCHEDULE 5 FNORIL FOR COLS. SEE PLAN CONC. SLAB 4 REINF. PER PLAN F SIZE SEE PLAN (2) -5 CONT. (2)-5 CONT. CONT_ REINF. CMU ur /_ •4 DOWELS x '4F X32° oc_ EXPANSION BOLT 8 PER BOLT SCHEDULE CONCRETE WALL/ FOUNDATION I1- 111- 111'-1 v (5) -5 EA WAY O TYF. COMBINED FOOTING SCALE:314°.I' -0 }-4611E sf}�"" J I � � ()ir l ric'TN (3) -5 EA 8.4Y �I N.• PERMIT CENTER RECEIVED CITY OF N!clnm ,: NOV - 8 1999 Jo co On 1- 4OLDOUJN G cdku Gurig O TYP. PERIMETER FOOTING �, - -� SCALE: 3/4 ".1' -0" f f 'ic►�i!V , SCALE: 3/4"><1' -0" t ,. 11 _; r D6 12 Ncj No RNA986 ,p Date Ere BY 4 7 / quad by PSW DNIn By 4.8 SCALE: 3/4".1 CAL BEAM CONN. EM. OF STUD LLWL EXT. OF STUD WALL EXT. CF STUD WALL 2x5x/' -0• STRUCTURAL FACIA TYPICAL ROOF SHEATHING 15/32" CD PLYWOOD, INDEX 32/16, UNBLOCKED, LAID UP W/ FACE GRAIN PERPENDICULAR TO FRAMING BELOW, STAGGER END JOINTS. NAIL AS FOLLOWS: DIAPHRAGM BOUNDARY AND OVER EXTERIOR WALLS 4 SHEARWALLS, , ..... 801 • 6° O.c. ALL SUPPORTED EDGES 'Sd • 6" O.c. FIELD 8d • 12° OL. EDGE NAIL! STAGGERED FACE OU N UT 26 HANGER (TYP.) RAFTER PER PLAN ©CALE 3/4 =1' -0" GL BEAM PER PLAN SHAPED BLOCK CONT. • TOP OF GL RIDGE ROOF PLY. RAFTER e RIDGE ® INDICATES SFEARUALL TYPE (SEE SFEARIIALL SCFEDULE) ROOF FRAMING PLAN STUDS (TYPi SCALE: 3/4'11' -0" SCALE: 1/8" = 1' -0" RAFTER PER PLAN TYP. TOP fE SPLICE SCALE: 3/4• -1' -0" EXT. OF -- STUD WALL ROOF PLY. EDGE NAILING 2x BLOCKING I6d TOENAILS e4 " Os. EDGE NAILING PLY SHEATHING F'ER SHEARWALL SCHEDULE NOTE" • SIM REPLACE STUD WALL W/ GL BEAM RAFTER e OVER+-I4NG' 2xex1'-0• 9TRIKTURAL FACIA 15/32 PLY. GL BEAM PER PLAN (2) MST 48 STRAPS FILL ALL HOLES w/ I6d NAILS EQUAL SIMPSON CC5 BOLTS. PER SIMPSON PROVIDE SLOTTED HOLES SCALE: 3/4 ".I' -0• EQUAL EQUAL EQUAL ECIE d1 1 NL AMMAN 1 t PLACE PLYUOOD.LAID UP IW FACE GRAN PERPB DIIQ1L4R TO Was. STUD FRAMING STAGGER PANEL 9V JOINTS AT DOUBLE SIDED PLYWOOD SHEARIUALLS TO FALL ON ALTERNATING FRAMING MEMBERS COL PER PLAN C2) MST 48 STRAPS FILL ALL HOLES w/ 16c1 NAILS NOTE: PROYIDE'SLOTTED HOLES RI BEAM CONN. CAL SEAM CONN_ 0 COL. GL BEAM PER PLAN SIMPSON! ECC5 -4 BOLTS PER SIMPSON (SEE NOTE • 4/S6) \_—COL PER PLAN COL. GL BEAM PER PLAN (2) MST 48 STRAPS FILL ALL HOLES w/ 16d NAILS 6 `J6 . SCAM- 3/4 " =1' -0° SIMPSON CC.5!4-6 BOLTS PER SIMPSON (SEE NOTE a 4/56) RAFTER PR AM GL SEAM OUTRIGGER EQUAL EQUAL COL PER PLAN GL BEAM CONN. SCALE. 3/4 ".I' -0" FACE MNOUNT 26 HA (TYP.) GL BEAM PER PLAN RECEIVED CITY OF TUKWII.A NOV - 8 1999 PERMIT CENTER SIMPSON ECC5 -4 BOLTS PER SIMI'SON I m_p, (SEE NOTE • 4/? ''- p COL PER PLAN DEG 31999 n uu COL. 0 ci- UJ cr LLI 0) d tL PTaj Na PWA9813 Date 41/ chid by PS1N Dwn By.. ..INC Sheet Na S6 70(7 1 LENGTH (MN,) SHEATHING TYPE NO. OF SIDES PERIMETER N4ILNG INTERIOR NAILRL i BLOCKED YES OR NO END COL SIZE SIMP50N (KIPS) HOLDOLLN DETAIL 2x34 71 RAFTERS GL IyxS O I GL 51yx15 y Ec d © TYF' P GL 5!'.x15 GL 5 �x5 � / 0 0 GL 5Iyx5 GL 51{ -F TND WA WA s•• • 45 oc O 11 -415 VW' CD QJE SCALE: 3/4".1 CAL BEAM CONN. EM. OF STUD LLWL EXT. OF STUD WALL EXT. CF STUD WALL 2x5x/' -0• STRUCTURAL FACIA TYPICAL ROOF SHEATHING 15/32" CD PLYWOOD, INDEX 32/16, UNBLOCKED, LAID UP W/ FACE GRAIN PERPENDICULAR TO FRAMING BELOW, STAGGER END JOINTS. NAIL AS FOLLOWS: DIAPHRAGM BOUNDARY AND OVER EXTERIOR WALLS 4 SHEARWALLS, , ..... 801 • 6° O.c. ALL SUPPORTED EDGES 'Sd • 6" O.c. FIELD 8d • 12° OL. EDGE NAIL! STAGGERED FACE OU N UT 26 HANGER (TYP.) RAFTER PER PLAN ©CALE 3/4 =1' -0" GL BEAM PER PLAN SHAPED BLOCK CONT. • TOP OF GL RIDGE ROOF PLY. RAFTER e RIDGE ® INDICATES SFEARUALL TYPE (SEE SFEARIIALL SCFEDULE) ROOF FRAMING PLAN STUDS (TYPi SCALE: 3/4'11' -0" SCALE: 1/8" = 1' -0" RAFTER PER PLAN TYP. TOP fE SPLICE SCALE: 3/4• -1' -0" EXT. OF -- STUD WALL ROOF PLY. EDGE NAILING 2x BLOCKING I6d TOENAILS e4 " Os. EDGE NAILING PLY SHEATHING F'ER SHEARWALL SCHEDULE NOTE" • SIM REPLACE STUD WALL W/ GL BEAM RAFTER e OVER+-I4NG' 2xex1'-0• 9TRIKTURAL FACIA 15/32 PLY. GL BEAM PER PLAN (2) MST 48 STRAPS FILL ALL HOLES w/ I6d NAILS EQUAL SIMPSON CC5 BOLTS. PER SIMPSON PROVIDE SLOTTED HOLES SCALE: 3/4 ".I' -0• EQUAL EQUAL EQUAL ECIE d1 1 NL AMMAN 1 t PLACE PLYUOOD.LAID UP IW FACE GRAN PERPB DIIQ1L4R TO Was. STUD FRAMING STAGGER PANEL 9V JOINTS AT DOUBLE SIDED PLYWOOD SHEARIUALLS TO FALL ON ALTERNATING FRAMING MEMBERS COL PER PLAN C2) MST 48 STRAPS FILL ALL HOLES w/ 16c1 NAILS NOTE: PROYIDE'SLOTTED HOLES RI BEAM CONN. CAL SEAM CONN_ 0 COL. GL BEAM PER PLAN SIMPSON! ECC5 -4 BOLTS PER SIMPSON (SEE NOTE • 4/S6) \_—COL PER PLAN COL. GL BEAM PER PLAN (2) MST 48 STRAPS FILL ALL HOLES w/ 16d NAILS 6 `J6 . SCAM- 3/4 " =1' -0° SIMPSON CC.5!4-6 BOLTS PER SIMPSON (SEE NOTE a 4/56) RAFTER PR AM GL SEAM OUTRIGGER EQUAL EQUAL COL PER PLAN GL BEAM CONN. SCALE. 3/4 ".I' -0" FACE MNOUNT 26 HA (TYP.) GL BEAM PER PLAN RECEIVED CITY OF TUKWII.A NOV - 8 1999 PERMIT CENTER SIMPSON ECC5 -4 BOLTS PER SIMI'SON I m_p, (SEE NOTE • 4/? ''- p COL PER PLAN DEG 31999 n uu COL. 0 ci- UJ cr LLI 0) d tL PTaj Na PWA9813 Date 41/ chid by PS1N Dwn By.. ..INC Sheet Na S6 70(7 SFEARIIIALL TYPE LENGTH (MN,) SHEATHING TYPE NO. OF SIDES PERIMETER N4ILNG INTERIOR NAILRL i BLOCKED YES OR NO END COL SIZE SIMP50N (KIPS) HOLDOLLN DETAIL HILTI KWK BOLT 11 FOR SILL E AT FACHM NT O I 96' - 0 . - 1/16• co CNE. ed • 6• ac ea • Q• oc. .. YES -F TND WA WA s•• • 45 oc O 11 -415 VW' CD QJE ad • 4• on ad • 12• oc. . YES 2 -2x6 s 6. POST .. 1 "D 5A IV.* 36" oc . 4'-0• 1A6• CD TWO ad • 4• oc. ad . D. ac YES 2-2x6 OST 1 6x6 P FIDHA I,.• . T6° on. O 40'-0• 1/16 CD ONE ed . 6• oc ed . Q• oc. YE5 ' a �. N/A WA 1 1 • • • 48 oc 4 I' -4 VW CD ONE Sal • 6• on ed • Q• oc. YES 6P ‘ 2 ,21 0 1., N/A N/A 4 oc, ® 4' -0' l/16' W ONE Sd • 4• oc ed 412• oc '.., YES - 2 -2x6 1 6x6 p II, • 36° oc. SCALE: 3/4".1 CAL BEAM CONN. EM. OF STUD LLWL EXT. OF STUD WALL EXT. CF STUD WALL 2x5x/' -0• STRUCTURAL FACIA TYPICAL ROOF SHEATHING 15/32" CD PLYWOOD, INDEX 32/16, UNBLOCKED, LAID UP W/ FACE GRAIN PERPENDICULAR TO FRAMING BELOW, STAGGER END JOINTS. NAIL AS FOLLOWS: DIAPHRAGM BOUNDARY AND OVER EXTERIOR WALLS 4 SHEARWALLS, , ..... 801 • 6° O.c. ALL SUPPORTED EDGES 'Sd • 6" O.c. FIELD 8d • 12° OL. EDGE NAIL! STAGGERED FACE OU N UT 26 HANGER (TYP.) RAFTER PER PLAN ©CALE 3/4 =1' -0" GL BEAM PER PLAN SHAPED BLOCK CONT. • TOP OF GL RIDGE ROOF PLY. RAFTER e RIDGE ® INDICATES SFEARUALL TYPE (SEE SFEARIIALL SCFEDULE) ROOF FRAMING PLAN STUDS (TYPi SCALE: 3/4'11' -0" SCALE: 1/8" = 1' -0" RAFTER PER PLAN TYP. TOP fE SPLICE SCALE: 3/4• -1' -0" EXT. OF -- STUD WALL ROOF PLY. EDGE NAILING 2x BLOCKING I6d TOENAILS e4 " Os. EDGE NAILING PLY SHEATHING F'ER SHEARWALL SCHEDULE NOTE" • SIM REPLACE STUD WALL W/ GL BEAM RAFTER e OVER+-I4NG' 2xex1'-0• 9TRIKTURAL FACIA 15/32 PLY. GL BEAM PER PLAN (2) MST 48 STRAPS FILL ALL HOLES w/ I6d NAILS EQUAL SIMPSON CC5 BOLTS. PER SIMPSON PROVIDE SLOTTED HOLES SCALE: 3/4 ".I' -0• EQUAL EQUAL EQUAL ECIE d1 1 NL AMMAN 1 t PLACE PLYUOOD.LAID UP IW FACE GRAN PERPB DIIQ1L4R TO Was. STUD FRAMING STAGGER PANEL 9V JOINTS AT DOUBLE SIDED PLYWOOD SHEARIUALLS TO FALL ON ALTERNATING FRAMING MEMBERS COL PER PLAN C2) MST 48 STRAPS FILL ALL HOLES w/ 16c1 NAILS NOTE: PROYIDE'SLOTTED HOLES RI BEAM CONN. CAL SEAM CONN_ 0 COL. GL BEAM PER PLAN SIMPSON! ECC5 -4 BOLTS PER SIMPSON (SEE NOTE • 4/S6) \_—COL PER PLAN COL. GL BEAM PER PLAN (2) MST 48 STRAPS FILL ALL HOLES w/ 16d NAILS 6 `J6 . SCAM- 3/4 " =1' -0° SIMPSON CC.5!4-6 BOLTS PER SIMPSON (SEE NOTE a 4/56) RAFTER PR AM GL SEAM OUTRIGGER EQUAL EQUAL COL PER PLAN GL BEAM CONN. SCALE. 3/4 ".I' -0" FACE MNOUNT 26 HA (TYP.) GL BEAM PER PLAN RECEIVED CITY OF TUKWII.A NOV - 8 1999 PERMIT CENTER SIMPSON ECC5 -4 BOLTS PER SIMI'SON I m_p, (SEE NOTE • 4/? ''- p COL PER PLAN DEG 31999 n uu COL. 0 ci- UJ cr LLI 0) d tL PTaj Na PWA9813 Date 41/ chid by PS1N Dwn By.. ..INC Sheet Na S6 70(7 _in I- -in GOLF MAINTENANCE FACIRLITY GEORGE LONG: BUILDING / TO TEL:,`HONE. SERVIC FIELD 'ERIFY FOSTER GOLF COURSE 0 FU . DISP ALLATION N C STATIO SHALL COMPLY WITH NEC C IFIED LOCATII. S ADJACE TO DISPENSERS S N' BE • D NED :' ART 514 -2 AND FIGUR 512 -4 I.E. FEET AR ND DISPENSER AND ", ABOVE D AR I , ND DISPENSER, SEE ART 514 -2 FOR EXACT DETAILS) WIRING AND EQUIPMENT IN THIS AREA SHALL BE EITHER CLASS ONE OR TWO LOCATION PER ART 514 -3, PROVIDE SEAL PER'' ART 514 -6, CONDUIT SHALL BE RIGID GALVANIZED STEEL PER ART 514 -8, PROVIDE SEPARATE ', GROUND PER ART 514 -16, PROVIDE EMERGENCY DISCONNECT COMPLY WITH ART 514 -5. UNATTENDED SELF SERVICE STATION SHALL COMPLY WITH ART 514 -5C, DISCONNECT SHALL BE LOCATED MORE THAN 20 FEET BUT LESS THAN 100 FEET. PROVIDE SEPARATED GROUND WIRE PER ART 514 -16. PROVIDE CLEAR LABEL FOR FUEL PUMP DISCONNECTS. CLASS ONE AND TWO LOCATION SHALL COMPLY WITH NEC ART 500, 501, 502 ELECTRICAL ART 514. SING FUEL DISPENSING NER NT..ES 0 PAD M LNTED TRANSFORMER NJ_ 2 - 4 ' 6 , CLeG• C '4 JE1 ��a-4 ice IUG F+9�ow o NTsw G•T A•IC'L .�'i11PL R•�iV1 2#.lvbI1 Ir4 ?P- •a4r.to. jDAt Puael" , 1.LOL F C�h , 17Y('1gJ 1 -101 , k five 2.51.145 35 8'13 Oa-1~i -Atereg. - ta.r so - M5- G624- VTrr SITE PLAN SCALE; 1/20' = 1' -0 1 ,. C O O 2 f HB -3 (FREEZEPROOF) UNDERGROUND PLAN NOTE &CE: 41% G-1 HB -3 (FREEZEPROO �14 11 I"'r-?�' � a -1 sff"( H5-3 FPRc UNDERGROUND SECONDARY SERVICE LATERAL, COORDINATE WITH POWER COMPANY FOR TRANSFORMER CONNECTIONS AND OTHER REQUIREMENTS. EXISTING POWER COMPANY PAD MOUNTED TRANSFORMER UT1LTTY METERING. PROVIDE ALL METERING EQUIPMENT . LOCATE METERS AS DIRECTED BY THE POWER COMPANY. -1 HEATRACE EXPOSED PIPES CONTACT PUDGET SOUND ENERGY MR. BRIN SWAN AT 253- 395 -6866 FOR COORDINATION. PROVIDE AND INSTALL TELEPHONE TERMINAL BOARD AS DIRECTED BY TELEPHONE COMPANY. PROVIDE (1) 4' X 8' X 3/4 PLYWOOD BACKBOARD WITH (2) COATS OF VARNISH. PROVIDE ONE (1) 4 SCHEDULE 40 PVC ENTRANCE CONDUIT WITH 16 GROUND WIRE AT A DEPTH OF 24' MINIMUM FROM THE TELEPHONE BOARD TO THE TELEPHONE COMPANY TERMINATION POINT. PROVIDE PULL WIRE AND PLACE A STAKE AT THE END OF TELEPHONE ENTRANCE CONDUIT. VERIFY EXACT LOCATION: AND REQUIREMENT PRIOR TO BID. PROVIDE (3) THREE UNDERGROUND 2' PVC CONDUITS I I FROM ELECTRICAL ROOM TCY WEATHER STATION PAD, CAP AND MARK.. 1 /2"CW TO EW s ' I, AI1z- 1"I ' PROVIDE TWO (2) 2" CONDUIT FOR FUTURE COMMUNICATION CIRCUITS, CAP AND MARK. SEE FUEL DISCONNECT LOATION ON E -2. XpiR ED APR 0 2 2002 uy 9`02 g5 ® PROVIDE 410, r CONDUIT FOR FUTURE MOTORIZED HOME RUN CONDUIT TO PANEL A, FIELD VERIFY WITH OWNER. PROVIDE 410. 1"C FOR , _ _ _ PUMP, PROVIDE CONDUIT SEAL AND AS REQUIRED PER NEC ART 514. SEE GENERAL NOTE FOR FUEL DISPENSING THIS SHEET... -RECEPTACLE AT. LIGHT POLE AT FUEL DISPENSING AREA.. SHALL CHECK TO COMPLY WITH ART 514, I.E. HEIGHT, EXPLOSION PROOF REQUIREMENT BEFORE ORDERING. RECENEO _ NOV - 8 1999 PERMIT CEN'E PROJ. •: 98-140 DATE: 6/18/98 FDAV. NO. DWG 6Y? REV. DATE c1400 13Y: .NT SM 1 I HVAC EQUIPMENT SCHEDULE SYMBOL REM SERVES _ -- -- MFR /# DESCRIPTION : ELECT_ WEIGHT REFERENCE PLAN M -1 REMARKS NOTES 1 O . IN' HEAT PUMP OUTDOOR UNIT OFFICES TRANE TWA048A300 4 TON SPLIT SYSTEM HEAT PUMP OUTDOOR SECTION SIN 2 MPRR S 23 V PROGRAMMABLE PROVIDE WITH HEATPUMP RELAY IOT 230V/30 6.0/1.9 FLP FR1 FLANGED FRAME FOR HARD CEIUNG INSTALLATION. m v AIR HANDUNG UNIT OFFICES TRANE TWEO60A3 5 TON SPLIT SYSTEM HEAT PUMP INDOOR SECTION 1960 CFM 0 1.0 SP, 2-HP MOTOR, CENTRIFUGAL FAN FOR HORIZONTAL INTALLATION. 230V/30 430 FLA SIZES PER PLAN SIZES PER PLAN PLAN IA-1 ®.. EF -1 EXHAUST FAN SHOP CARMON CMBIO 1000 CFM 0 1.50: SP, VEHICLE EXHAUST SYSTEM, WITH STAINLESS STL HORIZONTAL RIGID. DUCT, TYPE CLX. FLEX DUCT DROPS AND SERIES EVH QUICK RELEASE ADAPTER_ 3/4 HP 120V/10 120# HVAC PLAN M -7 MANUAL SWITCH BY E.C. ® ® EF -2 CEIUNG EF FAN MEN TOILET RM. PENN Z8H 275 CFM 0 375 S.P, SPEED CONTROL IN FAN CABINET 130 WATTS 120V/10 20# PLAN. M -1 INTERLOCK WITH LIGHT SWITCH BY E.C. ®.. EF -3 EXHAUST FAN. WOMEN TOILET RM. PENN Z8H 230 CFM 0.375 SP, SPEED CONTROL IN FAN CABINET 130 WATT 120V /to : 20¥ PLAN M - 1 INTERLOCK WITH LIGHT SWITCH BY E.C. EF -4 EXHAUST FAN DRY ROOM PENN Z8S 185 CFM 0.375 SP. SPEED CONTROL IN FAN CABINET_ 77 WATTS 120V/10 20# PLAN M -1 INTERLOCK WITH LIGHT SWITCH BY E.C. O2 EF -5 EXHAUST FAN GRINDING ROOM PENN Z8H 295 CFM 0.375 SP SPEED CONTROL IN FAN CABINET 130 WATT 120V/10 2O PI-AN M -1 MANUAL SWITCH BY E. C. O2 EF -9 LOCKER RM. CONTROL BY TIME SWITCH TS -1 EF -6 .EXHAUST FAN STORAGE ROOM PENN Z81S 200 CFM 0 .375 SP. 2950 RPM SPEER CONTROL IN FAN CABINET 77 WATT 120V/10 20# PLAN M -1 MANUAL SWffCH BY E. C. Q EF -7 EXHAUST FAN EQUIPMENT STORAGE PENN DOMEX DX116 1000 CFM ® 0.75 SP. ROOF EXHAUSTER 1/2 HP 120V 10 / 55 iF PI N M -t 15 SQ. ROOF OPENING CONTROLLED BY TIME CLOCK TS -1 ®. ® EF -8 EXHAUST FAN IRRIGATION ROOM PENN Z81S 200 CFM N .375 SP, 2950 RPM SPE C ED CONTROL IN FAN CABINET 77 WATT 120V 10 / 20# � PLAN M -1 CONTROLLED BY TIME CLOCK TS -1 Q EF -10 EXHAUST FAN SHOP PENN DX11B - 1675 -CFM ® - :375 SP, 7774 RPM ROOF EXHAUSTER t/3 HP 120V/10 - - 120# PLAN M -1 CONTROLLED BY TIME CLOCK TS -1 EF -11 EXHAUST FAN OIL DRUM ROOM PENN Z8S 185 CFM 0.375 SP, SPEED CONTROL IN FAN CABINET. 77 WATT 120V/10 - " - 20 PLAN M -1 CONTROLLED BY TIME CLOCK TS -1 ® DH -1 DEHUMIDIFIER DRY ROOM WHITE WESTINGHOUSE 25 PINTS, 2 SPEED FAN. 249 CFM, STOCK No. 3H291 AUTOMATIC HUMIDISTAT, FROST CONTROL, COLLECTOR W /GARDEN HOSE:, 115V/10 5 AMPS, Si, PLAN M - i AUTOMATIC OVERFLOW CONTROL ® UH 1: UH 2. L'H -3. UN R .HEATER SHOP EQUIPMENT STORAGE REZNOR FE -25 25,000 BTUH :INPUT,', 20,000 BTUH GAS- FIRED, 380 CFM,1 /50 -HP' MOTOR, 10 FAN DIAMETER .SUSPENDED. 230V/10 76 P LAN ' M 1 PROVIDE TSTAT WITH NIGHT SETBACK TS -1 TIME SWITCH E- 5, 6 7 8, 9,70,11 TORK W220L PROGRAMMABLE, 7 -DAY DPST, RESERVE POWER, 1. GENERAL PURPOSE ENCLOSURE 120V/10 0 AC UNITS TO BE SUPPLIED WITH LOW LEAK DAMPERS, ECONOMIZER, BAROMETRIC RELIEF, AND THROW -AWAY FILTERS. ® PROVIDE BACKDRAFT DAMPER. ® AC UNIT TO BE SUPPLIED WITH PROGRAMMABLE ELECTRONIC NIGHT SET -BACK THERMOSTAT. ® ROOF CURBS PROVIDED BY METAL ROOF SUPPLIER. ® INTERLOCK TO SHUT OFF EF -4 WHEN DEHUMIDIFIER IS OPRATING. -,T O'' -' S ? C '''\ G \ dye ap ,,-� 5� �� AIR TERMINAL SCHEDULE SYMBOL MANUFACTURER' SERVICE MODEL FRAME NOTES CD -1' TITUS SUPPLY MCD FR3 FRAME' FOR T -BAR CEILING INSTALLATION. SIZES PER PLAN CD -2 ', TINS SUPPLY MCD FR1 FLANGED FRAME FOR HARD CEIUNG INSTALLATION. SIZES PER PLAN CD -3 TITUS.. SUPPLY TMR 301RS.. NO FRAME - FOR AREAS WITH NO CEILING BORDER TYPE 1 FOR SURFACE MOUNT SIZES PER PLAN SIZES PER PLAN WG -1 TITUS SUPPLY RG -1 TITUS. RETURN CORE 50 BORDER TYPE 1 FOR SURFACE MOUNT SIZES PER PLAN DG -1 TITUS DOOR T -700L BORDER TYPE 1 SURFACE MOUNT WLAUX FRAME SIZES PER PLAN m HVAC PLAN — MAINTENANCE BUILDING SCALE: 1 /B" = 1• -0° EXPIR APR 022002 E o: o F O F T O W O � PROJ. 98 -140 DATE: 6/18/98 REV. NO. DWG BY, PE? PA RAT APP f Y ` a f t RtD REV. DATE CFK'D BY: APR NOV - 8 1999 GAS METER, LOAD 195CFH TO GAS MAIN. 3/4 CW DN TO HB -1 (TYP. 4) TO WATER MAIN. WATER METER 2 PERSON OFFICE 2 PERSON 1 • aiuiAc Co 3 FD -1) II DRY IOO5 GRINDING 2"VTR 2 2 PERSON CREW CREW 1/2 "A 41 FOR CONTINUATION OF 4 WASTE SEE DRAWINGS _ C0 ©!J I FC. (FD -1 ) 3" SHOP (FD- WASTE & VENT PLAN — MAINTENANCE BUILDING) SCALE: 1/8" = 1 -0 1 DN TO BALL VALVE W/ PLUG FOR FUTURE OIL AND GREASE PUMPS_ r 1 /2 TO MECH ELEC1 /2' r 1- 1 /2 1 T AH -1 II1/2" CON DRAIN I i LOCKERS L_ 1#.1 I I HOWET4 ( MEN ( UR ) ( LAV (HB -2 �® 1 • CONNECT TO SINK WASTE W /APPROVED AIR GAP FTTTIN 2 PERSON 0 C ( FILES ELM 1/2" 3/4 Al 1/2II; /2" 1 / 2 " I � ) #' S TOOL/ PA I I 1/2" .RY .J,!. 1/2" 4 1 -1/4 ° C GRINDING ROOM 1"cw ( AO • ( AO ) ( AO ) • a r- 1 /2 °cw TIM le �1., 1 "G y ' � " 1 CE /2"HWC 1/2' DN TO UH -1. 1 DN TO WH -1 1 /2 /r _ . fie L. 1/2" 3/4"A ( AO ) 3/4"A 11 1 HB -1) ( AO ) 1/2A A AA a a 1/2 (HB -1) 1 "A ( AO ) • ( AO ) ( AO 1" AIR DN. 10 AIR COM OF 1 CW UNDERGROUND TO WASH ISLAND. 1 /2"DNTO UH -1 EW ) ' I A '--' 11WS ) 1/2" 1■N TO UH -1 +- 1/2"A AO ) 3/4 "A ) 1/2"A (AO) TYP. AR ) PLUMBING PLAN — MAINTENANCE BUILDING SCALE: 1/8" = 1 —0 Imo ( AO ) (FD — l ) FOR CONTINUATION OF 4" WASTE SEE CIVIL DRAWINGS FD -1) FD -1 sy 3" (FD — 4"DRAIN ® FLOOR MAT_ CONNECT TO STORM DRAIN. SEE SITE PLAN FOR CONTINUATION_ ( FD - 1) EXTEND PRESSURE RELIEF TO OUTSIDE 0" ABOVE GRADE AIR COMPRESSOR ( C -7 WS FD -1 ( AO ) (H13 -1) RUN PIPING IN ROOF TRUSSES. PLAN NOTES 1 0 TERMINATE • RECESSED FLOOR GRATE SURFACE MOUNTED _PIPING WILL NOT BE ACCEPTABLE. PIPING AND CONDUIT OF ALE TYPES SHALL BE CONCEALED WITHIN WALLS, FLOORS, CEILINGS. (INCLUDING CONDENSATE DRAIN LINES, WATER HEATER PRESSURE REIJEF LINES AND SODA ONES)., COORDINATE ALL MECHANICAL PIPING LOCATIONS.' ,WITH ELECTRICAL EQUIPMENT. NO PIPING OR DUCTWORK WILL BE ALLOWED TO RUN OVER TOP, OF ELECTRICAL DISTRIBUTION EQUIPMENT OR PANEL PER NEC REQUIREMENTS, - . SECTION 384 -4. PROVIDE SEPARATE CHARCOAL , FILTER FOR HOT AND COLD WATER WITH DEDICATED DISPENSERS. HOT WATER DISPENSER ON THE RIGHT AND COLD WATER DISPENSER ON THE LEFT. DISPENSER LEVERS TO BE COLOR CODED RELY FOR HOT AND BLUE FOR. COLD. INSTALL BOTH FILTERS UNDER THE COUNTER. oz m 3 Q r o a� N o =r r'3 oE PROJ. •:98 -140 DATE: 6/18/98 REV_ 140. REV DATE DLL* BY: BEG 9/x/`!1 CIIGD BY: ANT M-2 NOV - s 199=' aEane�T CENTS: PLUMBING FIXTURE SCHEDULE SYMBOL DESCRIPTION MFR. /MODEL WASTE 1 VENT COLD W. HOT W. SPECIFICATIONS DETAIL SERVES NOTES ( WC ) WATER CLOSET AMERICAN ST. AFWALL EL7:6.2257:10 4" 2 1° - -- WALL HUNG, SIPHON JET, ELONGATED BOWL, WHITE VITREOUS CHINA, WATER SAVER FLUSHES ON 1.6 GALLONS, MIN. WORKING PRESSURE -30 PSI AT VALVE WHILE FLUSHING. SLOAN TOTAL CONNECTED LOAD 195,000 BTUH 0 '- FLUSH VANE BREAKER FLUSH CONNECTION R & SPUD COUPLING FOR 1-1/2' BR / SPUD. BEMIS 1655SSC INSTITUTIONAL, EXTRA HEAVY OPEN FRONT TOILET SEAT FOR ELONGATED BOWL, NO COVER, STAINLESS STEEL HINGE W /CHECK. ( LAV ) LAVATORY AMERICAN ST. OVAL HORIZON 3303.000 1 -1/2 1 -1/2 1/2 1/ WHITE ENAMELED, CAST IRON NOM. DIM. 19' INCH, COUNTERTOP 4 INCH FAUCET HOLE CENTERS. LAVATORY FAUCET SHALL BE CHICAGO FAUCET NO. 844 -669 ADA COMPLIANT METERING FAUCET WITH ADJUSTABLE TIME CYCLE, 4-1/8 SPOUT, MIXING TEE, INLET CHECK VALVE & 4 CENTERS. LESS THAN 5 POUND FORCE REQUIRED TO OPERATE RESTROOMS, OO ( UR ) URINAL AMERICAN ST. TRIMBROOK 1.( 6561.077 2 I ! 1 -1 2 / 3/4' -- WALL HUNG, WHITE VITREOUS CHINA, LOW CONSUMPTION 1 GP FLUSHING RIM SIPHON JET FLUSH ACTION, EXTENDED SIDES FOR PRIVACY, 3/4'' INLET SPUD, 2OU LET, 2 WALL HANGERS, SLOAN ROYAL FLUSH VALVE MODEL 186 -1 LAW' CONSUMPTION. RESTROOMS, HOWER) SHOWER KOHLER K-12,119 II 2 2 1/T 1/ 2 42WX36- 1/2 "DX77"H WHEELCHAIR ACCESSIBLE SHOWER FEATURES FOLDING STAINLESS STEEL /PLASTIC TRANSFER SEAT, FULL WIDTH TOILETRY' SHELF ON REAR WALL, ._ ' ACCOMMODATES BATHING IN OR OUT OF WHEELCHAIR. SUPPLY WITH MOEN HANDHELD SHOWER (NON- METAL)C) MODEL Na ' 3982, 69" DOUBLE INTERLOCK SPIRAL HOSE(METAL). VACUUM BREAKER. 24 SJDE BAR(METAL). DESIGNED TO 0FI NFR 7.5 GPM AT 60 PSI RESTROOMS,. CD ( WS SERVICE SINK KITCHEN SINK AMERICAN ST. AKRON 7695.018 DLR ELKAY t0 ZURN ZN-415-P-S 3" 1 -1/2 3. s T 1 -1/2 2 3/4° 1/T 3/4 1/2° ENAMELED CAST IRON SERVICE SINK WITH RIM GUARD, AMERICAN STANDARD FAUCET 8341.075 FAUCET WITH VACUUM BREAKER & STOP SHANKS, 3" TRAP STANDARD. PROVIDE COMPLETE W /METAL RIM GUARD_ STAINLRSNICKTEEL STEEL, FHUCE. ADJUSTABLE STRAINER. HEAD FLOOR DRAIN WITH DUCO- COATED CAST IRON BODY, FLASHING COLLAR, NICKEL BRONZE ADJ. HEAD. SHOP CR RM. RESTROOMS, SHOP AREA, DRY ROOM ( KS ) ( FD -1 FLOOR DRAIN ( SI -1 ( SMITH CO. 8811 -20 4 3" 1 1" UNIT CAPACITY (STATIC) OF 60 GAL AND MAX_OF 20 GPM FLOW RATE. UNIT SHALL HAVE PRIOR APPROVAL BY LOCAL JURISDICTION BEFORE ORDERING. CONTRACTOR TO VERIFY INLET /OUTLET PIPE LOCATIONS AND SIZE. 75 GAL, 120 MBH INPUT, 145 GPH ® 100' RISE, DRAIN PAN, 1030 LBS. W/ EXPANSION TANK RESTROOMS, DRY RM, CREW RM. SAND INTERCEPTER (WH -1) (CP -1� WATER HEATER - 120'F AA.SMITH BTC -120 CIRCULATING PUMP GRUNDFOS UPS 15 -18SU 1/2 1 SPEED, 1 / 35 HP, 65 W, 115 V. .57 AMPS, 2865 RPM. 1 GPM 0 7.2 FT HEAD ALL STAINL STEEL CON STRUCTION. 0 WATER HEATER WH -1 ( C -1 ) AIR COMPRESSOR r AIR CONNECTION. AIR COOLED PUMP MOUNTED ON /N6I£9 BAKERY GALLON RECEIVER WITH AUTOMATIC DRAINER, 208V/30, 3HP. Q (HB -1) ( WHA HOSE BIB8 WOODFORD 65C 3/4 +24 FROST PROOF, AUTOMATIC DRAINING FREEZELESS HYDRANT, LOOSE KEY. CD WATER HAMMER ARRESTOR ZZ 1700 SHOKTROL SERIES, MODEL #600 0 0 WATER CLOSETS TO HAVE OPEN FRONT SEATS AND ELONGATED BOWLS. 1.6 GPF MAX. CD ALL HOSE BIBBS TO HAVE NON- REMOVABLE BACKFLOW PREVENTION DEVICES- TAMPER PROOF VACUUM BREAKER.. 3D WATER HEATERS TO HAVE RIGID CONNECTIONS & CONSTRAINTS TO RESIST SEISMIC MOTION. CD HANDICAP WATER CLOSETS SHALL BE 4-16" TO TOP OF BOWL, FLUSH VALVE LEVER CONTROLS TO BE ON THE WIDE SIDE OF STALL AND NOT MORE THAN 44 INCHES ABOVE THE FLOOR.,... CD LAVATORIES SHALL BE +34" TO RIM, WITH 29 OF CLEAR SPACE UNDERNEATH, HOT WATER AND DRAIN PIPES UNDER LAV SHALL BE INSULATED PER SPEC. SECTION 15180. SELF CLOSING VALVES SHALL REMAIN OPEN FOR AT LEAST 10 SECONDS PER OPERATION. 6� URINALS SHALL BE WATER SAVER TYPE. 1.0 GPF MAX. '.. CD PROVIDE TRAP PRIMER. ® LOCATE ALL VENTS THRU. ROOF AT LEAST 10' IN FROM ROOF PARAPET. 0. RECESS FLOOR 2" . FOR SHOWER INSTALLATION -'/E3S 9 0. 1. AI '.. GAS CALCULATIONS GAS' SIZING CHART MAX IxBOA - NIP • SIC ( u ci w {. MAE .-7) NEW GAS LOAD 1/2 50. CFH. UNIT HEATER UN -1 (3. 0 25,000 BTUH) 75,000'. BTUH 3/4' 104 CFH WH -1 120,000 85.19 1" . 197 CFH TOTAL. NEW LOAD 195,000 BTUH. ''' 1 -1/4 404 CFH TOTAL CONNECTED LOAD 195,000 BTUH 1 605 CFH PROVIDE 1"GAS LINE 2 1165 CFH FLEXIBLE NEOPRENE' FLASHING SLEEVE BY ROOFING CONTRACTOR METAL ROOF / `.O -VENT THRU ROOF VENT THRU ROOF SCALE: NONE NR PIPING REGIar A: WATER TRAP W /BLEED VALV 1' - 0"± RODE FINISHED FLOOR /4X1 /4X1 /T TEE 1/T AN LIE DLL FROM CEIHIG 1/T AtLL VALVE PURE DIRT LEG. AIR OUTLET STATION PIPINGS MOUNTING DETAIL O SCALE: NONE P - 4 INTERIOR FLOOR CLEANOUT SCALE: NONE clsT IRON LONG SLEEP 1/4 BEND OR CASE IRON CAST IRON. COYB, 'Y k l/B BEND. ' SAME STE. AS SEWER UP TO 4 DIAMETER 111111 ll111111 I■11 4 ` DUCT FLEX DUCT 10' MAX: NYLON TIE - STRAPS f \` LAY -IN CEILING DIFFUSER. DETAIL VOLUME DAMPER FLEX DUCT WHERE NOT EXPOSED ONLY CAST IRON DEANOUT WRH OMER FOR OUIY REQUIRED DIRECTION OF NDW DIFFUSER INLET SCALE: NONE FRAMING SEE STRUCTURAL DRAWINGS SI!°PLY DUCT 6" FLUE PER LOCAL CODE 1" CW SUPPLY 1/2" Hw% RECIRC. PUMP GRUNDFOS, MODEL UPS 15-42 F PARAGON TIMER #4001 BY M.C. (cp GAS SHUT -OFF VALVE DIRT LEG U CATCH PAN WATER HEATER WH -1 SCAM NONE HANGER ROOS `....) FLEX: COWL RETURN AR DUCT FLEX. CONN. .FAN MOT. DAMPER SUPPLY AM PTO CONDENSATE DRAM TYPICAL ECU AND AHU -1 CONNECTION DETAIL SCAM NONE UNIT HEATER SEAL W/ HIGH TEMP SI' ,ONE- SEISMIC BRACING 1X1X1/16 STEEL ANGLE PROVIDE IN ` TWO DIRECTIONS +M i , ROOF UNIT HEATER SCALE: NONE HW SUPPLY, SIZE PER PLANS T HERMOMETER ASME P&T RELIEF VALVE EARTHQUAKE STRAP OR CHAIN ATTACHED TO BUILDING. (TYP OF 2) DRAIN VALVE PIPE TO FLOOR DRAIN. KEEP PIPING CONCEALED WITHIN WALLS. SHEETMETAL PLENUM ERLWT LIVES TO OUR)OOR SECTI FLUE EXHAUST Tri51. PI.W CT AND LALNER, �— 5 "0 FLUE EXHAUST PIPE FLASHING FLASHING ROOF MECHANICAL LEGEND A CWV VTR FCO k 24/48 k =CD 1 CONT_ TYP. CFM DB WB MBH PSI ESP EG RG CD AIR COMBINATION WASTE/VENT WASTE /SANITARY SEWER — VENT GAS COLD WATER HOT WATER HOT WATER RECIRC. VENT TO ROOF FLOOR CLEANOUT- AIR DUCT - FIRST # IS SIDE SHOWN FLEXIBLE DUCT CONNECTION SUPPLY DUCT UP RETURN DUCT UP SUPPLY ..DUCT. DOWN. RETURN DUCT DOWN AIR VOLUME DAMPER CEILING DIFFUSER SQUARE TO ROUND DUCT TRANSITION FIRE DAMPER (FD) AIR CONDITIONER #1 CONTINUATION TYPICAL CUBIC FEET PER MINUTE DRY BULB TEMPERATURE WET BULB TEMPERATURE 1,000 .BRITISH THERMAL. UNITS /HR. POUNDS PER SQUARE INCH EXTERNAL STATIC PRESSURE EXHAUST GRILLE RETURN GRILLE CEILING DIFFUSER • mormommownus 2 1/2 x 2 1/2 STEEL CHANNEL OR'UNISTRUT WEIJ ) TO UNDERSIDE OF ROOF. OBTAIN PERMISSION FROM STRUCTURAL ENGR. PRIOR TO WELDING TO STRUCTURAL MEMBER. PROVIDE ,SEIMIC BRACING. FLUE EXHAUST PIPE 30' MAX. UNION GAS SHUT OFF GAS LI TRUSS SPAC TO E SIZE PER PLANS DETAIL DIRT LEG -1 SUPPORT RODS 13' A.F.F. UNIT HEATER EXPIRED AP R 0 2 2002 6' 0" MIN _1 Q z D99--02 PROJ. •: 98 -140 PATE: 6/I8/95 RE,, DATE REV. No. pitG � DEO cHK:'D BY: ANT RECEiVE CI, OF TLIKV, NOV - 8 1 PERMIT CENTER GENERAL NOTE PROVIDE BRANCH CIRCUIT WIRES AS REQUIRED PER CIRCUIT NUMBER AS INDICATED, BRANCH CIRCUIT WIRES NOT SHOWN ON PLAN. TYPICAL FOR THIS PROJECT. MFFHANIC.AI FQUIPMFNT SCHFDIILE FF -12 1113-3 +24 FROST PROOF, AUTOMATIC DRAINING, FREEZELESS HYDRANT. WOODFORD MODEL W34 YARD HYDRANT. INSTALL PER MFR.'S INSTRUCTIONS. STAINLESS STEEL RECEPTOR, PEDESTAL MOUNTED. TWIN EYE HEADS. INSTANT ACTION BALL VALVE, 3/4- SUPPLY. HAWS MODEL 7431FP WITH MK8A VALVE. INSTALL PER MFR.'S INSTRUCTIONS PANEL: C 208 / 120 VOLTS 3 PHASE 100 A CU BUS W /100A /3P MCB. TOP FEED SURFACE MOUNT 4 WIRE 22000 A.I.C. MIN. SQ -D NQOD CIRCUIT USE RCPT LIGHTS EXTERIOR LIGHT SPARE SPARE SPARE SPARE SPARE SPARE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE TOTAL CONNECTED LOAD PHASE A B C 1.08 TOTAL PHASE A TOTAL PHASE B TOTAL PHASE C 1.08 0.51 0.61 0.51 0.61 BKR. CKT. NO. 20/1 20/1 20/1 20/1 20/1 20/1 20/1 3 5 7 20/1 20/1 13 14 15 16 20/1 19 20 SPACE 21 22 SPACE 17 23 24 25 26 27 28 SPACE SPACE SPACE 29 30 SPACE 31 32 33 34 SPACE SPACE 35 37 39 41 2.17 KVA 3.19 KVA 0.79 KVA 6.15 KVA CKT. NO. 2 20/1 4 8 10 12 38 40 BKR. 20/1 20/1 20/1 20/1 20/1 20/1 18 20/1 36 42 A PHASE C CIRCUIT USE 0.19 0.36 0.54 1.09 0.54 1.24 0.90 2.68 0.18 SPACE SPACE 0.18 17 A UGHTS RCPT SPARE RCPT, WASH ISLAND AIR COM, WASH ISL RCPT, WP EF -12 EYE WASH SPARE SPACE SPACE PROVIDE NEMA -3R WP ENCLOSURE AND SERVICE LABEL PANEL: D CIRCUIT USE DOOR MOTOR DOOR MOTOR DOOR MOTOR DOOR MOTOR DOOR MOTOR DOOR MOTOR RADIANT HEAT SPARE SPARE SPARE SPARE SPARE SPARE SPACE SPACE SPACE SPACE SPACE SPACE 580 CFM 0 0.25 SP, 937 RPM, 1 /10 HP. 120V MOTOR. CONTROLLED BY TS -1. SEE EQUIPMENT SCHEDULE ON SHT M -1. TOTAL PHASE A (KVA) TOTAL PHASE B (KVA) TOTAL PHASE C (KVA) TOTAL CONNECTED LOAD 208 / 120 VOLTS 225 A CU BUS MLO TOP FEED PHASE (KVA) A B C BKR. 1.54 .54 1.00 4.08 1.54 1.54 1.00 4.08 1.54 1.54 3.08 25/1 25/1 25/1 25/1 25/1 25/1 15/2 20/2 20/1 20/1 20/1 20/1 20/1 3 PHASE SURFACE MOUNT CKT. CKT. NO. NO. BKR. A 1 2 30/2 3 4 5 6 30/2 7 8 9 10 30/2 13 25 27 29 31 33 35 37 39 41 12 14 15 16 30/3 17 18 19 20 21 22 30/3 23 24 26 7.68 KVA 9.18 KVA 8.18 KVA 25.04 KVA 28 30/3 30 32 20/1 34 20/1 36 20/1 38 20/1 40 '60/2 42 1.20 1.20 1.20 3.60 PROVIDE LCC -2 (SIMILAR TO LCC AS SHOWN) FOR CIRCUIT #5 AND 8. PROVIDE UNDERGROUND FEEDER TO M.S.B. PROVIDE NEMA -3R WP ENCLOSURE. 4 WIRE 22000 A.I.C. MIN. SQ -D NQOD PHASE (KVA) 1.2 1.20 1.20 1.50 5.10 C 1.20 1.20 1.20 1.50 5.10 69 A CIRCUIT USE SPARE SPARE SPARE C 1, HB - 3 C 5 • O,5 PROVIDE PHOTOCELL CONTROL FOR EXTERIOR LIGHT CKT #5. 4 SCALE: 1/8" = -0" MOUNT LIGHT FIXTURE TO THE BO OF IQI5 , TYPICAL Th EQUIPMENT SHEDS - ELECTRICAL PLAN TIP PROVIDE UNDERGROUND BRANCH FEEDER TO ADJUSTENT SHED. MOUNT LIGHT FIXTURE TO THE BOTTOM OF JOIST, TYPICAL © O O RECEPTACLE RECEPTACLE RECEPTACLE SPARE SPARE SPARE SPARE PANEL E PROVIDE NEMA -3R ENCLOSURE FOR PANEL -E, IGNOR PHASE C COLUMN, PANEL E IS A SINGLE PHASE PANEL EMG EYE WASH HEAT TAPE RECEPTACLE AT TIGHT POLE SHALL CONNECT TO CIRCUT # C/8,10, MB 3 3010 LOUVER MOTOR:RED DAPPER INTERLOCRED FAN EF-10 WALL MOUNTED AT 10' -0 AFF TYPICAL PANEL E CIRCUIT USE SPARE SPARE SPARE SPARE SPARE SPARE ,SPARE SPARE SPARE SPACE SPACE SPACE SPACE SPACE SPACE TOTAL PHASE A (KVA) TOTAL PHASE B (KVA) TOTAL PHASE C (KVA) TOTAL CONNECTED LOAD 208 / 120 VOLTS 100 A CU BUS M.L.O. TOP FEED 1 PHASE SURFACE MOUNT 3 WIRE 10000 M.C. MIN. SQ -D NQOD PHASE (KVA) A . 0. C 0.00 0.00 0.00 BKR. 20/1 20/1 20/1 20/1 20/1 20/1 20/1 20/1 CKT. NO. 3 9 11 CKT. NO. 2 4 6 8 12 14 BKR. 20/1 20/1 20/1 20/1 20/1 13 20/1 15 161 30/1 17 18 30/1 20/1 23 25 c4 26 21 22 19 20 27 28 29 30 1.5 KVA 1.5 KVA 0 KVA 3 KVA PHASE (KVA) A. B. C 1.50 1.50 20/1 1.50 1:50 0.00 8 A CIRCUIT USE FUEL PUMP FUEL PUMP SPARE SPARE SPARE SPARE SPARE SPARE SPACE SPACE SPACE SPACE SPACE SPACE X t . 4 10. 1 -1 EW -1 AIR COMPRESSOR 0 EXPIRED APR 022002 D99 -0285 9) F ROJ. *: 9S -140 DATE: WISES P11/. NO. REY DATE °NvA /9 DWG E Y: GHKP 6Y: 6. ANT LIGHTING FIXTURE SCHEDULE SYM MANUFACTURER NUMBER WATTS LAMP MOUNTING REMARKS 0 COLUMBIA F4202-43-42 62.. 2 -F32T8 BOTTOM OF JOISTS ELETRONIC BALLAST O AF232- 120 -GEB. PROVIDE WITH FULL DEPTH END'. PLATES AT ENDS OF ROWS AND WGAFPV WIRE GUARDS. 62 2 -F32T8 BOTTOM OF JOISTS MOUNT FIXTURES ON CONTINUOUS UNISTRUT CHANNEL. ELECTRONIC BALLAST © PROVIDE UTHONIA W ITH 232 WGCUN '- 120 -GE WIRE B GUARD - 62 2 -F32T8 BOTTOM OF JOISTS. ELECTRONIC'. BALLAST COLUMBIA F4203 -43 -42 62 2 -F32T8 WALL ELECTRONIC BALLAST E UGHTOUER 8280WH UGHTOUER 6002WH AND 6003WH TRACK 39 (1) 39W BIAX SURFACE ® BOTTOM OUT l OF JOIST WHITE. BOTTOM OF FIXTURE VISA #C83108 70 2 -26W SURFACE 7' -0" TO 0 HALO H2550EFL16 20 1 -16W SURFACE DAMP LOCATION O . _ UTHONIA 11W-175-120 201 1 MH-175W WALL EXTERIOR WALL MH.. O UTHONIA VR4C -100M 85 M H 75W SURFACE EXTERIOR SURF MH Lc_ UTHONIA DMW- 2- 32 -AR- 120 -SSB 63. 2- F32T8 SURFACE. WET LOCATION ©....LTTHONIAAF- 2 /26DTT -6AR -120 60 2 -26D1T RECESS RECESS FLUORESCENT DOWN © LITHONIA CA- 232 -AR -120 ' 62 2- F32T8 WALL ELECTRONIC BALLAST O' UTHONIA KAD- 175M -R3- 120 -PEI, W/ UTHONIA SIC- 20 -9 -24X 201 1 -175W POLE LOW CONCRETE POLE : TEMP 175W PROVIDE 16' RECEPTACLE PROVIDE BASE AS RQUIRED. �.. LTTHONIA. ELM2 -120 24 - WALL . TWIN. HEAD BATTERY BACK UP 0 LITHONIA HQM- S- W -1 -G- .120 - 30 UNIV EXIT WITH TWIN HEAD BATTERY BACK UP 0 UTHONIA HQM- S -W -3 -G -120 -N 30 - UNIV 2 FACE EXIT WITH TWIN HEAD BATTERY BACK UP ELECTRICAL LEGEND 0 FIXTURE TYPE 0 INCANDESCENT: OR H.I. D. LIGHT FIXTURE 01 WALL MOUNTED FIXTURE 01 COMBINATION EXIT /EGRESS FIXTURE WITH BATTERY PACK EOI EGRESS /EMERGENCY FIXTURE W/ BATTERY PACK • H.I.D. LIGHT FIXTURE W /QUARTZ STRIKE LAMP • FIXTURE ON EMERGENCY LIGHT CIRCUIT W /BATTERY BACK PACK FLUORESCENT LIGHT FIXTURE ETTER ..INDICATES CONTROLLING SWITCH SUB - LETTER INDICATES CONTROLLING SWITCH, CONTROLS OUTER LAMP(S) AND b CONTROLS INNER LAMPS) lap POLE MOUNTED PARKING LOT LIGHT FIXTURE $ SINGLE POLE SWITCH, +42" $. SUB- LETTER INDICATES FIXTURE CONTROLLED, +47 $p SINGLE POLE SWITCH WITH PILOT LIGHT, +42" $9, SINGLE POLE SWITCH WITH KEY -LOCK, +42' $3 THREE POLE SWITCH, +42" u$c SWITCH PROVIDED BY M.C., INSTALLED BY EC., +42' 17 PUSH BUTTON, +42" E6 PUSH BUTTON FOR SHUNT TRIP, +47 m DIMMER SWITCH, LUTRON SLIDE TYPE, +47 BUZZER WITH TRANSFORMER, +84" SINGLE PLUG -IN RECEPTACLE, +18" DUPLEX RECEPTACLE, +18" ISOLATED GROUND DUPLEX RECEPTACLE, +18" FOUR -PLEX RECEPTACLE, +18" 208 VOLT RECEPTACLE, +18" SPECIAL PURPOSE OUTLET, - +18 FLOOR MOUNTED DUPLEX. RECEPTACLE PLUGMOLD WITH RECEPTACLES. SEE SPECS JUNCTION BOX, SIZE AND TYPE PER CODE FUSED DISCONNECT, COORDINATE W /EQUIPMENT SUPPLIER COMBINATION STARTER /DISCONNECT : SWITCH NON -FUSED DISCONNECT, COORDINATE W /EQUIPMENT SUPPLIER MOTOR CONNECTION AS REQUIRED CONDUITS & WIRES AS REQUIRED BY POWER CO. REMOTE METERS & ALL OTHER RELATIVE EQUIPMENT AS REQUIRED BY POWER CO. (2)- 2- 1/2 "C, 4 #4/0 THW CU EACH. TO POWER COMPANY TRANSFORMER Vp PP Arc n!- 0 WP C.O. LCC +48" M.S.B. T1.D.P. M.LO. DC CU &FF. LCC 0 O DATA OUTLET WITH 3/4" CONDUIT TO CEILING. • TELEPHONE OUTLET WITH 3/4 CONDUIT TO CEILING SPACE OR AS SHOWN PAY TELEPHONE OUTLET WITH 1 -1/2" CONDUIT TO MAIN. TELEPHONE BOARD TELEVISION JACKS, QUANTITY AS INDICATED CONDUIT IN CEILING OR WALL, 1/2° MIN. CONDUIT UNDERGROUND OR FLOOR, 3/4 MIN. HOME RUN TO PANEL WITH CIRCUIT NUMBER WIRES NOT SHOWN ON PLAN, PROVIDE WIRES AS REQUIRED. INDICATES WIRES AND CONDUIT OTHER THAN #12 CU, 1/2 "C C - METAWC .CONDUIT, PVC - PLASTIC CONDUIT C FLEXIBLE CONDUIT CONNECTION AS REQUIRED 3/4 ".4'x8' PAINTED TELEPHONE BOARD BRANCH PANEL GROUNDING PER CODE OR 3/4 DIAMETER 10' LONG STAINLESS STEEL GROUND ROD MECHANICAL UNIT EQUIPMENT TYPE WEATHER PROOF CONDUIT ONLY WITH PULL WIRES UGHTING CONTROL CENTER INDICATES MOUNTING HEIGHT OF EQUIPMENT /OUTLET CENTER UNE ABOVE FINISH FLOOR MNN SWITCHBOARD MAIN DISTRIBUTION PANEL MAIN LUGS ONLY DROP CORD COPPER ABOVE FINISH FLOOR GROUND FAULT CIRCUIT INTERRUPTER LIGHTING CONTROL CENTER SMOKE DETECTOR HEAT DETECTOR FA PULL STATION FA HORN W/ STROB LIGHT • CONNECT TO MAIN COLD WATER SERVICE WITHIN 5' OF BLDG ENTRANCE. NEUTRAL DISCONNECT LINK NEC 230 -75 #2 CU BUILDING MAIN COLD WATER PIPE GROUND PER NEC ART. 250. PANEL A ONE LINE DIAGRAM NO SCALE GENERAL NOTES PROVIDE BRANCH CIRCUIT WIRES AS REQUIRED PER CIRCUIT NUMBER AS INDICATED, BRANCH .CIRCUIT WIRES NOT SHOWN' ON PLAN. MOUNTING HEIGHTS FOR LIGHTING SWITCH AND RECEPTACLE SHALL COMPLY WITHADA STANDARD, 18"': FOR RECEPTACLE, 42" FOR LIGHTING SWITCHES. PROVIDE CONDUIT AND. PULL WIRE FOR TELEPHONE AND DATA OUTLETS. TELEPHONE AND DATA CONDUITS NOT SHOWN ON PLAN. SEE TYPICAL TELEPHONE AND DATA CONDUIT SYSTEM DIAGRAM FOR TYPICAL CONDUIT SIZE.. LIGHTING GENERAL NOTES PROVIDE EARTHQUAKE CLIP AND SAPEIY WIRES FOR ALL RECESSED AND PENDANT MOUNTED LIGHTING FIXTURES. ALL BATTERY PACK EMERGENCY FLUORESCENT LIGHT FIXTURES SHALL BE SWITCHED (NOT NIGHT LIGHTS) AS INDICATED, UNLESS NOTED OTHERWISE FLUORESCENT LIGHT BALLAST SHALL BE ELECTRONIC TYPE "OCTRON', FLUORESCENT LAMPS SI-IALL BE -TW- ENERITE 585810 COOL WHITE. .PROVIDE. 2 LAMP AND 1 LAMP BALLAST FOR 3 LAMP LIGHT FIXTURE, NO 3 LAMP BALLAST ARE ALLOWED. M.S.B. (100,000 AIC MIN, 100% RATED) PANEL PANEL 3 #6 THW CU PANEL 1 -1/7C, 4 #1 THW CU 1 "C, 3 #6 THW CU 2" C, 4 #3/0 THW CU PROVIDE MANUAL TRANSFER SNITCH (MTS) 208 VOLT. I PH, 60 AMP. FUTURE PORTABLE GENERATOR EC MUST. FIELD. WITH OWNER FOR FUTURE PORTABLE GENERATOR CHARACTERISTIC, I.E. VOLT, PHASE, kw. CONNECTION 'ETC. REPORTTO'ENGINEER BEFORE WORK PROVIDE 120/208 VOLT, I PH, 3W.60 AMP RECEPTACLE (HUBBLE OR EQUAL) 010 HINGED J-BOX, FOR FUTURE PORTABLE GENERATOR. CONNECTION.. EXPIRED APR 0 2 2002 D99 -0285 NOTES: COORDINATE INSTALLATION OF FIXTURE TYPE "X° "X2" AND. "EX" WITH FIRE MARSHALL. EXACT LOCATION AND MOUNTING HEIGHTS TO BE AS DIRECTED. . PROVIDE FIXTURES IDENTIFIED AS SUITABLEFOR INSULATION TO BE IN DIRECT CONTACT WITH FIXTURE (NEC 410 -66). 1 "C.O. 1 1 1/70.0. 1-114"C.0. 1 - C.O. 1 "C.0. TYPICAL TELEPHONE & DATA CONDUIT SYSTEM DIAGRAM 110 SCALE UNLESS NOTED OTHERWISE. FOLLOW TYPICAL AS SHOWN ABOVE PROVIDE COMPLETE TELEPHONE AND DATA CONDUIT SYSTEM WITH PULL WIRE, J -BOX AND COVER PLATE; HOME RUN COMMUNICATION CONDUIT TO MAIN TELEPHONE DATA ROOM, VERIFY W /OWNER 208/120V (KVA) 7.96 45.54 2.00 20.01 0.18 8.93 5.84 90.46 TOTAL CONNECTED LOAD = 90.46 KVA (252 AMPERES) MAIN SERVICE SIZE _. 400 AMPERES AT 208 VOLTS, 3 PHASE, 4 WIRE LOAD CALCULATION LIGHTING RECEPTACLES UNFFIHEATERS /BASEBOARD AIR ,CONDITIONING WATER HEATERS EXHAUST FANS MOTORS PROJ. *. 98 -140 PATE: 6/18/98 REV. NO. REV DATE 1011,* BY: CI4G'D BY: irv_ ' ANT RE.ENEE NOV - 81999 , ERMTaN [R ONE LINE DIAGRAM, LEGEND, SCHEDULE, 400 A CU BUS, 208/120V, 30, 4W, 100,000 AIC MIN., 100% RATED CT (� 200A /3P {7J 200 AF (LPJ) 1 I-{ 200A /3P I 200 AF (LPJ) 1 H 100A /3P TN 100 AF (LPJ) 11 T H 2OOA /3P 200A /3P. I-"{ 200 AF (LPJ) SPACE 1 200A/3P 1 SPACE 500MCM ELECTRICAL LEGEND 0 FIXTURE TYPE 0 INCANDESCENT: OR H.I. D. LIGHT FIXTURE 01 WALL MOUNTED FIXTURE 01 COMBINATION EXIT /EGRESS FIXTURE WITH BATTERY PACK EOI EGRESS /EMERGENCY FIXTURE W/ BATTERY PACK • H.I.D. LIGHT FIXTURE W /QUARTZ STRIKE LAMP • FIXTURE ON EMERGENCY LIGHT CIRCUIT W /BATTERY BACK PACK FLUORESCENT LIGHT FIXTURE ETTER ..INDICATES CONTROLLING SWITCH SUB - LETTER INDICATES CONTROLLING SWITCH, CONTROLS OUTER LAMP(S) AND b CONTROLS INNER LAMPS) lap POLE MOUNTED PARKING LOT LIGHT FIXTURE $ SINGLE POLE SWITCH, +42" $. SUB- LETTER INDICATES FIXTURE CONTROLLED, +47 $p SINGLE POLE SWITCH WITH PILOT LIGHT, +42" $9, SINGLE POLE SWITCH WITH KEY -LOCK, +42' $3 THREE POLE SWITCH, +42" u$c SWITCH PROVIDED BY M.C., INSTALLED BY EC., +42' 17 PUSH BUTTON, +42" E6 PUSH BUTTON FOR SHUNT TRIP, +47 m DIMMER SWITCH, LUTRON SLIDE TYPE, +47 BUZZER WITH TRANSFORMER, +84" SINGLE PLUG -IN RECEPTACLE, +18" DUPLEX RECEPTACLE, +18" ISOLATED GROUND DUPLEX RECEPTACLE, +18" FOUR -PLEX RECEPTACLE, +18" 208 VOLT RECEPTACLE, +18" SPECIAL PURPOSE OUTLET, - +18 FLOOR MOUNTED DUPLEX. RECEPTACLE PLUGMOLD WITH RECEPTACLES. SEE SPECS JUNCTION BOX, SIZE AND TYPE PER CODE FUSED DISCONNECT, COORDINATE W /EQUIPMENT SUPPLIER COMBINATION STARTER /DISCONNECT : SWITCH NON -FUSED DISCONNECT, COORDINATE W /EQUIPMENT SUPPLIER MOTOR CONNECTION AS REQUIRED CONDUITS & WIRES AS REQUIRED BY POWER CO. REMOTE METERS & ALL OTHER RELATIVE EQUIPMENT AS REQUIRED BY POWER CO. (2)- 2- 1/2 "C, 4 #4/0 THW CU EACH. TO POWER COMPANY TRANSFORMER Vp PP Arc n!- 0 WP C.O. LCC +48" M.S.B. T1.D.P. M.LO. DC CU &FF. LCC 0 O DATA OUTLET WITH 3/4" CONDUIT TO CEILING. • TELEPHONE OUTLET WITH 3/4 CONDUIT TO CEILING SPACE OR AS SHOWN PAY TELEPHONE OUTLET WITH 1 -1/2" CONDUIT TO MAIN. TELEPHONE BOARD TELEVISION JACKS, QUANTITY AS INDICATED CONDUIT IN CEILING OR WALL, 1/2° MIN. CONDUIT UNDERGROUND OR FLOOR, 3/4 MIN. HOME RUN TO PANEL WITH CIRCUIT NUMBER WIRES NOT SHOWN ON PLAN, PROVIDE WIRES AS REQUIRED. INDICATES WIRES AND CONDUIT OTHER THAN #12 CU, 1/2 "C C - METAWC .CONDUIT, PVC - PLASTIC CONDUIT C FLEXIBLE CONDUIT CONNECTION AS REQUIRED 3/4 ".4'x8' PAINTED TELEPHONE BOARD BRANCH PANEL GROUNDING PER CODE OR 3/4 DIAMETER 10' LONG STAINLESS STEEL GROUND ROD MECHANICAL UNIT EQUIPMENT TYPE WEATHER PROOF CONDUIT ONLY WITH PULL WIRES UGHTING CONTROL CENTER INDICATES MOUNTING HEIGHT OF EQUIPMENT /OUTLET CENTER UNE ABOVE FINISH FLOOR MNN SWITCHBOARD MAIN DISTRIBUTION PANEL MAIN LUGS ONLY DROP CORD COPPER ABOVE FINISH FLOOR GROUND FAULT CIRCUIT INTERRUPTER LIGHTING CONTROL CENTER SMOKE DETECTOR HEAT DETECTOR FA PULL STATION FA HORN W/ STROB LIGHT • CONNECT TO MAIN COLD WATER SERVICE WITHIN 5' OF BLDG ENTRANCE. NEUTRAL DISCONNECT LINK NEC 230 -75 #2 CU BUILDING MAIN COLD WATER PIPE GROUND PER NEC ART. 250. PANEL A ONE LINE DIAGRAM NO SCALE GENERAL NOTES PROVIDE BRANCH CIRCUIT WIRES AS REQUIRED PER CIRCUIT NUMBER AS INDICATED, BRANCH .CIRCUIT WIRES NOT SHOWN' ON PLAN. MOUNTING HEIGHTS FOR LIGHTING SWITCH AND RECEPTACLE SHALL COMPLY WITHADA STANDARD, 18"': FOR RECEPTACLE, 42" FOR LIGHTING SWITCHES. PROVIDE CONDUIT AND. PULL WIRE FOR TELEPHONE AND DATA OUTLETS. TELEPHONE AND DATA CONDUITS NOT SHOWN ON PLAN. SEE TYPICAL TELEPHONE AND DATA CONDUIT SYSTEM DIAGRAM FOR TYPICAL CONDUIT SIZE.. LIGHTING GENERAL NOTES PROVIDE EARTHQUAKE CLIP AND SAPEIY WIRES FOR ALL RECESSED AND PENDANT MOUNTED LIGHTING FIXTURES. ALL BATTERY PACK EMERGENCY FLUORESCENT LIGHT FIXTURES SHALL BE SWITCHED (NOT NIGHT LIGHTS) AS INDICATED, UNLESS NOTED OTHERWISE FLUORESCENT LIGHT BALLAST SHALL BE ELECTRONIC TYPE "OCTRON', FLUORESCENT LAMPS SI-IALL BE -TW- ENERITE 585810 COOL WHITE. .PROVIDE. 2 LAMP AND 1 LAMP BALLAST FOR 3 LAMP LIGHT FIXTURE, NO 3 LAMP BALLAST ARE ALLOWED. M.S.B. (100,000 AIC MIN, 100% RATED) PANEL PANEL 3 #6 THW CU PANEL 1 -1/7C, 4 #1 THW CU 1 "C, 3 #6 THW CU 2" C, 4 #3/0 THW CU PROVIDE MANUAL TRANSFER SNITCH (MTS) 208 VOLT. I PH, 60 AMP. FUTURE PORTABLE GENERATOR EC MUST. FIELD. WITH OWNER FOR FUTURE PORTABLE GENERATOR CHARACTERISTIC, I.E. VOLT, PHASE, kw. CONNECTION 'ETC. REPORTTO'ENGINEER BEFORE WORK PROVIDE 120/208 VOLT, I PH, 3W.60 AMP RECEPTACLE (HUBBLE OR EQUAL) 010 HINGED J-BOX, FOR FUTURE PORTABLE GENERATOR. CONNECTION.. EXPIRED APR 0 2 2002 D99 -0285 NOTES: COORDINATE INSTALLATION OF FIXTURE TYPE "X° "X2" AND. "EX" WITH FIRE MARSHALL. EXACT LOCATION AND MOUNTING HEIGHTS TO BE AS DIRECTED. . PROVIDE FIXTURES IDENTIFIED AS SUITABLEFOR INSULATION TO BE IN DIRECT CONTACT WITH FIXTURE (NEC 410 -66). 1 "C.O. 1 1 1/70.0. 1-114"C.0. 1 - C.O. 1 "C.0. TYPICAL TELEPHONE & DATA CONDUIT SYSTEM DIAGRAM 110 SCALE UNLESS NOTED OTHERWISE. FOLLOW TYPICAL AS SHOWN ABOVE PROVIDE COMPLETE TELEPHONE AND DATA CONDUIT SYSTEM WITH PULL WIRE, J -BOX AND COVER PLATE; HOME RUN COMMUNICATION CONDUIT TO MAIN TELEPHONE DATA ROOM, VERIFY W /OWNER 208/120V (KVA) 7.96 45.54 2.00 20.01 0.18 8.93 5.84 90.46 TOTAL CONNECTED LOAD = 90.46 KVA (252 AMPERES) MAIN SERVICE SIZE _. 400 AMPERES AT 208 VOLTS, 3 PHASE, 4 WIRE LOAD CALCULATION LIGHTING RECEPTACLES UNFFIHEATERS /BASEBOARD AIR ,CONDITIONING WATER HEATERS EXHAUST FANS MOTORS PROJ. *. 98 -140 PATE: 6/18/98 REV. NO. REV DATE 1011,* BY: CI4G'D BY: irv_ ' ANT RE.ENEE NOV - 81999 , ERMTaN [R ONE LINE DIAGRAM, LEGEND, SCHEDULE, PANEL: A 208 / 120 VOLTS 225 A CU BUS MLO TOP FEED 3 PHASE 4 WIRE 22000 A.I.C. MIN. SURFACE MOUNT SQ -D NQOD A CIRCUIT USE PHASE A KVA B C BKR. CKT. NO. CKT. NO. BKR. PHASE A KVA B C CIRCUIT USE LIGHTS 0.95 20/1 20 1 1 ©Q 2 25 1 20 1 1.59 RECEPTACLE EF -1 .. LIGHTS 0.54 0.76 20/1 0.36 4 LIGHT & EF LIGHTS 0.95 20 1 - -ME ZdiQ 0.76 20 1 5 9 6 8 10 20 1 20/1 20 1 0.36 0.90 0.36 EF -4,5 LIGHTS LIGHTS i 20/1 EF -7 0.36 0.36 EF -6 LIGHTS & EF 1.11 1.20 I 20/1 20 1 11 ® 12 14 20/1 � 20/1 0.36 0.18 DAMPER LIGHTS 20 1 0.18 0.36 UH -1 LIGHTS EXT LIGHTS 10 - -111/AllEMILII 0.48 20 1 17 18 20 1 20 1 RECEPTACLE 0.18 0.18 UH -1 UH -1 EXT LIGHTS 0.48 12 20/1 19 20 20/1 0.18 REFRIG 1.20 HOT WATER SPARE 20/1 - - ��Q 20 1 -ILAN® -EIMMIMA -IECNIELEIKII - �Q ®® 35 3 21 ®= ®LE11110Q- ®�� 39 22 24 40 20 1 20 1 20 1 20 1 20 1 - 40 3 0.14 -M- ® 0.80 -- 3.52 1.20, 0.54 CIR PUMP SPARE EF -1 RCPT, DC 0.18 EF RCPT, DC CO SENSOR, DOOR MOTOR EF -11 SPARE RECEPTACLE SPARE SPARE SPARE 17 18 SPARE 2.65 0.54 RECEPTACLE OUTDOOR HP -1 0.36 2.65 INDOOR AH -1 4 TONS 19. 20 2.65 41 42 RECEPTACLE RECEPTACLE 3.52 5 TONS TOTAL PHASE A (KVA) TOTAL PHASE B (KVA) TOTAL PHASE C (KVA) 6.32 4.79 6.04 '... 12.29 KVA 10.19 KVA 12.02 KVA 5.97 5.40 5.98 RECEPTACLE TOTAL CONNECTED LOAD 34.5 KVA 95 A PANEL B 208 / 120 VOLTS 3 PHASE 4 WIRE 225 A CU BUS MLO 22000 A.I.C. MIN. TOP FEED SURFACE MOUNT SQ -D NQOD CIRCUIT USE A PHASE (KVA) 8 C BKR. CKT. NO. CKT. NO. BKR. A PHASE (KVA) B C CIRCUIT USE RECEPTACLE 0.36 20/1 1 2 20/1 0.36 RECEPTACLE RECEPTACLE 0.54 20/1 3 4 20/1 0.36 RECEPTACLE RECEPTACLE 0.90 20/1 5 6 i 20/1 0.36 RECEPTACLE RECEPTACLE 0.36 20/1 7 8 � 20/1 0.36 RECEPTACLE RECEPTACLE 0.36 20/1 9 10 1 20/1 0.36 RECEPTACLE RECEPTACLE 0.54 20/1 11 12 20/1 0.36 RECEPTACLE REFRIG 1.20 20/1 13 14 20/1 0.54 RECEPTACLE MICROWAVE 1.20 20/1 15 16 20/1 0.54 RECEPTACLE RECEPTACLE 0.18 20/1 17 18 20/1 0.54 RECEPTACLE RECEPTACLE 0.36 20/1 19. 20 20/1 0.54 RECEPTACLE RECEPTACLE 0.72 20/1 21 22 20/1 0.54 RECEPTACLE RECEPTACLE 0.72 20/1 23 24 20/1 0.72' RECEPTACLE RECEPTACLE,', TELE .. 0.18 20/1 25. 26 20/1 1.00 DF FIRE ALARM . 0.18 20/1 27 28 20/1 1.50' DEHUMIDFIER SPARE I 20/1 29 30 20/1 0.18 REEL WASHER 1.00 20/1 31 32 20/1 0.18 REEL DRYER 3.00 50/2 33 34 20/1. SPARE 3.00 35 36 20/1 SPARE 128 I 37 38 128 AIR COMPRESSOR 1.28 20/3 39 40, 20/3 1.28 HOIST 128 41 42 1.28. TOTAL PHASE A (KVA) TOTAL PHASE B (KVA) TOTAL PHASE C (KVA) 4.74 728 '6.62 9 KVA 11.86 KVA 10.06 KVA 4.26. 4.58 3:44 TOTAL CONNECTED LOAD 30.92 KVA 85 A GENERAL NOTE A BRANCH CONDUIT SHALL NOT BE RUN IN OR BELOW FLOOR SLAB. ALL PENETRATIIONS OF SLAB SHALL BE SEALED WITH CROUSE -HINDS TYPE EYS SEALING FITTINGS. C PROVIDE BRANCH CIRCUIT WIRES AS REQUIRED PER CIRCUIT. NUMBER AS INDICATED, BRANCH CIRCUIT WIRES NOT SHOWN ON PLAN. TYPICAL FOR THIS PROJECT. D PROVIDE CONDUIT AND PULL WIRE FOR TELEPHONE AND DATA OUTLETS. TELEPHONE AND DATA CONDUITS NOT SHOWN ON PLAN. SEE TYPICAL TELEPHONE AND DATA CONDUIT SYSTEM DIAGRAM FOR TYPICAL CONDUIT SIZE. B RUN BRANCH CONDUIT IN WALLS AND ABOVE FIRRED AND SUSPENDED CEILINGS WHERE POSSIBLE. OTHERWISE RUN CONDUIT 'EXPOSED ON CEILING IN JOIST SPACE. SUBMIT LAYOUT OF EXACT CONDUIT ROUTING TO ARCHITECT FOR APPROVAL ALL SURFACE AND EXPOSE CONDUIT SHALL RUN PARALLEL AND PERPENDICULAR TO BUILDING STRUCTURE. TYPICAL FOR THIS PROJECT. . MARK "LEAVE ON" \ \ \ \ 3#10. 1 "C EACH TO FUEL PUMPS 0 PLAN NOTES PROVIDE CONTROL CONDUIT AND WIRES FOR DOOR OPERATOR PUSH BUTTON SWITCH. ® DOOR OPERATOR 120 VOLT, 1 PHASE, 3/4 HP, PROVIDE #10. WIRES. 3 PROVIDE 1 -1/4 "C FOR FUTURE PUMP, TO PANEL -D. PROVIDE J -FOX FOR CABLE TV, PROVIDE 1 -1 /4'C TO TELEPHONE POLE. VERIFY WITH LOCAL CABLE TV COMPANY. O E.C. PROVIDE 208V. 1 PH, 2 KW RADIANT HEATER ANDT- STATUNE VOLTAGE CONTROL; RADIANT HEATER SHALL BE SOLARONICX S2 -208 -1 OR EQUAL © EXHAUST FAN CONTROLLED BY TIME CLOCK, E.C. PROVIDE CONTROL CONNECTIONS, CONDUIT AND WIRES, (M.C. FURNISH TIME CLOCK). O. EXHAUST' FAN TO LIGHTING CIRCUIT, SEE LIGHTING. PLAN, CONTROLLED BY LIGHT SWITCH. ® SWITCHES CONTROL EF -1 AND EF -10, DAMPER IS INTERLOCK WITH DAMPER AS SHOWN. ® PROVIDE FUEL PUMP EMERGENCY DISCONNECT AND LABEL PER NEC ART 514 -5, SEE FUEL DISPENSING GENERAL NOTE ON SME-1. ®. PROVIDE MANUAL TRANSFER SWITCH FOR PORTABLE GENERATOR, SEE ONE LINE FOR DETAIL 0 PROVIDE RECEPTACLE OR HINGED J -BOX CONNECTION FOR PORTABLE GENERATOR, SEE ONE LINE FOR DETAIL. p 2 1 5 EXPIRED APR 0 2 2002 P2OJ. •. e8 -140 DATE. 6f18/98' REV. NO. 000 6Y: REV. DATE TJ 7dMI1 CNK'D T. ANT' urr�oE NOV - 8 1999 PERMIT CENTER E23 U__i L U L D /��-` D�1'11J E - L B/27 L � FA PNL PROVIDE MOTION SENSER SWITCH TO CONTROL CIRCUIT 17M EXTERIOR LIGHT. it ■ LIGHTING PLAN O FIRE ALARM PLAN OH SCALE: 1 /8° = 1' -0" A SCALE: NONE PHOTOCELL ON ROOF TORK T930 TIME CLOCK W/ OVERRIDE SWITCH CIRCUIT #'S 17 K SPARE SPARE 3 POLE LIGHTING CONTACTOR WITH 120V COIL ENCLOSED IN NEMA 1 CABINET W /LOCK KEY PHOTO ON - TIME OFF LIGHTING CONTROL CENTER LCC GFNERAL NOTE A BRANCH. CONDUIT.. SHALL. NOT BE RUN IN OR BELOW FLOOR SLAB.: ALL PENETRATIIONS OF SLAB SHALL BE SEALED WITH CROUSE - HINDS TYPE EYS SEALING FITTINGS. B RUN BRANCH CONDUIT IN WALLS. AND ABOVE FIRRED AND SUSPENDED CEILINGS WHERE POSSIBLE OTHERWISE RUN CONDUIT EXPOSED ON CEILING IN JOIST SPACE. SUBMIT LAYOUT OF EXACT CONDUIT ROUTING TO ARCHITECT FOR APPROVAL C PROVIDE. BRANCH CIRCUIT WIRE® AS REQUIRED PER CIRCUIT NUMBER AS INDICATED, BRANCH CIRCUIT WIRES NOT SHOWN ON PLAN. Daig FIRE ALARM ZONE SHALL BE AS FOLLOWS, ZONE #1 MAIN BUILDING ZONE #2 STORAGE #1 ZONE #3 STORAGE #2 PROVIDE AT LEAST 6 SPARE ZONE FOR FUTURE USE. xPIRE- PROJ. *: 9S -140 DATE: 6/18/98 REV. NO. REV DATE CNIC'D BY: ANT ftECEIVEO clTV oFran�^ .. NOV - 8 1999 ?ERMIT CENT. DUPLEX OUTLET FOR SECURITY CONTROL. 2 PERSON OFFICE COMPUTER/ FILES 2 PERSON OFFICE I' CONDUIT CREW ROOM DRY ROOM TOOL/ PARTS GRINDING ROOM 10' - 0' IRRIGATION RM 3J4' DLA. CONDUIT SCALE. I /8' • 1' -0' SECURITY FLAN (CREW BUILDING) 3/4' CONDUIT IN WALL W/ FULL WIRE FULL WIRE TAIL - DRILL 1/8' DIA PILOT HOLE TYP PERSONNEL DOOR O CONTACT ROUGH-IN I 3' =1' -0' TYP. WALL 3/4' DIA CONDUIT AND PULL WIRE PULL WIRE TYP. 2'X4' J. SOX e HT. AS SFIOLIN TYP. MOTION DETECTOR 2 ROUGH IN 2 VLI 3' = l'-0' 3/4' CONDUIT W/ FULL WIRE TYP. 254'1 BOX MT. TO CLG. TEE TYP. LAY -IN. CLG I ROUGH IN SECURITY 3 CLG. 3' _ I' -0' NM DOOR FRAME OOR LAY -N CLG. TEE EXPIRE APR 0 2 2002 '0 ?As PROJ. NO; 9814 SECURITY PLAN DATE: 6/28/99 REY. NO REY. DATE 97126.02 RIM 16.16 LE. 13.9 13.81 ASPHALT PATH S89'49'14 "E RIM =15.34 OP O CAP EL 7.94 � CONC. BUMPER2�\ N88 9'25 "E / g ` - EXIST. PIPE SS.. 525.29 ELEC. STRIPE 1 BARB WIRE U: \97126 \Xsur.dwa rw CC EC EM ET EV PL PLANTER 1 of 1 PIV POST INDICATOR VALVE POWER WIRE (OVERHEAD) SS SANITARY SEWER C) SANITARY SEWER MANHOLE SD STORM DRAIN ® STORM DRAIN MANHOLE —4— SIGN TV TELEPHONE VAULT WATER MAIN B) WATER METER • WATER VALVE YARD LIGHT SO M.H RIM 1888 18 SD LEGEND AC ASPHALTIC CONCRETE EDGE OF ASPHALTIC CONCRETE CATCH BASIN CONCRETE CURB CHAIN LINK CONCRETE SURFACE DECIDUOUS TREE ELECTRICAL CONDUIT ELECTRICAL JUNCTION BOX ELECTRICAL METER ELECTRICAL TRANSFORMER ELECTRICAL VAULT —x —x— FENCE LINE FDC FIRE DEPARTMENT CONNECTION • FIRE HYDRANT I.E. INVERT ELEVATION 6 MONITOR WELL ACCESS MH FOR EFFLUE TRANSFER sQ TOPOGRAPHIC SURVEY GRAPHIC SCALE 10 20 PVC (OUT) S89 °49' 14 "E 141.81 ro (IN FEET ) 1 inch = 20 ft. RIM 14.3] 12.39 CITY OF TUKWILA SUBSTRUCTURES: BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS FURNISHED BY OTHERS AND VERIFIED WHERE POSSIBLE BY FEATURES LOCATED IN THE FIELD. WE ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS. FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO DESIGN CONTACT THE UTILITY OWNER /AGENCY. BENCHMARK: CITY OF TUKWILA BENCHMARK "D -11 ", CHISELED SQUARE IN CORNER OF CONCRETE SIDEWALK APPROXIMATELY 8' FROM S.E. CORNER OF BRICK OFFICE BUILDING AT 14945 -15000 INTERURBAN AVENUE SOUTH. ELEV. = 25.823 j ° FOSTER GOLF COURSE SOIL BORING OO a� I I.E. 444 S.W. 1/4 SEC. 14, T. 23 N., R. 4 E., W.M. 27 IRRIGATION CONTROLS 61 4 SS STUB RIM 16.38 x6• CL LE 4.13 6' CL FENCE AROUND wEATHER STATION IRRIGATION COMMUNICATT POWE FOR WEATHER STATION CB, TYPE 1 \ RIM = 12.10. 14.45 12" CONC. ( L E I.E= 12.05. 12" CONC. (OUT) SOL B O RI1453 I.E = 3.62, 12" CONC. (OUT) IRRIGATION I LL y CANTRO \ j HEAb� IRRIGA ON J _ WA ER STANDPIPE 10" REBAR & CAP LOCATION STRIPE FIELD LOCATE OF 96 EFFLUENT TRANSFER EL 16. 44 588'39'25 W 6' CL FENCE 2 —STORY METAL BLDG. 96 SS FIELD LOCATE OF 96" EFFLUENT TRANSFER EL 1].n 226.25' - 298.96' END OF FENCE ON PROP. LINE 150.00 O O 8" SS EXIST. REBAR ee, ELEV. = 27.07 NGVD 1929 VICINITY MAP a BENCHMARK: PAINT D OT ON EAST END OF GOL CART BRIDGE D99 -0289 dr. by J 0 >- U TAB /CCM 1"=20' DCN pb no. 97126.02 03 -99 :.8,;".9 E ! I.SI' NEW WEATHER t �3 O'Xl 0 C.A� NEW O L/ WAT R / / / // / - j '4L j/ ' . i f .' BOLL: -RDS I-l' CI f I , fl/G N W ELLI LOC 50" EFF.i SLIDING � - REI't0� EXIST: CURS NEW PR 1,-, CATE ^ i i CRAPHiC SCALE IN FEET I ��n = 20 i1 FOSTER GOLF COURSE SIM. NEW LANDSCAPE BERN AREA- IRRIGATION < LANDSCAPE / BOTTOM OF BERM., BY OLLNER � z / CONSTRUCTION LIMIT LINE /V /{- NEW 9 ® PSUMP.STER`,, •-, / DOyYF SEE SIM.� {NEI.{.tATyRIA 151 R Fbri • Ex I.T; G'EC15 / 'M.,... S (i A/W HA - ?..1.7 MA�stzIAl� 29,1-44 � /s.P ,s-r s'A1LL, 66 Z...Lar- -se/ 3 `12,-D C TrI. CT�2 T° - Yew- P>z , I ...c. re r°'�t-s F �.G =,.. ,, .Sf NEW LANDSCAPE E B'IAot c�ALVAO.f.' 3ER AREA - G �. I y.,Tf1,IGPSTO IRRIGATION a LANDSCAPE ��� �=G – A J 3Y OIW PH LT I'P Cis( r "1 — PATN� �! / ,� W FEW LONG RET - AIN EX /STING PARC,NG AREA 17,oa12 �.ELIP GATE 5- ME'Ca L. UTICA`( GA9 (�' - r QRW'Gr 5('oR -ABC rft�Y7 Boa 5L ' ro �rr1 3 AI� 3� 1G I1<I L�4 w.AST� rA t1+ sfr/ rr- IS tva ftT j7igi &C / q rg - Fly Sr izA/ ��/7 'PB u.r�t7 .A•S AP.h Ra E' L°� MAGI ICf P.,T Tb ,v . EXISTING GOLF CART PA, REMOVE CO.NST,C; IO L;OIT LINE ca t or° '• Uhf A S T J ecJ,.nl r -I , • EXIST GEORGE LONG NEW GONG. RETAIN � WALL W/ FENCE D99 -0285 %I \SITE PLAN ` 20' -0 h°I�'• THE G. 4-1 5'T2 - /3 3" /55. 8x1s7'. ops.r` Ld/ ,J ArGS4 ,45 uaJ� /At�h A'F a/E -»1U8 ? -' 1' Mtn/LI FAR. Sales 3&d5/SIV)P� 7 - /3a p.6 -US'/ oN p •(I. {�� 3 uG so I L. vGhlFr Iir /oil /PISA A> N4: JSYac (AAAwIL `I � � Ems. - �1 /"US�� LKISJ- U6o�l}T uuo � >yF�' SHt1'J PROJ. NO: 981 SITE PLAN DATE: S /6/99 REV. o. rev. DATE :RECENEC - 2 2 1999 CC /// U?STY S/JE_OPMENT