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HomeMy WebLinkAboutPermit D97-0222 - HILLTOP HOMES - LOT 1 NEW SINGLE FAMILY RESIDENCE, GARAGE AND UNCOVERED DECKCity of Tukwila ( Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WEVEl..grj ERr�3,T_ j q �q WARNING: IF CONSTRUCTIVN BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 000300 -0015 Address: 13672 51 AV S Suite No: Location: LOT 1 OF L96 -0054 HILLTOP SHORT PLAT Category: NSFR Type: DEVPERM Zoning: Const Type: V -N Gas /Elec.: GAS Units: 001 Setbacks: North: Water: 125 Wetlands: Contractor License No: Curb Cut /Access /Sidewalk /CSS: Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversized Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: BUTLEBC09.20R Permit Center Authorized Signature:_ Signature:__ Print Name: ILL t �3 Fire 0 South: .0 East: Sewer: TUKWILA Slopes: Y This permit shall become null and void 180 days from the date of issuance, or for a period of 180 days from the last Permit No: Status: Issued: Expires: Occupancy: UBC: Protection: .0 West: Streams: (206) 431-3670 D97 -0222 ISSUED 08/19/1997 06/02/1998 DWELLING 1994 0 OCCUPANT HILLTOP HOMES LOT 1 13672 51 AV S, TUKWILA, WA OWNER BULTER BILL Phone: (206)367 -4143 12035 PALATINE AV N, SEATTLE, WA 98133 CONTRACTOR BUTLER BUILDING CORPORATION Phone: 206.367 -4143 12035 PALATINE AVENUE NORTH, SEATTLE, WA 98133 CONTACT BILL BUTLER Phone: 206 367 -4143 12035 PALATINE AVENUE NORTH, SEATTLE, WA 98133 k***************************************************** * * * * * * * *Ji * *k * * *** * *k ** * ** * * *** Permit Description: CONSTRUCT NEW SINGLE FAMILY RESIDENCE 1,808 S.F., GARAGE 524 S.F., AND UNCOVERED DECK 113 S.F. k**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 138,965.20 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: JJS Y N N Start Y 80 N N Start Time: End Time: Y No: N Private: Public: Y N N Private: Public: No: Size(in): .00 Time: End Time: Cut: 60 Fill: k**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * *** TOTAL DEVELOPMENT PERMIT FEES: $ 1,915.71 k**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** /-01607) Date : -L- 1 9-.97 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development germit. Date :1 if the work is not commenced within if the work is suspended or abandoned inspection. ra, City of Tukwila L Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 000300 -0015 Address: 13672 51 AV S Suite No: Location: LOT 1 OF L96 -0054 HILLTOP SHORT PLAT Category: NSFR Type: DEVPERM Zoning: Const Type: V -N Gas /Elec.: GAS Units: 001 Setbacks: North: .0 South: .0 Water: 125 Sewer: TUKWILA Wetlands: Slopes: Y Contractor License No:. BUTLEBC092OR Occupancy: DWELLING UBC: 1994 Fire Protection: East: .0 West: .0 OCCUPANT HILLTOP HOMES LOT 1 13672 51 AV S, TUKWILA, WA OWNER BULTER BILL Phone: (206)367 -4143 12035 PALATINE AV N, SEATTLE, WA 98133 CONTRACTOR BUTLER BUILDING CORPORATION Phone: 206 367 -4143 12035 PALATINE AVENUE NORTH, SEATTLE, WA 98133 CONTACT BILL BUTLER Phone: 206 367 -4143 12035 PALATINE AVENUE NORTH, SEATTLE, WA 98133 **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: CONSTRUCT NEW SINGLE FAMILY RESIDENCE 1,808 S.F., GARAGE 524 S.F., AND UNCOVERED DECK 113 S.F. **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation:. $ 138,965.20 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: JJS Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: N Flood Control Zone: N Hauling: N Land Altering: Y Landscape Irrigation: N Moving Oversized Load: N Sanitary Side Sewer: N Sewer Main Extension: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: Public: k**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * *** TOTAL DEVELOPMENT PERMIT FEES: $ 1,895.71 k**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** No: Start Time: , , End Time: Cut: 60 Fill: 80 Start Time: No: Private: Permit No: Status: Issued: Expires: Streams: End Time: Public: (206) 431 -3670 D97 -0222 ISSUED 08/19/1997 02/15/1998 Size(in): ' .00 Permit Center Authorized Signature : Q14 Date :irL =��__ I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this - development ermit. Signature: 1 Print Name: Lt1... Date: d - 19'"47 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: 13672 51 AV .S Suite: Tenant: Type:.DEVPERM Parce l .# : 000300-0015 ,..._.....,La...._. ,,, ,.. � ,.., �: y �.. ,� �...,.�.. r�.: CITY TUK:WILA. • - - 1: :.0..:h.,0...,. • .A...,.r..l,,:,..- u.s • • Status: ISSUED Applied: 07/08/1997 Issued: 08/19/1997 • kk***• kk kkkk* *• k*• k•k k**• k• k***• k• k• k** k**• k*** kkk• k* kk k• kk• k* k; k• kk*•k•kk•k•kk•kkk•kkk•kkk*kkbk* Permit Conditions: 1. No changes will be made to the plans unless approved by the Architect or Engineer and the._.Tukw.ila Building Division. 2: Plumbing permits shall -be obtained through..the Seattle -king County Department of Pub1ic `!Health. Pl`unbing ° -wi 1l be inspected by that agency, •in;cl,uding. all gas piping (296 -4722) Permit No: D97 -0222 3. E.lectrical fp'e mits .s.ha I1 : be obtained thro,ugti.L:the ` ;Washington State Division .of ;..Labor and Industr,ies and .all ; ;'electrical . work wi 11'r b:e' inspected by 'that agency (248 - 6630) . All mechan ica.1 Work shall be'under separate , perm,i t :issued ., by the City7of - Tukwila. ' NOTE: 'Rough -.in mechanical 'inspection. must be.. completed and approved prior to approval of :framing, inspection. Engineeer ed truss' drawings and calculations shall 'be on si and•',availab le to the building : inspec tor for inspection pur,p:oses: Documents shall bear the °`seal and signature .=of- Washington' State Professional Engineer , .. 6 Any' exposed insulat.ions materia,l. shall have : a Flame Spread ,,Ratingr o'f . 25,< and - : material .. shall bear i'denti- f ication showing the f. ir..e tp: erforrance ' ° rating thereof,. Al ta'construct :ion "• ;:to... be ''`done; , i`n confb'rmance with approve "d" plans and ;'of the':,Unifor•m i'lding Code (1994 - EditIon) ,ash amended ;''Uniform Mechanical" ;Code (1994 Edition) , and Washlng.ton State Energy Code ; (1994 Edition). 8. All '.wood to' °remain in placed concrete:shai l be treated. wood. 9. There 'sha:R : be no occupancy of the ,building(s) unti 1 , : the final : ; inspection` : 17as been completed by the ' la Bui Tdin Inspector. 10. Validity, 'of Permit The issuance of a or approval of plans, specifications', ' and computations shall not`be con- strued to ;be. a permit for ':oran approval of, any-violation of any of the of the building code or of any other ordinance of the ,iuriadiction.,: No permit presuming to give authority.to- violate or cancel the provisions of this code shall be valid: 11. Temporary erosion control measures shall be implemented as the first order of business 'to,, prevent: sedimentation off - site or into existing storm drainage facilities. 12. Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. Turning radii shall be a minimum of five feet. 1. Driveways shall be paved for a minimum distance of 20' from the edge of existing road pavement. 14. For residential driveways, a minimum 12" concrete or ADS N -12 pipe shall be installed under the driveway at the existing drainage ditch location. 15. Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 16. Hauling over 50 cy shall require application for a Hauling Permit prior to any associated activity. N TUKWILA BUILDING DIVISION General Code Requirements for R -3, Residential Buildings The following code requirements are applicable to this permit and are intended to reference requirements that are not specifically indicated on the construction drawings but in any case will be requirements for final inspection approval. The applicable comments are herein numbered and also keyed to the plans. 4. Appliances installed in a garage where they may be subjected to mechanical damage shall be suitably guarded against such damage by being installed behind protective barriers or by being elevated or located out of the normal path of vehicles. UMC 308.1 P lo In seismic zone 3, (Tukwila) water heaters shall be anchored or strapped to resist r izontal displacement due to earthquake motion. UPC 1310 (e). °Factory built fireplaces are required to be certified and labeled in accordance with procedures and criteria specified in the UBC Standard 31 -2. This applies to both new and used factory -built fireplaces obtaining permits for installation starting January 1, 1997. WAC 51 -30 -3102 1711-orvz-t 1. Walls and ceiling which separate the garage from the dwelling must be protected on the garage side by materials approved for one hour fire resistive construction. UBC 302.4 (5/8" Type "X" gypsum wallboard is an approved material.) 2. Door opening between the garage and the dwelling shall be protected by a self closing tight fitting solid wood door 1 -3/8 inches in thickness. UBC 302.4 3. Fire dampers are not required for air ducts that pass through the garage wall or ceiling separation provided that such ducts are constructed of steel having a thickness of not less than No. 26 galvanized sheet gage and have no openings into the garage area. UBC 302.4 5. Heating appliances located in a garage and which generate a glow, spark or flame capable of igniting flammable vapors shall be installed with source of ignition at least 18- inches above the floor level. UMC 308.2 7. Provide at least one handrail at stairs. Top of handrail shall be placed not less than 34 inches or more than 38 inches above the nosing of treads and landings. The handgrip portion of handrails shall not be less than 1 -1/4 inches nor more than 2 inches in cross - sectional dimension or the shape shall provide an equivalent gripping surface. Handrails projecting from a wall shall have a space of not less than 1 -1/2 inches between the wall and the handrail. UBC 1006.9 Page 2 of 3 9. In dwelling units, a detector shall be installed in each sleeping room and at a point centrally located in the corridor or area giving access to each separate sleeping area. In new construction required smoke detectors shall receive their primary power from the building wiring when such wiring is served from a commercial source and shall be equipped with a battery backup. UBC 310.9.1.3 & 310.9.1.4. 10. Under floor area shall be accessible. Accessible under -floor area shall be provided with a minimum 18 -inch by 24 -inch opening unobstructed by pipes, ducts and similar construction. All under floor access opening shall be effectively screened or covered. UBC 2317.3 11. Foundations for stud bearing walls shall be founded at a depth below undisturbed ground, per UBC Table 18 -I -D, with the exception that the floor under the floor may be excavated to the elevation of the top of the footing. 12. Under floor areas shall be ventilated by an approved mechanical means or by openings into the under floor area walls. Such openings shall have a net area of not less than 1 square foot for each 150 square feet of under floor area. Openings shall be located as close to corners as practical and shall provide cross ventilation. The required area of such openings shall be approximately equally distributed along the length of at least two opposite sides. They shall be covered with corrosion resistant wire mesh with mesh openings of 1/4 inch in dimension. UBC 2317.7 13. A ground cover of six mil black polyethylene or approved equal shall be laid over the ground within crawl spaces. The ground cover shall be overlapped 12 inches minimum at the joints and shall extend to the foundation wall. WSEC 502.1.6.7 14. Floor insulation shall be installed in a permanent manner in substantial contact with the surface being insulated. Insulation supports shall be installed so spacing is no more than 24 inches on center. The insulation shall not block the airflow through foundation vents when installed. When foundation vents are not placed so that the top of the vent is below the lower surface of the floor insulation, a permanently attached baffle shall be installed at an angle of 30 degrees from horizontal, to divert air flow below the lower surface of the floor insulation. WSEC 502.1.4.7. 15. Air handling duct systems located within attic, garage, crawl space or other unconditioned spaces shall be insulated with 3.5 inch mineral or glass fiber blanket, 2.5 inch duct liner, mineral or glass fiber board or equivalent to provide an installed total ' thermal resistance of at least R -8. Page 3 of 3 Domestic Range Vents. Ducts used for domestic kitchen range ventilation (except owndraft grill ranges) shall be of metal and shall have smooth interior surfaces. Domestic Dryer Vent. Domestic clothes dryer moisture exhaust ducts shall be of metal and shall have smooth interior surfaces. (Approved flexible duct connectors may be used provided that they do not exceed 6 -feet in length and are not concealed within construction. UMC 504.3 18. Round or rectangular posts, poles and sawn timber columns supporting permanent structures which are embedded in concrete or masonry in direct contact with earth or embedded in concrete or masonry exposed to the weather shall be treated wood. The wood shall be treated for ground contact. UBC 2317.2 19. All foundation plates or sills and sleepers on a concrete or masonry slab, which is in direct contact with earth, and sills which rest on concrete or masonry foundations, shall be treated wood or foundation redwood, all marked or branded by an approved agency. UBC 2317.4 Columns and posts located on concrete or masonry floors or decks exposed to the Bather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treated wood is used. The pedestals shall project at least 6 inches above exposed earth and at least 1 inch above such floors. 21. Walls and soffits of enclosed space under stairs shall be protected on the enclosed side as required for one -hour fire resistive construction. ( 1 -layer 5/8" Type "X" gypsum wallboard, or 2- layers 1/2" gypsum wallboard, among others, are approved material) 22. Provide attic access opening. Minimum 22" X 30 ". Opening shall be located in corridor, hallway or other readily accessible location. Location shall be determined to provide a minimum clear headroom of 30- inches at or above the access opening. 23. Enclosed attics and enclosed rafter spaces formed where ceilings are applied directly to the underside of roof rafters shall have cross ventilation for each separate space by ventilating openings protected against the entrance of rain and snow. The net free ventilating area shall not be less than 1 /150 of the area of the space ventilated. OR The area may be1/300 of the area of the space ventilated provided 50 percent of the required ventilating area is provided by ventilators located in the upper portion of the space to be ventilated at least 3 feet above eave or cornice vents with the balance of the required ' ventilation provided by cave or cornice vents. Project Name/Tenant: L c f/ Value of C struction: 3, q . a Hit/ -t-t � rues Site Address: 12(0 cihi State /Zi • - x -'5 A�1. , tt�►44/ii.A9 , 6l�) CL .1- SP L.% -oos Tax Parce ocxsc Number: 1g Property Owner: lait rr Bcitu, I r1G GRP. Phone: 3cc� - 4 14 3 Rc1 i �J22 1 O Street Address: City State /Zip: 1 20's� - tAIL r44 Ns/. K. Svort4A4 A . ties 33 Fax #: 3cvs • O 1 '3 Contractor: 13 to U'�R �J GR(�. Phone: `?Stv`7 t 1,MS , 'L2`tO Street Address: , State /Zip: 1.20 3 ' Ply.t.WiIt 1 / 4 16 NI . N. 1 j El�fIt.6 14 1133 Fax #: .cos "01 `7 Architect: I LE ' 1 tCQti1' Phone: 3Coa2. •2842 Street Address: NISi. -D 43 .5 6'2. S � � State /Zip: , g43c3 Fax #: sAnn Engineer: N /A Phone: Street Address: City State/Zip: Fax #: Contact Parson: 1 3 t1,"i )LI -6R Phone: .-- o`t• 41 1999 5rLD.:1O Street Address: O 3 5 Pfk L ik 1 f•l f - vI V • 14 0 r r� WA C IS 13� - s(...5 • b i 3 * - T Description of work to be done: GoIJSr'QUcTlegg of A, t. v4 S(1-.1c.iLE F'Ativ1X 1Dtkt1.L144 Type of work: New Single - Family Residence ❑ Addition - Single - Family Residence El Interior Remodel- Single - Family Residence El Residential Accessory Structure* El Remodel /Addition to Accessory Structure ❑ Garage(s) ❑Dec k(s) - Covered & Uncovered El Residential Reroof Is this site served by: u- "wer El Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) �- sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: lC sq. ft. Dwelling sq. ft. Covered Deck(s) ,' 1C::)."t sq. ft. Garage /Carport sq. ft. Accessory Structure(s) 1 13 sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) IA 4 5/ 11 = 14. For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling ' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. CITY OF TUVWILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Single - Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: Additional reviews shall be determined b the Public Works Be • artment El Channelization /Striping ❑ Curb cut/Access /Sidewalk El Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone El Hauling Land Altering: la. Cut LQ cubic yds. t3t Fill D cubic yds. El Moving an Oversized Load: Start Time: End Time: El Sanitary Side Sewer It: ❑ Sewer Main Extension 0 Private 0 Public 1. 11 torm Drainage El Street Use ❑ Water Main Extension 0 Private 0 Public El Water Meter /Permanent # Size(s): El Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed 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 ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: PLEASE SIGN BACK OF APPLICATION FORM SI'l' RMIT.DOC 2/13/97 - 1-(T6 - G - 1 D ate application expires: • R STAFF USE ONLY PermIt Numb•rs ., Project Number: Q) Appllcatlo�y: (initials) ° • BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: Print name: Phone: I Fax #: Address: City /State /Zip: ALL SINGLE - FAMILY RESIDENT' L PERMIT APPLICATIONS MUST BE BMITTED WITH THE FOLLOWING: • DRAWINGS PREPARED BYE, REGISTERED ARCHITECT OR PRO. .SSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL ➢ ALL DRAWINGS SHALL BE 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: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H - 16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan: 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ ❑ Foundation plan and details ❑ ❑ Floor plan ❑ ❑ Roof plan ❑ ❑ Building elevations (all views) ❑ ❑ Building height ❑ ❑ Building cross - section ❑ ❑ Structural framing plans and details necessary to completely describe construction ❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPERMIT.DOC 2/13/97 * A* k4A** A* t: kA•*•kf•tk*Ak * * *hkA•k**•k* *** r*• ktA k*? kk•k*;t•k4*A*)41 *h *'4*A4 CITY OF TU.1NILA WA TRANSMIT * A*: 1** k1k *kh *A **+.•kk*•* ** * * *•.kikk k* k*Q rk** C+!F 1•k *A* ttA*A* , : TRANSMIT .Numt'er: R9700694 Amount: 20.00 12/19/97 11:48 Payment Method: CHECK Notation: BUTLER BLDG Init: KJP Permit No: D97-0222 Type: DEVPERrI DEVELOPMENT PERMIT Parcel Na: 000300.0015' Site Address: 13672 51 At) S Location: LOT 1 OF L96--0054 HILLTOP SHORT PLAT Tool Fees: 1,915.74 This Payment 20.00 Total ALL Pmt : 1 Balance: .00 : t** A***•A*** k** A •o* *;1 **A *•A *A * *iA * *4 *A **a1 **• *- Ak * * **Ak * *d• * *fiA *:1 *A• * *•k Account Code Description Amount 402/342.400 INSP FEE - SME /SSS 20.00 Permit No: D97.0222 Type: D.EVPERM DEVELOPMENT. PERMIT Parcel No: Q00300 -0015 Site Address: 13672 51 AV S Location: LOT 1 OF L96-0054 HILLTOP SHORT PLAT Total Fees: 1,895..71 This Payment 1,192.25 Total ALL Pmts: 1,895.7,1 Balance: 6,40 * w A *4• * * * * * * * *oL * *•k, ****•*********•*** * * **n * * * * * ** * ** * *k * * * * ** * ** Account Code 000/322.100. 000/3 000/386..904 000/342.400 4.12/.342.400 000/322.100 000/345.830 Description BUILDING - RES PLAN CHECK - UTILITY STATE BUILDING SURCHARGE INSP FEE .- •UTILITY INSP FEE - STORM DRAIN LAND ALTERING PERMIT FEE LAND ALTERING PLAN CHECK RECEIVED AUG 211997 ' Oc *k*. *. ** * ** * * * * *k**** * *k * * *** i**** * *44Ak *k * *k *k ** **** * ***Ak * * * * *k COMMUN CITY OF TUKWII::A, WA �C J "�•- TRAN�SMIT OFVELOpMENT at• A 44,. * * * ** *k *k:1** *k•k�F"�r�4�ko k4*. a***:. *** ***k* *k *TI** *• *A. *• **4,* TRANSMIT. Number:' R9700628 Amount: 1,192.25 08/19/97 10 ;58 :,Payment MethodsCHECK. Notation: BUTLER BUILDING Init: SLB Amount 1,082.25 20.00 4.50 15.00 15.00 33.00 22.50 7775 00/20 9717 TOTAL 2514.50 . .CITY OF TUKWII A.WA tRAt�Sr42't. * *�A�1,A **.� ** * * ** ** * _.* ** �L * * * ** 1%* * *** * ** * * ** * * * *�.*�. * * ** :TRANSMIT: Number: R9.700609 Amount: 703.46 07708797 12:56 Payment Method: CHECK Notation: BUTLER BUILDING Init: SLB Permit No:: D97--0222: Type t EVPERM DEVELOPMENT PERMIT .. Parcel No: '000300• -0015 Locations 51 AV.S & 8 138 ST LOT i.` Total Feee: 1.790.21 TMia Payment 703.46 Total ALL Pmts: 703.46 Balance: .1..086.7; * **• *A *. ** Mir*.**.* * * * *A* *A * * * * * * ** * *A * *A * * * * ** * *' *A * **. ** *AAA *A ** * * ** Account. Code Description Amount 000/345.830 PLAN CHECK RES 703..46 1963 07108 1717 TOTAL 2898.34 Project: 1 [! r . Type of ins •' ction:� Date called: ; Q CJ Ad • S Ai Special instructions: Date wanted: 7 S" � � ( �. , a.m. o dor Requester: J2 // INSPECTIO NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100,' Tukwila, WA 9818 Approved per applicable codes. COMMENTS: • INSPECTION RECORD' Retain a copy with permV 1-3670 Corrections required prior to approval. Date: L Li $42.0 REINS°ECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: HIlf+dp tior1 Icif ! Type of inspection: Fi vac. I Pw Address:: '347a 5/ t. 44.4 5 Date called: Li- 6 -`i"S Special instructions: Date wanted: �t -7 Cam) p.m. Requester: 6 ;11 Wee Phone No.: 4 199 -5'1 0, 99S• 2 -7C INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Inspector I I 0 q/9t INSPECTION RECO. Retain a copy with p fI Date: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: �.'� O9 - Corrections required prior to approval. - 7/ l Project: a lz l ll f � . C Type of inspection: Address: 3(0,.? - Date called: 4/ g Special instructions: _ Date wanted: 4//( [o 9 S a.m. p.m. Requester: g � r t e(4 Phone No.: INSPECTION RECOpol Retain a copy with pit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: Approved per applicable codes. ztjtell 7 kAJ,c..„„ Receipt No.: b ”-v22 (206431 -3670 Corrections required prior to approval. MIT NO. cAJGcb. w „,, 61<r S. r(e Q s 6 0Ao &A cc.mA. s ee p Inspector: 6U Date: 4/4 $42.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: . 4 COMMENTS: sk . , i CANN% il l't*Zte.) F.4i,4 zuci-. 3 3 C t:S L OZLI 64 41 S*WS k V`ICX ." INI M %-• S i- .1 <6 c cl tr4V .ketS a•-•.- 11) ci.osvcc, 5 i'aysoc tv,q.prci 6),(14%-in- 1,1 co,4..4. rct‘-- - flA it..niNcE A-,10 14 6 - C-4 Cuss b ez-1-■€7 / t C V.-AL:7 Pt12-0 Sc (1,14C4 , 1*.p.d--s • c- 1 et..vw il C‘ f--- 'Jill-- ... 6 &p ( ;LC n-wv) Pk& 61-1 C. Vit) iLiti (--; 1.//) • Date wanted: ‘... Proj71: • j L AAA-rer i i 1 fria)l-gla Lc)* f Type of inspaction: \-- Address: Ii 4u5 Date called: - -.? Special instructions: • Date wanted: 1p -c Jo ( p.m. Requester: -7, Phone No.: c90 Li9 • INSPECTION RECORQTh Retain a copy with pernL-1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.; #100, Tukwila, WA 98188 PERMIT NO. (206) 431-3670 F1 Approved per applicable codes: Inspector: Date: 411.. Corrections required oncitto approval. $42,00 RFINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. Receipt No.: Date: Projec , rr i_ 10) / l (if I Type of inspection: V!. xi2 bi.r1., tr..w Address: J 12,107g 51 A-V Date called: l Special instructions: ,q, i Date wanted: c t t � a.m. p.m. Requester ++ Phone No.: INSPECTION RECOR Retain a copy with per INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 4 Approved per applicable codes. COMMENTS: Date: 31ys Inspector: I I $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: ' Date: Project A Type of inspecl • um U. izaie Address Date called: i--0-15 Special instructions: F i .-------- Date wanted: a.m. Requester: b ue k k. Phone No.: 1:5 INSPECTION O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, TUkwila, WA 98188 7 COMMENTS: 2.- D.6L A 1 ALC7Th n_. 6 , F 0 ,11-t ccar — AJ-W 6-x4c - 9S 1 4-OLEs pA-Too. 64 cikiJ6; Inspector: I Approved per applicable codes. )//11 Date: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 9300 Southcenter Blvd./ Suite 100. Call to schedule reinspection. Re"tipt No.: Date: INSPECTION RECORD Retain a copy with per Dqq- 0214- PERMIT NO. (206) 431-3670 Corrections required prior to approval. Project: 1 4 1 1 I Top Type of inspection: S D Address: 13 (972. si Date called: 1 -IJ Special instructions: Date wanted: '!.. - gym) �l ri(.5711 p.m. Requester: � 111 ,• � �-f� -Q ,,,, JIM - ` Phone No.: CITY OF TUKWILA. BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Inspector: I I INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with pet( RMIT NO. 6) 431 -3670 Corrections required prior to approval. COMMENTS: ti .iji S7 % 0.5. -t' 17) 1,0 frIC CA4k a ;: Date: / cm $42.00 f;EINSPECTION FEE REQUIRED. Pjlor to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cafi to schedule reinspection. Receipt No.: Date: Project: y ` J� L / "` 1 I 1 (� i �� U 17�� l G Type of inspection: I -`r\ ELI C f. y'l ,: YV A'I�ls Address: I /56 �� 1 AU S Date called: / 1,3 • Special instructions: ' Date wanted: I-ILI-u CD Requester: l) j Phone No.: • OGG.c-rr 9 INSPECTION NO. INSPECTION RECOR Retain a copy with per CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 I ] Approved per applicable codes. . COMMENTS: Inspector: 1 Corrections required prior to approval. /(t/(12 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No.: Date: Project: Hi I I +dp , + fl b e s T ype of inspection: Fined SPu.1er C onr c-f ian Address: 131 5 I5+ Ave S Date called: I-9-98 Special instructions: Date wanted: a.m. 1 — IS' qS Requester: TOM � i 13 4 le r Phone No.: '195- 2270 pqr. INSPECTION RE . 'RD Retain a copy with}Jmit INSPECTION NO. ° CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. AIM D97-0222 ERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: I/j C6AStxh, A 1)6t s aud JQ .:fr I J I WM2P, -Q- � A t. Inspector: Date: tit 3/ q $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 1 Project: 1 i L i r iType of inspection: Add ress: Date called: Special instructions: Date wanted: )Z - a'.m. , p.m. Requester: -i - � Phone No.: c :, ..rz 99 --0a70 • INSPECTION RECORD Retain a copy with per INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 c Approved per applicable codes. COMMENTS: Inspector: p ge , .�: bcri 093a PERMIT NO. (206) 431 -3670 Corrections, quired prior to approval. Date 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: Type of ins ection: Address: /I /32 ' 4V J . Date calle ] Date )' [, `q /1 f Special instructions: . Z -3 i Date wanted: J - D a.m. Cam: Requester: `� of / Phone No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter. Blvd., #100, Tukwila, WA 98188 COMMENTS: i 9 �� � 1 .: 'F►t -0 *. --• -,- 6Z-.4p61...._. .2) 04 6m.p, 9 3 5 1 1 1 r1 �,t l Tr 1 A ca k,, c_.A-n' 'I • i Date: INSPECTION RECOR Retain a copy with per Approved per applicable codes. Corrections required prior to approval. $42,00 REINSPECTION FEE REQUIRED. Prior to ins fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Proje til1� }�� l�� Ty pe of ins ectio WL-L Si-q — ,mss L;�, YY ,. Address: Date called: Special instructions: Date wanted: a.m. ID -7 Requester: ? ' ,�,{ Phone No.: I Approved per applicable codes. INSPECTION 'RECORD �/ � Retain a copy with perm IY i - 7 Da PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 (206) 431 -3670 Corrections required prior to approval. COMMENTS: Inspector: Date: (111/44 Ct $42.00 REINSPECTION FEE REQUIRED. Prior to inspect on, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: r t t. • Project: 0 Type o 'nsp� tip a C' Address: ( ? 2— 51 PN - - Date called: I 7- 4 4- - Special instructions: Date wanted: ( ' a.m. Requester: '/ - 1 Phone No.: I I Approved per applicable codes. INSPECTION RECOR Retain a copy with per INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 II • PERMIT NO. (206) 431 -3670 MMENTS: Corrections required prior to approval. Date : /Z /u 1 $4 1.00 REINSPECTION FEE REQUIRED. Prior to inspe tion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ritftirop -Ion-)4‘s to-44 i T -Y5V f dro'sp ti 4i0,, Date calle 9 ":: a tta% 511±.0oe: Special instructions: • • , Date d: wante . roman . 1 i Re et • (I N s lr uifler PEW cT5 - Dalo 0 I INSPECTION O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 proved per applicable codes. Receipt No.: INSPECTION RECORD/ Retain a copy with perni,)17 97 PERMIT NO. Corrections required prior to approval. COMMENTS: r'' Date: /61:2 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: . (206) 431-3670 . . Project: tt 14t TO to koA^ Type of inspection: Sp Address: `�� 7� \ Si r tc Date called: 9 J � q f 7 1 Special instructions: Date wanted: L. 3 a.m. p.m. Requester: ) j j pAit ,, Phone No.: � — y1y 36 3 I I I INSPECTION RECORD Reta a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. I I PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: c (1341i (NStidl {SAN Seock t cjk1 L 1 (p ` Po C A I,-la l A fl F Inspector: M Date: c 3a/97 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: � oject: T pe of insper ion' Address: - -P Std ' o , - S. to called GR - -q') Special instructions: Cs ate aritsl S. quest L Q er: DIP L ( Qr ,,, ) d; INSPEC ' ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECOR Retain a copy with per Inspector: caL- I I Date: PERMIT NO. 1. 06) 431 -3670 Corrections required prior to approval. b $42.00 REINSPECTION FEE RE UIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pr•je t: li, P - 1 Ii • • ' T, .e of inspection: i~ #`, — lb .1 dyes Ile gilled : Special instructions: �} Pcym a ted: q � `" G q a.m. p.m. tun P o N --- I-- - ---•••,-•■•• Approved per applicable codes. INSPECTION RECOR Retain a copy with per 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: 't (1 $42.00 REINSPECT • N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt � Date: r jeRth .� mei S L 1 Type of inspect.. 1 _ - e 1. 51 A-r/ 5 , Date called: (21 ,- V/ 3 Special instructions: 'oC /LA • '� /OW f Date wanted: t J Requester: Phone No. :G s_ zZ 1 p = ti, lI INSPECTION NO. CITY OF TUKWILA. BUILDING DIVISION 6300 ,Southcenter Blvd., #100, Tukwila, WA 9818 Approved per applicable codes. I I • INSPECTION RECOR Retain a copy with per poi -- p2z PERMIT NO. (206) 431 -3670 • Corrections required prior to approval. COMMENTS: Date: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. Receipt No.: Date: P oject: NAIL 'wit► aat•lk • II_ AA. • : of inspecti • n: , ., *. a . . Ilk . ait■ Address: Date ca ed: Specia i n s tructions: 3a. 'a , ` Date wante4 9- a -crl a.m. c-. m. t i ester: P one No.: /� ' — e�r � l INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: • 6 C. flat f (ni .N- t n 1) > Y Y• CP . i ,, Inspector: Date: 5 Ju 17 Approved per applicable codes. INSPECTION RECORDrTh Retain a copy with pernLd 0, PERMIT NO. $42.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectjon. (206) 431 -3670 ?I.1 Corrections required prior to approval: Receipt No.: Date: Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature FINALAPP.FRM City of Tukwila Fire Department Project Name P- 1 1 10 y9 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Permit N T.F.D. Form F.P. 85 .. a w. .`.e ?. • John W. Rants, Mayor Thomas P. Keefe, Fire Chief Address 134 5 ` x 7 . I 3 C ?>-- C I A i .$ Suite # Date Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 ACTIVITY NUMBER D97 -0222 PROJECT NAME HILLTOP HOMES LOT 1 D ARTMENT: B S IN DIVISION PUBLIC WORKS r REVIEWERS INITIAL REVIEWERS INITIAL CORRECTION DETERMINATION: REVIEWERS INITIAL C:ROUTE -F Ptnnt4 Coo &n0f C�pj PLAN REVIEW / ROUTING SLIP NA DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE 15ZI NOT COMPLETE L_J COMMENTS DATE APPROVALS OR CORRECTIONS: (ten days) APPROVED [] APPROVED W/ CONDITIONS p DATE DATE ...,,......, �... � ...n.,...� h M..,.. wmr ..+nxxrrnadrsiHatN.L�sti'.Y.i lKt ;? DATE 7/08/97 `b�(oI PLANNING DIVISION 0 N PERMIT COORDINATOR ■ DUE DATE 7/10/97 NOT APPLICABLE 0 TUES /THURS ROUTING: PLEASE ROUTE I I NO FURTHER REVIEW REQUIRED L___! ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) DUE DATE 7/24/97 NOT APPROVED (attach comments) 0 (Certification of occupancy required. DUE DATE APPROVED 1 APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) 0 I u c "v"a d y G' +a'brir;:iYe,rx. t X3`0 t�^iS'ri: t' -: 6ii:tn tiYr:o * faNs,%k 3;I ;'ti ,t*::e5t k tSF Y.,S:Y "<:K: d ^ML�i :;: td��f':fi Fs4 ifl1M PcS ACTIVITY NUMBER D97 -0222 PROJECT NAME HILLTOP HOMES LOT 1 DEPARTMENT: BUILDING DIVISION r 17 PUBLIC WORKS DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE COMMENTS TUES /THURS ROUTING: PLEASE ROUTE REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) APPROVED I 1 APPROVED W/ CONDITIONS REVIEWERS INITIAL CORRECTION DETERMINATION: REVIEWERS INITIAL NOT COMPLETE DATE ra: 'can +Ir,seta". 7;s:.•.wr. e lrr,ena07, - tFr..^.wx mipmti PLAN REVIEW / ROUTING SLIP DATE 7/08/97 FIRE PREVENTION PLANNING DIVISION STRUCTURAL C PERMIT COORDINATOR 0 4 ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) DATE 7- IQ DUEDATE 7/10/97 NOT APPLICABLE NO FURTHER REVIEW REQUIRED E NOT APPROVED (attach comments) 0 DATE DUE DATE 7/24/97• I DUE DATE APPROVED I I APPROVED WI CONDITIONS 111 NOT APPROVED (attach comments) 0 (Certification of occupancy required. ) 3 .33.33 r 3-j 3. - 3 3•3, i 3 i.: &. ' ' 3 " 11, P* - 4 1447 ' , .i , ' 33 1 11 1 ;:6"r " , 31" 4 `17'tl '" 'Wle r' . W.., .hy6",,, • ,ativr-3'33.,43. wr,333.:310 A% ‘3 0 3-3 , "+3-3:3N 3313.3.3 itt$,C34.0,Mglmt:•324,m9,A3..41M:i113.37C4n10741t3r5-0!03■3:33.,t,..+30,7n33.rove....utr43■34‘.-3. • ; ACTIVITY NUMBER E.) C f . 7 - OaRa PROJECT NAME DEPARTMENT: BUILDING DIVISION PUBLIC WORKS 4 DETERMINATION OF COMPLETENESS: (T, Th) COMPLETE n NOT COMPLETE NOT APPLICABLE commENTs fiectie, see revisel wa3er made*, II .:401 • 11 PLEASE ROUTE NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF El (If routed by staff, make co • master file & enter Sierra.) TUES/ _ REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) APPROVED fl APPROVED W/ CONDMO REVIEWERS INITIAL C:ROUTE-F PLAN REVIEW / ROUTING SLIP -1--1(11-1-op FIRE PREVENTION sTRucruRAL E CORRECTION DETERMINATION: APPROVED fl APPROVED W/ CONDITIONS DATE DATE 61 coh-- • r ••••■•=114 •••••••■■■•0 a DATE 4 4, DUE DATE DUE DATE (Certification of occupancy required, PLANNING DIVISION PERMIT COORDINATOR NOT APPROVED (attach comments) El DUE DATE NOT APPROVED (attach comments) 7f I t' 3!.7.- '::., 7.'»'e1r iVg(; :` : ;ps, ACTIVITY NUMBER DEPARTMENT: BUILDING DIVISION El PUBLIC WORKS REVIEWERS INITIAL 4 REVIEWERS INITIAL C:ROUTE -F D97 -0222 PROJECT NAME HILLTOP HOMES LOT 1 STRUCTURAL APPROVALS OR CORRECTIONS: (ten days) FJm,TH4, ; ",g `?hN3= l:e.stnrosw. aew+u.twrmtrtrarxy we :w +crarrtrwu 4a ricn Ma rcaro:.vr •... DATE PLAN REVIEW / ROUTING SLIP DATE 7--to ~ DATE 7/08/97 FIRE PREVENTION • PLANNING DIVISION PERMIT COORDINATOR Q DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE 7/10197 COMPLETE n NOT COMPLETE NOT APPLICABLE El COMMENTS Pi5e Q, i1 CithieeSS . DUE DATE 7/24/97' APPROVED 0 APPROVED W/ CONDITIONS n. NOT APPROVED (attach comments) 1:4 REVIEWERS INITIAL 5 Lib DATE — 1 \S k CORRECTION DETERMINATION: APPROVED l l APPROVED W/ CONDITIONS I TUES /THURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF E] (If routed by staff, make copy to master file & enter Sierra.) I DUE DATE NOT APPROVED (attach comments) 0 (Certification of occupancy rcquimd. ) : 4:r:7. .r.lrt5; 0 JtN:"' C.". b' Y !'tUw':'iGRC+'•1'A.V.P!"�k'Say, C PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0222 STRUCTURAL PROJECT NAME HILLTOP HOMES LOT 1 DEPARTMENT: BUILDING DIVISION FIRE PREVENTION p PLANNING DIVISION PUBLIC WORKS fl DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE p NOT COMPLETE COMMENTS TUES/THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED �C1 ROUTED BY STAFF p (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL c 2 APPROVALS OR CORRECTIONS: (ten days) APPROVED I I APPROVED W/ CONDITIONS E NOT APPROVED (attach comments) REVIEWERS INITIAL CORRECTION DETERMINATION: REVIEWERS INITIAL C:ROUTE -F DATE —7 DATE DATE PERMIT COORDINATOR p DUEDATE 7/10/97 NOT APPLICABLE DUEDATE 7/24/97* DUEDATE DATE 7/08/97 U APPROVED 1 APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) 0 (Certification of occupancy requited. ) E' �{1a. :3 >` 4 "•'i�;'��f"• .'4i�°V' y Y,y rw �; .r,�'. +�, - .t�a� �;t ; �J•- ��v��j � • Y• � fi... s.; x: w' �nr.? z :���r�ca,r:.,- :�i z"?�yY h ex: ,ci�fsl`�'��'`'�s"rt'`r...rr.,. �f`xhS•. flf.�''; ";;tom �..'� ...a..'�eY./�.��:c+��; ACTIVITY NUMBER D97 -0222 PROJECT NAME HILLTOP HOMES LOT 1 DEPARTMENT: BUILDING DIVISION PUBLIC WORKS I DETERMINATION OF COMPLETENESS: (T,Th) DUEDATE 7/10/97 COMPLETE. NOT COMPLETE NOT APPLICABLE COMMENTS TUES /THURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED 0 ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INI'T'IAL • PLAN REVIEW / ROUTING SLIP 2 APPROVALS OR CORRECTIONS: (ten days) REVIEWERS INITIAL C:ROUTE -F N DATE 7 10/9? DATE alai 4P. f .:Wim"Y(£F.'n +Sl��; DATE 7/08/97 FIRE PREVENTION PLANNING DIVISION El STRUCTURAL 0 PERMIT COORDINATOR Q DUE DATE 7/24/97' APPROVED n APPROVED WI CONDITIONS i NOT APPROVED (attach comments) Q REVIEWERS INITIAL DATE 87M/4 CORRECTION DETERMINATION: DUE DATE APPROVED ri APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) Q (Certification of occupancy required. Project Name: , H I I to - 'ornto _..5 Address: 13679 5) A 5 Residential Building Permit Number: y-,, 2 VJ ( 0 � a 1. Prescriptive Option W.S.E.C. Chapter 6, (check building permit option used): CI 1. CI II CI in. 5d, iv. CI v. CI vi. CI vii. ❑ VIII. 2. House Square Footage (HSqFt) SOg , F . 3. Heating System installed, (check system type below): in a. Electric Resistance /21 BTU /h per sq. ft. ❑ b. Electric (forced air) /24 BTU /h per sq. ft. A c. Other Fuels (gas, heat pump) /27 BTU /h per sq. ft. 4. Equipment: a. Make b. Model c. Size in BTU's 41-e 6 ) (O Nl,d . 5. Calculation /(HSqFt) I f3 0 S (see line 2 above) BTU /h X 2 7 (see line 3 a, b, or c above) 4g '? BTU Equipment Maximum Size 7/9/96 CITY c" TUKWILA 0. Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 Prescriptive Heating System Sizing for Single Family Homes - New Construction Washington State Energy Code Chapter 9, Climate Zone 1 PERMIT APPLICATION #: jpq - od PLA lSo3 H -6 Applicant's Signature: Date: - MECHANICAL CONTRACTOR (please print) Name: Company: Address: Signed: Date: CITY OF. TUKWILA Permit Cen 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 H -6a Submittal Checklist MECHANICAL VENTILATION Pc,.a-t.( l 80is INTEGRATED FORCED -AIR VENTILATION REQUIREMENTS Lot #: / Permit #: 97 — Q � Project: � '/ J /1()/92('S Address: -7 a 5 4- V 1. Intermittently operated whole house ventilation systems shall be constructed to have the capability for continuous operation, and shall have a manual control and an automatic control, such as a clock timer. 2. Integrated forced -air ventilation systems shall have a 6 -inch diameter or equivalent outdoor air inlet duct connecting a terminal element on the outside of the building to the return plenum of the forced -air system. The outdoor air inlet duct shall be equipped with a damper or other device that regulates air flow to a minimum of 0.35 air changes per hour but not greater than 0.50 air changes per hour under normal operating conditions. The outdoor air connection to the return air stream shall be located to prevent thermal shock to the heat exchanger. 3. The following calculations describe the range for minimum and maximum air changes per hour under normal operating conditions. S06 1.1s Area of house X Ceiling height X 0.35/60 = min. CFM required Area of house X Ceiling height X 0.50/60 = max. CFM required 66 This house: Minimum CFM = 8 1 4 Maximum CFM = ( 1 ,1 1 The duct damper has been set and tested to regulate the air inlet duct flow to CFM and is therefore in accordance with the Washington State Indoor Air Quality Code requirements. MECVENT.DOC 1/29/97 NO MANUFACTURER FRAME MATERIAL MODEL # SIZE U -VALUE AREA S.F. 8 4LPINJE- 0 114-"f�. 2 80 As 133 54- s ALP 1 i-te \J1141/ L M i rO0 it4Pc • 47 ALe i t t I~ dlwfi... .5 KLtu (044 - i 4 7 4 (72 ALPIN.E V It•)L MIK2o14 Ig.tbs .5 81 1. HEAT SOURCE: TOTAL GLAZING AREA ENRCYCOD.DOC 2/13/97 CITY O" TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 WINDOW SCHEDULE GLAZING /SKYLIGHTS BY TYPE S.F. - TOTAL CONDITIONED FLOOR AREA 1 Sot S.F. x 100 WASHINGTON STATE ENERGY CODE RESIDENTIAL COMPLIANCE FORM PRESCRIPTIVE APPROACH 1 600 ACTIVITY #: 0a9.2. (gas, oil, propane, heat pump, electric) 2. WINDOW SCHEDULE: Fill in the window schedule based upon the proposed residential design and calculate the glazing area as % of the conditioned floor area. 3. CHECK PRESCRIPTIVE OPTION: Glazing percentage will determine which option to choose. Mark option at top of column. (See back of this sheet) TOTAL GLAZING AREA 44 (add entire column) PROPOSED GLAZING PERCENTAGE 141 H -15 The proposed glazing percentage must be less than or equal to the glazing percentage listed under the prescriptive option that is selected. A57 ENRGYCOD.DOC 2/13/97 CIc, -.PTER 6, PRESCRIPTIVE OP-rONS FOR ALL "R" OCCUPANCIES, CLIMATE ZONE I NOTE: Carefully review the requirements of each of the options in the charts below. From the table that refers to your heat source, choose the option that best suits your dwelling design. Glazing percentage determines which option to choose. Your building design must match the selected option requirements without exceptions or substitution. Design drawings must indicate all applicable requirements from table. HVAC,AFUE . •G max; :` % Hof floor U =value 2 • Door U =value . (R= value) Ceiling with attics vaulted; Walls: above grade below grade interior OR Floor exterior Slab on`grade; HEAT SOURCE: OTHER (gas, oil, propane, heat pumps) OPT I 0 OPT II 0 >.78 12% 0.65 0.40 (R -2.5) R-15 R -10 R -19 R -10 OPT III OPT IV OPT V o 0 21 % 0.75 0.40 (R -2.5) .:.. R-10 R -19 R -10 > :.78 21:% 0.65 0.40 (R -2.5) >.74 21% 0.60 0.40 (R -2.5) R -30 R -30 R -19 R -19 R -10 - R -19 R -10 :. OPT VI* OPT VII* 0 0 ;> .78, 0.40 • (R -25) R -10 R -25 R -1 >78 * < two stories The " >" symbol means more than or equal to; " <" means less than or equal to. 2 Glazing trade -offs may be made if the Option U -value requirement is not exceeded. PLAN REVIEW (for official use only) Selected Option is appropriate for this dwelling design. ❑ YES ❑ NO Option may be a better choice. Notes: Approved by: Date: ❑ Exhaust ventilation shall be provided for each dwelling unit as follows (S. 302): LOCATION MINIMUM AT .25 W.G. MFR. /MODEL FAN LABEL CFM (.1 W.G.) KITCHEN FAN 100 CFM i .. S 1 Z 0 BATHROOM FAN I 50 CFM ;. per( Lc 7 O BATHROOM FAN 50 CFM Q 51 o BATHROOM FAN 3 3 50 CFM 13VOLN 1 0 LAUNDRY FAN 50 CFM WHOLE HOUSE FAN* 0 50 CFM (1 -2 BEDROOMS) (CHOOSE ONE) 0 80 CFM (3 BEDROOMS) )4.,100 CFM (4 BEDROOMS) ❑ *Whole house fan also serves as a kitchen or bath spot fan: ES 0 NO If a spot fan is designated as a whole house fan, the capacity sh 74...y be the larger CFM requirement. Whole house fan: Location attic fan is closer than 4' to Whole house fan is listed O Whole house fan wiring O Whole house fan shall f5.14Th 2• 15P41-1 Sone rating U 5 (< 1.5 if ceiling) /labeled "for Continuous use." for control routed to central location. run continuously: Kitchen rate 25CFM, bath & laundry rate 20CFM. ❑ Integrated forced -air furnace ventilation (IAC Code S. 303.1.2(b)) shall be used instead of a whole house fan and fresh air inlets in the bedrooms: 0 YES 0 NO O If yes, a 6" outside air inlet duct with damper limiting the ventilation rate to .35 -.5 ACH, shall run from the building exterior to the furnace return plenum. ❑ Mechanical ventilation fan ducts shall be > 4" and properly sized using IAQC, Table 3 -3. ❑ OR: ❑ Fresh air shall be provided for each unit as follows: (IAQ Code, S. 302.6.1): O Each bedroom: Tested, screened, controllable, through -wall port ( >_ 4 sq. in.) to the exterior. O Overall living area: One wall port as specified for bedrooms. , Central forced air furnace which delivers outside makeup air through the ducting system. ENRGYCOD.DOC 2/1.3/97 CITY OF TUKWILA Permit Cenrer 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 H -15 ACTIVIY #bi MINIMUM VENTILATION REQUIREMENTS FOR RESIDENTIAL OCCUPANCIES FOUR STORIES AND LESS Chapter 51 -13 W.A.C. Source specific and whole house ventilation systems are required for residential occupancies. In addition, exhaust ventilation fans must provide specific performance ratings and (in the case of the whole house fan) specific "Sone" ratings. Fill in the exhaust fan schedule below with the fan manufacturer's name, model number and performance rating. Secondly, check the criteria that applies to your design. Building Component Description including U•Value or F -Value Heat Loss Factor (HLF = U x 46°M) Component Square Feet (SF) Linear Feet (LF) Cubic Feet (CF) Component Heat Loss (HLF x SF, LF or CF) A. Window, Skylight, Single (U - 1.200) 55.2/SF x SF - BTUH Sliding & Swinging Double, untested (U - 0.900) 41.41SF x SF - BTUH SF .• Glass Door, AAMA•tested (U . 0.750) 34.5/SF x ..., j - Glass Block AAMA•testod (U - 0,650) 29.9/SF x Cr :., SF - ._ _ BTUH AAMA•tosted (U - 0.400) 18.4/SF x SF - BTUH SF - BTUH Other (U - ) /SF x Wood 1.3/4 w /panols (U - 0.570) SF - BTUH B. Opaque Door 26.2/SF x Wood 1.3/4 solid core (U - 0.3.30) 15.2/SF x SF - BTUH ‘i4.. ' BTUH Insul. metal w/o TB (U - 0.400) 18.4/SF x SF - SF - BTUH Insui. metal w/TB (U - 0.200) 9.2/SF x SF - BTUH Other (Li -_) /SF x SF - BTUH C. Roof /Ceiling None . (U - 0.400) 18.4/SF x SF - BTUH Insulation R•19 •• (U - 0.049) 2.3/SF x SF - BTUH R•30 (U - 0.036) 1.7 /SF x �7 12-20 SF - I BTUH • R 38 (U - 0.031) 1.4/SF x SF - BTUH R -49 (U - 0.027) 1.2/SF x SF - BTUH R (U . ) /SF x None (U - 0.250) SF - BTUH D. Wall Insulation 11.5/SF x (above and below R•11, metal studs (U - 0.140) 6.4/SF x SF - BTUH SF - BTUH grade) R•11, wood studs (U - 0.088) 4.0/SF . x R•15, wood studs (U - 0.076) 3.5/SF . x SF - BTUH R•19, metal studs (U - 0.110) 5.1/SF x SF • BTUH 7� SF - BTUH R•19, wood studs (U - 0.062) 2.9/SF x R•21, wood studs (U - 0.057) 2.6/SF x SF - BTUH SF - BTUH R•19 + R•5 rigid (U - 0.046) 2.1/SF x SF - BTUH R- (U . ) /SF x E. Floor Ovor None (U - 0.134) 6.2/SF x SF - BTUH Unheated Space R•11 (U - 0.056) 2.6/SF x „.- SF - BTUH Insulation R•19 (0- 0.041) 1.9 /SF x t.'l - SF - 11,.5 BTUH SF - R•25 (U - 0.034) 1.6/SF x BTUH R•30 (U - 0.029) 1.3/SF x SF - BTUH R• (U -_) /SF x SF - BTUH None (F - 0.730) LF - BTUH F. Slab On 33.6 /LF x LF - BTUH Grade Floor R.5 (F - 0.580) 26.7/LF x LF - 7 - 1O BTUH Perimeter Insulation R•10 (F - 0.540) 24.8/LF x LF - BTUH R. (F -___) /LF x G, Basemaht Floor None (U - 0.032) 1.5/SF x SF - BTUH R. (U - /SF x SF - BTUH H. Infiltration _) Pro 1980 (.018 x 1.2 ACH) 1.0 /CF x CF - BTUH l 4 3 1 2- CF - 7.1$( BTUH Post 1980 (.018 x 0.6 ACH) 0.5/CF x Total - Design Heating Load (DHL) In BTUH -4,25-- BTUH If electric, divide 3.4 3 for DHL In watts - Watts Divide DHL by (1 Heated floor area) - l S •9 4 BTUH orsquaro foot Space Heating Equipment Sizing Umits Minimum required equipment size - DHL x 1.0 - BTUH.ot -Wales - DHL x 1.5 - '37 e 7 BTUH Qr- Watts Maximum allowed equipment size Proposed equipment size (Output) 7_ - C O� BTUH..W ua- (For gas- and oilfired equipment exceeding 150/. of DHL, and with output of 56,000 BTUH or loss, see reverse) 0154. ' ew" i". v�Y.;' c .. <t,.'Yi +ttllar.�.✓.yrAV. }l +b' • 411 = 11141411 N ERGY CODE Instructions: See reverse. Project Address' Date of this submittal' Project Number: Permtt Number: r t,AN GUIPMENT SIZING FORM July 1991 J■EOUIPSCF.PM:r CIT Op • 4PPROgri11114 (1 4111 0 A 6f .98 SUPPORTS: INPUT WIDTH 1 2x8 Stud Wall 5.50" 2 Beam 3.50" DE CONTROLS: MAXIMUM Shear(lb) 1002 Moment ft-lb) 1181 Live Do ,(In) Total Defl.(in) DEC -04 -1997 12:21 fJ•eoam^' v5,03 Serial Number, 707202818 SEAMUSA 1111 12/4197 10:4610 AM Page i of 1 .8ullq Cods: 041 • THIS PRbDUCT MEETS OR Gr-c SPAS CN,P PRQ.JECT INFORMATION No Project Information available 4 C .`. WEST KENT 1.5" x 9.25" 1.6E SOLID SAWN DOUGLAS FIR #2 16.0 a/c EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED CITY OF TUKWILA . APPROVED 12' GADS: Analysle for JOIST MEMBER Supporting FLOOR - RES. Application. Loads(psf): 40 Live at 100% duration, 10 Dead, 0 Partition, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(Ibs,) Snow (1,15) 484 436 0 Adds to SEARING REACTIONS(Ibs.) LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL 5.5" Left Face 913 (S1,15) / 577 3,5" Right Face 319 (F1.00) / 33 35; DESIGN ALLOW. CONTROL LOCATION 935 1011 Passed(93 %) LT. Overhang under Snow Roof ALTERNATE span loading 1181 2268 Passed(52 %) LT. end Span 1 under Snow Roof ALTERNATE span loading 0.135 0.269 Passed(U999 +) MID Span 1 under Snow Roof ALTERNATE span loading 0.056 0.200 Passed(U263) LT. Overhang under Snow Roof ALTERNATE span loading - Allowable moment was increased for repetitive member usage. - Deflection Criteria: STANDARD(LL :U480, TLU240). Additional checks follow. Left overhanp(LL :0,2 ", TL:0.2 "). • The load conditions considered in this design include Altemate member loading; - The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NOS for applicability of increase. ADDITIONAL NOTES: - IMPORTANT( The analysis presented is output from software developed by-Trus Joist MacMillan(TJM). The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Aseociato. - Solid sawn lumber analysis is in accordance with 1991 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On -IIne Help. Trus Joist MacMillan does not worrant the analysis nor the performance of solid sawn lumber materials. - Allowable Strout Design methodology was used for Building Code BOCA analyzing the solid sawn lumber material listed above. - Bracing(Lu): All compression edges (top and bottom) must be braced at 10' 10" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing Is required to achieve member stability. ■crAK- . REW noN of .jots-( J >Grgt A . Z' 1:33/ (d' Q.C.- 4PAttt.(7) = a.th 171_F Tt7(hL I.0NDING Uhl ?z A-N\ - aM ?l t'i(, oZ ( 521 ?Lc 3S x t� /2 aL CO -C ( Ljoi, 14 Clear 5\rxd■ ►b' deo( €P A C,t c is o>~ 1' b" Air '5z% phi= Viss 1 429 0 1 - emkt, LOj'}7 TEFLz'ut' 130 i E' _ J'N I ca-0 LAinS hI1rnir 400c9 ra Ca .S-tat‘ of ► - GukLA411 (4) . qtr► ----'i 0 S u K-PA•SS LmA:o OPERATOR INFORMATION: Weyerhaeuser Mike Annee 7401 S. 228th St. Kent, WA 98032 253. 854.3550 253- 859.3590 DETAIL OTHER 0 Blocking Copyright 0 1997 by Trus Joist M3CMIIIOn, a Ilmkad partnership, Boles, Idaho, USA. TJ•Beamr" is a Veclemass of Trus Jolat MacMillan. (� -- 206 854 0065 P.02/03 JAN 0 8 1998 Product Diagra I s I C onc p tual. 79G ?L' 521 ?t.c ie •1 2•1 /2•INCH WIDTH 0.9 7.5 0,0 10,5 120 13,0 15.0 10.3 16.0 10.9 21,0 22.5 24.0 29,6 27.0 1.1U0•INCH WIDTH 04pth IIh.1 3 Al: •INOH WIDTH 5.,a 060. 15 fur notes. DEC -04 -1997 12 21 LIC WEST KENT • TABLE 4 A LOADS FOR SIMPLE SPAN GLUED LAMINATED FLOOR BEAMS (PLF) (Load Duration Factor = 1.001 393 160 117 99 572 293 170 107 72 7 1 1 '7 906 293 184 (24 • 'ti'!'"�: , _ 400 203 196 . ' ± `. �• 437 093 622 417 572 0.0 410 210 122 77 51 7.5 BO I 410 237 149 109 9,0 ;; 709 010 25.0 173 10.5 1. t';^�. ?4 i 091 410 370 12,0 2f!A;' 'li 1 .:!,.1 6,3 410 13.6.��Y r 7 Dee .. 904 19.0 ��. ' .1'� r .,: f 1 a 8Ot 16.5 16,0 19.5 21,5 22_5 24,0 35,5 77.0 0,0 366 107 109 60 - 7.5 7 15 300 212 199 09 9.0 w,.v"f�• ° " 693 900 231 154 10.5 � ? 7;, 362 366 240 13,0 647 666 13,5 fl 15,0 10.5 10.0 19,5 21.0 22,5 24,0 25.5 27.0 r = 2400 psl, E = 1.800,000 psi, F,, = 165 psi 00 - - ... - - - - - _ _ 67 69 _ - ... - -. - .- - .� - .... 198 100 75 56 .-, - ... .- - ..• .•� - 200 150 113 • 07 08 99 _ - - _ - - . - - 293 21 4 160 124 97 75 63 03 - - «. - 402 293 220 110 13a 107 07 77 60 50 -. .- 535 390 23 236 177 142 116 95 79 07 57 - _ ... 900 380 299 230 184 150 144 103 57 74 63 55 - ■ - • '634', 484 573 293 235 1 91 157 131 110 04 80 70 59 59 - 004 465 366 303 235 196 184 130 117 100 67 75 64 50 572 450 360 293 241 201 170 144 124 107 93 01 72 639. 940 43 356 293 244 200 175 150 130 113 29 57 ''036 525 426 351 293 247 210 1 00 155 135 110 104 '50 006 417 340 793 249 214 104 100 140 124 03 109 172 257 300 502 650 SPAN 1FTI 26 SPAN 1771 79 59 - ▪ .,- - - 126 04 73 57 -- - 107 141 109 63 00 56 - - - .- .- 207 201 154 122 97 70 63 54 346 275 212 157 139 109 60 75 63 53 467 366 292 222 178 144 119 99 04 71 61 53 - - - 633 475 $00 260 331 107 154 129 109 92 79 60 50 52 792'.' 004 466 366 293 238 198 164 138 117 101 07 75 06 58 r". .- 731 552 457 360 298 245 205 172 147 126 109 94 05 79 7.19, 563 450 306 302 252 0 100 154 133 110 t02 00 606 " 061•x' 547 444 306 303 257 210 167 162 141 133 109 765 .694 539 439 366 309 462 225 19.4 109 148 130 Q02' • .' 7a9 , 691 ' 521 465 366 311 207 231 201 170 154 SPAN 1/71 Doom IIn,) 0 10 12 14 18 I6 20 Z2 24 30 28 30 3Z 34 90 30 40 42 4.1 46 48 TO 51 - - 122 69 67 51 ... • - -. 193 141 106 0 64 51 - - 285 210 150 122 30 77 62 51 410 299 225 173 196 109 60 73 563 410 305 237 187 149 122 100 749 546 410 310 248 100 102 133 7 09 632 410 321 398 210 173 677 521 410 320 267 220 432:, 651 912 410 333 2 7907 630 504 410 338 :• 00 ?' • ','1S9 013 490 419 • 547' 725 597 492 :. pg4:•;'i.� 800 099.. • 564 61 51 83 70 I11 94 144 t22 183 165 229 193 242 357 342 288 410 346 410 447 206 854 0065 P.03/03 60 80 103 1 (64 302 245 494 349 5 ) 60 69 1 1 141 173 210 232 290 39 77 07 135 149 let 218 300 4-1 40 01 67 85 106 190 I51$ 16p 335 ■ 58 74 99 114 178 100 167 91 65 01 100 122 146 173 City of Tukwila Department of Public Works NOTIFICATION OF UTILITY PERMIT ACTION TO: Permit Center FROM: Public Works Engineering DATE: August 6, 1997 SUBJECT: Hilltop Homes - Lot # 1 of Hilltop Short Plat L96 -0054 13672 51st Avenue South Parcel No.: 000300 -0015 Project No.: PRE96 -006 Permit No.: D97 -0222 Contact Person: Bill Butler Phone: (206) 367 -4143 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON AUGUST 6, 1997: JJS /sal CF: Development File (with copy of application and plans) PW Utilities Inspector (with copy of application and plans) PERMIT FEE Ross A. Earnst, P. E., Director Storm Drainage $25.00 Access $25.00 Land Altering $55.50 i a- I c i "q ri San 'ae wer 04111 OO TOTAL: '$t0S313 a Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the permit file. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 431-3665 PARce u : 0603-00- 0014 LEGAL DESCRIPTION LOT # / IU KvJ IL. A 6.P. cUp BUTLER B2D'G co/e: ADDRESS: . -C P/jL, T /NE Ai/f.'s/0 SEATTLE, WA (IS 1 3 P//Ok : 367- 4/43 SITE PLAN SCALE 20 ' PLAN /sob wi,w 1 {''£ 0 303 /--/ D(ZAtiA Lt1J6'r u 0 LI LOT COVERAGE LOT AREA = /2 3V..3 S.F. HOUSE & DECKS = .1222 ' � S.F. COVERAGE /222//231/3:1 IMPERVIOUS SURFACES HOUSE & EAVES = 1392 S.F. DRIVEWAY & WALKS = 932 S.F. TOTAL =232/ S.F. bcn- 0222 ,,,x)1:1 o h 1`1�1f 'I ulONILA PUBLIC W s d1 ov4-9,14t.A .D fit - £G,. Pt-tom tA•- iR3 T ,(i Ca P O LS' ZAVALES DESIGN ASSOCIATES MILT 2AVALES 1243 N.E. 152nd Shut Suiln B RECEIVED Snallln WA 98155 1 CITY OF TUKWILA 362.292 PERMIT CENTER :/ )RT PLAT i . n .B " o . L96 -0054 — Y OF TUKWILA \1G COUNTY. WASHINGTON DECLARATION: -T1 SY 11-ESE FEATS THAT E. 7HE LICERMGED. %PERSI ' E APC/CR CONTRACT FLFCHASEi SI CF THE LAM 1-EFE14 XI A AO T ACKIC ILECCE T SAID ffiYISC L�POTTJJ�T TO ADM 14 ANY MAHER WLTHN A PERID OF FIVE YEARS. FECM WITHOUT THE FL}G CF A FINAL. FLAT. TIE L.PDERSIGNIED .31.ARE TP1S SHORT PLAT TO EE A GRAPHIC REPRESENTATION �tT aaDLVSI1N MD THE SAFE S MALE WITH FREE CHIT 3 WITH THE CESRE CF TIE WEE/ 14 WIrmEss 14-ERE CE 1E SET CUR HAKE APO SEALS WASHINGTON Kra Snotn OA; 0" Ino...prelL \k. w1+: and :Y PFISCNALLY APPEARED HATE PE d "'to- S. •0•141"w iN TO EE TPE HIV CURL DECREED N AND WHO EXECUTED TI-E . FCFEGOIG P4STRIIENT. AND AQ N3LIEEEE T AT3%w1.. ID D P C PIED. LT MD CE�ZL F 2 7PE SR MY HAND ANJJ CFFIQAL THl4 TCI CFS 1 Y :. i 11EE STATE WE SET CUR MAMS APO SEALS NAPE NAPE NAPE APPROVA..S: CITY OF TUKWILA: ear-. CILIA of T rile Plerrar Q Du-ectcr. Cataj of TU w 1 11 : Ly a Jo') co" 15 14 Z. W1/4 SEC 14 -23-4 RED 12\61 Scabs 1'T BASIS OF BEARINGS -DEED FIELD TRAVERSE TCPCCN GTS-48 (/l rt A POINT IN TEE SECTION L IN€ 561 FE SECTIUS 14 AND 1E. TCY•ITF 23 NC WAS INI3TCN TI-ENEE VEST 184.8 FEE THENCE NCJRTE'iESTERL.Y ALCNG EAE THENCE NCRTEERRLY 245 1-thi ALCT EAST 24326 r tt 1. ,"ORE CR LESS T ALCT'C SAID SECTION LTE TO TEE F EXCEPT PORTION CCIWEYED TO KING LOT a TEE SCLIIEEIRLY 6300 Fcc 1 ALONG TEE EAST LINE CF TEE FOIL STEFFEN FOSTER CXZ b TICK CLAIM N Wit N K U3 COENTY. WAS-ZGTLN. CE CLr ENt..1N 3 [CARTER CCR E M R T L IRAN T. W Nt N KING C TEE LD'E 71 SECTIOES 14 ANL FC NT CF TES, CE C NTT N CRTH EaE CF FOSTER `- x CF A, rr.r cam et A q RECEIVED APR 0 91998 TUKWILA PUBUC WORKS S a t es ' 5 - 4 4 Lr (co - 1 1 AJ. S, L ( SP L_ Rco — 0o54 1Ll. (7U»- RECORD DRAWING r • 5%06 City of Tukwila Fire Department Fire Department Review Control #D97 -0222 (510) Re: Hilltop Homes - 13672 51st Avenue South August 6, 1997 Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) 2. All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (UFC 901.3) 3. For short plat development (four single family homes or less), hydrants shall be placed so that a hydrant is within 250 feet of a building. Distance from a hydrant to a building is measured along the path of vehicular travel. 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 Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Far: (206) 5754439 PART A: (To be completed by applicant) Site Address (Attach map and Legal Description showing hydrant location and size of main): I3 SI AV, S 1?M1a 5i Kv,S Owner Information: Agent/Contact Person: Name: B I I.L. Bat.. L ..e Name: T( LA. P) t(..A1 e . ,• Address:L'ZO `3�j 'PALA'rt IV J r G ' `` 'C Address: f 20 3, PA LA i t NI C Atli N• Sir Phone: 3t'•1 ^ 4i4 9 `8 11 f hone: " 3C0 - 1 -S L+ I L 9513:3 This certificate is for the purposes of: ,t Residential Building Permit ❑ Preliminary Plat ❑ Short Subdivision ❑ Commercial /Industrial Building Permit ❑ Rezone ❑ Other Estimated number of service connections and meter size(s): 1 Vehicular distance from nearest hydrant to the closest point of structure 1G5 ft. Area is served by (Water utility district): Nikt A j e (L ID ( eyr * )2- Owner/Agent Signature: Date: PART B: (To be completed by water utility district) The proposed project is located within TZ it_.4.4 )1/a kr "-? (City /County) The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: li c 54 w, j r4.$ 4-LK 1 -ray 6 e- �" lA f rvve.ro - 7) M c---1- Cc.)/9 /2-.5- ; 7# MO A-..cp S (Use separate sheet if more room is needed) Based upon the improvements listed above, water can be provided and will be available at the site with a flow of / 200 gpm at 20 psi residual for a duration of 2 hours at a velocity of 4 j fps as documented by the attached calculations. I hereby certify that the above information is true and correct. WC L 1Z-5 2.--Y - 9s 4 A4L- .. J4 --- .7 -- L `/ — 92 Agency /Phone By Date PART C: (To be completed by governing jurisdiction) Water Availability: ❑ Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item C2 are met. ❑ System isn't capable of providing service to this project. Minimum water system improvements: (At least equal to B2 above) (Use separate sheet if more room is needed) Agency /Phone By Date 19011 CITY OF TUKWILA Permit Cent. _. 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 PROJECT #:bcr7 H-ha Certificate of Water Availability (Required only if outside City of Tukwila water utility district) W7RA IL. DOC 6/5/96 L City of Tukwila Department of Community Development July 11, 1997 Sincerely, • L Kelcie J. Peterson Permit Coordinator File: D97 -0222 John W. Rants, Mayor Steve Lancaster, Director Mr. Bill Butler Butler Building Corporation 12035 Palatine Avenue North Seattle, Washington 98133 Dear Mr. Butler: SUBJECT: LETTER OF COMPLETE APPLICATION Development Permit Application Number D97 -0222 Hilltop Homes - Lot 1 51AvS &S138St This letter is to inform you that your permit application received at the City of Tukwila Permit Center on July 8, 1997, was reviewed at the July 10, 1997, plan review meeting. Your application was determined to be complete. Your permit has begun the plan review process, you will be notified of any required corrections or when your plan is approved. If you have any concerns or questions please contact me at the City of Tukwila Permit Center at (206) 431-367.2. 6300 Southcenter Boulevard, Suite 11100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 (To be completed for all new sewer connections, reconnections, or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council but is limited by state law to $10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge Is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge on this form should be referred to King County Wastewater Treatment Division at 684 -1740. (Please print or type) KING cow. rY Owner's Name R U' , �U ' LLOIr Li 60 10 (Last, First, Middle Initial) Property Tax I.D. Number 00 0 3 (00 ~ 0 0 k � Property Legal Ad Subdivision Nam �� 4 " d O 1 Subdi v . # Lot # I Block # Building Name (if applicable) Property 'x Street et Address il City, State, Zip 1 K tAi l L J 9 W N i bt � / Owner's Address Mailing 1 n n 3 A 1 1 t, (If different from S p k A above) - �1 La G Owner's Phone Number (2-O(/) ' 14 Property Contact Phone Number ( Party to be Billed (if different from owner) Party's Mailing Address (It different from above) City or Sewer District T J (G, t1.) ( G.P. Date of Connection: Side Sewer Permit # Please check appropriate box: Single- family ❑ Duplex (0.8 RCE per unit) ❑ 3 -Plex (0.8 RCE per unit) ❑ 4 -Plex (0.8 RCE per unit) ❑ 5 or more (0.64 RCE per unit) No. of Units x 0.64 ❑ Mobile home space (1.0 RCE per space) No. of Spaces Print Name of Owner /Representative Residential Sewer Use Certification Wt 1- 1.,1 x 1.0 = !$ Monthly. Ra ;.Six, Montle[ Residential Customer Equivalent (RCE) 1.0 1.6 2.4 3.2 ICU,iL4k ova For condominiums, please fill out Supplemental Form A in addition to this form. l certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected da a for determination of a revised capacity charge. Signature of Owner /Representative Date " C City of Tukwila Department of Public Works Ross A. Earnst, P. E., Director UNDERGROUNDING AGREEMENT WAIVER TO UNDERGROUNDING ORDINANCE OBLIGATION FOR FUTURE UNDERGROUNDING The proposed developmentat:� ( A.l 61 `-t' S o 3� � .._ Q� I 001 (street address) Parcel No. 00 o 30CC -equires undergrounding per Ordinance 486, 924 and 1321. In compliance with the requirements of Ordinance No. 1607 the property owner of this single - family development has demonstrated application of the Underground Ordinance will create undue hardship if carried out as part of the development. The Owner is obligated to participate in funding future undergrounding improvements for their proportionate share of said undergrounding fronting their property. Furthermore, if the L.I.D./U.L.I.D. process is used to carry out the construction of this undergrounding, the Owner waives the right to protest L.I.D. or U.L.I.D. formation for this undergrounding. Owner retains the right to contest the method of calculating assessments in such L.I.D. and the amount thereof to be levied against the Owner's subject property, and other property owned by Owner which would be within such L.I.D. L • nn ^- This Agreement shall be recorded by the City Clerk with the King County Auditor as required by Chapter 35.91 RCW and the cost of said recording will be paid by the City. This Agreement shall be binding upon the parties, their respective heirs, legal representatives, assignees, transferees and successors. This Agreement runs with the land. OWNER: V U.) NdL,, Owner (Signature) Date v`1 t i uc 34-7— 4+143 Owner (Print Name) Phone PAc-A.r it E J) N SSA i € W ,, 9113 3 Street Address City, State, Zip Page of 2 John W. Rants, Mayor (8/93) c..;.., .: r nn • T „ (• , ,./la Wach /r,rrtnn 0171,Q17 • Phnno• /7061433.0179 • Fax /2061431.3665 STATE OF WASHINGTON • County of / On this day personally appeared before to be known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that /V_ signed the same as /1-(S free and voluntary act and deed, for the uses and purposes therein mentioned. • Given under my. hand and official seal this A day of /'k , 1 9 '7?. IC TO AND FOR THE STATE TON, RESIDING AT: (C:doc 1 7) Public Works Director Page 2 of 2 • Date • Filed for Record at Request of BURIEN ESCROW INC. AFTER RECORDING MAIL TO: Name DAVID H. WHITLOW Address 1206 NORTH SHORE DRIVE City, State, Zip CAMANO ISLAND, WA 98292 Escrow number: 30760 DEED OF TRUST (For use in the State of Washington Only) THIS DEED OF TRUST, made this 01 day of November BUTLER BUILDING CORPORATION, A WASHINGTON CORPORATION whose address is TUKWILA, WA 98188 STEWART TITLE COMPANY whose address is 1201 3rd Avenue , Suite #3800 Seattle , WA 98101 DAVID H. WHITLOW AND OLIVIA B. WHITLOW, HUSBAND AND WIFE . This Space Reserved For Recorder's Use: UPON ANY SALE OR TRANSFER OF THE HEREIN DESRIBED PROPERTY THE REMAINING OUTSTANDING BALANCE OF THIS DEED OF TRUST SHALL BECOME IMMEDIATELY DUE AND PAYABLE. , 19 96 , between ,GRANTOR, , TRUSTEE, , and , BENEFICIARY, whose address is 1206 NORTH SHORE DRIVE CAMANO ISLAND, WA 98292 WITNESSETH: Grantor hereby bargains, sells and conveys to Trustee in Trust, with power of sale, the followin described real property in KING County, Washington: SEE LEGAL DESCRIPTION ATTACHED HERETO AND BY THIS REFERENCE MADE A PART HEREOF which real property is not used principally for agricultural or farming purposes, together with all the tenements, hereditaments, and appurtenances now or hereafter thereunto belonging or in any wise appertaining, and the rents, issues and profits thereof. This deed is for the purpose of securing performance of each agreement of grantor herein contained, and payment of the sum of SIXTY -FIVE THOUSAND DOLLARS AND NO /100 Dollars($ 65,000.00) with interest, in accordance with the terms of a promissory note of even date herewith, payable to Beneficiary or order, and made by Grantor, and all renewals, modifications and extensions thereof, and also such further sums as may be advanced or loaned by Beneficiary to Grantor, or any of their successors or assigns, together with interest thereon at such rate as shall be agreed upon. To protect the security of this Deed of Trust, Grantor covenants and agrees: 1. To keep the property in good condition and repair; to permit no waste thereof; to complete any building, structure or improvement being built or about to be built thereon; to restore promptly any building, structure or improvement thereon which may be damaged or destroyed; and to comply with all laws, ordinances, regulations, covenants, conditions and restrictions affecting the property. 1,1'13 -22 i, 2. To pay before delinquent all lawful taxes - id assessments upon the property; to keep the proper. '-ce and clear of all other charges, liens or encumbrances impairing the security of thin :d of Trust. 3. To keep all bugdings now or hereafter erected on the property described herein continuously insured against Toss by fire or other hazards in an amount not Icss than the total dcbt secured by this Deed of Trust. All policies shall be held by the Beneficiary, and be in such companies as the Beneficiary may approve and have loss payable first to the Beneficiary, as its interest may appear, and then to the Grantor. The amount collected under any insurance policy may be applied upon any indebtedness hereby secured in such order as the Beneficiary shall determine. Such application by the Beneficiary shall not cause discontinuance of any proceedings to foreclose this Deed of Trust. In the event of foreclosure, all nghts of the Grantor in insurance policies then in force shall pass to the purchaser at the foreclosure sale. 4. To defend any action or proceeding purporting to affect the security hereof or the rights or powers of Beneficiary or Trustee, and to pay all costs and expenses, including cost of title search and attorney's fees in a reasonable amount, in any such action or proceeding, and in any suit brought by Beneficiary to foreclose this Deed of Trust. 5. To pay all costs, fees and expenses in connection with this Decd of Trust, including the expenses of thc Trustee incurred in enforcing the obligation secured hereby and Trustee's and attorney's fees actually incurred, as provided by statute. 6. Should Grantor fail to pay whcn duc any taxes, assessments, insurance premiums, liens, encumbrances or other charges against the property hercinabove described, Beneficiary may pay the same, and the amount so paid, with interest at the rate set forth in the note sccurcd hereby, shall be added to and become a part of the debt secured in this Deed of Trust. IT IS MUTUALLY AGREED THAT: 1. In the event any portion of thc property is taken or damagcd in an eminent domain proceeding, the entire amount of the award or such portion as may be necessary to fully satisfy the obligation secured hereby, shall be paid to Beneficiary to be applied to said obligation. 2. By accepting payment of any sum secured hereby after its due date, Beneficiary does not waive its right to require prompt payment when due of all other sums so sccurcd or to declare default for failure to so pay. 3. The Trustee shall reconvey all or any part of the property covered by this Dced of Trust to the person entitled thereto, on written request of the Grantor and the Beneficiary, or upon satisfaction of the obligation secured and written request for reconveyance made by the Beneficiary or the person entitled thereto. 4. Upon default by Grantor in the payment of any indebtedness secured hereby or in the performance of any agreement contained herein, all sums secured hereby shall immediately bccome due and payable at the option of the Beneficiary. In such event and upon written request of Beneficiary, Trustee shall sell the trust property, in accordance with the Deed of Trust Act of the State of Washington, at public auction to the highest bidder. Any person except Trustee may bid at Trustce's sale. Trustee shall apply the proceeds of the sale as follows: (1) to the expense of the sale, including a reasonable Trustee's fee and attorney's fee; (2) to the obligation secured by this Deed of Trust; (3) the surplus, if any, shall be distributed to the persons entitled thereto. 5. Trustee shall deliver to the purchaser at the sale its deed, without warranty, which shall convey to the purchaser the interest in the property which Grantor had or had the power to convey at the time of his execution of this Dccd of Trust, and such as he may have ac)uired thereafter. Trustee's deed shall recite the facts showing that the sale was conducted in compliance with all the requirements of law and of this Deed of Trust, which recital shall be prima facie evidence of such compliance and conclusive evidence thercof in favor of bona fide purchaser and encumbrancers for value. 6. The power of sale conferred by this Deed of Trust and by the Deed of Trust Act of thc State of Washington is not an exclusive remedy; Beneficiary may cause this Deed of Trust to be foreclosed as a mortgage. 7. In the event of the death, incapacity, disability or resignation of Trustee, Beneficiary may appoint in writing a succcssor trustee, and upon the recording of such appointment in the mortgage records of the county in which this Deed of Trust is recorded, the successor trustee shall be vested with all powers of the original trustee. The trustee is not obligated to notify any party hereto of pending sale under any other Deed of Trust or of any action or proceeding in which Grantor, Trustee or Beneficiary shall be a party unless such action or proceeding is brought by the Trustee. 8. This Deed of Trust applies to, inures to the benefit of, and is binding not only on the parties hereto, but on their heirs, devisees, legatees, administrators, executors and assigns. The term Beneficiary shall mean the holder and owner of the note secured hereby, whether or not named as Beneficiary herein. STATE OF WASHINGTON COUNTY OF KING }ss edged it as the of BUTLER BUILDING CORPORATION party for the uses and purposes mentioned in this instrument. Dated: BUTLER BUILDING CORP JaA7,:d !Ai k I certify that I know or have satisfactory evidence that WILLIAM T . BUTLER is the person who appeared before me, and said person acknowledged that he signed this instrument, on oath stated that he is authorized to execute the Instrument and acknowl- RAYMOND W HOLLIDAY Notary Public in and for the State of WASHINGTON Residing at SEATTLE My appointment expires: 1/25/97 REQUEST FOR FULL RECONVEYANCE Do not record. To be used only when note has been paid. to be the free and voluntary act of such TO: TRUSTEE. The undersigned is the legal owner and holder of the note and all other indebtedness secured by the within Deed of Trust. Said note, together with all other indebtedness secured by said Deed of Trust, has been fully paid and satisfied; and you are hereby requested and directed, on payment to you of any sums owing to you under the terms of said Deed of Trust, to cancel said note above mentioned, and all other evidences of indebtedness secured by said Deed of Trust delivered to you herewith, together with the said Deed of Trust and to reconvey, without warranty, to the parties designated by the terms of said Deed of Trust, all the estate now held by you thereunder. Dated , 19 Owner /Agent's Signature: psi. 7 Source of minimum flow requirement c • CERTIFICATE OF WATER AVAILABILITY L, qb- ovsy PROJECT # PART A: (TO BE COMPLETED BY APPLICANT) 1. Owner Name / Address /Phone: S-c. L Y.( a ta 1 a W 1-� l "1 b r tf' 2) Co VA SI4oikE ! 1� )14 I X361 I S. 31/ " NE4 &- (.S/96 �� P,t-A(L,,.1 e.x Co21 482°M, 1 21 - 73 P/ 1-A r / r.1-E C,ra 9 % 3 Agent or Contact Person /Name /Phone: Lk.) T SL ((A � ' 2 -t 3 V/-rk,r,,3 44. . SE A Site Address (Attach map and legal description showing hydrant location & $ize of main): 2. This certificate is submitted as part of an application for: ❑ Residential Building Permit • ❑ Preliminary Plat Short Subdi ❑ Commercial /Industrial Building Permit ❑ Rezone ❑' Other: 4. Vehicular distance from nearest hydrant to the rear of the furthest structure: (Reverse side to be completed by water utility and governing jurisdiction) ff 3. Estimated number of service connections and meter size(s): "1 11( 4 k C) R 500 tftr 5. Minimum needs of development for fire flows: gpm at a residual pressure of 20 RECEIVED ❑ Fire Marshal ❑ Developer's Engineer ❑ City AUG•1 9 199E ❑ Insurance Underwriter ❑ Utility ❑ Other COMMUNITY 11 . `` DEVELOPMEN] 6. Area is served by: W �•i �cR. 1 2 S. (Utility) Date: -- ^ ' 05/06/94 • PART B: (TO BE COMPLE: 1..,.SY WATER UTILITY) 1. The proposed project is located within k -w� kAr k i eN ' (City /nty) 2. Improvements required to upgrade the water system to bring it into corhpliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the, project before connection: 7,/s - r4-(_c ( ny g." w A- w,(.. 'II iai wi I S cleGi.Liici D / - .4ftAs 9 era; r{4 c../.4' 11 LS 16 e I I # - i 64. 4 , 0 l5 - &t c. • — -Z "e:-• _______, 1. 2. 3. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of 3 (o b gpm at 20 psi residual for a duration of 2 hours at a velocity of fps as documented by the attached calculations. I hereby certify that the above information is true and correct. ,- Age n Phone Q 2 _ 4(.541 , 7 By PART C: (TO BE COMPLETED iiibOVEiZNINGPIRISDICTIONY > ater Availability - Check one ❑ Acceptable service can be provided to this project. Acceptable service cannot be provided to this project unless the improvements listed in item #C2 are met. ❑ System isn't capable of providing service to this project. Minimum water system improvements: (At least equal to B2 above) .4s Awry ,ay Auwei cr /4% z: • .. iliac h 61 T.ti�c JAI-rig" s.os✓.r 7svAr 7X41 /.✓�twe j . )zE IJE4 ive,Q 44o L6rs 7 T. E. / :7 ..Zo t; i r Agency/Phone By .? z-9-36 Date Date /v -r-re Ilr r 73t e:.:..,: At.Eifii WiptitiA*; •,:•,-::, "::,";',W .:•-•,••,• .., , rc : ...,,•:.. fr,. ; „i 7 ; ; 4,•• 60#1#0 0 li at i g , ,,, ,, . ;.. ' le or row-Nri i to- ' 'I•4 -r• K 50,1 It' A '- . •ii`ii oW •••••••••••••••••• DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A Iregri•rif ••••■■•••••••■ANRII, . • - ; :••;,• ■•••,/, • • 1 %1 • ' t 1 • ; • rnw , ; :r •.:!4"? i;;; ?Lv. ".4 •'Lli)T1'....gEt.'A' .13 Uitt.:11.1NeR, . . . trATTLETWOi 9003 . : ‘.: • STATE OF WASHINGTON cA9c ,ngn ol to■ ry li LI ^ I' f F 3 411,._ � - tom, y, IS L I " ' ; v ry i ry a� 4 - x n om, . • " t ' , j , F ., S W(t � ,» f 4 LS3Ai SITF... I a r,. ; T N nk 14` ' ) r 1 .. .V V { ' a J A I "� E o O. % /_., ' J m _ s ;e t(- ill i I I ■ I Ai, 97b 'CULVERT p I Z` GOi C 2 ADS N 12 I-JEW @EwAY F NEW DITGFI. C4` DEEP WITH a :i 51 DE SLOPES. ± 5 DEFLECTk -J @ JOINT (PAL- /SP(GOT� (� t�NTV `O I I 1.CD CT FIRM AtT1 T RAID En .,R T ERT r,o CULV GREATS DIT iNTP p <. ERT FROrn PRI , 1E1.0,1A`1 CO, E R1, (NO "r'() GLEAN O')T O)LSLO I1.= N�CESSA.2'( 'KTIWd e ,, 0" TEE (mT'x FL� B" GATE VALVE(FC E ADAPfC12 (FLt M71}t VALVE MARKER I S" CAPPED E ID CENCRETE. F'I rr'Ki (2 S` BEND @ VALV 1c ISTI rJk FIRE HYDRANT ESSEMELN PER' WATER DIST. STS e" x t," -rEE (Max Fq ( GATE VAL' E( 5 LF - Ln" D.L. CLOERETE SLDC1GING 2 (,' _� _ ES GeN Ok, 7REN 121 T <EA Yp LOT4 arz ED FIRE- HYDRAKIT R LY PER WATER DISC. TDS. S " xe " >r L." TEE ( NJx FL (y" C,TE. VALVE(FLx 5 LP Lo" D. S. CONE RE-TE ELOCKINC A 0 I..0 I' // S. 138th ST. N 4EGT TO E., Sr POPE. rnA IN. CD-4 ' R TE 1�9 -ESO Pt IM50tLL= (o e. Le RED - GE- L," sR,o. - ( e,s ES VALVE ( FLk E" SI FEVE L�t1XJUNG DR TO 4FtKE. NUS. FL,FL) D N as P6' 20" 10 PUBLIC DRAINAGE- ✓ � _ %� .,./ EASEMENT CH) • R.L')t�0.51PE DITC Zn '0 SECT. 14 &15, T. 23 N., R. 4 E., W.M. 511 1 ' — F>r15T. O ITL' -H Is PVC F4 G Dlsck0ROE INTO Ext5T. OirC41 W ITH RLP RF{P PAD xtST. 3M.1. YVER M:-i. 30 Irh: 1 551. 15.5 B ■,, , ] [ 3,1 DII y F 050 t. WATER x W t R MIN Pp+IR P5PH. W/ UGy P 3 " A3P 6L• NC No vJoRK tN ?Cl „ �t,�y� NISI t1V P �. ,.ice' _E AS 0 These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions,which do not authorize violations of adopted standards or ordinances. The rcnp000ibllity for.the adequacy of the design, rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Dater / By: ce( .Dt1- 02.2 S . °7Ct-G SS .1\ T I and - : n Plan Chen'[ _ sac;: _.. t-.d omissions and c . : of par, no! authorize the violation of any aeoptcd code or ordlitml. lIkeMig of contr t000 Copy of c d, pit/L Irate ° I el , 7 — EXIST 501.1. SEWER M.H. 29 RtrE'. Wf.D' 1045: 02. - i9' ( EJCIST, NE$SV)) 1 1 nL: 82.4 , , N W ) ) sea o'r 0000$ to 00 SCALE- I ". 20' FILE COPY \� \\ � \ \ FH / I . TRAC-mR IoM LA SING ExlSi'. TY PE T GATC 6AStnt . I2' TRAM RHCtS te INL TD EtetET. 12" CULVERT U" D. =. WATER MA11J (FxtSF(nly; BEl3CH PEPPSR 1�; I KNERT OF EwV . wElS mRl-' HOLE 30 e. tN1 R loo OF S. 138 Sr. MID 51 sr 1.NE. S. ELEV. : 95.5' REVISIONS DATU5n: CITE OF TutCwILA NO CHANGES SHALL BE MADE TO ' THE SCOPE OF WORK WITHOUT PRIOR BENCHMARK APPROVAL OF TUKWILA BUILDING DIVISl0nn. NOTE: REVISIONS WILL REONRE A NEW PLAN suE' "- AND MAY INCLUDE ADDITIONAL PLAN REVIEW A s BUtLT'�l l.._ 5, Those portions of Stephen Foster Donation Claim No. 38, Townshi th, Range 4 East, W.M., in King County, Washington, deuce .-d as fol7 uws: . Commenci - at the quarter corner common to Sections and 15, Township 2 .orth, Range 4 East, W.M., in King C.- ty, Washington; thence south - -ong the line between Sections • and 15, a distance of 291 feet to TRUE POINT OF BEGINNING• thence continuing -.uth along said line 0 feet to the north boundary line of Fos - Street; thence north 71 °53' ea along sa'. street 126 feet; thence north 47 °53' east ong -:id street 58.64 feet; thence north 34 0 10' east al.•, said street 72.59 feet; thence north 22 °30' west - on•- stone wa11 191.50 feet; thence south 71 °53' we 144.6 ':-t to the point of beginning; Also commencing at oint in the - ction line 561 feet south of the quarter corner b een Sections 14 a , 15, Township 23 North, Range 4 East, -. .M., in King County, Wa 'ngton; thence wes 84.8 feet to the county roa. , nown as 1st Avenue; thence ..thwesterly along easterly line o aid county road 252.24 feet t..'ce northerly 24.5 feet along said easterly '.ne of county road; / ence east 243.26 feet, more or less, to section ine; thence south 270 feet along said section line to t point of "neginning; .n:CEPT portion conveyed to King'County for road. (9/ Rol 7 _ ♦ R;I I SO1.1 't WVE- N.UG 08 1997 As VICINITY MAP LEGAL DESCRIPTION 4 1 f O PI SEPARATE PERMIT REQUIRED FOR: (/MECHANICAL LEI LUMBING PIPING CITY OF TUKWILA 1 - G DIVISION g X11 PV BELL P00+ -OeR NEW v" SIDE SEWER FROM SI PLAT 11/110... (P " alo h w WYE WITH ¢ �VG 4C . of 4 NEW B PtC IN \ \ \�. ( EACH ES. es" FVG EXIST. M.N. COt lti1EGT�� R1CSTE: ALL WATER SF-ieyICE. CONNECTIONS SH ALL INCLUDE AN INDIVIDUAL PRES uRE REDUGISJ VALVE ETvc0JSTREgtdw, (HOUSE SIfls) OF THE_ SERetGE METER, - il - I E- ES 51 NG SYSTEM PRESSURE IS 100 PSI. CITY OF TUKWILA APPROVED RECHAWKIEL -Sp NCH. BOTTOM Fos NEW INLET' (w /s ocro RADIOS) RE( E.. '+IJ. ly. °... T UKWLA PUBLIC W -; PECEI UI KWLA cnv or PERMIT UEN7ER JAEGER ENGINEERING 9419 S. 204 PI. Kent, Wa. 98031 (206.) 850 -0934 11 In_ 02 22 REVIStoA/J PER uTY COM 9P0 Ic/ZE: 9 Rcy� SEwF,R 0 *r OFtH m3n�E ADDED. )+1515 NOTES .13/57 AS -S-aLT co/ tv/g d Stiti.Glront PoE4 7-2417 Y q,i $E F RcED AIR BURNACE=OF MEV- EFFICIENCY. CAS FIRED. ALL GLAZING Is. TO BE,p ,. VINYi WL+IDOWS WITH VENTING. VENTFATION REQUIREMENTS ( WHOLE HOUSE EXHAUST FAN ) 5W' FAYS PRU"UF ', WHOLE $O$1 vourRairoN U' ALL NAV' 9 OIT RATT 0 .25•INC$ES. MAIER +..:UGE SPECIFIED ",a :ABLE NO. 10.1 A. '.. -. MIN. FLOW RATE IS 100 - 0M AND THE MAX. IS 1'0 COO. USE MIN t/." RND.DUCT AND A MAX. RUN OF,f.Oj FT. KITCHEN FAN TO BE 100 CFM BATH ROOM FANS TO'BE 50 CFM LAUNDRY FANS TO BE 50 CFM PRESCRIPTIVE REQUIREMENTS OPTION GLAZING 0. 405 CEILING R 8 VAULTED CEILING R- WALL ABOVE GRADE R- IG WALL BELOW GRADE R - FLOOR OVER UNHEATED SPACE R- SLAB ON GRADE R- la 24 0.1.12 Ta P PLA ATTIC LOQV. vEIJT 1 = �� tee,_= a . 97-0212 JRoE:1 T x i -1 EG7r -. 151 .c2� GLAZING /FLOOR AREA 15.0 1VP OR WALL I 07,8b ToP ar 42icr,e 7b8'' ' /a G p 2x1021'IF f� ,er 2x10 24- X14 ; . I , o LoLIV A I � 12 5 I ) l •SrNn WC � •� lietfr3 �'2 o Ir�U i4Tloki 5 ,6'T40.FLTIN 19 °�ffm IJ61L �i GLUES bi°1f H4■IK5 4x01 VF 1:71.4 -M 7.014t 4 2xG'1(Ut�9 e„ w /R -1-1 IN�i 4 NI MI •Il rIUUlUII!U Ilr:IlN • �I L' A pPP.G W0•.n10I4 ' oWK PL-r Err 510E n " -0 sri 151.Gri� r-lo Aa/ P. 24 I SEGTIOIJ / c._34:BIZ NNAU c3 Sd Jadw.'c CD'a..et2/ b iv}a.. Iti11. hU PFbR1 — +C Cn',151,00 We b5LK 2%4 SECtCI I ■to,/ ®5D 4�oi0' 5 r T- r�Rlch 10gYi 4- p c Rr E l 2 Ts) , 4 0 "4160,..f OP RAIL " f1,Lib,PPR l4v,,Q,PRO Co •. IFJ, J&T 10 2W f.. a.Ido 6-10' 7 PAC of LIP \ I 10 vvIpe 1 /2 11 fyWt7 ;12 �" 161L� cu GG�LFrZ -1 n 4 Ww�• GEI.IEF LINE To oLJy,ICE 2ND 1'LOJp PLAN] 12 -° , P , GALE %4i 1 -d 4 CO.O' FECEIVED 5Xi&d CITY OF 010MIA f6! JUL 0 81997 st 2yJ 1�� &LASIki& RATIO tart.t. itaaa r :At = 180 r 1QT4.L- J1%.„ 410,_ iS0$ _. 14 IOT rLOOP PLAT J 588 SG4LE /4. 11 .1 1 - t 524 a 19 -11' rozivK ie., *Ot.01 QZE6t17. 0 Tye UIJt7e2 g_ Gem !~ 4- NOTE5 1,'Arr IIJ511L-ATIOIJ TEQ,R�3, J!JI�J1� O sll.&n 14/1AP 2. S MOKE Ecraio 110 WI121140 aR LI1 •Ori..4 �• ria?r WA Fi>l7E ME2T A8 7 .JAE2s R6a2, d PEgroRM. Et`PI . 60G. 504.2. I 3.SraEZV Wi . ro►'a 'kJ tihlia 'f'Et, AREA " I �T11 ft .._ ��NxttAP0F 2'; tD rli <o. AL-L- MS:11-02:71.146 Te H V 4J 7 64 4 5 7.. �. Mar i r r DI ® - CLAtik'o ■ iefirM 4-1617-pc. Maw U- ALdE roues Pig 11 -ope Ti'J eLr tic' Olt WE,IIRSIZOOF r4 -WIN> - 1 o WiTh'•J1 ` s . EFPok• , CITY OF TUKwI APPROVED AUG 0 8 1997. AS ra01E0 tom: BUILDING DI`u!B ■ON PENMT DEPRIED ! I2 -161 2. ALL CONSTRUCTION PER Q.H.C.; 1994 EDITION. IN CITY OF SEATTLE USE 1994 B.B.C. AND 1994' WASHINGTON STATE ENERGY CODE. 3. ALL FOUNDATION PLATES. OR SILLS SHALL BE PRESSURE TREATED DOUGLAS FIR AND BOLTED TO THE FOUNDATION WITH 1/2 INCH DIA. BY 10 INCH ANCHOR BOLTS (A307 AB.). BOLTS AT 4 FEET ON CENTER, WITHIN 12 INCH OF THE ENDS, AND MINIMUM OF 2 ' PER.' PIECE. THE BOLTS SHALL HAVE A 90 DEGREE HOOK OR. HEAD EMBEDDED, A: MINIMUM O1;'.7 INCH INTO THE CONCRETE.' ALL WOOD IN CONTACT WITH EARTH OR CONCRETE, WHICH IS IN CONTACT WITH EARTH,•SNALL BE- PRESSURE TREATED ' (U.B - •C. SEC. 2317.4) . - - 4. ALL HORIZONTAL FRAMING LUMBER: SEE DRAWING S:k FOR LUMBER NOTES. 5. BRIDGING OR 274 SOLID BLOCKING REQUIRED AT MID SPAN WHERE JOIST SPANS ARE GREATER THAN 10 FEET: 6. CONTRACTOR TO SUBMIT ROOF TRUSS CALOULNTIONS BY MANUFACTURER PRIOR TO INSTALLATION. ROOF TRUSSES -.TO BEAR MANUFACTURER'S STAMP BY AN APPROVED PLANT AND HAVE QUALITY CONTROL STAMP ETC., ON EACH TRUE' 7. CONCRETE COMPRESSION STRENGTH TO.,REACH A NINIMUM 2F ,2S00 PSI AT 28 DAYS. MINIMUM OF 5 1/2 SACKS OF CEMENT PER CUBIC YARD - 8. FOUNDATION SIZES ARE BASED ON A MAXIMUM TOTAL LOAD BEARING SOIL PRESSURE OF 2000 PSF. ALL FOOTINGS SHALL BE PLACED ON LEVEL UNDISTURBED SOIL.. 9. ATTZC VENTILATION PER U.B.C. SEC. 1505.3. "THE NET FREE VENTILATING AREA SHALL BE NOT LESS THAT 1 /150 OF THE AREA OF THE SPACE VENTILATED, EXCEPT THAT THE AREA MAY BE 1/300 , PROVIDED AT LEAST 50% OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET. ABOVE EAVE OR CORNICE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS." ARCHITECTURAL; NOTES .._. .. 1. GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYINGALL DIMENSIONS -WITH ARCHITECTURAL,;MECHANICAL, AND ELECTRICAL PLANS IN THE FIELD AND ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF _ -THE DESIGNER PRIOR TO COMMENCING WORK. - 10. FOUNDATION VENTILATION. UNDER FLOOR AREAS SHALL BE VENTILATED PER U.B.C. SEC. 2317.7. OPENINGS IN EXTERIOR FOUNDATION WALLS SHALL HAVE A NET AREA OF NOT LESS THAN 1 SQUARE FOOT FOR EACH 150 SQUARE FEET OF UNDER FLOOR AREA. 11. EXHAUST FANS, RANGE HOODS, AND CLOTHES DRYERS SHALL VENT TO OUTSIDE. 12. NAILING AS REQUIRED PER U.B.C. CHAP. 23, TABLE NO. 23 -I -Q UNLESS OTHERWISE NOTED. SEE DRAWING S2. 13. ALL EXTERIOR WALLS SHALL BE DOUBLE WALL CONSTRUCTION UNLESS NOTED OTHERWISE NOTED ON PLANS. 14. EXTERIOR WALL CONSTRUCTION REQUIRES BRACING PER U.B.C. SEC. 2326.11.3. 15: PROVIDE #15 FELT UNDER ALL EXTERIOR SIDING. ALL INTERIOR WALLBOARD-- (G.W.B.) SHALL BE 1/2 INCH UNLESS OTHERWISE . NOTED. 17 - . ALL INTERIOR DOORS SHALL BE 1 3/8" THICK. 18. ALL TUB AND SHOWER ENCLOSURES SHALL BE WIRED, SAFETY, OR TEMPERED GLASS. 19. TUB AND SHOWER RECESSES SHALL HAVE 1/2 INCH WATERPROOF GYPSUM WALLBOARD. WALLS SHALL HAVE HARD MOISTURE RESISTANCE SURFACE UP TO 6 FEET ' ABOVE FLOOR. 20, ALL GLASS WITHIN 18. OF FLOOR AND WITHIN 24" OF ANY. DOOR SHALL BE TEMPERED. 21. MAXIMUM WINDOW SILL HEIGHT ABOVE FLOOR IN ANY BEDROOM STALL BE 44 INCHES AND WINDOWS IN BEDROOMS SHALL HAVE NET CLEAR OPENING OF 20 INCHES MINIMUM WIDTH AND 24 INCHES MINIMUM HEIGHT AND A NET CLEAR OPENING OF 5.7 SQ. FT. 22. ALL SKYLIGBTB SHALL USE 7/32" FULLY TEMPERED. SAFETY GLAZING MOUNTED ON 4 INCH RIM ABOSF$ ROOF. SPACING BETWEEN SUPPORTS FOR FLAT WIRED GLAZING, IN ONE DIRECTION, SHALL NOT EXCEED 25 INCHES WHERE SLOPE IS LESS THAN 45 DEGREES. - 23. ALL WINDOWS AND GLASS SLIDING DOOR FRAMES SHALL BE ANODIZED ALUMINUM WITH THERMAL BREAK. 24.. ALL APPLIANCES INSTALLED IN GARAGES PER U.M.C. SEC. 304. 25. COMBUSTIBLE AIR (FURNACE) PER U.M.C. SEC'S. 701, 702, 703, AND 707. 26. SHEET METAL DUCT WORK PER U.M.C. SEC. 601, 602, 603, AND 704. SEAL AND TAPE JOINTS. 27. VENT CONNECTORS ALLOWED ONLY IN SAME ROOM WITH APPLIANCE PER U.M.C. SEC. 224. 28. - HEATING UNITS SHALL MAINTAIN 70 DEG. F AT 3 FEET ABOVE FLOOR WHEN OUTDOOR TEMPERATURE IS 10 DEG. F. 29. ASPHALT SHINGLES SHALL HAVE #15 FELT UNDERLAYMENT, 3 TABS, AND BE APPLIED TO MINIMUM 4 IN 12 (HORIZ.) PITCHED ROOF. 30. WOOD SHARES AND SHINGLES PER U.B.C. SEC'S. 1507. 31. FIRESTOPPING, DRAFTSTOPPING, AND FIREBLOCKING PER U.B.C. SEC. 708.2.1. (f). - 32. METAL FIREPLACES SHALL HAVE GLASS DOORS AND BE INSTALLED PER U.B.C. SEC. 3707 AND U.M.C. SEC. 912 AND MANUFACTURERS SPECIFICATIONS. 33. SECURITY, IF APPLICABLE: A. EVERY EXIT DOOR SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF AKEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. B. EVERY ENTRY DOOR SHALL HAVE A VISITOR OBSERVATION PORT. C. EVERY ENTRY AND GARAGE DOOR SHALL HAVE A LOCKSET WITH DEAD BOLT OR DEAD LATCH WITH AT- LEAST. 1/2 INCH' MINIMUM THROW. D. DEAD'.BOLTS• -OR APPROVED LOCKING DEVICES ARE REQUIRED ON ALL PATIO DOORS (SLIDING) AND OPENABLE WINDOWS; LOCKCASE MOUNTING. SCREWS INACCESSABLE FROM OUTSIDE. 34. HOUSE - GARAGE OCCUPANCY SEPARATION: SEC. 302.4. A. 5/8 INCH TYPE "X" GYPSUM WALLBOARD ON CEILING AND EACH SIDE, ALL' 'WALLS AND 2 LAYERS 5/8" ON ALL CEILINGS WITH FLOOR OVER. B. GARAGE TO DWELLING DOOR SHALL BE A SELF CLOSING, TIGHT- FITTING SOLID CORE, WEATHERSTRIPPED, AND 1 3/8 INCH MINIMUM THICKNESS. C. DUCTS PIERCING FIRE SEPARATION WALL SHALL BE MINIMUM 26 GA. 'GALVANIZED STEEL. 35. ENERGY NOTES: 5EE FLOOR PLANS FOR ADDITIONAL NOTES AND VENTILATION. A. INSULATION: A.1. ROOF.WITH VAPOR BARRIER ON WINTER WARM SIDE R -38 A.2. EXTERIOR WALL R -19 A.3. FLOOR OVER UNHEATED SPACE, ELECTRIC - R -30 GAS ` ,R -19 A.4. BASEMENT WALLS, TO BELOW GRADE LINE 5 -19 A.5. FLOOR SLAB ON GRADE - R -10 (2 INCH X 24 INCH RIGID INSULATION ::T WIRE eR. i A.6. FURNACE DUCT IN UNHEATED SPACES R -8 A.7. FOUNDATION WALLS; HEATED CRAWL SPACE R -14 TO 12 INCH MINIMUM BELOW EXTERIOR FINISHED GRADE B. ALL GLAZING AND ALL SKYLIGHTS SHALL BE DOUBLE GLAZED, U -VALUE 0.66 MAXIMUM, AND WITH THERMAL BREAK. IF GAS FURNACE „USED. C. EXTERIOR DOORS SHALL BE WEATHERSTRIPPED AT HEAD AND JAMDS. D. EXTERIOR JOINTS AROUND WINDOWS AND DOORS FRAMES SHALL BE CAULKED WEATHER-STRIPPED, OR GASKETTED. 36. STRUCTURAL NOTES: (IN SEATTLE, ALL DESIGN . LOADS PER S.B.C. CH.IIV A SNOW LOAD 25 PSF B. FLOOR LIVE LOAD 40 C. WIND LOAD, EXP. B, WIND S RSID - ; 80 MOM D. ALLOWABLE SOIL BEARING (TO BE FIELD VF_RIFZEO) 2090 PSF E. RETAINED SOIL ACTIVE PRESSURE, EPP 35'PCF F. SEISMIC LOADS BASED ON UBC ZONE 3 G. REINFORCING STEEL, A615 GR40 Fs= 20,000 PSI H. CONCRETE, PORTLAND_ CEMENT 5.1/2 SK /CY MIN F'c =2,500 PSI IJI.AP� l 0 97- w_ PJEc4-4 7X1.,105 fa.11Jn6.rl tJ cow • i E 3 arr 1 25(L TJ1x Id) /2 "PLYWn• J•DEfz GoIDIIJIO 2x0 ,v P � IN JL:W4lOhl - 7 3 F11 .(466.DE 2STORT O AA/ OE T. IA,G,19RIVEvS/Y OAT C.PRA -1'E 7 GOUT or 4 P brT• CfR: GOiJr' `1G / �:,rl� RES T AiNr. \' .L1- '014' 0u 4O'< . 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CO 2 - Li•G�J1- NI/ R- M� IhIS - Ifz" L'fvJn w1/ W2. �JIDIIJCO O\/Ef , To (C �fA zbr ^.xCv�xllj� iCpII ) -11 10c-,1 A tALr1, ''lil =Jl�lt eM J�51oJ 4J�dB °oc vCQT alI 74 .!O • 2.' '4 0T. -4 PIT. Cp,1,9RIP �E'cr7 2 1 N 7 1S)BE �1.-A? `r1.112' 2' PL-P. bT SEE fODUJ IJAS.TION F14 J "/4 A V2 X I0 " b,.O.GG ' Qc 2x(P PT. MU1a511 -L N vvn. �Ir1� OVER %2 pL.Tyv - IaIrJCV oven '7 s .ELr I ,4•TE Z - LINE QFVW 'v - V■eHJ oANT • I OOGJfiS, i 4:' SOFFIT 2.J2 FLR TO KEEP u./D•Ll. • F Q- rRW.i wNEI ) �Jrfl. I 1C TO vvo,u..,of ; ,rte, 2.,o I SPfGQ To� acOU- ? � F G a u . CD" w/ R- I 1 /2-'/NS 2W10 Ff1Jf� w/'5 2. 0 4„o1JT 2 .'tt 4 EW, ER 4 I:s I+,0 123 "r -iax IkLL. COJT ROMP 1' :1 o'z. w /MPS' AMP 1r . - -- roARrLa otS fJLK ; TOP i Gl �tE ! Z i ov5£ I'!-YW 0. - 51171 2 AC.G 5i w/ f coI IMP` - :Rear2 g y -I To OF �I J.�✓ - 2- G TOP i F.1 AR Jp 2- 1i, PERI I-4 TT" Nat 01R 4,196 GAR, G0 F 7 -P,'rA1di FQSR PJACRIER MI OI R RJ %2..'<-10x R-Y Nt7 fir SHTCo. Gt 0.- f. ,- . ,AcT H I t3 ' 21711' ‘--/ SPo.J w(Er-J PA(C - 1 A71K ?HaJ IO' - ri' . coJr FtaTEE, OV Jti ,..E c=1...,406 `!rte / �- --ter - � PbUTt ?`(P, 2x4 VV1Q4.V E6 i 2x� T. MJL�I,L V " A 4- J "oG.M4X. - 12'' VETS ¢e 5- "yM? IN 1GJGeE1 .- 4, "c. erQ Y 1 - A2 .0/AF = '..o" A,G' Mk/WY I'�"D:(PPLE TO &X ?E1J r 12 P. :F`t PORN 1 `z61 E6F,JG: H2,5 RJ CRICE(JE '' 7 f2- mcw,4 STRAP j0 2 -.2x11 r Kf R- 1J N IA- JLGO(Ial -1 2 ZxCD GoNT IC),ofEE 2 ITT. dJE� GLAIJ -� 2 �Lx o LlJIJT PJAI1 ( I r„i�r Ic 1 7 WEINEFF, MIMEO trammisszem II. J- 24 Ml -J 24 "wl r Q Ai20 r1E1 - = ; sll P,I NJETEFZ �K 1 `JOTE , A Ta -Z. J 691.1�- `PKP,M, U . D I�F11Rt�EC7 i•lc4tJRo•I- 501 R. )© IRICoIIJ` /2' c- x F h L RCYJF 11R1. 1 (C fi t/ 1KO G P tY � t Z7 T �'Z*CO} .' ��TO 2 s CONNECTION NAILING 1. Joist to sill or girder, i, nail - 3 -8d 2. Bridging to joist. ..it each,end 24td 3. I "x 6" (25 nun 152 tambsublloor or Les to each Joist, face tail 2 -Sd .4. Wider than l "x6 "(25 mmx 152 min) subfoor to each joist; lace nail 3 -8d 5. 2 (Si mm) subnoor to joist or girder, blind and Lim nail . 2 -16d 6. Sole plate 4),n or blocking,lypical fee nail 1(I.n I9,' (401 aim)c Sole plate to yist or blocking, ai braced wall panel 316,1 per 16 (406 null) 7. Top plate to stud, end nail - 219,1 8. Stud to sole plate 4.81 toenail or 2-16dend nail . 9. Double studs, face attil 1 Gd at 24" ((10 Min) the R1. Doubled top plates, typical face mail I 6 at 16" (406111110 r.e. Double top plates, lap splice 8-16d. II- Blocking between joists or rafters lu lop play, ttcnall - 3 81 12. Rim joist to lop plate, toenail - %dal 6" (152 un) n.e: 13. Top plates, lups,md intersections, face nail - • 2 -1.1 14. Continuous header, Iwo pieces I6d at I9, "'(406 mm) o.c. along each edge 15. Ceiling joists In plate, it nail 3. 8d 16. Continuous header lo stud, toenail 4 -8r1 17. Ceiling joists, laps over ariitions. fate nail 3 -16,1 18. Ceiling jousts to parallel rafters face nail 3 -1.1 19- Rafter to plalc, toenail 3 -8,1 20. 1" (25 into) brace to each stud and plait. face nail - 2 - &i 21. 1"x8"(25 mm x 203 tun) sheathing or less to each bearing face nil 38d 22. Wider than 1 "x R" (25 mm x 203 turn)C bcnh ng to each hearing, face nail 3-8d 23. Built -up comer studs 16d al 24" (6111 nma) u.e. 24. Built -up girder and beams 20d at 32" (813 mm) o.c. at top and bottom and Stagg d -201 at ends and at each splice 25. 2"(51 nnod,planks 2-16d at each bearing CONNECTION KAIt 26. Wood structural panels and part cleboard: Sublloor, roof and wall shmmmg (to framing) (I mch = 25.4 nun) 1 /2" and less 643 19 1.)3" 5 /r 8,1 or 6d 1V-1 I lid' or 80 Combination sublloor, undcrlaymenl (to framing) (Latch = 25.4 non) 3/4 and less (ills " ' 8ds 10d or 8d 27. Panel siding (to framing) Ih (13mnaor ( 5 /q (16 mm) 8d6 28. Fiberboard shcatling. i lz" (13 mm) No. H go. (d No. I(r 35 13, " (20 nun) No. I 8,1 No. 16 ga. 29. Inlet or paneling n 6I 6d" GENERAL NOTES TEE GENERAL NOTES ARE SUPPLEMENTARY AND NOT INTENDED TO SUPERCEDE THE DRAWINGS. IN THE EVENT OF A CONTRADICTION BETWEEN THE ACTUAL SITE CONDITIONS AND TUE DRAWINGS OR THESE NOTES, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO COMMENCING WORK; THE ENGINEER WILL PROVIDE A RESOLUTION TO THE QUESTION. BUILDING CODE AND STANDARDS: ALL WORKSHALL CONFORM TO THE SEATTLE BUILDING CODE (SIC). (THEE UNIFORM BUILDING CODE. 1994 ED., WITH SEATTLE AMENDMENTS.) THE FOLLOWING STANDARDS SHALL ALSO BE USED AMERICAN CONCRETE INSTITUTE (Ad) SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (AC1 301). ACI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURFS(ACI 31`, REVISED). ACl BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACA 318). DESIGN LIVE LOADS: ROOF 25 PSF FLOOR 40 DECK STAIRS 40 PR 40 EARTH PRESSURE: RETAINED EARTH- ACITVE (EQUIVALENT FLUID) PRESSURE30 PCF PASSIVE PRESSSURE 300 WIND LOAD: P=Ct Cq Qs 1. 80 MPH WIND ZONE. 2132 Ce PSF. EARTHQUAKE: V= ZICW)Rw. U.B.C. ZONE 1 LIGHT FRAME (WOOD) SHEAR WALL SYSTEM. Rw =8 (PLYWOOD SHEATHING) OR 6 (OTHER MAT'L). V= 0.1 W OR 0.14W. RESPECTIVELY. FOUNDATIONS: ASSUMED ALLOWABLE SOIL HEARING PRESSURE 2000 PSF. NOTIFY TIlE ENGINEER IF QUESTIONABLE MATERIAL IS ENCOUNTERED. FOOTINGS SHALL BEAR UPON FIRM. UNDISTURBED NATURAL SOIL A MINIMUM OF 18 INCHES BELOW ADJACENT GRADE. CENTER FOOTINGS BENEATH COLUMNS AND WALLS UNLESS SPECIFICALLY DIMENSIONED OTHERWISE. CONCRETE: SPECIAL INSPECTION NOT REQUIRED: COMPLY WITH SRC SEC 1701.5.1. "EXCEPTIONS." DESIGN BASED UPON 1c=2500 PSI. ALL CONCRETE SHALL HAVE PORTLAND CEMENT, HARD ROCK AGGREGA AND DE PROPORTIONED FOR STRENGTH. DURABILITY AND REDUCED SHRINKAGE. ALL CONCRETE SHALL HAVE A WATER REDUCING ADMIXTURE RE. ADDED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. MIN. STRENGTH fca2500 PSI Pc = 2000 REINFORCEMENT: - REQUIRED STUDS, HOLD-DOWN. SEE SCHEDULE FOOTING, SEE PLANS MIN. CEMENT 5 I/2 SK/CY 4 I/2 DESIGN BASED UPON Fa- 20,000 PSI. REINFORCING STEEL: ASIM A615, GRADES 40 AND 60. WHERE NOTED. WELDED WIRE FABRIC (W WF), ASIM AI85.. PROVIDE THE FOLLOWING COVER Pit REINFORCEAIENf UNLESS SHOWN OTHERWISE ON THE DRAWINGS: CONCRETE DEPOSITED AGAINST EARTH 3' CONCRETE EXPOS® TOEAWTT3 OR WEATHER 1 i/2 CONCRETE NOT EXPOSED TO EARTH OR WEATHER 3/4 LEAP REINFORCING 36 DIAMETERS, MD4IMUb116 INCHES. AT SPLICES AND WALL CORNERS AND INTERSECIIOINS UNLESS SHOWN O13RRWISE ON THE DRAWINGS. MINIMUM 2-#5 BARS AROUND ALL WINDOW AND DOOR OPENINGS, EXTEND MINIMUM 24 INCHES BEYOND CORNERS. ADD #4 2-0• DIAGONAL BAR AT CORNERS OF ALL OPENINGS D70221 • DAP STUD FOR BOLT HEADS,. .7 ADD REB.AR, AB BEAM. HOOK INTO FOOTING. IF AB IS SHORT 0{ xS -4 • I c.0 koLlasi MAX WATER 6 0 GAUSK 6.0 STAR S USE ALL EXCEPT NON•STRUCT t0 r Q¢ I ELF Wdd.L AJ4 /s II -�) SILL ANCHOR BOLTS 2' , THEN EQUAL SPCS - CONCRETE WALL. REINF NOT SHOWN FOR CLARITY ZP TIN• 1 2x4 K1GE}.,,/Qlakte - ° /8'TTPS X folk LI1E 5 ?5GE UHo- fiS[bft LUMBER: IN ACCORDANCE WITH SBC, TABLE 23 -A-I. STRUCTURAL PLYWOOD ROOF SHEATHING SHAM- BE APA STD I/2 CD, PLUGGED. INT. DOUGLAS FIR WITH. TIMOR GLUE, UNLESS NOTED OTHERWISE ON THE DRAWINGS. 5IZE CLASS sIF (PLATES) LF MUDS) I&P (JOIST'S) )&P (4X HEADERS/BEAMS) B&S (6X HEADERSBEAMS) SLF (4X PLATS) P &T (5X & >) GLB (SIMPLE BM, CONT. BM. ALL ATTC CERTIFIED) FASTENERS: BOLTS - ASTM A307 WITH WASHER AT WOOD HEARING 2 3 NABS - COMMON WIRE NAILS (NAILING IN ACCORDANCE WITH NBC TABLE 23 -1-Q. CONNECTORS - SIMPSON STRONG -TIE OR EQUAL (FILL ALL HOLES WMAILS OR BOLTS PER MERS. RECOMMENDATIONS) PREFABRICATED MATERIALS: PREFABRICATED MATERIALS SHALL BE OBTAINED FIV M AN APPROVED FABRICATOR WHO • SHALL SUBMIT SHOP DRAWINGS AND SPECIFICATIONS TO THE BUILDING DEPARTMENT AND ENGINEER FOR APPROVAL PRIOR TO FABRICATION. THE CONTRACTOR SHALL NOTIFY. THE BUILDING DEPARTMENT WHEN FABRICATED ITEMS HAVE ARRIVED ON THE JOB SITE, PRIOR TO ON- PfZ sVS 4. Q•I`J 4T®R ' V 4- -o MA )(, SEA Flloog 9[4 SHEAR TKAIJ erER 2 .1P SW1' o 1ST STORY waL-L- 1 N , ii-o. N JOT ?JLL K 5TS!IJCPESS MIA F271IJJ i ¢ WALL AL0 sTRINCOERs METk-L HahIC E,p. 0ic 3 -2x12 STIR; Nit -,�S DF HF HF DF DF DF DF DF DF f 1 IAL 5 rAIR pia "B I' °d 2rCD STUrJ�ve ( I• ,/ jts 4NL4 41J R - 1 0 J 2 *4 TOp 4 i R�'i'TO M SPECIE GRADE STRESS NO. STUD NO.2 N0. 2 NO.1 NO.2 NO. I _4F -V3 24F -V8 012,0wAL. 14.6,119N- R TTUR H E fJ 2 154 f%6.7 .z Re I 52 HAI!PRAIL svvALO 2.Ex12Ho GoRRl�co2 PEON RAID- K FIRE r-1 Kir %o / 1 I'•o �Z, 11 01Q or-e Ca l o;, . - f-+Z 1E3 `- 44° S 4 i s HOLD -DO\Th CORNER DETAIL-Ai', GAK, G CIO! � a CF4WL 3/4' =I' - 0' Fb = 875 PST (S) Pb= 675 Fb = 850 Fb - 4 875 Fb = 1350 Fa =1300 Fa= 1600 Fb =2400 Rs 2400 �r m q lJ TILE vA4. L •IIoIZI > 4 P roc Cif ( er2vIOJ2 VEINIIJt� i X12 i ` 3 I%z 1 (kI/ 4 Eh/ S , fiez I. -co 1-1 } 0,51.1lAr 16 I?/ - a -(op 1/- remf., / II p FX RAf� 1 2[4C1 , 1111-161 PI. 1.,4/0 EYE I 1-1M1,ew'.6 c 'J I OG JdJ0 6(9, I.1 s RE I - s q lV>; s' n ->B r441- IklLn4 wed/ r +4111. 16H Jk ( E lip/ 02.) (a)• rt.,Lits7 >`(sL epl 11 .f -To 49/f./.1. a tr{ E I=A9 r u . 1 r , rtzrz 1 / 1 1 w�- lea -rio,- 1 ,44e e u p> P tJazs h1-lal (. OIEIC 116, Rl r l Jol`o 'e `a L L - ISAEII ( � L rz.A✓11 sjoFAS .L SHR ssL Ip a"-X0 ASKS/U- Ayr HL t71* EE cKT 1L+2p ta- 16 INCH LATERAL RESTRAINT PANEL__ 2x2. R 'API N vLE A 2 -a, rDr FLAIv 2,60 JD! 7 Ill �11 2 2sT� tOHT TOP RAIL- 1 ti 2x4 :cHT eG R�j -J I L - OED T c6G ! "MIJ. LOw 140irc2 fLR ) > ` JST �2 UfJR��T I -JFD WALL • It; 1.-6-1. 3PAJ 24 P'Jev coo f / ,g, IS r STORY Cr .r ll °o u 2xCo pEGN U LW F- 1x r7t:Ci1( Ili. .• - � 11111' LnM . - 'i' Ill fJ HL 2 :EbCOEFi� •,L SvM-L- vv/5.1u A 12 DECK LE ICE R � S 2 1/& (A.sS -Maw. r73E PLd J 2 -2x4 1 U( E !�idZEO� axkl T WET;. Wh a t -- --- A TER oRI -i L'JT Co ( E ELn‘ , o „- I GS iaO a2' -O - !Oc moth..11 r ON Zx V 2 - ILA' 114L1 S�1 L- HT p fi� f 1 H ) RODE oN I.gLA °H yfRIP� 2x HoTG+i - 1 _ i .fNRJ VENTINlA nk T, - T ROGff Sw - T14 I I/2 R_'WO E4 I DE � I rte 12 FIBLp I I .1?; S 2 Lll _. � • ) /2 "d CiA @,.50 /5 Pot IJT kGhhy E A",6aJ GOVT. ! FOd kind - (ION 2 - T • 1 -0" � V I o I O H 15.6. �olpizwN I I1 I M 11J . P &EL-I GT C.4= A -) r�' -05: \ L 6 a4 FCI5 7 1( 1, }7 ; - I._ STOI 1 O' V L s 1 . o k �I TABLE 23- 1- 0- NAILING SCHEDULE SA17Z /Zll fl.:YWt2 , Owe siG>r WjS4fJ6.Ii-e , Eg 4 I2 pI& /2 tI,I x'rCSJa t - 5 Hb2� Hol RaA/J liar -J. 18CD U PL. Iri" 5573 2 4 0R ?<� Cr). - 2. 1 1 )' x'o 4.R EL, bRA C ED NA L - pA EL 'ARV 1 pot ICommon or box nags may be used exccnl there olhernse staled Nails spaced at 6 inches (152 1001) on center at edges, 12 inches /3(15 mom) a1 intermediate supports except (, inelne: (152 mm) at all supports where spans are 48 robes (1219 nun) or more. For nailing of wssxl xNOAturd panel old particleboard diaphragms and shear walls, Icier to Seci rim 2314.3. Nails Wall .sheathing may be con boy arc 3 Commm deformed .shank no 4 Co n 'Deform d , k ACu os 011-1 n t O 6 ng odf7 to Ilre rcnucmcn 60 / )A'IT! 1 FaslcB 1 ccc)3 n1 I (7( ) n t7 s nlcra nlgn 6 g 66 t /OWico1152 mm) 325 I Icralime06/!!! law sup p o o , t morn nadx w,m 7 / I!�mc I (II un )In: I Il / - h (l% .(13 )sI II agandl ■4 nr.h(4d nuu)Icng f nr 3 /l h(2(1n11.luWlun u l j cnnnitr u(Smion232 9 Cormswn - .� I - lapleswn) / ! !W0 !I /Ili o )/)) . ) d I /s h. ( )I Etl f V2-111.41 (Il t - )._ she mg 11 /2 t 113% II 611 04 5 f32 5(20 ) I 10 6 mT blr 11 1 e I IS , 232-5 1 11 Vonel sd,OrI t 1( inches (4(K. inni1I20 inch. (08 nun) if " strength the long d ionoflhep4 ),unless otherwise marked'. Casing or finish I spaced 6 inches (152 mm) on panel edges. I inches (305,5 o) al Inter: medal supports. 1 / Panel supports at 24 inches (610 mm) Casing r finish nails sauced 6 in ches (152 ) op panel edges, 12 ,icher: (X611399 W� ,1 vital ale supports..' _ , E }ECEIVED _._ _ -... .:.- Yrvws<. . :e4n.- °* CTIY'.OF TLKNfILA. JUE 089997 PERMIT CENTER CITY TUKWILA < APFR O"!cD AUG 0 1 193 AS 4iJlLU HU'1L D!NG DP., iL` JRT PLAT l 1 ? L96 -0054 TY OF TUKWILA 0 COUNTY. WASHINGTON DECLARATION: MEN BY THESE ANTS THAT WE TFE U'CERSIGN D. OWNER SI PLE ANO/CR CCNTRACT PL - IASERLS CF T)-E LAM FE REIN ea AND ACK ID THAT SAID SLNISICN SHALL NOT B T : TO IIVIDED IN ANY MAKER WITHIN A FERI<D CF FIVE YEARS. FRDM ECCRO. Wlfl -CLTT T1-E FILM CF A FINAL PLAT. TFE LNCERSIGFED IS`IEN AND 11-E SAME IS MALE WITH FFFZEE� -CRT DCROAN:E WITH TFE DES RE CF TFE CHER& IN WIRES, 14-ERECF WE SET QR HMES AND SEALS = WASH IN3TCh Kow Sr.ohali+ :Eh 1► l,4h:410.3 AY PENALLY AF1 EAF D EEFCRE ME (IX tvC. S. W V. i }1 * W D4 TO BE TFE I D DIAL OISCRIE D IN AND WHO DECLITEO TFE 0 FCREGOINE INSi R-?ENT. AN] ACKNaLECGE THAT PPLFFC•SES F I ARY ACT AND DEED. FCR ER MY HMD AND _ TA_ hIS. TAY CF WE SET CER HANDS AND SCALSS NAME NAME NAME APPROVA..S: CITY OF T UKWILA: F -• City of Tukwila E �� mu -�.prd op� +�us — clog y Plantnq Director. City of Tukedlet N N N Scdo 1-ET BASIS [IF BEARINGS - DEED FELD TRAVERSE TOPCON GT o5Co6*Z KING COUNTY DEPARTMENT OF ASSESSMENT Emma ord el.:roved this day of ✓� 1g %7 K� C — Access., Deputy Kir Co.r,+._y Assessor . 19.0 Account. Number a a° 0 a /)--- /V 02J 15 14 zJ W1/4 SEC 14 -23-4 e . CONC MON 4 I FND 12 \81 1 = . Sri .��,_ • BRA SSIE R _ r :x TT 1r -Cl t fi _ ooi7 f; Ii 1; 4 36.56 'S 0 O Sa q l \ y! a s � o f l LOT 4 125b s SOFT LOT 3 14770 SOFT LOT 1 : 17397 SOFT 9 L.OT 2 171?3 SOFT ^r� as 'fl j` / EX CCR SI.3'T • E n3ir / EH LEGEND 0 SST REBPRnn cPP H car rnv • IX BPR/ID.CPP LS 10702 FRI31 SLRVEY RECLRDED IN ECM 63. PACE 24. SENSITIVE AREA EASEMENT ANY PROPOSAL FCR LAND ALTERATION CF PERMENENT CONSTRUCTION ON AREAS WITH GREATER THAN 2@/c SLOPES WILL REWIRE ADDITIONAL CITY ANALYSIS AND C IMFLIANCE WITH THE SAO. EX COR S 093 E LBI3 .30. ms s / PRE Dq"I -0 HLLU 'UIINL INU. SCALE: 1 i-x H = 50 FL. PORTION OF NW 1/4 OF SW LOT E THOSE PORTIONS OF STEPr NI NORTH. RANGE 4 EAST. W1t. IN KING C FOLLOWS: COMMENCING AT THE CIUARTER CCRNT NORTH. RANGE 4 EAST. W.M.. IN KING C THE LINE BETWEEN SECTIONS 14 ANC POINT OF BEGINNING THENCE CCt (i I NORTH BOUNDARY LINE CF FOSTER S I- EE I : THENCE N47 ALONG SAID SAID STREET 7259 F EE I : TI-E NCCE N2 THENCE S71°531 144.6 r EE I TO THE POINT IN THE SECTION LINE 561 FEE SECTIONS 14 AND 15. TOWNSHQP 23 NE WASHINGTON THEME WEST 184.8 FEE THENCE NORTHWES i Y ALONG EAC THENCE NORTHERLY 245 I-EL I ALON EAST 24326 r tt I . MOPE CR LESS. TI ALONG SAID SECTION LINE TO THE P EXCEPT PORTION CONVEYED TO KING EXCEPT THE NORTHERLY 18729 FEE LOT 2: THE SOUTHERLY 6240 I- Et I C THE EAST LINE CF THE Fa LOWING C STEPHEN FOSTER DONATION CLAIM N WM. IN KING CCU'I Y. WASHINGTON. CE COMMENCING AT THE QUARTER CORN NORTH. RANGE 4 EAST. W t IN KING C THL LINE BETWEEN SECTIONS 14 AND POINT CF BEGINNING: G: THENCE C CFfTIN THE NORTH BOU'DARY LINE CF FOST 126 F EE I : THENCE N 4T5ILE ALONG Si ALONG SAID STREET 72.59 FEET: THE FLEA : THENCE S71 4 144.6 FEET TC A POINT IN TI-E SECTION LINE 561 FE SECTIONS 14 AND 15. TOWNSHIP 23 NC W_A. GTONU THENCE WEST 1845 FEE THENCE NORTHWESTERLY ALONG EX= TI NORTHERLY 245 FEET ALON EAST 24326 FEE I . MORE OR LESS. T ALC N3 SAID SECTION LINE TO TIE F EXCEPT PORTION CDNVEYED TO KIN LOT 3; THE SOUTHERLY am) FEET ALONG THE EAST LINE CF THE FOL. STEPHEN. FOSTER DONATION CLAIM N WM. IN KING COUNTY. WASHINGTON. CE CatiENCIM AT T1-E nl ARTFR t 'RN€ NORTH. RANGE 4 EAST. WM. IN KIND C THE LINE EIETWEEN SE 14 ANC POINT OF ISEGINN:D\Q THENCE CONTI jHi LINE C F FOSTER BOU�DAR A r r. c Ann 5 vM hi VW 01:1003d Z - Z . Q — ! b J - 1 / " . a L.)°- Ca 1 - �S l 1 `5 vV tY)Cd `d � %n,- • ■,` / /7 -cce3i-i -b4