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HomeMy WebLinkAboutPermit D97-0225 - HILLTOP HOMES - LOT 4 NEW SINGLE FAMILY RESIDENCE, GARAGE AND UNCOVERED DECKCity of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVEL PM NT PERMIT � -- WARNING: IF CONS RUCY'IO1 S B FOFE EAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 000300 -0019 Permit No: D97 -0225 Address: 13634 51 AV S Status: ISSUED Suite No: Issued: 08/22/1997 Location: LOT 4 OF L96 -0054 HILLTOP HOMES SHORT PLATExpires: 04/25/1998 Category: NSFR Type: DEVPERM Zoning: Const Type: V -N Occupancy: DWELLING Gas /Elec.: GAS UBC: 1994 Units: 001 Fire Protection: Setbacks: North: .0 South: .0 East: .0 West: .0 Water: 125 Sewer: TUKWILA Wetlands: Slopes: Y Streams: Contractor License No:: BUTLEBC092OR OCCUPANT HILLTOP HOMES LOT 4 13634 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 r**************************************************** * * * * * * * * * * * * * * * * ** * * * * * * * * * * * ** Permit Description: CONSTRUCT NEW SINGLE FAMILY RESIDENCE 1,808 S.F., GARAGE 524 S.F., AND UNCOVERED DECK 113 S.F. r**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 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 No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Cut: 70 Fill: 90 Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: Y No: Sewer Main Extension: N Private: Storm Drainage: Y Street Use: N Water Main Extension: N Private: Public: **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 1,915.71 **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized S i gnature : Date: /21-1Q Print Name: __ i51 A L. L Bt.ci Public: (206) 431 -3670 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:__ Alt 1 1 Date: 12 -' 1 t q 7 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. City of Tukwila (206) 431 -3670 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 -0019 Permit No: D97 -0225 Address: 13634 51 AV S Status: ISSUED Suite No: Issued: 08/22/1997 Location: LOT 4 OF L96 -0054 HILLTOP HOMES SHORT PLATExpires: 02/18/1998 Category: NSFR Type: DEVPERM Zoning: Const Type: V -N . Occupancy: DWELLING Gas /Elec.: GAS UBC: 1994 Units: 001 Fire Protection: Setbacks: North: .0 South: .0 East: .0 West: .0 Water: 125 Sewer: TUKWILA Wetlands: Slopes: Y Streams: Contractor License No: BUTLEBC092OR OCCUPANT HILLTOP HOMES LOT 4 13634 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 •******************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *sir * * * * * * ** ** * * * * * * *** 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 No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Cut: 70 Fill: 90 Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: N Water Main Extension: N Private: Public: r**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 1,895.71 r**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature: 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. c.,, C' rN/1 n, . Date: 0 2- - Signature: Date: 4 1.) ~ Print Name: . L� % u 1 C. 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: 13634 51 AV .S Suite: Tenant: Type: DEVPERM Parcel #: 000300-0019 CITY OF TUKWILA Permit No: D97-0225 Status: ISSUED Applied: 07/08/1997 Issued: 08/22/1997 ****4 Permit Conditions: 1. NO changes will be made to the plans unless approved by the Architect or Engineer and the_Tp,kw,ilapuilding Division. 2. Plumbing permits shall be obtained thtough ivthe Seattle-King County of Health: Plumbing will be inspected by that agency. incTudingall gas' 010Ang • (296-4722) 3. ElectricalRerii)itsshailbe Obtajned:-thrOOglithe. Washington State Division ofLatorfand,Induttries arid4lleCtrloal work will be i,nspected'bythet agenCY,(248-6630) .,,, 4 All mechanical work shall-beunder separate permit issUec(by the Ciybf'Ttikwila,."NOTE: Mechanical rough-In inspection 'must b approved prior to approval of framing inspection •.• „•.,„ 5. All4etmittinspection reCOrAsand approved plans shall be avajObli at the job site prior to the start of any co strUClitinThese doCiiiiients4re to be maintained and a, , • ,• avail- able ifispidtion:iaPproVelgranted • 6 Any xposed Intulati.ontbapkinaterielshall have ca Flame preadRating0-25,,plett and material .shall bear identi- fication tliowing, the f.ireperforOance rating thereof,. 7 Engineered trust be on site an*evail'ableto inspection purpOset. Documents shall bear ,the Washington State Professional Engjneer,' L. All construction to be done in ConforMance.wii_h approvedJ • ••.•.,. plantandreqUirements of the Uniform Building Code (1994 Edition) at amended, Uniform MeChanical Edition),, and Washington State Energy Code' (1994 Edition). 9. All woOifito remain in placed concrete shall be treated wOod. 10. There shall beoccuPancy of the bui lding(s) until the final inspection - has been'completedby Tukwila Building Inspector. 11. Validity ofi7ermit. The istUance'of, a permit or approval of plans, specifications, and computations shall not be con- strued to be a permit. for, Or an approval of,any violation of any of the provisions of the building code or of any other ordinance of the IurisdlottOn.:,'No:permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 12. Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off- site or into existing storm drainage facilities. 13. 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, 14. Driveways shall be paved for a minimum distance of 20' from the edge of existing road pavement. 15. For residential driveways, a minimum 12" concrete or ADS N-12 pipe shall be installed under the driveway at the existing drainage ditch location. 16. Work affecting traffic flows shall be closely coordinated • --•- -.•-• with the City Utilities Inspector Traffic Control Plans . shall` ee submi.tted the Inspector for prior;roval ; . Hauling over.. 50 cy; all require application f a Hauling Prmit` to any associated activity Project Name/Tenant: `J 1 L L...--cap I 1 O 01 1_,01 1-k V i.C iuct1o� : Site Address: 13103 51 �r �..r L910 -00 City State /Zip: 5 Tai* Parcel Number: 0(10'4 — 061 C i Property Owner: 3txL. (L p)U1t -ttO CORD r ''�'t ctiil� Ph on 3(o` - 4(43 p h T1t227C Fax #: ! 3c.,5 -0 - 3`1 Street Address: VA ln1E t 4 1'2.0 3 cj V C ity State/Zip: EVE A QS 11 Contracto • Contractor, t✓e.. ;(11 L,a l r,Ca CORP. For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling Phone: 3(o`T -41(1.3 pe 99s-2-2:-/O street Address: 35 ALA, T 1►.1E AJ . •� GS VJA City 13 , 3 ip: Fax #: 3(4); • 0 1 37 Architect: • 2. AN] A1 -IA � S1Ctrls Phone: SG/ ^ let Q2- Street Address: r � S i ' i i, 1 1 City State /Zip: SEN qT15 Fax #: 5 Engineer: Phone: Street Address: City State/Zip: Fax #: Contact Person: (-4))U1-1-9-, 3(07 - 143 P9 yi Street Address: City State/Zip: 12 0 3 Pia t_ r )0E. A \I _ . SSA cl % 19'; Fax #: 1 3 o Description of work to be done: CCI0 RU CT tON) O F - 1 v.) Stic_ACT L.E f;t4+AILy TNe Type of work: `.New Single - Family Residence ❑ Addition - Single- Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: 1. Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure:A \ p sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) ft. Uncovered Deck ,_sq. Proposed New Square Footage: 1 Q)(`) 6 sq. ft. Dwelling sq. ft. Covered Deck(s) Z(4- sq. ft. Garage /Carport sq. ft. Accessory Structure(s) t i sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) 'atizgi.tep 2.44 5' 1% (1 - t%.cI 70 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 TUKWILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 FO' STAFF USE ONLY Single- Family Residential Permit Application Data application accepted: 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 by the Public Works Department) ❑ Channelization /Striping igf Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant main to vault) #: Size(s): El Flood Control Zone [3 Hauling Land Altering: Cut 1 cubic yds. Q. Fill 1 CD cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public IA Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be 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. SFPCRMIT.DOC 2/13/97 . 1 -ct�7 Date application expires: Application fa eey: (initials) PLEASE SIGN BACK OF APPLICATION FORM BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: Print name: Phone: I Fax #: Address: City /State /Zip: ALL SINGLE- FAMILY RESIDENT PERMIT APPLICATIONS MUST B UBMITTED WITH THE FOLLOWING: ➢ DRAWINGS PREPARED BL, REGISTERED ARCHITECT OR PRCr1 1SSIONAL 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 in ❑ Certificate of water /fire flow availability (Form H -11 a). 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: El ❑ 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 ❑ El Floor plan ❑ ❑ Roof plan ❑ ❑ Building elevations (all views) ❑ ❑ Building height ❑ ❑ Building cross - section El ❑ 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. El ❑ 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. El ❑ 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. ! HEREBY CERTIFY THAT ! 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. SFPLRMIT.DOC 2/13/97 • .}, .. y.�.. , ;' ;'`•'Air q' k '• l ***** •k***• **•k * **A• * *kk **k*4A * * * • k **kk* k* *••kk •k4.4,%**:kkA** CI1Y OF 1 UKWILA, WA 1RHi'l;iMr:T 4'•k k*Akk • k** k*•kA•4:k:lk"!rkA•**%h*A�!"�1'A k- �:** IA�4 •kkk•k•kl9eA:t A•kA•k:kAk ArA•kk *k *� *� k TRANSMIT. Number. 89700694 Amount 20.00 '12/19/37 12 :02 Payment Method: CH CM( Notation. O!J(LFR BLDG IniI: KJP T h i s Payment Permit No: D97-0225 .Type: DEVPEKM. DEVELOPMEN1 PERMIT Parcel No: 000300 -•0019 Site Address: 13634 51 AV S Location: LOT 4 OF L96-0054 HILLTOP HOMES SHORT PLAT Total Fees: 1,915.71 20.00 Total ALL Pmts: 1,915.71 Udlance: .00 *A ** *Ak * * * *A * * * * *AA *•k *A **4 A * *A *••..* * *AAA*A* *,* * * *AAAk**A*AAA*•A ** Account Code Description Amount 402/342..400 INSiP• FEE -, SME:/ SSS 20.00 7034 12/23 9719 TOTAL g0 00 k * * *44kkk **h,k*4** *,4 ** *�4 *�c* *** �t: E: 4* *k:4�k�t•**.k,kk,4 ***A**A *:kk** ITY , OF'.. TUKWILA, WA C� .4 * 225. TRANSMIT ,4. k *. * * # /c *• ** * *i1 -* * *A • *** k** 4*A A. kh * * *•h ** * *:1*k *:1h *h***A** **** 1 Number`: . R9700631 Amount . 1,192.25 08/22/97 14:32 ':Pa.yment Methc de .CHECK Notation: BULTER. BLDG CORP In it: SMC Permit No. 097- -022 Type‘ ..OEVPERM DEVELOPMENT PERMIT Parcel No: 000300-0019 Site Address: 13634 51 AV 5 Location: LOT 4 OF L96 -0054 HILLTOP HOMES SHORT PLAT Total Fees: 1,895.71 This Payment 1,192.25 Total ALL Pmts 1,895.71 t3a1 anc'e: .00 * *•k * **** qtr****A******* ,4 * * * * * * **,4* *,4 **k•h * * * * * **,t* *fie *4**AA ** *** Account Code Description Amount 000/22.100 BUI:LDING- RES 1,082.25 000/345.830 PLAN CHECK •- UTILITY 20.00 000/386.904 STATE BUILDING SURCHARGE 4.50 000/342.400 INSP FEE UTILITY 15.00 412/342.400 INSP FEE - STORM DRAIN 15.00 000/322.100 LAND ALTERING PERMIT FEE 33.00 000/345.830 LAND ALTERING PLAN CHECK 22.50 • 3391 08/25 ? 7i7 TOTAL 2384.50 .', � ' �^�** * ll+a+*+*a*+1%**4 | T Q��WA ' TRANSMIT :1 '*****4*a*aa***4,++*a & *w*****�**44,*****a“*^*�**** ''.' .�TNA0SMIT Number : R97O8609 Amount; 703.46 07/i 8/g7 13:11 P� eniM th d CH�CK N t t � ` BUTLER BUILDING I it S Payment �� e o :� '� o � �on: � � n : LB Perm tNo: D97-0225 Type it D[VPER M DEVELOPMENT PERM] T Parcel No: 000300-001, Lueation: 51 AV S & S 138 ST LOT Total Fees: 1,790.21 This Payment 703.46 Total ALL Pmts: 703.46 Balance: 1,086.75 *+***i*A** Account Code` . 000/345.830 Description ' ` ' Amount PLAN CHECK 703.46 -------- 1NA 07/08 7717 • TOTAL 2898"34 Project: a of inspect'. . / Addrfa t/ Date called: i13 Special instructions: �,jan Date wanted: — - a.m. —a-y— ,, P. . Requester: ' // lj _ /� ( 7.2' ! l (r � ~ 7 - / 7 6 ( Po' I 1 Approved per applicable codes. Inspector I INSPECTION RECORP Retain a copy with perk__ INSPEC ION NO. CITY OF TUKWILA BUILDING DIVISION _ . 6300 Southcenter Blvd., #100; Tukwila, WA 98188\∎` • Date. b17- O ?- PERMIT NO, 70 Corrections required prior to approval. .1 /i L itm $42.00 REINSPECT!' FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: 5 F ► Address: 13 / 5! SWe S Special instructions: Type of inspection: Ti t1a Date called: 4 Date wanted: 1 4_ 2 3 . 9g ""TT 10 p.m. Requester: Bin 1 B U-n e r Phone No.: mobile `fg - 54122. II INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Inspector: n 2, INSPECTION RECOR'' Retain a copy with pe I Date: Dc1 -0225 24 MIT NO. 31. =3670 Corrections required prior to approval. $42.00 REIN PECTIN' FEE REQUIRED, Prior to inspection, fee must be paidffiFei00 Blvd., Suite 100. Call to schedule reinspection. Receipt No.1 %-' Date: Project: 4 `; u b 4 - � Type of inspection ess: A lt 2 ,4 �I Al1S Date called: 42'7— Special ins ructions: Date wanted: 4 - ZB-16 a.m.. p.m. Requester: Phone No.: INSPECTION RECOR Retain a copy with pe INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable.codes. 'COMMENTS: Date; fl $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. Inspector: 6L) I I P 1: -0ZZS' PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Receipt No.: Date: INSPECTION RECO Retain a copy with pe INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Approved per applicable codes. I Inspector' PERMIT NO, (206) 431 -3670 Project: -er • Addr Special instructions: • Type of inspecti r (� Date called: 4 Date wanted: ..� � a . m . Requester: V) Ock.-5e7 Corrections required prior to approval. COMMENTS: /I ,r)J l l r D (X]2 t J( r "Tip rr at € L pra (4 -S _ AR Date: 4 4( z3 )0 ri $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 inspection: _ Address: '(93 S. Date called: Special instructions: Date wanted: Requester: Phone No.: INSPECTION RECO Retain a copy with pe INSPECTION NO.. . • CITY .OF. TUKWILA BUILDING DIVISION 6300 Southcenter Blvd:, #100, Tukwila, WA 9818 Approved per applicable codes. Corrections required . prior to approval. COMMENTS: Inspector: Date: PERMIT NO. (206) 431 -3670 2-3 [ $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspectlon. Receipt No.: Pate: Project: 1 1 T of 'n action: er Address:1%40 s i 7 cu Date called ' _ +5 ` Special instructions: • Date wante G `` 5 — ( 1 -�J p.m. Request i o I 3a l [� vx..55 � 0,1 Ph `' I"! — �4a'vz INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 CO ' ENTS: Inspector: Date: Approved per applicable codes. INSPECTION RECOI Retain a copy with pe (206) . 431 -3670 Corrections required prior to approval. Ti $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee muet be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: / i` y Type of inspectidn: i t t Address: �` Date called: " Special instructions: Date wanted: ....? i /� D a R Requester: Phone No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 r. . C • • MENTS: Inspector: Ik"SE x:'}°: Approved per applicable codes. INSPECTION RECO Retain a copy with pe Corrections required prior to approval. • Date: PERMIT NO. (206) 431 -3670 t $42.1 - INSPECTION be paid at 6300 Southcent= 'Blvd., Suite 100. Call to schedule reinspection. REQUIRED. Prior to inspection, fee must Receipt No.: Date: 1 a Project: 11,1 1 .a71'' ‘'' / Type of i ecfipn: , Address: Date called: Special instructions: Date wanted: "' .m.' p.m. Requester: Phone No.: ti r. INSPECTION RECO Retain a copy with pe INSPECT! S N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: Inspector: Date: 1.)77'b26 Approved per applicable codes. Corrections required prior to approval. $42.00 REINSPECTIO _ FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: • / ,�� 1 L Type Type of insp _ 14,41/ Address: Date called: Special instructions: Date wanted: 3—.C---/E3 a. . Requester: Phone No.: av INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Date: INSPECTION RECD Retain a copy with pe $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: '�... • :. PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Projegt: . •, L i J L / f{ �l�c./ ein�9 `U - j Type i J c;. x c M r" oof wc�� ‘...)(411,,,,,,,. Address: 3(L3u 5 )r) S Date called: 3' - V Special instructions: Date wanted: GA) 3 9x p.m. Requester: - • 1 I ply. Ph pnl`.LJ.. a f ) ( Ja a INSPECTION RECO Retain a copy with pe INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: • Inspector: Approved per applicable codes. 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: Apci o a as >. PERMIT NO. Corrections required prior to approval. (206) 431 -3670 Project: 4), / /` /494/ Type of inspection :6 / 2 ( Address: �..(�/t^' Date called: Special instructions: : Date wanted: 2.... t (2 27.- Requester: Phone No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Inspector: I INSPECTION RECD Retain a copy with pek Date: Date: PERMIT NO. (206) 431 -3670 Corrections required prior to approval. $42.00 REINSPEC ION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule relnspection. Receipt No.: Pojecjj: ) l Type of iection• A dress: )3toa-i S 1 AU S Date called: -&ko -% Special instructions: Date wanted: � cD - 0D�' a.m p.m. Requester: . Phone No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: � / /1 3 Inspector: I I Approved per applicable codes. I Receipt No.: INSPECTION RECD Retain a copy with peki Date: 6)5 PERMIT PERMIT NO.. (206) 431- 3670, Corrections required prior to approval. $42.00 REINSPECTION F E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Project: ' 1_ + �� I , ,< � Type of inspection: v � Address:. x0 j4J Date called: Z 1? Special instructions: /(L ; dO Date wanted: Z , 1 25 a.m. p.m. Requester: 5 . 1 IA..... Phone No.: Gm 5r z 1 I I Approved per applicable codes. INSPECTION RECO Retain a copy with peLit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I I D 11- ZS PERMIT NO. (206) 431 -3670 COMMENTS: • I Inspector: Dater Corrections required prior to approval. $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; COMMENTS:. ikoc , 4 M.4.;„;•( )- 0 �U t'!i/ .. / U r rilt,' l/ , /64-s, i 0 Ne,,,1 ,,,,,,,_- U hJ 71 _ , r1-4 `! x, /2.0 c ,(.2, d a 4-- As, td d s. / / ,... ---- • ( 1 A jr/ [Bi titn ... U/ c D l t4 , h 4 44.- Date called: 2 l -1 � ( , e ,01---(,- Aal-i-lf-6` At . fit!S h.!;C /) JO/ 1 5% . s.t, 7 f'v 6,(...0 3 ) Nail )M'I, plti/r . cp5.,r5 9 Sri. U 44.-c ��414uu Atils 4 A or i/A,. S ,' vi di,9 - Project:' , f' {/If'tA./ ti + _ 1 , 4 , j,Q T of inspection:('__ Address: 5. Date called: 2 l -1 � ( , Special instructions: Date wanted: a ' I Requester: l (� . Phone No.: 1-0( - 3(v7 -14/ 3 Z*" Inspectay: I Receipt No.: INSPECTION RECOWN Retain a copy with p INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Date: PERMIT NO. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. V?7 -vz (206) 431 -3670 Approved per "applicable codes. [4] Corrections required prlorto approval. Date :2 6,6 ; 4 f R7_ Project: !1 i ( .4 , 19 4 3.1044. -- Type of inspection: Address: 1 4 3W S~( 1-}:v. s. Date called: I1 cif 9s Special instructions: Date wanted: � ( s7[,2 (( a.m. p.m. Requester: 4.1..,\ Phone No.: Approved per applicable codes. INSPECTION RECOR Retain a copy with pe INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Oc 7 RMIT NO. 431 -3670 Corrections required prior to approval. COMMENTS: 9 .1) S. 1C s 14-6 16 P. (1 • Inspector: Date: . /96 $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: COMMENTS: I 16 &11 NO I scW ' ' /t31 is Date called: 1 . 9 g 1 V )-qr3S il" s ,.ae 6.04./30A . ,.,d,1„ 46 Date wanted: a.m. 1 - I 2 -q . p 0, -.. c /o 4 -1--, - 4 qc (;ter 1-4-to • ./o i olC Project: . hll f 1 J ovn es T .Sewe Lon necTion Address: 1 va31, 51 s +. A ve S Date called: 1 . 9 g 1 Special instructions: Date wanted: a.m. 1 - I 2 -q . p Requester: 8.111 D .I e Y 'J Phone No.: CMS -2270 p €r. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Inspector: I I Approved per applicable codes. INSPECTION READ Retain a copy with mit $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: D97 - 0225 RMIT NO. (2 -3670 Corrections required prior to approval. Date: I /ijJ9 • Proje t: Type of insp ctio : Address: I I X311 51 .. -U S Date called: 1- i,-- 98 Special instructions: Le-±. .g... M fill n,vp.) ( Date wanted: l � 1 -7- a.m. p.m' Requester: �, 01)..a.4 Phone No.: /D414_442 ”5-ad-AO Inspector: Receipt No.: Approved applicable codes. COMMENTS: INSPECTION :RECO Retain a copy with pekj INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 7- 0 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Date: jt ie f Ti D �rp t ' A QQ . Typ o spectiolS• � Cl in l'- l I `c., � _ Lc i r . I C A dress ,(� fit, �J 1S-k t`,., 3 Da ca ., .. �-7 l _ — -3 K 1 / pedal instructions: 1 -*.- L- q ...432 0 Dat ta t - 7 doillaw Requrr c c n h o ti e 1115:.. — - 7 INSPECTION RECO Retain a copy with p CTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes I j required prior to approval COMMENTS: $42.00 REINSPE ION EE REQUIRED. Prior to inspec ion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: PERMIT NO, (206) 431 -3670 Project:� � Type of inspection: Address : ' (o 1)y A 'S �j 5 � Si Date called: 1 / L "1 Special instructions: Date wanted: G 5� � [ 1 a.m. P.m. Requester: n , , J. DIll ,..1 Phone No.: 4 ci 5 —7.:1 ,. `, INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: 9/1--9/q1 (Nicrm WLAff\I si6d - 1 - 4 1 -AL4-AL 5 ,E L o/ 1--6 e—A -r-�- ,ice S c Inspector: I Receipt No.: INSPECTION RECORD Retain a copy with permit PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Date: cl iVi $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: r =6L D call q rce \L ess t` ?. Special instructions: D nt "a- ate en. Re ester: , l C Phon- .: INSPECT •N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100,'Tukwila, WA 98188 Approved: per applicable codes. . L P0ctor: INSPECTION RECO Retain a copy with pe Corrections required prior to approval. (1 $42 ' 0 - INSPECT! •f FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: X.1 Date: 141' PERMIT NO. (206) 431 -3670 1• P •'ect: . ............. _. 1 Typ - of inspection: lift . IlliL d 'ANI. resU • &k- S • D `calle J _ q' Special iinsttr Lion ,..- r _ `) (ji D wan [ ' r.i quest �: I e- L V\ Phone No.: g ... .,= t�h' Y� r D INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: 94 I INSPECTION RECO Retain a copy with p Date: Cn-ria) PERMIT NO. 206) 431 -3670 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection. Receipt No.: PrPr it tuOrs(u. .. � 1y o • ectio : c■stss ,� 5 pve. e ` _ltd c n ) Speci I instructions: Y"1 1 t (( ( D�tg w ed: Q n e ..— ' 1 p.m. qugs r: (j �,� h�on No . r-� 5 cis' r (2) INSPECTION RECOVEN Retain a copy with pelLit INSPECTION NO: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 pproved per applicable codes. COMMENTS: Inspector: I I Receiptit: D Lj rmsgurmatranstuRWMISMZEM n Corrections required prior to approval. U-19 - cb PERMIT NO. (206) 431 -3670 -144)') Date : 5 J G7 $42.00 REINSPECTION PEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: P oject: , e of inspect • n: i . ss 5c.stotoe_..,E. , tsecgsrl Special instructions: L\ ©b 14 D e wai)g1;. a.m (.47 es r.J, 1.S.QJ,. } INSPECTION RECO Retain a copy with p INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 7 Approved per applicable codes. COMMENTS: Inspector: "rAzt,A, - PERMIT NO. (206) 431-3670 Corrections required prior to approval. / Jq . [ 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspectlo fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No.: Date: A6-'447W-4' -4'i,: c;•N:w .- �t+�rw�.w ..gy !...R � :•a. N w 4 r.u. t„ +4' J' Q'1'' a., iY.4Y - yR�t4;1�'� Vii , i:. , y�4�i. 4gp„" P•' tw'�'r.:�;,i'"T�'!:p.,� ,A:t�: " "i .''4' ...�!; �'(�i /'i4R ! : f� /•'blbywW ki `s '�v'7'YNE '.n?,' ti ���� �'"�'"."�J". Y +• Project Name Address City. of Tukwila Fire Department )363+ .5 ( Aq S TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Retain current inspection schedule Needs shift inspection Approved without correction notice FINALAPP.FRM Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature John W Rants, Mayor Thomas P. Keefe, Fire Chief Permit No. `{5 Date T.F.D. Form F.P. 85 Suite # Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 ..... � . ACTIVITY NUMBER D97 -0225 PROJECT NAME DEPARTMENT: G DIVISION ► 1. ' �Wo DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE 7/10/97 COMPLETE NOT COMPLETE E NOT APPLICABLE 0 COMMENTS TUES /THURS ROUTING: PLEASE ROUTE [1 NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF ri (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) APPROVED El APPROVED WI CONDITIONS ❑. NOT APPROVED (attach comments) Q REVIEWERS INITIAL Permit cou4trwkov C.�9j PLAN REVIEW / ROUTING SLIP HILLTOP HOMES LOT 4 STRUCTURAL DATE DATE CORRECTION DETERMINATION: APPROVED l l APPROVED W/ CONDITIONS Li NOT APPROVED (attach comments) Q REVIEWERS INITIAL C:ROUTE -F DATE DATE 7/08/97 4J ag�G /o DIVISION PERMIT COORDIN . DUE DATE 7/24/97 DUE DATE (Certification of occupancy required. ) ACTIVITY NUMBER PROJECT NAME DEPARTMENT: BUILDING DIVISION • PUBLIC WORKS . I 4 DETERMINATION OF COMPLETE COMMENTS • PLAN REVIEW / ROUTING SLIP TUES /THURS ROUTING: PLEASE ROUTE ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) APPROVED El APPROVED WI CONDITIONS 1.' REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED n APPROVED W/ CONDITIONS REVIEWERS INITIAL C:ROUTE -F • D97 -0225 HILLTOP HOMES LOT 4 FIRE PREVENTION C STRUCTURAL COMPLETENESS: (T,Th) NOT COMPLETE C NO FURTHER REVIEW REQUIRED 0 DATE 7- 16-q7 DATE 7 17-17 DATE DUE DATE • DATE 7/08/97 DUE DATE 7/10/97 NOT APPLICABLE 7/24/97 NOT APPROVED (attach comments) (Certification of occupancy required. PLANNING DIVISION d PERMIT COORDINATOR n DUE DATE NOT APPROVED (attach comments) 0 ACTIVITY NUMBER Cl _i - Q a'i as DATE 7 ,9g PROJECT NAME Hi 111 40mes - Lo+ 1 < f �� 1:3(x 3 : DEPARTMENT:: ": 4 BUILDING DIVISION ❑ PUBLIC WORKS .....rr![�iY..Y= t::R1!:S iwY.'f Taut" fitarrt ,�y.`t�FSh:1Sri'1P(4i:t?4'«:h,S W:_ n: ii4✓ iNY!(. r' S_ M<.l nf:. V'{, �a,: Nue:.!. �e. w«. wwww« uxwv:. r+..+ x(( s- NhA:( SMOk i•+ 1Rw_• y .t.'"'��'+�tt(.f(c'nuw( +K:IC+Z�H 1,MifyTll�vRVC!t1tt�.tf :ii�M+!Yw`il('c. PLAN REVIEW / ROUTING SLIP L I t DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE NOT COMPLETE NOT APPLICABLE COMMENTS debt a see revi 'Id wafer °voila) 11 Ieftr claied 774° 97. Pleck5e awls') Qdd(e5s.. TUES /THURS ROUT - ' ' LEASE ROUTE fl NO FURTHER REVIEW REQUIRED ROUTED BY STAFF f1 (If routed by staff, make copy t• ter file & enter Sierra.) REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) APPROVED I 1 APPROVED WI CONDITIONS REVIEWERS INITIAL i CORRECTION DETERMINATION: APPROVED CJ APPROVED W/ CONDITIONS REVIEWERS INITIAL FIRE PREVENTION STRUCTURAL ❑ DATE DATE DATE PLANNING DIVISION ❑ PERMIT COORDINATOR ❑ DUE DATE DUE DATE NOT APPROVED (attach comments DUE DATE NOT APPROVED (attach comments) ❑ (Certification of occupancy required. ) 7 ACTIVITY NUMBER PROJECT NAME DEPARTMENT: BUILDING DIVISION El PUBLIC WORKS . 4 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE NOT COMPLETE n NOT APPLICABLE Q CoMMENTs 1Ieq,e(455 t) Q.ctd tee s • TUES /THURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL ,4 3 1/ • I 1 APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS E. NOT APPROVED (attach comments) REVIEWERS INITIAL REVIEWERS INITIAL :rn..a,xvv^,.em:.>w..tun w, PLAN REVIEW / ROUTING SLIP D97 -0225 HILLTOP HOMES LOT 4 FIRE PREVENTION ■ PLANNING DIVISION STRUCTURAL El PERMIT COORDINATOR 0 510 CORRECTION DETERMINATION: DATE DATE DATE - )1151 0 11 DATE 7/08/97 DUE DATE 7/10/97 DUE DATE 7/24/97 DUE DATE APPROVED n APPROVED W/ CONDITIONS E NOT APPROVED (attach comments) 0 (Certification of occupancy required, ) COMPLETE ' 1 COMMENTS ' REVIEWERS INITIAL REVIEWERS INITIAL DETERMINATION OF COMPLETENESS: (T,Th) NOT COMPLETE El APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: APPROVED I 1 APPROVED WI CONDITIONS DATE DATE PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0225 DATE 7/08/97 PROJECT NAME HILLTOP HOMES LOT 4 DEPARTMENT: BUILDING DIVISION 0 FIRE PREVENTION PLANNING DIVISION PUBLIC WORKS . STRUCTURAL El PERMIT COORDINATOR Q DUEDATE 7/10/97 NOT APPLICABLE TUES /THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED E ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL it"- -- DATE MD Ili DUE DATE 7/24/97 APPROVED n APPROVED WI CONDITIONS . NOT APPROVED (attach comments) El DUE DA'L'E NOT APPROVED (attach comments) 0 (Certification of occupancy required. ACTIVITY NUMBER D97 -0225 PROJECT NAME PLAN REVIEW / ROUTING SLIP HILLTOP HOMES LOT 4 DEPARTMENT: BUILDING DIVISION El FIRE PREVENTION PLANNING DIVISION Q PUBLIC WORKS . STRUCTURAL PERMIT COORDINATOR 0 t 4 DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE 7/10/97 COMPLETE, NOT COMPLETE E NOT APPLICABLE ti COMMENTS TUES /THURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED El . 1K1 ROUTED BY STAFF f1 (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL DATE 7 441 11 f l APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS . NOT APPROVED (attach comments) REVIEWERS INITIAL it ,'; I /1, CORRECTION DETERMINATION: DUE DATE APPROVED D APPROVED W/ CONDITIONS REVIEWERS INITIAL C:ROUTE -F DATE e /01( DATE DUE DATE DATE 7/08/97 7/24/97 NOT APPROVED (attach comments) 0 (Certification of occupancy require!. ) (253) 0sA4 (2s3) e64 -0065 fats DEC -04 -1997 12:21 IC WEST KENT 206 854 0065 P.02/83 OWI4Tar/Wolisi 1.5" x 9.25" 1.6E SOLID SAWN DOUGLAS FIR #2.16.0" o!c rAlee n ^w v5.03 Serhl Number. 707202/15 1E49 1111 12/4/97 1046:30 AM i 1 islet el 1 alull4 Code: 041 " THIS PRIDUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED A C,t,e 5( o r 12• h�:` -,J Product Diagram is BUl Conce ptual. UiV;: LOADS: Analysis 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) 484 438 0 adds to SUPPORTS: INPUT SEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER 1 2X8 Stud Wail 5.50" 5.5" Left Face 913 (S1.15) / 577 41490 Stocking 2 Beam 3.50" 3.5" Right Face 318 (F1.00) / 33 (152) Stocking DESIGN CONTROLS; MAXIMUM DESIGN ALLOW. CONTROL LOCATION Shear(lb) 1002 935 1011 Passed(93" /") LT. Overhang under Snow Roof ALTERNATE spun loading Moment(R•lb) 1181 1181 2288 Passed(52 %) LT. end Span 1 under Snow Roof ALTERNATE span loading Live Defl.(ln) 0.135 0.289 Passed(U999 +) MID Span 1 under Snow Roof ALTERNATE span loading Total Defl.(in) 0.058 0.200 Passed(U283) LT. Overhang under Snow Roof ALTERNATE span loading - Allowable moment was increased for repetitive member usage. - Deflection Criteria: STANDARD(LL1/480, TLU240). Additional checks follow. Left overha (LL ;0,2 ", TL0.2"). - The load conditions considered in this design include Alternate member loading. • The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shake: s NOS for applicability of increase. ADDITIONAL fTES: - 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 Associate. - Solid sawn lumber analysis is in accordance with 1991 NOS methodology and is solely presented for comparison purposes, Program limitations and assumptions about this analysis are available through the software's On -line Help, Trus Joist MacMillan doss not warrant the analysis nor the perfomtance of solid sawn lumber materials. - Allowable Stress 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. ¶ '( EAC.'t'i0N C . j OtS'( r N sam 1.33/ (1l: OC..4PhlC. as) duD Tare Lon IN(' ok Issiox = a ?max a Clue $►o % = 521 ?Lc OFF SPP GrlRcztS 31$ 1g2 a'.co -l' G-Lu. •) 14' C eor '3 \ T1 ?L 161 Clear € p 521 Pt-c t A'T 52.`d ?L ? 1-140 L41-+7 Te.FLECXut' !� 0 i l' : ►M tea-431.40d W int#" /4-0O€P �a MOJECT INFORMATION OPERATOR INFORMATION: No Project Information available eyerflseuser eAC k► S., OS of *E 6 LIAL44411 ( Mike Annie Ken S. 228th St. t>�t7A --'!b S (.4.g-PASS � � L Kent, WA 98032 d 253.854.3550 253. 859.3590 IEJA l Itenc . Copyright 01097 by Trus Joist MacMillan, a limited partnership, 80115, Idaho. USA. TJ•SeamtV Is a trademark of True J019t MacMillan. CITY OF TUKWILA APPROVED JAN 0 8 1998 DEC -04 -1997 12:21 , ,91: WEST KENT 0,0 75 9.0 10.5 12.0 17,0 15.0 16.,5 10,0 19.3 21.0 22.5 24.0 26,6 27 0 TABLB 4 ALLOWABLE LOADS FOR SIMPLE SPAN GLUED LAMINATED FLOOR BEAMS (PLF) (Load Duration Factor = 1.00) 2.1 /2•INC l WIDTH SPAN 1 1 0' I 6 10 12 14 10 18 20 22 24 26 28 30 92 34 30 38 40 22 44 40 48 293 572 Ian 3•116•INC , WIDTH 1000th Iln 1 I 8 60 7.5 9.9 10.5 12,0 .13,s 15,0 10,5 18.0 1 0,6 21.0 22,9 24.0 25 5 27,0 366 167 715 100 693 7.1(2.1NO71 WIDTH 5• pogo 1 0 OOH notes. 160 87 33 -- — — — — — — _ .� — _ _ — — — 203 170 107 72 50 — — ..... — — — _ — — — _ 306 293 104 124 87 89 — — — .- _ — _ — — — — — 465 399 196 198 109 75 58 — — — — .- _ — _ —• — — 437 255 200 130 119 . 07 08 55 — — — -- — — — — _ _ 630 417 293 216 100 124 97 78 63 57 — — — — — — 572 402 293 220 170 133 107 87 72 60 50 -. — _ — — _ 535 390 2.39 228 177 143 110 95 79 07 37 — — — — 500 980 293 290 104 ISO 12a 103 87 7a 63 55 — — — 534 484 372 293 2.35 191 157 131 110 94 80 70 60 39 — 604 465 386 292 2.38 196 164 138 117 100 87 75 86 50 572 450 363 2955 241 201 170 144 124 107 93 81 72 639 546 697 356 293 244 200 175 150 190 113 09 87 626 525 426 351 292 247 210 100 165 135 110 104 507 506 417 348 293 349 214 184 too 140 124 10 12 14 Is F, c 2400 psi, c = :.800.000 tis;, F, = 165 05+ 10 20 24 SPAN IPT1 20 SPAN 1 /T1 28 G6Oth on.) 6 10 12 14 16 18 20 2.2 24 39 20 30 32 34 36 206 854 0065 P.03/03 50 40 42 44 46 48 100 68 — — _ — — -., — _ — — — — 2 139 09 03 — - — _ -. 360 231 154 109 79 59 — +. •_ _ _ _ — 362 366 245 172 126 94 7.4 57 114 ass 2.37 10> 141 109 83 00 56 — — — — — ... — — 360 207 201 134 122 97 70 65 54 - _ -- 502 366 275 21 157 173 109 80 . 03 53 — — 660 467 366 282 222 178 144 119 99 84 71 01 53 — — 633 475 300 268 291 107 154 129 109 92 79 68 59 52 — 004 466 366 293 238 195 164 138 117 101 07 76 66 88 751 582 457 366 298 245 205 172 147 126 109 94 89 79 719 663 450 966 302 252 2.12 100 134 1 33 110 102 89 006 ' 6e1 547 444 366 305 257 219 107 162 141 122 109 765 654 539 439 366 909 262 2.25 104 109 146 190 652 129 6.91 321 435 366 311 207 Z91 201 179 104 90 32 34 36 30 40 42 44 40 48 0.0 410 210 122 77 51 — — — — — — — — — _ — — — — — 1.5 801 410 237 149 199 70 5t — — — _ — — — 9,0 709 610 Z50 1 T3 1 59 87 51 .r — _ _ — ..... _ — .., — — — 10.3 651 410 276 193 141 106 91 64 5, — — — _ — — — — — 12.0 613 410 288 210 156 122 90 77 62 01 — — — — W — — 13.5 060 . 504 410 299 225 177 136 109 89 73 61 91 — — — — 15,0 601 563 410 305 237 187 149 122 100 93 70 60 31 — ■ — — 16 5 749 546 410 310 248 100 102 133 III 94 00 68 59 01 — — 15,0 ? 709 632 410 323 288 210 173 144 122 103 60 77 67 58 51 19.3 ' !?�' 661 4, 677 721 410 326 267 220 183 165 131 113 07 65 74 65 21,0 32_: 651 512 410 333 275 229 193 164 141 122 106 99 61 225' 1 , 1 11 .790 630 504 419 338 202 357 202 173 *49 197 114 *00 24,0:., , 095 0 .153 613 490 410 342 288 245 210 181 158 198 122 26 5 ^ • , ;j r 047 ' 725 _597 492 410 340 304 232 218 160 100 146 • 27 0 r ! ' &4 $ ' 8 • 699 584 467 410 349 200 230 22S 1 67 t 73 TnTPL P.03 V t (.s City of Tukwila Fire Department Fire Department Review Control #D97 -0225 (510) Re: Hilltop Homes - 13634 51st Avenue South Dear. Sir: .August 7, 1997 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) 5754404 • Fax (206) 575 { City of Tukwila John W. Rants, Mayor. Fire Department Thomas P. Keefe, Are Chief Headquarters Station: 444 Andover Park East • Tukwila, Was ' . 98188 • Phone: (206) 575.4404 • Fax (206) 575 -4439 _/ tl City of Tukwila Department of Public Works TO: Permit Center FROM: . Public Works Engineering N DATE: August*6;1997 SUBJECT: Hilltop Homes - Lot # 4 of Hilltop Short Plat L96 -0054 13634 51st Avenue South Parcel No.: 000300 -0019 Project No.: PRE96 -006 Permit No.: D97 -0225 Contact Person: Bill Butler Phone: (206) 367 -4143 NOTIFICATION OF UTILITY P RMIT ACTION John W Rants, Mayor Ross A. Earnst, P. E., Director THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON AUGUST x', 1997: '1 PERMIT FEE Storm Drainage $25.00 Access $25.00 Land Altering $55.50 TOTAL: $105.50 Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the permit file. JJS /sal CF: Development File (with copy of application and plans) PW Utilities Inspector (with copy of application and plans) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 431-3665 ? l" Otomi6fIG 11. tkti 5P4ktSK1+R• .Rom tX SrtiltG ' ffR NEW nlAiuR t,. G�5 5E(Ntc,s LI IMPERVIOUS SURFACES HOUSE & EAVES = 1392 S.F. DRIVEWAY & WALKS = 6$6 S.F. TOTAL =2078 S.F. sae,- L LOT COVERAGE LOT AREA = 42967 S.F. HOUSE & DECKS = ii96 S.F. COVERAGE 1196/12967 =9.2% c)T 72; T4 35 I45. 45 MILT ZAVALES 1243 N.E. 152nd Street Suite B Seattle. WA 98155 362 -2992 LEGAL DESCRIPTION LOT# `TuKWILA 5.1 L9(. - ai.0 D 3 00 - 0019 yNRCi;G BLLT[ER CORP. ADDRESS: 12035�ALATINE A..I _,sa , WA 4c 33 Ei 1E, T UKW:LA PUBLIC WOR;;.. ZAVALES DESIGN ASSOCIATES SITE PLAN L YEECEIV IA SCALE I'' - 2ey A li ct l R ..MIT CENTS )RT PLAT 1)3!t1. ` ._.eeB 42rra.. L96 -0054 - Y OF TUKWILA \1G COUNTY. WASHINGTON DECLARATION: EN BY TIESE PATS THAT W. TIE UCERSMIElla WERE! '..E APD/CR m 1RAC RR -1AS CF T}E LAN] }Eft 1- E( MAKE A SHORT 9.V4 THERECF PLFQIMA TO 21 MO ACKPOLECGE THAT SAID S BIVEE N SHALL NOT E£ :VIDED N ANY MANNER PCI144 A PERIM O= FIVE YEARS FR)1 =RD. W111.O.if THE FLIZ CF A FINAL PLAT. THE LICERSIGNED S1-ARE THIS 9IRT PUTT TO FE A GRAPHIC RLPfEEENTATLL]V 32T 9.B3VSITI APO TI-E SALE E MACE WITH FREE CST 3:CMN:E WITH THE CESRE OF 1W 110MEL N KTITESS PMERECF PE SET LXR HAPOS MO SEALS r-- WASHIPGTW . Kan 1:30 0441. A. t,tl-tAle l arvi �Y FER CNALLY APPEARED EEFCFE ME ally■ S. W.:}" 144 TO EE T E INCIVICUAL DECREED N AND P0C1 E ELUTED 11-E FC E7i G TETFLrENL MD ACKNILE aE THAT_Ah Sfl ED ASkaame_ MEE MD WI-WARY PUFFCE S Th EFE N PEMQNEIl ACT APO DEED. FCR PTY HMO MCI OFFI7M_ g-EAL 1 DAY CF:Z A `OHS pY TIE STATE OF PE SET OUR HNOS AND SEALS HATE NAME NAPE APPROV, .._S: CITY OF TUKWILA: r',a.. �. A C:.y cF 11.4-cwilet s..."-&--d_za:d_ri-I-.64-F jUIY. Pla Chreckar. Ctty of TLArriln r iy a .a e. °A- �,. �y . y . � . • 1� D' �'f� 15 Z W1/4 SEC 14 -23-4 FAD 12\81 Scale 1T BASIS OF BEARINGS -DEED FED TRAVERSE TC;PCCJN GTS-48 KING COUNTY DEPARTMENT OF ASSESSMENT Is fz Exemlned (*frayed 1 &y aF_ ;C`1 192_,/ oi y, . 4 G Kum Coulty Aase.re,a-. y �tJ KQ Ca-r Me,es�- . 195.-•! A�a-rt Nth' 0 00 d � v _ c v/ 9 ...c."/ se /i- -. 3 4'7' E H Ybr, '3 5.4". / V 4r :Oa— EX ccR S E 024' ►4 CDC FEN • EX E0R/II1CPP LS /0702 El, SLAVE( RECERLED z4 SIK 63 PPa 24. SENSITIVE AREA EASEMENT ANY F1 EFOSAL FCR LAND ALTERATICN CF PERME?'ENT CONSTRUCT CN AREAS WITH CRFATER THIN 20h SLOPES WILL REWIRE ACCITICZVAL CITY ANALYSIS AND COMPLIANCE WITH TFE SAO. EX S� ig(o OO(o Dcn.0= E��TE rt.P i rn• I' C.L,urCU1I VU I Vu. `T)o7o ' °IQ SCALE 1 !rte, = 50 FL PORTION OF NW 1/4 OF SW LOT 1: TFI JEE PORTIONS CF STER -E 1 FC RTl-L R RANCE 4 EAST. Wit IN KING C COMMENCING AT TFE C TARTER CSRNF NORTH. RANG 4 EAST. W.M. IN KDVG C TFE LINE EE P EBV S S 14 AND POINT CF EEGINNING: TI-€ CE C OWIN. NORTH OCLNUARY LINE CF FOSTER S F ct I : TI-E NCE N47 ALONG SAID SAD b1Kr_t.I 7259 t I: TFEINC.E NC TI-EI'E S71 144.6 FCC t I TO TFE T POINT IN TFE SECTION UNE 561 Frt SECTIONS 14 AND 15. TC14 S - UP 23 NC WASI- fGN TFEJvCE €ST 184$ FEE TF E Nc T1,1vESTERLY ALCNG EAS THENCE N CRTI•ERLY 245 F tL 1 ALI NN EAST 24326 F t t I. MCRE CR LESS TI ALCM SAID SECTION LIRE TO TFE P EXCEPT PCRTICN CONVEYED TO KING EXCEPT 11-E NCRTFE1 _Y 16729 rat !DT a 11-E SOUTHERLY 62.40 I-. I C TFE EAST LINE CF TFE FQ..LOtO\ 3 C STEFFEN FASTER CCNATICN CLAIM N W.M. IN KDV3 CCIMY. WASFONGTCN. CE creeourc AT TFE CLIARTER CCRINZ NRTH. RANGE 4 EAST. WI`t IN KIM) C TrE UNE EETWEEN SECTIONS 14 AND POINT CF EEGINN1M) THENCE C NTLN TFE NCRTH ECUNCARY UNE CF FCST 126 htt I : TFfNCE N4T53E ALONG S, ALONG SAID STREET 72.59 r. I : TFE tt l : THENCE S71'53W 144.6 FEEL TC A POINT IN TFE SECTION LINE 561 FE SECTIONS 14 AND 15. TCI'tg5'r 23 ■1 WAS -EN -TOPE T ENCE WEST 184 FEE T}ENCE NCRTFy€STERLY ALCM EAE THEME NCRTFEFLY 245 F tt I ALCT EAST 24326 FCC I. MORE CR LESS T ALONG SAID SECTION UNE TO TFE F EXCEPT PCRTEN CONVEYED TO K\C LOT a TI-E SCUTFErFLY 63D3 Fct.I C ALCM TFE EAST LIE CF TIE FCLL STEREN FOSTER OCNATICIV CLAIM N< WM. IN KIM CCIINTY. HA9-aINGTCN . CE CCMENC NG AT 11-E CLIARTE CS R`f NORTH RANCE 4 EAST. 'rift IN KING C TI-E UNE EET1€E `1 SECTICtS 14 AN= CENT POINT CF EIEGINtaNG:, NORTH I30IADARY LE � -EWE FESTER ` -r .r •TC ^ . 1 e rYt. r cAn RECORD DRA'MNG r 13(0 S ��- -Q . 06-309-1- buy, PeRfacr # &LL ()U1LE B t iAjG •i / ` ; 1 • RECEIVED APR 09 is98 • UBUC WORK: i PART A: (To be completed by applicant) Site Address (Attach map and Legal Description showing hydrant location and size of main): I ^— 51 fw , • iuKw1Lt. 10 5) AS Owner Information: Agent/Contact Person: Name: T U1t. bU I tj (1,a wa A Name: ¶j 1 t..L P) u 11, \ Address: ('L035 TAL-A l it ., No. 1V. Address: �` V� 3 t ( j P „t,f\ 1 I t A) . N •• Phone: 3Ce1 • ` 1 7 u cis 1� - 1 2 3"[ Phone: J(O1 ' ` 1 1' 3 s�.1�. `1 t 1'3 This certificate is for the purposes of: residential Building Permit ❑ Preliminary Plat ❑ Short Subdivision ❑ Commercial /Industrial Building Permit ❑ Rezone ❑ Other Estimated number of service connections and meter size(s): 1 I tl Vehicular distance from nearest hydrant to the closest point of structure 13 0 ft. Area is served by (Water utility district): W Aid �t2,. IJ ( < j it. ( '2. t7 Owner /Agent Si n tur _A ciii____, Date: PART B: (To be completed by water utility district) The proposed project is located within ( (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: _ . / 5 - , t o - 4 4 - t h 14-5 At G/C , r 4 4 6c--c-44 / /J 1 r o ► v e.' 40 /lei— Lit) ix . _ /zS ST ,4f f0 A rcp 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 / Z-C9t gpm at 20 psi residual for a duration of 2 hours at a velocity of 7 fps as documented by the attached calculations. I hereby certify that the above information is true and correct. kC Y) f zS 'Z ktc-a -- fS” c 6- 4.4.0 1 Z`i -- 9 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 CITY OF TUKWILA Permit Cenk, . 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 PROJECT 41: D 9 1 - o2 2, v W1'RAVAIL..VOC 6/5/96 H-ha Certificate of Water Availability (Required only if outside City of Tukwila water utility district) CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL PLAN CHECK/PERMIT NUMBER: q r 225 PROJECT NAME: 1 , ( L L (° P PROJECT ADDRESS:: 1 V • 1. CONTACT PERSON: J ( LL ►-� u I L e.- PHONE: 3 (0 1 4143 DATE: REVISION SUMMARY: L (61 RADLI - RAN) X5A,1 ik V vJa , R A'JPL, CS) . SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. RECENED AUG 0 5 1997 TUKWILA PUBLIC WORKS RECEIVED CITY OF TUKWILA JU L 2 1097 SUBMITTED TO: PERMIT CENTER CITY USE ONLY 3/19/96 July 11, 1997 Mr. Bill Butler Butler Building Corporation 12035 Palatine Avenue North Seattle, Washington 98133 Dear Mr. Butler: Kelcie J. Peterson Permit Coordinator File: D97 -0225 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director SUBJECT: LETTER OF COMPLETE APPLICATION Development Permit Application Number D97 -0225 Hilltop Homes - Lot 4 51 Av S & S 138 St 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 -3672. Sincerely, 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 4313665 KING « T,. (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 typ Owner's Name u.1-Lea, b U. t LQ1t' i (Last, First, Middle Initial) Property Tax I.D. Number a) 3 (10 ' - () 6 19 Subdivision Nam Property Legal Ad� L l d ubdiv. # Lot # Building Name (if applicable) Property Street Address City, State, Zip Owner's Mailing Address (If different from above) Party's Mailing Address (if different from above) Property Contact Phone Number Party to be Billed (if different from owner) 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 ❑ Mobile home space (1.0 RCE per space) No. of Spaces Block # ►3Ca �cx 51 AV. `S, U.Kua■ LA Vit■ , q )R, l 203 ?AL i tk\f• ti'f WA. 9 3 Owner's Phone Number ( /L.) (D) 3 o1 14143 City or Sewer District -u K W I LA Date of Connection: Side Sewer Permit # For condominiums, please fill out Supplemental Form A in addition to this form. I 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 data for determination of a revised capacity charge. Date Signature of Owner /Representative Print Name of Owner /Representative \N(11..1..1 AM Residential Sewer Use Certification x0.64= x1.0= Residential Customer Equivalent (RCE) 1.0 1.6 2.4 3.2 X1"1' o5 ;' City of Tukwila Department of Public Works Ross A. Eamst, P. E., Director UNDERGROUNDING AGREEMENT WAIVER TO UNDERGROUNDING ORDINANCE OBLIGATION FOR FUTURE UNDERGROUNDING The proposed development'at:� A4 6 S o 3s' Lo} (street address) Parcel No. CIO d 30:0 -O lckequires undergrounding per Ordinance 4.86, 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. John W. Rants, Mayor 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: Vitkvol (1Yd Owner (Signature) Date u J l L-L1 A . A M 1 1 . - C 3 C 7 -- 4‘143 Owner (Print Name) Phone 12c.D - 5. PAC t A A ) N SSA i 1 �.E \ J 9 q I3 3 Street Address Page 1 of 2 City, State, Zip (8/93) c�nn �.... _... -- J..J •, - -_! c•.■.n :j inn • Tnku,et, ?AI2chhvnfnn 0111 RR • Phn„p. d33.0179 • Fax. (2061431.3665 STATE OF, WASHINGTON County of . /6 On this day personally appeared before CITY OF TUKWILA: to be known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that `1. e_ signed the same as ' /L(S. free and voluntary act and deed, for the uses and purposes therein mentioned. Given under my. hand and official seal this 7 day of , 19 ' Public Works Director Date PU IC TO AND FOR THE STATE AS ' TON, RESIDING AT: (C:docl7) Page 2 of 2 CERTIFICATE OF WATER AVAILABILITY PART A: (TO BE COMPLETED BY APPLICANT) 1. Owner Name/ Address /Phone:' Sti. t.d. (2 •• � A\JIU \1AtioLbtki ❑ Insurance Underwriter ❑ Utility 6. Area is served by: W * 1 2 S. Owner /Agent's Signature: (Reverse side to be completed by water utility and governing jurisdiction) LQ6- ac�,sy PR OJECT # 1940 CO VA Gi 1 \1 2 ► V) i 061 5, 3100 1 12 0 PA r , ✓� '. N • S 9 34 ' 7 ' Agent or Contact Person /Name /Phone: lJ L� _ t. ( s. l "2.0 3 r-) VA,uA.1 - 4 Site Address (Attach map and legal description showing hydrant Iocation & size 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: 3. Estimated number of service connections and meter size(s): — 1 i` 4 k 0 R &l 4. Vehicular distance from nearest hydrant to the rear of the furthest structure: 500 ± ft P 5. Minimum needs of development for fire flows: gpm at a residual pressure of 20 psi. RECEIVED ▪ Source of minimum flow requirement c ❑ Fire Marshal 0 Developer's Engineer ❑ City AUG.1 9 199E• ❑ Other COMMlINJTY DEVELOPMENT Date: 05/06/94 c 4,- • 'PART B: (TO BE COMPLE, Y WATER UTILITY) 1. The proposed project is located within �t�kwl ` bek t ►'��j (City /Gadnty) 2. Improvements required to upgrade the water system to bring it into corhpliance with the utilities' comprehensive plan or to meet the minimum flow requiremehts of the, project before connection: 74-W Ply " ( A — .4 tt... hi la. , wt i s rfea(.tt►^ci 3. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of -9(06 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. C Age •, , Phone Z S - �f '7 PART C: (TO BE COMPLETED BY GOVERJ7ING7URISDICTION)- iliater 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 # are met. 2. Minimum water system improvements: (At least equal to B2 above) .45 A/P749 .ay 9, 77c/cJ 4 ' :�z: . . h oa roc. ayorea, si*4 73VAr Tart /.✓c.4s4 s ,s . ) l /di.- .P4'4•ve02._ •4 l.E;rs 77# T.YE. /aet9 tea.. . O /v: .. / ' D.ey Ir jv<%►•S' 114 eS f 4 /s'► i4 rd Gv t- f � Oa c:(-1)( c.-1 . ..2 _.) ❑ System isn't capable of providing service to this project. 4 1.7-10,7P Agency /Phone By Date D a te • .� z-9 moo -re-re Ile mein.. 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 following 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 [hereunto 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 2. To pay before delinquent all lawful tan and assessments upon the property; to keep the proper • tree and clear of all other charges, liens or encumbrances impairing the security of tit( :ed of Trust. 3. To keep all buildings now or hereafter erected on the property described herein continuously insured against loss by fire or other hazards in an amount not less than the total debt 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 starch 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 Deed of Trust, including the expenses of the 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 when due any taxes, assessments, insurance premiums, liens, encumbrances or other charges against the property hereinabove described, Beneficiary may pay the same, and the amount so paid, with interest at the rate set forth in the note secured 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 the property is taken or damaged 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 secured or to declare default for failure to so pay. 3. The Trustee shall reconvey all or any part of the property covered by this Deed 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 become 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 ublic auction to the highest bidder. Any person except Trustee may bid at Trustee'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 Deed of Trust, and such as he may have a9uired 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 thereof in favor of bona fide purchaser and encumbrancers for value. 6. The power of sale conferred by this Dced of Trust and by the Deed of Trust Act of the 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 successor 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 Decd 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 edged it as the of BUTLER BUILDING CORPORATION party for the uses and purposes mentioned In this instrument. Dated: } ss BUTLER BUILDING CORP b1P6 1A/14--' 0,6_ ^qtr --- 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 S EATTLE 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 • 1` .7sTrgii.E01.11,-00.41:41418&46, , ,: li ,:^ ;,'!?) % COP eTAVE,,::.11 :: • r 11-16 .11.411:1.1■1■■•■■.1■11..1.11. DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A . . . •?!.., • ..,'?yt• .• , 1 • ' ' ry ' • R .nuTLER; UrLP1NQORPORATI SFATTLE WA 98t33 STATE OF WASHINGTON canc .nrn ,nnn in co. 5I - Tit( F. ,r ', P,u -ri 7i . ItY Y , x l SI mL P IS. ' -m t. V \ :x \ -- IJ ,t ' ! s, ... 7 ° • 1 I ♦ '1 / • = I � . r t `u �e i P2 i I I lY SF : II I, I ` a � s �, . ° !' ,a F _ IiN fit. c ^.- 1)97-0 Il. ALt I - CD,JC. tn„ AT)5 N' (2 tiEw R D Is/EwA NEV.' / PITCH. 24' DEEP w!TH 2:I SiCE. SLOPES. ± 5 DEPLEC77Jr1 @ JOINr (E u /SPt LO1) CO,.IrRAG7rR - o Cc E'PE DL'E OF E>s, UiLVERT' AN0 CREATE DI IrR \ D 1- I= EWP,I, 1 r ROO N RNI�EWAy COL.V ERT, (NO (;LEAN OJT C,UL` IP NLCES3, 1 � 8 " (MS. RI)/ I a' GATE VALVE(FL) p" AOAPrDR (FL. VALVE MARKER I (5" CAPPED END CONCRETE SKI C I S" BEND @ VALN 1 \ e0 25' 2o" 3tISU' DT os.(Ty E,fk Id PUBLac DRSIOEEO Epse.N\ (FOR R.OADSIDF DITtN) 5 (p" PVC '51 E yJ R STu SOR 35 - I o M/ FILE COPY o I undere'= d t::_i trio Plan Chec% tro f1 subject to arcs end omissions and c :. '_I of S- piano does not authorise ttti violation cf c o p adopted code or all*` IYoeipt of contractors copy of FIRE HYDRANT ES=- ES^BLV P.ER WATER DIST. TOE. TEE (m_3 Ln' GATE. VALVE(FLo 5LF Ia" D. I. CO NCRETE ELDCw,LJG u�sm FIRE NyGRRNT nOSEN\ELI PERwr,7ER DISr. SDE. TEE (tASv FL) Lc" GETT. VALNE(FLX M3) 5 LE- L°" P.L LOoC.RETE SLOCKI!vC- D I 106,0' 1 105.2 S. 138th ST. ESET. MwILEOx — KF_ r. PvmE SrrNO NNEC7 TO E-�ci sT ER Mp.IN To Ft CON Lp CH INSrpLI -_ (o g' C.Ae VALVE (PL 5 0 - sLEC G EL-OC -K1N[� t3ow oR T6._� NF1 KM. NUS. FL,. FT..) SECT. 14 &15, T. 23 N., R. 4 E., W. — FXIST. D1Tc -N PX151 3 PiFR M.H. 3o ifs, Io1 INV: 9S.s' J.0 ®D+l 3,4,c Exist cn "wET ER IOW O \ \\\\ 2"! - le" P/C F4 G DRS,.N DISGNf5R.OE InRO FxisT. 0I,Gt1 \rITH RIP Rfe PAD 55R t. / NO \n/n !C . K I tai S 12 F /XS Ep (-) T Date NORTH o 10 TO SC L.E: I" _ 20' BE1- iCHN\PRI5 In -NEST of SEWER rnPo HOLE # 3o e IniT R TIOeJ OF S. 135` Sr. 10 51 or AVE. 5. E. L.E.V. = 95.5` DhTUM: CI OF TUKWILA BENCHMARK These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissiorts which do not authorize viol tions of adopted standards or ordinances The rtsp . for the adequacy of the design rests to ly With the designer. Additions, deletions or revs ions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final ac ptance is subject to field inspection by the I - ,. ,,c Sloths utilities inspector. Date: By: 4c,6. 5/.7, 5 ,4115 4 5T5,€�.v, Pee at ho d./ `( SEPARATE PERMIT REE UIRED FOR: LJ'MECHANICAL \ t!9 t=LECTRICAL � G \ L� GASIPING TUKWILA G DIVISION I LA IsnN e- . LA � Eni5i. lPE _ GATG+ BASIN " TR015T RACK @ rniL 12 TO E\ciET'. 12" CULVERT WATER MAIn. (Txl5-ln E) . — EXIST SArJ. SEWER M.N. 29 RiNn'. 89.0' INV: 02.79' GIST, NE$E4 I KN: 52.9 (N6w B" , N W) SSE DETAIL) 40' LEGAL DESCRIPTION Those portions of Stephen Foster Donation Claim No. 38, Townshi 3 rth, Range 4 East, W.M., in King County, Washington, descr' d as fol .ws: . 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 -r 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 °10' east al.•,y said street 72.59 feet; thence north 22 °30' west . on stone wall 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 h'ngton; thence wes. 84.8 feet to the county roa noon as 1st Avenue; thence . thwesterly'aloeg easterly line o aid county road 252.24 feet• ce northerly 24.5 feet along said easterly ne of county road; ,,i thence east 243.26 feet, more or less, to section. line; thence south 270 feet along said section line to t'- point of ' .v:CEPT portion conveyed to King'County for road. AS BUILT Ls / Ito` 4 ) C NOTE : s, I 4, V Ex. ei'FVC IN VICINITY MAP CX!ST. M N. AIL WATER SERVICE CoNNEGTIONS SHALL- INCLUDE_ AhI INDIVIQUAI_ PRESS - REDUC --15 VALVE. DOWNSTREAM. ( HOUSE SIDE OF THE SE-RV I C.E PASTE-R. 11-1 E Ea. i J1 - 1 G PRESsoRE. IS 10c, PSI. CONE GT CITY CF TIIKWILA APE -T / /tD Ala 2 l 1997_ • L 1.4 EZEM4r AUG 05 TUKWILA PUBLIC INOhi,B RECEIVED CITY Or' TUKWILA PERMIT CENTER JAEGER ENGINEERING 9419 S. 204 P1 Kent, Wa. 08031 (206) 850 -0934 1 &H1 510E ENERGY AND GENTILATION :(CAS F(1RNAC?) •. HEATING SYSTEM TO BE FORCED AIR FURNACE OF_ EFFICIENCY. RAD FIRED. ALL GLAZING IS TO BE U. (..05 VINYL WINDOWS WITH VENTING. VENTLATION REQUIREMENTS ( WHOLE HOUSE EXHAUST FAN ) PI Sr F A \.0 '*?O��IT t, ^ .1�I . E NPP,E VEN1(?A?ROT S ALT, PA, 9.05:1 RA�•T••^ i- .25 INCHES WA.ER i,..ODE SPECIFIED :ABLE N0. 10.1 d - - _.? MIN. FLOW RATE IS 16 CFM AND THE ;uAX. IS CFM. USE MIN (.4 RND.DUCTT AND A' MAX. RUT: OF4* FT. KITCHEN FAN TO BE 100 CFM BATH ROOM FANS TO BE 50 CFM LALNBRi FANS TO BE 50 CFM PRESCRIPTIVE REQUIREMENTS GLAZING CEiLI;tG VAULTER CEILING WALL ABOVE GRADE WALL BELOW GRADE FLOOR OVER UNHEATED SPACE SLAB ON GRADE 211n H ) 424 roP PLAT AI o Lauyveijr xCe tnAi? 'TOP of WALL 107$ EXIT , 151 .a7 4x8P TS 8 -0x1.0 OHO T . 151.5o EXI�r (02 151 OPTION L,]G GLAZING /FLOOR AREA _15,0 0. (p�j U, 40 R- Se> R- R- R- R 10 CAMP RF iD) Lt dtic+:fa. 2x10 #2 F. IJT 2x10 "n - (i 1 0,1 FK-z• I w4: weiz i'S # r�Lr L r 510E ALE %¢I / ^�. 1 /el ` afr .161L 4 GLUE a 1141 5 % 4 - x14 1VF - V .1 7-74 2xGu�1(UI � I Co' Vv/f-11 INSJ T'TP r ,7AM SEcTiai.J r- . 4LE J4 u. 1 1 Q e lL srr ISI.c� •r , 7 / 4 NA L-I I Y2 ° PL (Wfr fNzVl<519 w/ i SRI Ja LI PD I cam, i � 2' 11�T. hU PP0 A , 15I t.lJ( 5f02• ALL r � 71 4o' M � CFKI2p-( dot Vitt( l.11.1 E21 laimagsni 4 o 1 u_ 3. • - @/ -L cal i O O _t o,,,, ' RS I&xl6xl2 C s N }- (� o m ,1 Nl I r I4 ° `,418 ° 4Iq(clte°�N' O � a. , � wse-;ms - '1 ?w- sr-10' I RA I/C- 0 4x12Gf HT* I 0 1 2 b O sg e• . � Q co ft.60*FORM D Forc 2 W' N/1 AM I .. Q/ mik ago _/ F A G = ai U K - 1 gl� e 4 wo , plem ItVAI -LS I � -II - r \ J / 8, 4 CO'0 C W / 5d r aLe� \? % vs � � / coaL. F2 coI 4- IO' 2ND rL c) PLAN 187.45,(12 a.aL� %4'.I cam, F Tc 4(40'.0" 4v'�II ITT fL.2C PLAN, SCALE %q II I' -rJ 11 _5V - 'S 1 NCTE5 I. C% ADT IIJ - rEAR°C3, I HJT5 °�EAL� w/ .u! 21. A LLB J, SMOKE GET- tr.1 El 5c1o� oN lJov.wl�Itilro atz� i4 'Pi a- , I J. i - • e I 3° . *� NET IZ` 4 MC->?T AS NAB R Pi EFFI' . SEo 504. '211 Iid7io t7 Try .taV6 R �. �>r MiReod H4vE 0X1 IJ f fQEj HOAT -7.;s -7.;srgv EIJ mor fJ7rs .Nr 1 - 8 .GLAZING U VALd c igEG PER JE,G O2 Im 10- U- V/AL1J� L-4 P WIN J - , W1:{ , I mp s.5. ; - _ or- I II 0�(JIN T )(1' � S Hc1L L t UL KEP 1 EQLEd t OIZWE,6MHERRf12t1'lrP, 14- WING. �Kfl11.1 t ti POCNIIoP !V/L.Va 14e o PEVIGf� n -lbiMr = WITHOUT ' fA -L :-- EFPot2T, OLAZ.II.I &ATIO FUiLD'NO rC;'TIO ro 0 SIY OF TI)FIVALA, (1 1 8F n. � _U �1J AUG 2 1 1997 ran} TC rti. J 1'5V - 1 808 �>= 1 2t7 ar of ' Ti' 267 1338 r 14 - Z . % JUL 0 B,1.. _ crzvamrr ae,811'El 1'URAL. NOTES 1. GENERAL CONTRACTOR AND .SUBCONTRACTORS SHALL -BE- RESPONSIBLE FOR VERIFYING ALL 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. 2. ALL CONSTRUCTION PER U.H.C., 1994 - EDITION. IN CITY OF SEATTLE USE 1994 S.E.C. AND 1994 WASHINGTON STATE ENERGY CODE. 3. ALL FOUNDATION PLATES OR SILLS SHALL BE PRESSURE TREATED DOUGLAS FIR ANDBOLTED TO THE FOUNDATION WITH 1/2 INCH -DIA. BY E - 10 INCH ANCHOR BOLTS (A307 A.B .)..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 HEAD EMBEDDED .A MINIMUM OF 7 INCH INTO THE CONCRETE. ALL WOOD IN CONTACT WITH EARTH OR CONCRETE, WHICH IS IN CONTACT WITH EARTH,. SHALL BE PRESSURE TREATED O.B.C. SEC. 2317.4). 4. ALL HORIZONTAL FRAMING LUMBER: SEE DRAWING S2: FOR LUMBER NOTES. 5. BRIDGING OR 2X,SOLID BLOCKING REQUIRED AT MID -SPAN WHERE JOIST SPANS ARE GREATER THAN 10 FEET. - - 6, CONTRACTOR TO SUBMIT ROOF TRUSS CALCULAT1'I�O�NS BE IW9UFACTURER PRIOR TO INSTALLATION. ROOF TRUSSES TO BEAR MANUFACTURER'S STAMP RN AN APPROVED PLANT AND HAVE QUALITR CONTROL STAMP ETC ON EACH TRCS$,. 7. CONCRETE COMPRESSION STRENGTH TO , REACH A MINIMUM Of 2400 PSI AT 28 DAYS. MINIMUM OF 5 1/2 SACKS OF CEMENT,PER CUBIC YARD.`- 8. FOUNDATION SIZES ARE BASED ON A MAXIMUM TOTAL LOAD SEARING SOIL PRESSURE OF 2000 PSF. ALL FOOTINGS SHALL BE PLACED ON LEVEL UNDISTURBED SOIL. 9. ATTIC VENTILATION PER U.B.C. SEC. 1505.3. "THE NET FREE VENTILATING AREA SHALL BE NOT LESS THAT 1/150 OF THE AREA O THE SPACE VENTILATED, EXCEPT THAT THE AREA MAY BE 1/300 , PROVIDED AT LEAST 50$ 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 SAVE OR CORNICE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY SAVE OR CORNICE VENTS." 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.H.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. • 16. 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 SHALL 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 SKYLIGHTS SHALL USE 7/32" FULLY TEMPERED. SAFETY GLAZING MOUNTED ON 4 INCH RIM ABOVE THE 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 SHAKES AND SHINGLES PER U.B.C. SEC'S, 1507, 31. FIRESTOPPING, DRAFTSTOPPING, AND FIREBLOCKING FIR U.B.C. SEC. 7T .2.1. (C), 32. METAL FIREPLACES SHALL HAVE GLASS DOORS AND BE INSTALLED PER U.S.C. SEC. 3707 AND U.M.C. SEC. 912 AND MANUFACTURERS SPECIFICATIONS. 33. SECURITY, IF APPLICABLE: A. EVERY EXIT DOOR SHALL BE OPENABL£ a0M THE INSIDE WITHOUT THE USE OF A KEY 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 OPENAELE - 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: SEE FLOOR PLANS FGR 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 R -19 A.5. FLOOR SLAB ON GRADE R -10 (2 INCH X 24 INCH RIGID INSULATION AT I A.6. FURNACE DUCT IN UNHEATED SPACES A.7. FOUNDATION WALLS; HEATED CRAWL SPACE R -8 R -19 To 12 INCH MINIMUM BELOW EXTERIOR FINISHED GRADE B. ALL GLAZING AND ALL SKYLIGHTS SHALL BE DOUBLE GLAZED, U -VALUE 0.6E MAXIMUM, AND WITH THERMAL BREAK. IF GAS FURNACE":USED. C. EXTERIOR DOORS SHALL BE WEATHERSTRIPPED AT HEAD AND JAMBS. D. EXTERIOR JOINTS AROUND WINDdAS AND DOORS FRAMES SHALL BE CAULEED, WEATHER- STRIPPED, OR GASKETTED. 36. STRUCTURAL NOTES: (IN SEATTLE, ALL DESIGN LOADS PER S.B.C. CH. llkglc 25 - PSF 40 80 BEN 2040 PSF 35 PCF A. SNOW LOAD B. FLOOR LIVE LOAD C. WIND LOAD, EXP. B, WIND SPEED D. ALLOWABLE SOIL BEARING (TO BE FIELD VERIFIED) E. RETAINED SOIL ACTIVE PRESSURE; F.FP F. SEISMIC LOADS BASED ON 118C ZONE 3 G. REINFORCING STEEL, A615 GR40 H. CONCRETE, PORTLAND CEMENT 5 1/3 SK /CY MIN Fs= 20,000 PSI F'c =2,500 PSI • II = 'VZI 10','dk,p, Cpt-O'xi. 2, E,vv. ,EE Ptah � 2XCvh2LE tt ihtl w /' zi' X10"4. 4 '2» M OR �iLR[o 5 F -iki.c S ane I 1 ( - SLAC7 3/4 C9. ),OR)P , zGftEEG' �Ycv�Ir PLaT� 2N12PLR,� lOIIJ6Ow 17J_ v i' r( CITY Or 00000 LA APPROVED AUG 2 1 1997 AS NOIED OUI_el-._, ch o1:o 1jr dG. VV / - 1' IS -' 12.-10-'16 / ®Gol'1121Co)'r x y4„' a' 4 I ,114 i GAS, C61---Pr 1G, I'-0" `J tx- 1, 3" E�fru1.112AT'i COIJG . F e fcs I IET F V4lf yl , 4 r- I 2SCOGTU1,5f: /2 ° PL'iW IJNDG)Z GolDlt.l(D A.G.VEWY 2 - coJT- Tot 4 t22TT . 9 WD. P.Q9M ivgS ♦�I,• ) 24 ca.T I STO CRAWL- PET, c N G RE T IHE.4/ 4vb, !s! s � u vzil<No + 1,011, 4 . `t .p',„ Per PefV. PTW i'GL R �oP�R - v✓CsT H=:IZ X 4J r 10 2X4 gTU ta5 A'F 2E4�LE P,T T Pe r T 2 4G 1,1T lc MIL VCR2R;3 yyy py{iRIEf� — SIMf�✓ I Je,25 w /4 -NiO to oldI■ILL ego 10 •ai-vr PLR. rel.-/ -.1-1 ro KEEP wa L.. Re- DrRa,,� -rJ i wHSR>r s1R Y�f pR� f 1. 1 To v✓O LL, LIr 21Ix P.IaCi6,,, ,GRor-ae 4 vcT• SPk.Erj PLYAJ , +L iN v To. JsT; UE 8,4 (DU LYi. FEf�F, pRb-I N TILE ee Psn II I rN V. fl ✓ r q. MAX. V`\'A 2PCJ' 04) URLA. • 2x4 !;J I(p'w! /P. 1' sP,GE 2W CO PT, 4i11P ILL. 4co 2. 4 4 (;a},.1 4 "GDIJG. 2 "x PLC �T, SEE PoU NJb.TION P6�� T. i 1p.SU PJ PLR 2 -QF4EW, 01,1C, PI ER 4/A !! 1 ., ;0 0 1 fz.O P it - ,3E." X2 w /MP E AMP a1UH c^'rr =,,,,- -,, Y / I 2- 2><G DI{Z(T? " , gl..A•eS /"vl:_;, , ..2' -o'GL. w/ -- , ;,_r1- 3 -2 ° D ItJL'E F J`.! 1 : 1 PII - Ea fn.C.. - R P�S'CO.OVER / 4 T GDJJT�L, L.00 RS, P7� ■ aP Fi,are ! ( F LOIrs e, 5.. O mac .5..i7 WALL'' I 1 8' rtbx cRUT7� N , — ND, IIDtN L OVEN 1 /2 YW2. - r-,1211-X OVER 5 P r I DYER , LH�E oFwaL� ,T WH GANt L • I o &GLJRS, cOoP• Ir 21J(2 PLR, 2 "x RIM aR fJLK', I,1 TOP fe � Vn, I N aV✓R /2''' PLYWa• -- IDINCo oveRR 115 #F�Lr�— v5/ � -TO OP3J 24I raP J E 2 c:ON ARO PER,0A -T.? i( JR p2AKRIER t�lli /2. Fir. �HTcr. 2 5O' WA L I—(A2 A,6' GizIVEWM' f Ai'. e 2C< iO EXteIJ P' IV Mic,h1D fV. -0wIJ It.VLJ R P. Loo J H I Nr> 0 ''(ION 2 GAJrTW M,1„1. V 6LEb4 PI_AN KT M2.5 140f4RIC.44 .112A?1.o 2 -LXC! � 41,o y 21IX�� r 1O8 / R Yw1 �1 � JOJA S UE �\ R. H1CD, �:• CAJtLQP, 2 2,Rce COW' 1 � /Z caw-6 spat c tkaJ 10 =0 - 2x� �_{�P�V!rJ I JLtYrIOJ GC J V F.KEC., OVEN IJ 1.! HOo4 ?e 12 o'1 40 4 V 15''01.' - 111° bLL FjtEl�t W64 -ii _. �x� r�T. MLG"✓IVL - 12" c ,, GER.NER 5Ff1; r , " EM? I N r 4' cc ,P, 2.4 THE ..'j 1 I /z'4 A , 2aF Go'AM P 4M J D PJ ffLP.PLA.1 L 2? ' s? i - Z kG� E pp - O C. � T. o,W .ALUM w/8 • 2' PJ P.CO.G✓ iOP prate WALL- f 1524a, I I ,'j V'S PLYvV12 . 11F: ) - fO 1R N w i�E 5• ateaJl,�fCr�I. yir�ETE(Z �ILr T IN 2 . f � HO T -r , U I"P tr{7 )!.• f ; Y . - • Si -S." WALL / /65 .- Lu CONNECTION NAILING+ I. Mist to sill or girder. Iocnall 3 -8d 2. Bridging tojoist, toenail each end 2 -81 3. I"x 6' (25 mm x 152 mm) T or less to each joist• face nail 2 -8d 4. Wider than l "x 6" (25 ran x I52 ) subfloomo each joist. f cc nail ; ;:d 5. r (51 nun) subBoor to joist or girder, blind and face nail - 2-16d 6. S le l l to to joist t blocking, typical Lau imil I(1 tit I( (46( )',.c. Sole pints to joist or blocking, kung, m braced wall panels 3-16i1 per lG (406 nil) 7,' Top plate t t d end nail 2164 8. Stud to sole plate 4-8d, thenail or 2 -h6d, end nail 9. Double studs. face nail 161 at 14- ((10 mod o c. N. Doubled lop plates, typical face nail I6d at I ( (40( a) o.e. Double top plates, lap splice 8 I6d I I. Blocking between joists or milers l : top plate, toenail ygd 12. Rim joist to top plate, N,cllail Bd al Cr (152 mini n.c. 13. Top plates. Ixps ;cod intersections, face nail 2-16d 14. Continuous header two pieces !6d at '16 (406 nun) u.c along each edge 15 Ceding joists m plate, N+enail -3 -16.1 16. Continuous header to soil, trench 4 -8d 17 Ceding joists, laps over panilinns, Bee nail 3 -16d.. 18. Ceiling joists to parallel rafters. (ace nail 3 -I6d 19. Rafter to plate, toenail 3 -Sd 20. 1 (25 mm) hence to each stud and plait, face mail 2 -8d 21 I x8"(25nn0x 203 min) sheathing or less to each bearing, face mill 2-8d 22. Wider than r x r (25 nth x 203 Iran) sheathing to each hearing. face nail i Ad 23 Buibup comer suds 16d at 24 (FIN on 0ii.c. 24. Built-up girder and Imams 20d at 3T" (813 nun) o.c. at top and bottom and staggered 2-21k1 at ends and at each splice 25 r (51 gl),phuaks 2 1(d at eath bearing CONNECTION NARJNGI b Wood struclural panels auJ pan cleboard Sobfloor, not and wall sheathing (to framing), (1 inch - 25.41nm) 1' and less 6d3 19 /J2 ' 8d Or 6d - x I' SO Ills" 1 /4 1(k14 or 8d C n:bi stn mbnier uoderlaynem uo fl:i nig). (I inch = 25.4 nun) S 4" and less 8d5 ' /R I Ids 1 I /e "-i I /4" 10,1 or 8d 27. Panel siding Bo framing): '/S (13 mm) or less fxj4 5 /a"(16imn) CITY OF TUKWILA gd 6 28. Fiberboard sheathing,' 1 /2" (1 3 min) Nu. 11 gall AUG 2 1 1997 6d No 16 9 ' (20 mm) AS 'j .I) N. l l gx 8d N. I6ga Et.,... ". i .(, ,1`.17! 111II 29. Interior pa cling 4Jin THE GENERAL NOTES ARE SUPPLEMENTARY AND NOT INTENDED TO SUPERCEDE THE DRAWINGS. SN 1TWF. EVENT OF A CONTRADICTION BF_TW EEN THE ACTUAL SITE CONDITIONS AND THE 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: BUILDING ALL WORK SHALL CONFORM TO THE SEATTLE CODE (SRC), (THE UNIFORM BUILDING CODE. 1.674 ED., WITH SEATTLE D AMENDMENTS.) THE FOLLOWING STANDARDS SHALL ALSO BE USE AMERICAN CONCRETE INSTITUTE (ACS SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACT 301). ACI MANUAL OF STANDARD PRACTICE FOR DETAIJNG REM CONCRETE STRUU72 CTF_S(AC/ 315, REVISED). ACI BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACT 318). DESIGN LIVE LOADS: RCAF 25 PST FLOOR 40 EARTH PRESSURE: RETAINED DART!: ACTIVE (EQUIVALENT FLUID) PRESSURE30 PCF PASSIVE PRESSSURE 100 WIND LOAD: P=Ce Cq Qs 1 80 MPH WIND ZONE. 21.32 Cs PST. EARTHQUAKE: V= ZICW/Rw. U.B.0 ZONE 3. URI IT FRAME (WOOD) SHEAR WALL SYSTEM. Rw =8 HE (PLYWOOD SHEATHING) OR 6 (OTRMATL). V= 0.1 W OR 0.14W, RESPECTIVELY. FOUNDATIONS: ASSUMED ALLOWABLE SOIL BEARING PRESSURE 2000 PSF. NOTIFY THE ENGINEER JF QUESTIONABLE MATERIAL IS ENCOUNTERED. FOOTINGS SHALL DEAR UPON FIRM, UNDISTURBED NATURAL SOIL A MINIMUM OF 18 INCHES BELOW ADJACENT GRADE. CENTER M: FOOTINGS BEATII COLUMNS AND WAILS UNLESS SPECIFICALLY DD.L°NSIONED OTHERWISE, CONCRETE: SPECIAL INSPECTION NOT REQUIRED, COMPLY WITH SOC SEC 1701 5.1. - EXCEPTIONS.. RESIGN BASED UPON 1,2500 PSI. ALL CONCRETE SI(ALL HAVE PORTLAND CEMENT. HARD ROCK T,' AGGREGATES. AND BE PROPORTIONED FOR STRENGTH, DURADILI AND REDUCED SHRINKAGE TEL CONCRETE SHALL HAVE A WATER REDUCING ADMIXTURE ADDED DI ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. MIN. STRENGTH fc = 2500 PSI fc = 1500 REINFORCEMENT: DESIGN BASED UPON Fs- 20.000 PSI. E REINFORCING STEEL: ASTM A615, GRADES 40 AND 60, WHERE NOTED. WELDED WIRE FABRIC 7E ASTM A185. PROVIDE 7 FOLLOWING COVER POR RBINFORCEA.ENT UNLESS SHOWN OTHERWISE ON THE DRAWINGS: D91ous REQUIRED STUDS,-_ HOLD-DOWN. S_E SCHEDULE DAP STUD OR BOLT HEADS �� ADD REBAR. AB DIAM. HOOK INTO FOOTING. IF AB IS SHORT CONCRETE FOOTING. SEE PLANS' DECK STAIRS MIN. CEMENT 5 1/2 suer 4 I2 L 4.LN ERA NOTES 40 PSF 40 MAX. WATER 6.0 GAL/SK 6.0 USE ALL EXCEPT NON- STRUCT - fYP, f✓IIN. OOH-i 15 j I It SILL ANCHOR' BOLTS 2 - . THEN EQUAL SPCS - CONCRETE WALL. REINF NOT SHOWN FOR CLARITY 3 Nl 2 -0 HOLD -DOWN a. CORNER DETAIL 3/4 =I' -O .UMBER: Ea ACCORDANCE WITH SBC. TABLE 23 -A -1. ASTENERS: STRUCTURAL PLYWOOD R 2- ROOF SHEATHING SHALL BE APR STD 1 CD, PLUGGED, INT. DOUGLAS FIR WITH EXFER!OR GLUE, UNLESS NOTED OTHERWISE ON THE DRAWINGS. SIZE CLASS SLF (PLATES) OF (STUDS) IHP (FOISTS) IID Je/P (4X ADERS/BEAMS) 1342S (6X HEADERS/BEAMS) SLF (4X POSTS) PELT (5X & >) GLB (SIMPLE BM, CONT. BM, ALL AITC CERTIFIED) FL R. 5E� FLT Tr:* ?JLKRT 9 RI tJcoeS5 MID rRP! H T WM-L- AI-00W �TRINCoeI�y L-105 ota 6& PET 2 ark 12 3-2,4. 5TfZINCGERS y/ 1 'i ?"- 4'&o -J& . 0q 2 # 4 - lop X1 0 ^I SPECIE GRADE STRESS DF HF HIF DF DF DF DF DF DF CONCRETE DEPOSITED AGAINST EARTH 3' CONCRETE EXPOSED T O EARTH O RW E A T H E R I I2 CONCRETE NOT EXPOSED TO EARTH OR WEATHER 314' LAP REINFORCING 36 DIAMETERS. MWR IUM 16 INCHES AT SPLICES AND WALL CORNERS AND INTERSECTIONS UNLESS SHOWN OTHERWISE ON TIE DRAWINGS. MINIMUM 245 BARS AROUND MI ALL WINDOW AND DOOR OPENINGS, EXTEND NIMUM 24 INCHES BEYOND CORNERS. ADD 44 X 2' O DIAGONAL BAR AT CORNERS OF ALL OPENINGS. . -... S H 1,6 . _ .... Fa .. AI R �Lx4 KIC F4/ �/ H 11= , 2 UIJD.R5IAl2 NO.2 STUD NO. 2 NO- 2 NO.I NO 2 NO. 1 24F -V3 24F -V8 was - ASTM A307 WH WASHER AT WOOD BEARING ED WIRE NAILS - COMMON WE NAIS (NAILING IN ACCORDANCE WITH SEC TABLE 2¢I -Q : CONNECTORS - SIMPSON STRONG -TIE OR EQUAL (FILL ALL HOLES W/NAILS OR BOLTS PER MFR'S RECOMMENDATIONS) PREFABRICATED MATERIALS: PREFABRICATED MATERIALS SHALL BE OBTAINED FROM AN APPROVED FABRICATOR WHO SHALL SUBMIT SHOP DRAWINGS AND SPECIFICATION_ '0 THE BUILDING DEPARTMENT AND ENGINEER FOR APPROVAL PRIOR TO FABRICATION. NOTIFY THE CONTRACTOR SHALL NOT THE BUILDING DEPARTMENT WHEN FABRICATED ITEMS HAVE ARRIVED ON THE JOB SITE. PRIOR TO ON. Pt . t w J- QAJ TotSY 11.4:1" 11.4:1" 2,44 c S) R G-' 211. SHEAR TKA, TER 2.1P SFz'' TO O I ST S TORY '/VA1•i_. orz,6vAL- RET1IRN %N� To V•/4LL I I E. H � HA i2RIL S\A/A1, Na JCaE R !OA KKS-WI 2A1: FIRE P�- - :RIrJCo R- I O I! LI /4, S . fin , , , ICv° GAA. SLr6\IJ HO 6 C E BAWL- Fb = 875 PSI (S) Fb= 675 Fb= 850 Fb= 875 Fb =1350 Fa =1300 Fa = 1000 Fb =2400 Fb = 2400 HIV I o IFl Fi E b k/6Ll» -5 14. 1 r( Iti Elm r IO n r� I3 ILL, I`+' -f`AJ� �I -log ( oroc 4E- l R1ra JOI`�( r� mat L- I {b7" r r. rrze l , f t e - 1 C L G51e4 L I F -H GV ARK///f I,( • t. t+- tb� U0WIT NLH?f of Wu., " l jIA,I•'I E,'iH?2 will.] Leif .14409.-r. 5 - 1" - 6 INCH LATERAL RESTRAINT PANEL 4%10 (- - 1.1p.nEK mil• 5 7 ° :( ..' �. th4 PER vioLl C)0- . '.J III 7 / i Z . v4 °0 ,I Wate.4 4k_44. 4 -fo fop i(; s - 1 i Z '(o' 16 4.4L s5-IF11RiRt 'fo 4 D ' tIAL fD Ed• �(G ° oG I1c� AP° RA/fWE "4E-k irIR - lei R/6 1 ' F I4. fl, Z,{/a E I Nate 6.4 < n e e .jq {.ld - trnA-I woov / GmH -�. a -IIHl. cd�uff 5j ;hct2 (E•6. H'-'�`,a -I (RE s. 5 aR • ) L °x ri t.,s, 14.4L s+I jur 4e I ?Lilo , PPI N v�E do I-r - AL I.. _ 2xCo GOrsi n 1161 2 'FIN1 71> i4 iJki!. 21 ; EL7CA )K J �_ c.1.2"06, "(OP ) Z - ►�1 2, FLT - 2x4 o JT 2 1i < P!M.<ONr 2X(O ° GGGK ,)IJm 4 PAR , • TOP 7EGKIIJC, ) "MIN. R [-/W MOu - ft-RI l(' 2x4 2,,CP ,M l i gpGolJC, JT' / 5- 5-) Ma P Ep • .x.! 7 -gin r� 4i44 2 C9i [WREST 1NED WALL ( G 9 P u�J�aTIOIJO�' SI�YN�1� N tog.R Ee PLO fJ jls t l< � ! � I► iI 2• J I HI 1 1 1 STOR.Y 0(= 2 STOF`( . I STO ?T Q L TER A T I- bg,CCn �/AL� PAI LS >, AtVU - P % VY T - I <OI GLA�jut c5 OO WT - f , , :- i. , - Lo DEC <N LID EE M S , 4, 1 l, 0 52 - /,I'H DO Wi) tiL 644,--3 ' Max . ‘3P4 24 i1 ''- p,, t!0.1 L( CDIi f 'i -- , '(R1 L 00 UR O\ 2,44 G I CFI" _ - -, -' _ II.'J VV F L: F11(1-1 J Rte PoUra..E a 6Zc0. Most lJ - - 2x4 4 fZiM �- �i.%CA r YNPO JE,�I'IOWI 1 OFT 6L, T ROc 11 3 (_ gw: isz I / -" ,wo. ,las Occe `� f +40G�p c101�S frfo Pa /kI P,�xblLrLaFT GA('ACHr"t' RO D /gu --- ✓•'/2 R:E PAIJEL �6 POr-i(50 GONT, 7dOP.. TI4OIJ 2- 4 4T �r� TABLE 234-IN-NAILING SCHEDULE Vz -rub, - OHS �✓I • 84 I-J F iLG,j � COI, (o H 2� HO P WJ Gaapp til, IS'RuFLIrT tist. `51" 24 "ro i= S ",1)) - V2 %4 RTI LJ T� common or hoe nails nw y be use i , 44 1 iere ot icrwisc .tied Nails spaced at 6 inches (152 mint on center at edges. 12 inches (305 nnn).t intermediate swoons 116 incites (152 mini of all supports where spans 48 inches 11211 nth l or lone For nailing of wool stomuml p I and panicleboard diaphragms and shear walls. refer to Section 2314; Nails for wall sheathing may be co. xi, tau or sing. 5 Commoh or deformed shank. 'Common. 'Deformed shank. . siding or casiog nails cc:oh::: I g to the : q:I:.enhenu of Section 2325.1. 'F tenet N I3incles(76 nun) on miler at exterior edges and 6 mches(152 nun) . on coder. intcnncihate Mn .Corrosimthe . T u nofn5 nails w /I1, ancb d,mm•Ier (I I nun) head and 1 - inch (38 )'length tin 1 !2 inch, ,(13 nin0dteathingand I /a inch(44mn, 1length for 2, /,,inch (20 man) sheathing conformingto the requirements of Sect or232s.1 9C r :I,AI )I 11 nlin:d'(II- In:I111I ) na II /x I (29 )I II I r I (.13 1) eadsmg !!) / I (5( n)I lhf ) 5 !1 el (20 )Usle U 6 f );1 il F ry r t f5 anion 2325.1x . IoP I suPpints ai I( inches (406111110 120 niches (518 min) if strength axis in II I g din:than of the' e1 mile. otherwise m. kc I I Ca.sing tar Finish I ) e!1(6 inch. (152 min, on panel 1 /A 12 inclMs (305 U at 1p(w mediatmsupporis. ' supports m 24 inches (610 mm). axing or finish nails sdiaccd 6 inches (152 a n)oa pixel edges 12 nNrc, ,. (305 mm) t n(cnl>ed(Dgpp,,o •. 01 J N co- JRT PLAT � ad L96-0054 TY OF TUKWILA iNO COUNTY. WASHINGTON APPROV, _S: CITY OF TUKWILA: end II-deaf of w ear. City of Tul -cwiIo ?.4,/.` We /tk1..7i.e 4 0lot L_ dey 1 Is fz WASHINGTON { Sr‘otiaiK; DECLARATION: MEN BY TI-ESE PRESENTS THAT WE TIE LNEERSENED. C..ER1S1 �I E ANJ/CR CONTRACT PLR CHASERS CF TFE LAND FEREN D0 HEREBY MAKE A SHORT SLBOIVISICN TFERECF PLRSUANT TO BB AND ACKN( iEDGE THAT SAID SEEIVISICN SHALL NOT BE ]P/ICED IN ANY MANER WITHIN A PERICO CF FIVE YEARS. FROM ECORD. WII} cur TFE FLING CF A F]hAL FLAT. TFE LNIERSIGNED ECLARE THIS SHORT PLAT TO BE A GRAPHIC REPRESENfAT ICN -CRT SLEET ION AN) TIE SAKE IS MACE H H FREE CCNISEiVI S d]ANCE WITH TFE CESIRE CF WE CWERLS. IN WITRESS I^tEREOF WE SET O R HMES AND SEALS. Jr - r i NAME ID..., a IA. L #164 AY PERSONALLY APPEARED EEFCRE NE a\IvC& S. W�..41.w 3+J TO EE TFE INDIVIDUAL DID ]N MD *D EXECUTED TI-E D FOREGOING INE TRLPENT AN7 ACKNIaLECEE THAT . AS S FREE AND VCLIMARY ACT AND LEBA FCR 1) PLFFOSES TTEREIN NENTIC EII ER MY HAD AND OFFICIAL_ THIS DAY CF TFE STATE CF NE T CLR HANDS AND SEALS NAME NAME NAPE latcrl iDA Plarrurg Scale 1=5CIFf BASIS OF BEARINGS -DEED FIELD TRAVERSE TOPCON GTS-48 I. N- k� ' 46' 1S 14 ZJ W1/4 SEC 14 -23-4 ® COCMON F13 12_ \81 LOT 3 14172 SOFT a oSCOLZ ,v4zP. Kir-a qty • ' 19 5 Ao.oLrrL Nksnber- o 67° o o- 0 a J f - , / / / L 2J a'f U : U a° oil l LOT 4 2663 SOFT KING COUNTY DEPARTMENT OF ASSESSMENT Ex pr Scanned ord op-eyed this ` d s of ) u 11 19 ? 7 l// 12 : EIS \ � / BRA SSIE / -- " 7T1` -m I TNF EX CCR S L55 E 024' EH LEGEND 0 SET REBAR/1D. cPP Dep-rty C y Aeseezer- 4 cat MEN ® EX E R/IfCPP LS 10702 FROM SLRVEY RECORDED IN ECLK 63. PACE 24. SENSITNE AREA EASEMENT ANY PROPOSAL FOR LAID ALTERATION OF PERMENENT CONSTRUCTION ON AREAS WITH GREATER THAN 20/. SLOPES WILL RECLDRE ADDITIONAL L1 I Y ANALYSIS AND COMPLIANCE WITH TI-E SAC). EX CCR S 253' E LBB kLLL -<U1iNh INU. =1 07 off' T9(5 SCALE: 1 Inch = 50 FL. PORTION OF NW 1/4 OF SW LOT S TI PORTIONS OF STEFFEN NORTH. RANGE 4 EAST. Nil.. IN KING C FOLLOWS COMMENCING AT TFE QUARTER OCR NE NORTH RANGE 4 EAST. WM.. IN KING C TFE LINE BETWEEN SECTIONS 14 ANC POINT OF BEGINNING: TFE''rCE CONTIN. NICRTH BCJ'UARY LUNE Cr FOSTER S F F I; Ti - ENCE N4TS3E ALONG SAID SAID S I HEE 1 72.59 F tt. I: TI - EM CEE N2 THENCE S71'5314 144.6 F EE I TO TFE F POINT IN TFE SECTION LINE 561 FEE= SECTIONS 14 AND 15. TOWNSHIP 23 NC WASHINGTON TI-ENEE WEST 1845 FEE THENCE NORTHWES I EFZLY ALONG EAC THENCE NORTHERLY 245 F t1= I ALON EAST 24326 I- EE I . MCA OR LESS. TI ALONG SAID SECTION LIFE TO TI-E P EXCEPT PORTION CONVEYED TO KIND EXCEPT THE NCRTFERLY 113729 FEE LOT 2: THE SOLM- RLY 62.40 F EE I C TFE EAST LINE CF TFE FOLLOWING C JrTEF± N1 Fug I hR L NTICNI CLAIM Ni Wit IN KING COUNTY. WASHINGTON. OF COMMENCING AT TI-E QUARTER CONE NORTH. RANGE 4 EAST. Wit IN KING C TFE LINE BET: qIEEN SECTIONS 14 ANC POINT OF BEGII'N'JIN G: TFEI\CE C ONTIN TFE NORTH BOUNDARY LINE OF FOST 126 FEE I; TF-ENCE N4763 F. ALONG Si ALON) SAID S I ICE 1 7259 FEE I: THE I- h f: TFETCE S71'53'W 144.6 F I TC A POINT IN THE SECTION LINE 661 FE SECTIONS 14 AND 15. TOWNS 23 NC WASFONGTON TEE1'CE WEST 1848 FED THENCE NORTI-PES I EI-.Y ALONG EA- TF NORTHERLY 245 FEET ALCM\ EAST 243.26 I- EE I. NEE OR LESSS. T ALONG SAID SECTION LINE TO THE F EXCEPT PORTION CONVEYED TO KING LOT 3: TI SOUTHERLY 63E0 FEET I ALONG TI-E EAST LINE OF THE POLL STEPFEN. FOSTER DONATION CLAIM N Wit IN KING. COtNTY. Ma-UNCTION. DE COVENCING AT TI-E QUARTER DORM NORTH. RANGE 4 EAST. We-t. TN KING C TFE LINE E EZhEEN SECTIONS 14 ANC MINT OF EEGINNIM THENCE Cain' NORTH BOUNDARY LINE OF FOSTER r: a A if 7 / / // s r IMPERVIOUS SURFACES HOUSE & EAVES = 139 S.F. DRIVEWAY & WALKS = 686 S.F. TOTAL = 2078 S.F. pCJ1 \ , • k \ y \ \ t 8g' y 20 ‘ 74 35" 4 N »uJ I" OOI tC, t Ry. SP{Z1S KLFZ. cRo L X 15 r l P4 j Mti'f,R • LOT COVERAGE LOT AREA = 12967 S.F. HOUSE & DECKS = 1/96 S.F. COVERAGE 1 196//286 7 = D q7- A hi (X NoR ZAVALES DESIGN ASSOCIATES LOT `u kv4 I1t, S,? Lq' - oc54 *CY� 3°O'OZ B.U.TLER - BLD'G CORP. — ADDRESS: 12055 PALATINE RVd tvA 9S133 ?"1 PynNE.` 36 7'-1!4 . MILT ZAVALES 1243 N.E. 152nd Street Suite B Seattle. WA 98155 362 -2992 LEGAL uEutdIPT(ON SITE PLAN RECEIVED AP TUKWILA WI SCALE i' PERMIT C,EN7ER 13C3L-I- s- L44;9. LA63--00- QeRim 147 & LL ) UJ L,£e (/ RECORD DRN! 1'Hr D 9' . 1 - 0 n 6 J (� r es•zs' ? © �� -1t-