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HomeMy WebLinkAboutPermit D97-0027 - NGUYEN AND TRAN RESIDENCE - NEW SINGLE FAMILY RESIDENCECity of Tukwila 1 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: 004200 -0361 Address: 15120 42 AV S Suite No: Location: Category: NSFR Type: DEVPERM Zoning: LDR Const Type: V -N Gas /Elec.: GAS Units: 001 Setbacks: North: Water: UNKNOWN Wetlands: Contractor License No: GEMHOI *061N5 OCCUPANT OWNER CONTRACTOR CONTACT Print Name: "441c 't s i?vb DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. .0 South: Sewer: Slopes: Permit No: Status: Issued: Expires: Occupancy: DWELLING UBC: 1994 Fire Protection: East: .0 West: .0 Streams: NGUYEN CHI 15120 42 AV S, TUKWILA, WA NGUYEN CHI & TRAN KIM 15126 42 AV S, TUKWILA, WA 98188 GEM HOMES INC. 15232 SE 364TH, AUBURN, WA 98092 WAYNE ROBERTS 15232:SE 364TH, AUBURN, WA 9809 k**************************************************** * ** * * *** * *** *** ** ** * * ** * * * * * * ** Permit Description: CONSTRUCT .NEW 1803 S.F. SINGLE FAMILY RESIDENCE WITH 440 S.F. GARAGE. k**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 136,132.39 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: Land Altering: N Cut: 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: ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 1,823.71 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature: ' Q .J. S.5 Phone: 206 833 -1655 Phone 206 833 -1655 End Time: Fill: (206) 431-3670 D97 -0027 ISSUED 03/13/1997 09/09/1997 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 performai9e of work. I am authorized to sign for and obtain this development per it. Signature : _,( G 7GG S.Z `[ �'� Date: 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. Project Namelrenant: NG0�._n,clit Lot V alue f Construction: �3� I3,39 Tax Parcel Number: — 3 ov�aoo / Site Address: J ty /Zip: I�il /- � z l —Ave % Property Owner , / /11)0 /1/4 ft A /UM TX 9AJ Z€( 5.5 • Street Address: City State /Zip: / 5 /52. 65 VI mow- 5 b. t tt` Y/9' 7� Fax #: For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling Contact Person: /A ,4 y fZl�4�/LTS - (gon iva��{ � Phone: 4 _ X 33 ---/655- Street Address: City State /Zip: /5232, S/�' 3b `-�- �Ubor,i wit, q$o fz_ Fax #: 04 4- S33 - /4'S5 Contractor: ��i1? tit: /Es, .Z c-- Phone: 264 • S3 -1h. sS Street Address: City State /Zip: /j2 3L 5 3d — ' ubven it gte?2 Fax #: � ` r35..../z) SS Architect: G /v.T" g /U Phone: �1 z "" 2 ,co Street Address: � - City State /Zip: 5 Fax #: 2 14,_ p2 fed Engineer: _ / 624,-14 l� s Phone: 055 Street Address: / In 6 / ev 1 , aii.eie 1 4, /i C¢y aike .Vb7 Fax #: Type of work: TO 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 Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck rj; (initials) Proposed New Square Footage: /S1 sq. ft. Dwelling sq. ft. Covered Deck(s) '`id sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) a/7 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. Date application accepted: Date application expires: Application to rj; (initials) Single - Family Residential Permit Application ❑ Channelization /Striping 0 Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public 0 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 reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. SFPE /ZM1T.DOC 7/5/96 CITY OF n'1KWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 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) BUILDING OWNE AUTHORI A NT: Signature: ,/ I Date: c,2_ 3-9" -7 Print name: A) /9/it/rE 44 72 ,061z/24 -5 Phone: 4 533 -4.sS Fax #: -c--' Address: /5 �� 4 4— City /State /Zip TG kt7arh, Gv k. 9g og i 2 , 7i ALL SINGLE - FAMILY RESIDENT/ ' PERMIT APPLICATIONS MUST BE BMITTED WITH THE FOLLOWING: • DRAWINGS PREPARED BY S. .fEGISTERED ARCHITECT OR PRO/ _SSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUWITED ❑ U Complete Legal Description Certificate of water /fire flow availability (Form H-118). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ Cr 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) Cl El Four (4) sets of site plans to include: 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). Working Drawings (4 eH) ❑ ❑ Foundation plan and details El El Floor plan ❑ ❑ Roof plan Cl ❑ Building elevations (all views) ❑ ❑ Building height ❑ ❑ Building cross - section ❑ ❑ Structural framing plans and details necessary to completely describe construction ❑ El Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Forms H -15 & H -16 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. El ❑ Copy of Washington Slate Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPERMIT.DOC 7/5/96 sosea**,..100.004 . „ . , , • . . A qdite: .Tenant: Type DEVPERM 120: 42 AV S • '••-,•• ••• CITY OF TUKWILA Permit No: D97-0027 \\, Status ISSUED Applied: 02/03/1997 Parcer#: 004200-0361 Issued: 03/13/1997 . Perini t Conditions • • • , 1 . . No •changes • Wi 1 l be made to the plans unless approved by the ;Architect or Engineer and the TuI'wila Building 2,. plumbing permits .hall ..be:::obtained.:.through the Seattle-King • • County Department ot Public Heal th. Plumbing will be , inspected by that:-..agenCy including al 1 gas ''piping . (296-4722) Electrical permits ,.:shalli; be Obtained through the Washington State ,Diyislon of: Industries and al l..eleCtrical: • : work will tnspec,ted by that agency (248-6630) , .1 4 All mechanical Work shall be under separate permit "issiied., by ' the City of Tukwila .„ 5. 1A1 All perml,ts, inspection ...records, and approved plaii,s• f , . available the , ,job site prior to the start of any con- struction documents - 01,17e, to be 'maintained and . ava il-, able;''Unti"1"' inal inspection Oproval is granted. 6 Anyi:eXpdSed '::insulations' backing material shal I have a Flame . Spread Rating of 25 or less and materiel, shall bear identi- fication showing the f ire'-,performance rating thereof . .• 7... Al l to be done *. in conformance with approved. • plans and 'requirement! , of the Uniform Buil ding Code :.(1994 Edition) as amended, .LinifOrM cal 'Code (1994 Edition) and Washington State ,.Energy Code (1994 Edition). ' ••,' 8. Notify the -City of 'Tukwila Building Division prior to placing'c]any•;:c6ncrete. This procedure` is in addition to any requirements for special Inspection 9. All wood to remain in placed toncrete 1 I be treated 10. FIREPLACE 'INSTALLATION: REFER NOTES TO 'APPROVED PLAN. 11. There'..shall be no occupancy of the building(;) until the final 'inspection has been completed by the Tukwila Building Inspector., 12. Val idity :of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be •a. for, or an approval of, any violation of any of the 'provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to Violate or cancel the provisions of this code shall be valid, ' . • - • 13. Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off- site or into existing storm drainage facilities. 14. The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 15. THERE SHALL BE NO OCCUPANCY OF THE BUILDING UNTIL ALL THE HOLLY SHORT PLAT (L95-0025) INFRASTRUCTURE IMPROVEMENTS ARE IN PLACE AND SIGNED OFF BY THE CITY UTILITY INSPECTOR. 16. Driveways shall be paved for a minimum d !stance of 20' from the edge of existing road pavement. 2 44;t*.**.***.**.* k":44*. A.A*** * * ** * ** * ** * *h *k * *kytA * * * .Ak+4k * * ** * *�t* * *•4 CITY : OF TUKWILA.. WA � . . *'. 4 , * *4 * ** * *' *; * * * * * *ik�!'lFti4 * ** sF�F�F�I7Fkk ' it ** *+k** * **At4 **4* *:k**h' *** h TRANSMIT , ,Number z.R9700.552'.Amount: 1. 13.4'15 P Methods CHECK' Notation. CHI H. NGUYEN Init: SLU Permit: NO: D97-0027. Tv.pec. DEVPERM DEVELOPMENT PERMIT. :Parce.L Noi 0042000381 Site Address: 15120 42 AV S Total Fees: 1.82J.71 vmerit 1,1128 « Total ALL Pmts: 1.823.71 13 a l Once M. .00. *• Abe.* * fit * *.* * A*** A* *ik ************** *** *' * ** * * ** * * *** *A** * * * + ** *.. '. Ac Description 000/322.100 BUILDING - RES 000/345.630 PLAN CHECK - UTILITY 000/388.904 STATE BUILDING SURCHARGE 000/342400 INSP FEE 7 UTILITY 412/342.400 • INSP FEE - STORM DRAIN Amount 1.072 20.00 4.50 15.00 15.00 :3 03/14/716 TOTAL 1 i126.75 )k i Ic.icir*****1"-A-it ************-h*:3 *4.4,,**A*************-A-A***?k*** CITY OF LA; .14 ?(.ic*.jv 4c* *4, i3,44* TRANSMIT NUmbrr: :,R9700537 :Amoiot: 696.96 02103/97 14:16 Pa Notation: CHI H.. NGUYEN In SLB • Permit , No: D97-0027 Type: DEVPERM DEVELOPMENT PERMIT • Parcel No: 004200-0361 Site Address: 15122 42 AV 0 Location: 151XX 42 AV S Total Fees: 1.773..71 This Payment 696.96 Total ALL Pints: 696.96 nal once: 1 Account Code Description Amount 000/345.830 PLAN CHECK - RES 696.96 C \ c_t<s itSci :•: 1157 02(04:14T; TOTAL 676,4,76 Project: As - 1 Type of ins ion: 1' AIN Address: 1$7 MI Date called:. 0 Special in er ons: 4).....-......,.. / 67 ; 619 Date wanted: deg ,ArIalra Requester: - . Phone No.: 1. • [Inspect Receipt No.: • COMMENTS: pproved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPE ON 0. CITY OF TUKWILA BUILDING DIVISION. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I 1 cOrrections required prior to approval. Jr , Fr P MIT NO. (206) 431-3670 • " , Ali VW 1_J $42.00 REINSPEC ION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. Date: Date: Project: A . \ ..' y 1 \Ant NTE:T Type of inspection:,--- r-T 1J Pit.. Address: 1 6124yi a " Date called: /6 - ?—■ ., Special instructions: - • Date wanted: • / 0-3- 97 a.m. P. . Requester: Phone No.: • ANSPECTION RECORD. Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Date: (206) 431-3670 Approved per applicable codes. [g] Corrections required prior to approval. COMMENTS: T . 6 . 1,0" , 01 1 1 et4- /is JilaO4* :4 71— 414.41 43 re,4 Azo IL $42.00 REINSPECTION FEE REQUIRED: Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: COMMENTS: Type of inspecti czit Date called: q, a I) e L tA tv 1 i-. el C 1.1 2 . 09e.c - Aii-- • 5 e 61,0" TIKIE i OS e--m'it... 1 44a 04- - • •SI 11 t.&9 i ..2 I ET 0 d•Ff- , -. . 2, ,D*-tu...-;‘. , 14=A-14 M1 LS 01 kA sT" ' a (-1,- 38" A2-av" r\M-Sf" (JP 114 . 0 0 1÷-6--,JDXA:i LS e*.i 3r 0 0 ii -- S ••... . .,. . . • . . P r3g3, eiri 1 Chi Type of inspecti czit Date called: q, a Addrts5 99\ Av 5 Special instructions: Date wanted: / 0-4: (77 .m. p o l Oer Phone No.: INSPECTION RECnRD Retain a copy withtemit Ccn- cog) PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. rrections required prior to approval. C /‘) Inspector: Date: $42.CO REINSPECTION FEE REQUIRED. Prior 'to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: ..wlel,s`it r Date: (206) 431-3670 COMMENTS: ) Ste .. Pri-fW m P us Type of insp ction: GAU. -Cs wt,Ac c;.S °: a-1(. * t> ✓5 Date called: r 3 -el l instructions: �,.�._. % O.l fr ., Date wanted: 9 ,. 0 4 , £ ,,.7 ca ,3'M t tL AA Sc1 CA-1.1NQT` 1/P Phone No.;,3/4 ?. zv - rw. - )i ($ IIJ 9.-t&E C' t4 1 -0" IS 'iLMt.1j U is e1 Lk tJO , L.� t k p tA . I __ BRA -11) ZA r P a 1 SINPr o..5 - 1"( G _AQ S U P ei L , MO. __ 3 `` ) A . . . . , cg- T ` � 1 � 1 1 J CS N . 4Z. T1 ► a ' 1 1 - € 60-V eat- (rJ A 0-4)C k— Dw z.A • ri-SS. , .P..5 , ' v,it,t C.. i 4 3 0 .,c . -> At -a I. •. • Project: iAl Type of insp ction: Ads ,,dre.1: 1 2.,1 4Z ' Special ✓5 Date called: r 3 -el l instructions: �,.�._. % O.l fr ., Date wanted: 9 ,. 0 4 , £ ,,.7 ca Requester: 1 3C4 _ p Phone No.;,3/4 ?. zv - Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 f Inspector: c. II [Receit No.: 1Adi ii. ...1.10•14.16 nca',.,e.J�:��.r <;f �.,.r��.0 _......_ . _�_. • Corrections required prior to approval. Dater 21/1 PERMIT NO. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. 206) 431 -3670 Date: Project: t mi Type of insteeit 13c1 i Address: ) r S' Date called: Special instructions: :- Date wanted:9+ q cii a.m. P.m. Requester: Phone No.: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: . INSPECTION NO. Approved per applicable codes. [Receipt No.: • • -,......•ownascsuteaxgatessovssxasWWU/NDVMZOEZMra." INSPECTION RECORD (son Retain a copy with permit' PERMIT NO I I (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: Project: Type of inspect' S, Address: 5/ � 4.11 S. Date called: Special instructions: D::: te nted: 9/t 7 aln, 1 �rr� ter: Phone No.: INSPECTION RECORD Retain a copy with permit INSPECTION N CITY OF TUKWILA' BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 07 - o PERMIT NO. (206) 431 -3670 COMMENTS: Approved per applicable codes. Receipt No.: I 1 Corrections required prior to approval. (" 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: l..'itt.e64r4054% Agra < _........ Project: No &1 5-F1 Permit No.: D _ eft)Z?- Site Address: 15 z , 112 a - Ati S Date Called: '' Type of Inspection: p I i� ' i?cj I— G G Date Wanted: 9/ %? g a.m. • p.m. 4 Requester. ;,,�� g .,..4,5 Phone No.: 3 /l 2 VS Special Instructions: ' . t AL L-075 (Dr14t atra cr(JveiA. (1 City of ?IL : wily Inspection Request Department of Public Works — Engineering Division Phone: (206) 433.0179 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Siatgaikearal INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF.TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 r sect: Typ of inspecti tt lk s e called Special instructions: Qg y�a nte�� �` R- eguesteJ `�� Phon ! �`"r'1� COMMENTS: PERMIT NO. Corrections required prior to approval. (206) 431 -3670 $42.00 REINSPECTIGN FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. I Receipt No.: Date: �.x. arl§k�$at! <11a rlcl� : raa•t«L• ..x .. ctri Siatgaikearal INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF.TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 r sect: Typ of inspecti tt lk s e called Special instructions: Qg y�a nte�� �` R- eguesteJ `�� Phon ! �`"r'1� COMMENTS: PERMIT NO. Corrections required prior to approval. (206) 431 -3670 $42.00 REINSPECTIGN FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. I Receipt No.: Date: �. .. Project: - 1 • Nre4. •V Type of inspection: e pr exii,401._ Address: (1 15( 7 ' M '' Date called: Special instructions: Date wanted: 7 a.m. Requester Phone No.: y33-/ft-S c..),Prl toe Vpproved'per applicable codes. COMMENTS: Inspector: if eceipt No.: I I INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OFTUKWILA BUILDING DIVISION .- 00 SoutAcenter Blvd., #100, Tukwila, WA 9818 Date: 7 Date: Corrections required prior to approval. q $42.00 REINSPECTION FEE REQUIRED, Prior to inspec ion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, L4ftivAstibmwi Project: N Type of inspection: WP Address: / S/ S LIZ A4 . • Date called: 7(L Special ; instructions Date wanted: ' / 1 Requester: WAt' (‘ Phone No.: 3r4'2,8Sz.- INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd. #100, Tukwila, WA 98188 COMMENTS: Inspector: Approved per applicable codes. I Receipt No.: INSPECTION RECORD Retain a copy with permit I Corrections required prior to approval. Date: .7 (44 7 (206) 431 -3670 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Project:,.. IBC c , �l Type of inspection:' 2 . CI kii- • Address: . I S I _ fl..; L{ Date called: / / Special : instructions:. b 9 Date wanted: 7�1/� a�rr , p.m. Requester: Phone No.: _ INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd:, #100, Tukwila, WA 98188 COMMENTS: U■fsiv -, 2?, t 14 -owz7iL. PAS C,ou 6,24 TO k-- -SNFPra._ wo-o, Nr «.%+JG 0 q S ■., styA, r i s. t r c f 'fit. (206) 431 -3670 Approved per applicable codes. Corrections required prior to approval. $42.00 REINS • ECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pro a Ty of ins ectio A r ss: Dale called: Special instructions: AsigiiVaiiixrcfMrso Date wanted:1 q .Z lQ .. 2_1 .. t� -.. - .. m. Requester: w Ist po i3 . .� rt 3 VA-- .2.02-. INSPECT! • N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 COMMENTS: Inspecto Receipt No.: INSPECTION RECORD Retain a copy with permit Date: 1:41 002 PERMIT NO. (206) 431 -3670 Approved per applicable codes. orrections 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. Date: Pr j t: .. Type of 'n pectin Ad ess : 1 20 � 2 A V s D ate called: (0 _;ID _ ` Special instructions: RR y:.. 1 N► :. pi; m.-- ' Date wanted: "' a.m. Requester , * r "' ` t0 �j `J Ph . :3 14 zss2 INSPECTION RECORD Retain a copy with permit INSPECTION NO: CITY OF BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Approved per applicable codes. n Corrections required prior to approval. COMMENTS: $42.00 REINSPECTION ' EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [Receipt No.: [ate: :: sae.& i:: tds' :« 'Y%.�:�NwrM..a�rtX�Cir�!/.'.Q Project: 0 4/ 6 (.>"._7// Type of inspection: s: Addres / DIte called: Specia instructions: Date wanted: 6 ta ,..- P.m. Requester: Phone No.: .........agfoggemestamemsagsteraSSEA " ,• INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 proved per applicable codes. Receipt No.: PERMIT NO. (206) 431- 670 Corrections required prior to approval. • COMMENTS: Date: $42.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: s,..14.4..4 4a4.4 *UPI .eattsV . Project: N u _ Type of inspection: mow( Addres • _ V Date called: Special instructions: G•k..4-t, v 1 m ... 7 1' 4h Date wanted: Lv z3tm--1 . . Requester w Phone No.: c6 -.... __ 1 vi sc- INSPECTION NO. CITY OF BUILDING DIVISION 6300 Southcenter Blvd.; #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit COMMENTS: r3.4'1�9( ice,:. O : 10 1 ts--S 03-1 Inspector: Date:, te 2‘( Li $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. I Receipt No.: Date: ... x�a4 .._,.�.�.«.......:.ir:.v.r_.._ rK.w v� .,.wern s.,..,1uR ,`,.:r.L. va ki .r _... PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: Type of inspectiop: , ('A/ I l� Address: s,, 47- AV , Date called: 1q 1 ( ' t CZ S .1TCL c-TVL— b% 9 1 .stv- - -. a ' r• L.K 0'..‘ , s j - `I , c' � 1�" - C. NIS lrDO "ice TV L.-al IJ . /ATOP •►+, -. -re, M -A G o - t- ►¢.. 4 rJ . "J. ) fl-r^9 QWck;rlG, OwY ✓ %- f4 wAt( . ntil t NS (/ G'we.1 IS t∎1 1" Q-v►■ e t.c P Project: NI 9 149 t �� Type of inspectiop: , ('A/ I l� Address: s,, 47- AV , Date called: 1q 1 ( ' t Special instructions: a.O Date wanted: (ph c .m. Requester: Phone No.: 2 � 4 5 , .i J( -- SA INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 PERMIT NO. (206) 431 -3670 Approved per applicable codes. Corrections required prior to approval. Receipt No,: pate: r s 11 $42.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: _� Projef4 �V�. J 6y _ � n l!,' � ' n Type of inspectio F-I'� k) KV dress: • Date called: Special instructions: Date wanted: , 1 i _ q -7 e n. Requester:, p m ,� Z l t, -- O e o - 2,5 0- It INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Inspector: Receipt No.: INSPECTION RECORD Retain a copy with permit Date: t \1"1- op 21 PERMIT NO. (206) 431 -3670 Approved per applicable codes. [Corrections required prior to approval. COMMENTS: .1 -kis . Pk ; It cc rI EV 1 1(Ati— 1ZW6I 4- id hl usT' br MYRowo. n1� r�r►fc� - ) , • 17 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: fE %1115;m -.4V-.1,1,44..;i1:, COMMENTS: INSPECTION RECORD Retain a copy with permit IN PECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188- 1 L.iti ,'E1-S Project: u Type of inspection:C Address: �Z �, Date called: Special instructions: Date wanted: �'. , Requester: .. Phone No.: Approved per applicable codes. [ ` Corrections „required prior to approval. PERMIT NO. (206) 431 -3670 Inspector: L___I $42.00 REINSPECTION FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspectlon. Receipt No,: Date: .: i _ ....� ._ u.. ie..... N. icnti ►yidrd�t�G�i ,flfrla:.,�"3.4..dR- �..�a ......_ Project: U n Type of i action: - r. �ihao�r VJa�i Address: i ' is' L J P� � Date called: _ 5 a3 l-) Special instructions: Date wanted: _ C 9 0`m ✓ oZ� ~ ti p.m. Requester: W am n j " , Phone No.: .,€):31/4-i3... l to -?J INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 Approved per applicable codes. COMMENTS: Receipt No.: INSPECTION RECORD Retain a copy with permit Date: (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, ai safCti aAw:r...cs:f.1a00. bacu n7n..n �eZ� _ _fit§: COMMENTS: Type of //s R444 c, / cS4-014.6 ' Special instructions:. Date wanted: a. Requester: . / ,„ e . c 'e..._/? 2- ,Re4., "1 CO: 4 G,,,i, Gu 1 hcj T /;/:s if L L _ - %. Project: � ' �. Type of Inspec_ ty3 , II Address 1 s (Z7 42 k S Date called : 2? ,f oil Special instructions:. Date wanted: a. Requester: Phone No.13/ (v l ?� L nsPectOr: I i4 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 -1 ' ooz1 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: .. - . k. ..a1S . 11A/ yC.:Ne,.uaY..._141►..F..AL{t! '!4, I. INSPECTION RECORD Retain a copy with permit INSPE ON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Project: tt Type c tio : Addr ss :' �tZ ,/� 5 Date called: 'J /` Special instructions: Date wanted: .m Requester: - \r Phone No.: Vimf'L �y 4 COMMENTS: Approved applicable codes: MIME PERMIT NO. (206) 431 -3670 Corrections required prior to approval. I 1 A Inspector :l{', , ii'� f. $42.00 REINSPECTI , N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd„ Suite 100. Call to schedule reinspection, Receipt No.: 4� Date: c Date: • 1 s--/ _ _ i, Date wanted: .m Requester: - \r Phone No.: Vimf'L �y 4 COMMENTS: Approved applicable codes: MIME PERMIT NO. (206) 431 -3670 Corrections required prior to approval. I 1 A Inspector :l{', , ii'� f. $42.00 REINSPECTI , N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd„ Suite 100. Call to schedule reinspection, Receipt No.: 4� Date: c Date: • 1 INSPECTION NO. CITY. OF TUKWILA. BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Project: Type of insP ctio�: AcJd re�s� I -76 42 ` ,/� , . S . Date calle 1-' 30) Special instructions: r ; .. Date wanted: 2' r m 4: Reque6ter: . Phone No.: y 7 " 1 (p s � COMMENTS: Inspector INSPECTION RECORD Retain a copy with permit PERMIT NO. (206) 431 -3670 Corrections required prior to approval. I $4240 REINSPECTION FEE =Et!" Prior to inspection, fee must be paid at 630p Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No,: Date: t Project: Type of inspection: Address:. pri Date called: Special instructions: (--Tv-- Lu 0C # . , �, �, r _ Date wanted: Li Z g 1 a.m. P.m. Requester: wm Air Phone No.: X 33 ASS I Inspector: COMMENTS: I I INSPEC ON NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Corrections required prior to approval. 0c,4 f — 41 i '4v -- X12 r r-- //b . a $42.00 REINSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to scheckule reinspection. Receipt.No.: Date: R"r.. CAS.. ult• r. �Ne< z„ A � 1 {a l� Y JLL _:K ► r II DYA..t}�G . I . A1. Project: i L Permit No.: ) c --cDD2,7 Site Addr -ss: r 1 _ , Date Called: ti -Ly Cf Type of Inspection: j Date Wanted: ii - 21a.m. • p.m. Requester: W � v�� --{ Phone No.: ?l -, 1 L 2,-? € z Special Instructions: -/, *7 1 &)tVV Lta.w / j»)t qt it ,)..APP ;it. J f;6V4 ,- . S , . '" ,`` ' n�1 t' ta. i'i'k . f / � � /�. cf9 - � .‘F.S 0„(...,---1-1 Y! City of zOL wira Inspection Request Department of Public Works — Engineering Division Phone: (206) 433 -0179 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 i o t tli 0 0 „. 1 I Type of insprx m Date called: q _ is -9i gris2 it z f A , v 5 Special ' ) nstructions: e...k\ 6....„4S , h-• 0 . Date wanted: Li u 9 746 Requesterht ( cf ,4, 40 _ i7t3 Phone No.: 7 _ 27714 L COMMENTS: INSPECTION RECORD Retain'a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 [1 Approved per applicable codes.' Inspector: I I D11- ooz PERMIT NO. (206) 431-3670 liKForrections required prior to approval. Date: , $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • p; >_ ? ✓�$ i'j� `cam i'�f'` INSPECTION RECORD Retain a copy with permit .Dq7" 00Z1 PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 r1 (206) 431 -3670 Approved per applicable codes. COMMENTS: i� 0 pl,AWS cJ& ► k) .Srms a. ! : (LE 6A4-- -- I S / Pm t,50, Corrections required prior to approval. r4-0 dttiv� A-4—con re-CA` i g , Si i trt:: /L rr-U (-01 A )) P .3 CAA-1\1645; -t 3 e vq-,-- is cc, n, ,3A- . K90 Inspector: I Receipt No,: .te +:vr�,.awy !ai igia1114t1)9 Date: ct 5 e r7 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: V►ler) Ch ∎ : TYP.B V1� 1 + liO ' A rQ L9 AN) Date called:IA 11 4 n Special instructions: Date wanted a. m. � � iSr . Requester: (� i k- r� m e. Ty ne No. c J `' 1 r t ! ( J • p; >_ ? ✓�$ i'j� `cam i'�f'` INSPECTION RECORD Retain a copy with permit .Dq7" 00Z1 PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 r1 (206) 431 -3670 Approved per applicable codes. COMMENTS: i� 0 pl,AWS cJ& ► k) .Srms a. ! : (LE 6A4-- -- I S / Pm t,50, Corrections required prior to approval. r4-0 dttiv� A-4—con re-CA` i g , Si i trt:: /L rr-U (-01 A )) P .3 CAA-1\1645; -t 3 e vq-,-- is cc, n, ,3A- . K90 Inspector: I Receipt No,: .te +:vr�,.awy !ai igia1114t1)9 Date: ct 5 e r7 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Proj t: uyE�; c � Type of inspection• dress: Date called: Special instructions: Date wanted: 0���11 p am (v' I� p . Requester A k E trii4) 2'7 I [;Approved per applicable codes. Inspector: f Receipt No.: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: - �-'- Date: L ! '7V $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: • . l ...: _.- ..r.....rc ° - 1G ►iuenc�S�l {IGMtikaikaktmristidt/h7fMSialtLL PART A: (To be completed Site Address (Attach map and Legal Description showing /57,z1 6 .4,' 22 1/,•c So, I 11, by applicant) hydrant location and size of main): (Use separate sheet if more room is needed) Owner- Information: Agent/Contact Person: I hereby certify that the above information is true and correct. kC w p, -r< r<_ O lS i i i -z S t 12 _ ,._ / •- 3 ° _ r _ / / /6aYEA( it 7 4N4 f!, 77240t/ Name: / ,4 /l Name: /rV ie /Zobe4 Address: /57502 ‘-5 4 : 4 AL S, 0" eF7' Th /A_ Address: /52- 3ZS 1111 Avb gf09 Phone: c Vs -5s-fl Phone: 701- — 1333 /6s S Thi certificate is for the purposes of: Residential Building Permit ❑ Preliminary Plat ❑ Short Subdivision ❑ Commercial /Industrial Building Permit El Rezone El Other Estimated number of service connections and meter size(s): /— - /' " Vehicular distance from nearest hydrant to the closest point of structure 87 ft. Area is served by (Water utility district): Owner /Agen ignature: 4/IL 7a, /201t-i---- Date: / 7 PART B: (To be completed by water utility district) The proposed project is located within 1 k- -i (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: (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 P.07 gpm at 20 psi residual for a duration of 2 hours at a velocity of C 7 fps as documented by the attached calculations. I hereby certify that the above information is true and correct. kC w p, -r< r<_ O lS i i i -z S t 12 _ ,._ / •- 3 ° _ r _ Agency /Phone By Date PROJECT #: WTRAVAIL.DOC 6/5/96 CITY OF. TUKWILA Permit Cent.,. 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 H-ha Certificate of Water Availability (Required only if outside City of Tukwila water utility district) PART C: (To be completed by governing jurisdiction) Water Availability: El Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item C2 are met. El 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 T HE N 125 `FT: OF. ,THE SOUTH 205'. FT OF. LOTS 1$,, 19`, 20 BLOCK 3 ` 2ND ADDITION ADAM'S HOME TRACT ACCORDING TO THE .PLAT RECORDED,IN`:VOL 12 OF.PLATS, PAGE. 90, RECORDS OF KING ; COUNTY ;' EXCEPT THAT PORTION. CONVEYED TO KING COUNTY FOR 42ND AVE`SOUTH BY- DEED RECORDED'UNDER RECORDING NO. 6013506. ALSO KNOWN AS LOT.3 OF LOT.B CITY OF BOUNDARY _LINE' 'ADQUSTMENT L93 --0019 RECOEDED'UNDER,RECORDING NO.. 940.4270767 ASHINGTCN. El 'THE _sta S -WOTON. LOT 3 = I !JJ 1 ?2 SO FT �. 6 � 4V Q � I _ � . 61.2 CNT SEC 22 MH AT LOC. I S. 150nH Sr. LOT A b . (U • 21iT ESMT FOR INGRESS tio 83 EGRESS & UTILITIES SEE NOTE 5. LOT C 3� (BLA NO. L93 -00191 T (BLA NO. L93 -0019) \ \ 10' VATER LINE EASEMENT - APPROXIMATE LOCATION AS LINE IS NOT EXPOSED. \\ 370.68 m 10 FOOT WIDE EASEMENT FOR UTILITIES FOR THE BENEFIT OF LOTS 1. LOT 2 AND LOT 3. SE S88'0 ?'39' 11 81.18 w LOT 2 4 11 121148 SO FT Z L 81.18 S. 152ND S 1. SURVEYOR'S CERTIFICATE R o DRAINFIELD EASEMENT SEE NOTE 4. N88'10'05'W (NOT OPEN) This Short Plot correctly represents o survey mode by me or under my direction in conformance with the requirements of the oppropriote estate and city statute and ordinance and hoe been properly stoked. Moy 1995. 46 Certi tcote No . 16213 S8810'05 - E 37 S08'10'05 - E EXPIRES i GEOTECHNICAL.REPORT MA1', DEVELOPMENT BEYOND SLOF THE SLOPE PROTECTION ZC, BETWEEN THE TOP OF SLOF WESTERLY LABELED 'SPZ'. 202.45 LOT 1 25�8SOFT 202.45 LEGAL DESCRIPTION: STRE EASE THE NORTH 125 FEET OF THE SOUTH 205 FEET OF LOTS 18. 19 AND.20, BLOCK 3. ADAMS' HOME TRACTS SECOND ADDITION. ACCORDING TO PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 90, RECORDS OF KING COUNTY. VASHINGTON1 EXCEPT THAT PORTION CONVEYED. TO KING COUNTY FOR 42ND AVENUE SOUTH BY DEED RECORDED UNDER RECORDING NO. 6013506 AND 950503024E1 ALSO KNOWN AS LOT B OF CITY OF TUKWILA BOUNDARY 'LINE ADJUSTMENT NO. L93 -0019. RECORDED UNDER RECORDING NO. 9404270767. Cl7 Sit RIC r• 533 'CERTIFICATE OF SEWER AVAILABILITY ❑ CERTIFICATE OF SEWER NON- AVAILABILITY Building Permit ❑ Preliminary Plat or PUD ❑ Short Subdivision El Rezone or Other Proposed Use: D4 Residential S.F. ❑ MulitFamily ❑ Commercial ❑ Other APPLICANTS NAME e!/,' /// W6W4F. 1/ 9 ,4n/N M 77APJ PROPERTY ADDRESS OR _ APPROXIMATE LOCATION /5 f 2(. 4� ' . kwileu LEGAL DESCRIPTION GfQc ( /,+ 3) (Attach map & legal description if necessary) ++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ SEWER AGENCY INFORMATION 1. a.i1 Sewer service will be provided by side sewer connection only to an existing.* size sewer feet from the site and the sewer system has the capacity to serve the proposed use. OR- b.f_ I Spwer service will require an improvement to the sewer system of: IJ (1) feet of sewer trunk or lateral to reach the site; and /or • (2) the construction of a collection system on the -- tt site; and /or II (3) other (describe) 2. (Must be completed if 1.b above is checked) a.IJ The sewer system improvement is in conformance with a b. County approved sewer comprehensive plan. OR . The sewer system improvement will require a sewer comprehensive plan amendment. 3. a.�jg The proposed project is within the corporate limits of the district, or has been granted Boundary Review Board approval for extension of service outside the district b. 1 or city. OR Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: a. District Connection Charges due prior to connection: GFC `tSe LFC: ISGO UNIT TOTAL I et SO' (Subject to change on January 1st) METRO Capacity Charge $750 billed by METRO after connection to sewer system. b. Easement(s): Required , Maybe Required c. Other: I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from date of signature. VA E SEWER D Manager, T. . Matelich or Inspector, Steven Fletcher " fprce lk dh S I C 1 - -97 Date JN HERS ION ANNJT TO M� M NSENT • ED DE f eilADTC.N. ,ol. set. of ur 1 uNW1LH: ,4116. d Una 3 ~de of 44 I a 'Oiiyitig. . wile Exemui.dgtd sd t. Lar- dey of JUL./ Piero o Director. CtLy of Tukwila T I T SST 10' VATER LINE EASEMENT - APPROXIMATE 7 LOCATION AS LINE IS NOT EXPOSED. • l r • - A \ LOT A (BLA NO. L93 -0019) 1' m 10 FOOT WIDE EASEMENT Ic FOR UTIUTIES FOR THE BENEFIT OF LOTS .. OT 2 AND LOT 3. N88'00'21 BASIS OF BEARINGS) 1316.93 ' •�� —� • • RR SPIKE "' I FND MAY 1988 _ S88'0739" 370,60 19 at, Acwu l Number DRAINFIELD EASEMENT SEE NOTE 4. C) .-.1._ 8.00 1 \ \ S88'10'05"E ' 81.18 LOT 3 � � � , �w 1-1-1 1 e?2 so FT "' I �0 �? W $ LOT1 ..� S ,� 44 ` r `* 25306 SO FT q, � ,_ _ '_ Z 4_- •_46.4 E cj kl 5 it 01.18 b • 202.45 20 ESMT FOR fl D LSS EGRESS 8 UTWTIES SE NOT 5. C y y b (BL.A NO L.93 -00191 ° S. 152N ST. • ____ — (NOT OPEN) CNT SEC 22 MH AT LOC. SURVEYOR'S CERTIFICATE Thle Shorl Plot correc40 repreeenta o survey mode by ma or under my direction In conFormonce with the requirements of the opproprtoLe elate ail oily aLotuLe and ordinance and hoe been properly stoked. Moy 1995; -1 5224404 CerLtficote No. 16213 gel tr• DEPARTMENT OF ASSESSMENT 19 l r Examined and amr-ovad this 1L day of ` /.5 ' ty / 19 '7G / 7/32 King County A.M.wr Deputy Kim County A.....or• EN ' 1 11 . GEOTECHNICAL.REPORT MAY BE REQUIRED FOR DEVELOPMENT BEYOND SLOPE PROTECTION ZONE THE SLOPE PROTECTION ZONE IS THE AREA BETVEEN THE TOP OF SLOPE TO A LINE 50 FEET VESTERLY LABELED 'SPZ'. LEGAL DESCRIPTION: THE NORTH 125 FEET OF THE SOUTH 205 FEET OF LOTS 18, 19 AND 20. BLOCK 3. ADAMS' HOME TRACTS SECOND ADDITION• ACCORDING TO PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 90, RECORDS OF KING COUNTY, VASHINGTDNi . EXCEPT THAT PORTION CONVEYED TO KING COUNTY FOR 42ND AVENUE SOUTH BY DEED RECORDED UNDER RECORDING NO. 6013506 AND 9505030246. a yi oloo - ogre. STREAM PROTECTION EASEMENT ALSO KNOWN AS LOT 0 OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO: L93 -0019. RECORDED UNDER RECORDING NO. 9404270767. ' D17 4;02: CITY OF TUKw SHORT PLAT F RICHARD L. HO 199808030446 0042000361 Filed for Record at Request of BURIEN ESCROW INC. AFTER RECORDING MAIL TO: Name RICHARD L. HOLLY Address 151 2 42ND AVENUE SOUTH City, State, Zip TUKWILA, WA 98188 Escrow number: 30766 whose address is 3500 188TH STREET SW, #300 LYNNWOOD, WA 98037 RICHARD L. HOLLY, AN UNMARRIED PERSON AS HIS SEPARATE ESTATE whose address is 15126 42ND AVENUE SOUTH TUKWILA, WA 98188 FIDELITY NATIONAL TITLE COMPANY DEED OF TRUST (For use in the State of Washington Only) THIS DEED OF TRUST, made this 24 day of October CHI NGUYEN AND KIM ANH TRAN, HUSBAND AND WIFE THE NOTE WHICH IS SECURED BY THIS DEED OF TRUST IS DUE AND•PAYABLE ON OR BEFORE DECEMBER 31, 1997. Dq This Space Reserved For Recorder's Use: 00 4aoo- 03(t , 19 96 , between ,GRANTOR, , TRUSTEE, , and , BENEFICIARY, whose address is 15122 42ND AVENUE SOUTH TUKWILA, WA 98188 WITNESSETH: Grantor hereby bargains, sells and conveys to Trustee in Trust, with power of sale, the following described real property in KING County, Washington: FOR LEGAL DESCRIPTION SEE EXHIBIT "A" ATTACHED HERETO AND BY THIS REFERENCE MADE A PART HEREOF. which real property is not used principally for agricultural or farming purposes, together with all the tenements, hereditaments, and appurtenances now or hereafter thereunto belonging or in any wise appertaining, and the rents, issues and profits thereof. This decd is for the purpose of securing performance of each agreement of grantor herein contained, and payment of the sum of SEVENTEEN THOUSAND FIVE HUNDRED DOLLARS AND NO /100 Dollars ($ 17,500.00) 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. I,PI3 -22 ACTIVITY NUMBER PROJECT NAME DEPARTMENT: BUILDING IVI ION P�ppt a D IVISION o ion PUBLIC WORKS DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE NOT COMPLETE COMMENTS TUES /THURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL 1 APPROVALS OR CORRECTIONS: (ten days) APPROVED 0 APPROVED W/ CONDITIONS a REVIEWERS INITIAL CORRECTION DETERNIINATION: APPROVED E] APPROVED W/ CONDITIONS p REVIEWERS INITIAL C:ROUTE -F P C.�y&snkoy Cpj PLAN REVIEW / ROUTING S D97 -0027 NGUYEN CHI PRE TION pr, ► &Ia S UCTURAL DATE DATE DATE DATE 2/03/97 PLANNING DIVISION 0 • COORDINATOR DUE DATE 2/04/97 NOT APPLICABLE 0 DUE DATE 2/18/97 NOT APPROVED (attach comments) 0 DUE DATE NOT APPROVED (attach comments) 0 (CectiRcadou of occupancy required. 1 ..:. ACTIVITY NUMBER D97 -0027 PROJECT NAME DEPARTMENT: BUILDING DIVISION III FIRE PREVENTION ❑ PLANNING DIVISION ❑ PUBLIC WORKS ❑ STRUCTURAL ❑ PERMIT COORDINATOR 0 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE PLAN REVIEW / ROUTING SLIP NGUYEN CHI COMMENTS TUES /THURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED ROUTED BY STAFF ❑ routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL DATE Z — 4 — ` 7 APPROVALS OR CORRECTIONS: (ten days) APPROVED ❑ APPROVED WI CONDITIONS DIA REVIEWERS INITIAL CORRECTION DETERMINATION: REVIEWERS INITIAL C:ROUTE -F NOT COMPLETE ❑ DATE DATE 2/03/97 DUEDATE 2/04/97 NOT APPLICABLE ❑ DUEDATE 2/18/97 NOT APPROVED (attach comments) ❑ DATE Z-- lU -c DUEDATE APPROVED ❑ APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) ❑ (Certification of occupancy required. ) PROJECT NAME 15P-0 1- 1 1 / 6 ` U ' • PLAN REVIE ROUTING SLIP ACTIVITY NUMBER . D97 -0027 NGUYEN CHI DEPARTMENT: BUILDING DIVISION t FIRE PREVENTION II PUBLIC WORKS Q STRUCTURAL ❑ DETERMINATION OF COMPLETENESS: , (T,Th) COMPLETE ❑ COMMENTS REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) APPROVED ❑ REVIEWERS INITIAL 41i si,' CORRECTION DETERMINATION: APPROVED ❑ C:ROUTE -F /57 DUE DATE NOT COMPLET�I��l NOT APPLICABLE El 0 ( U/9- "Ir}A1 7, // TUES /T HTJRS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED ❑ ROUTED BY STAFF ❑ (If routed by staff, make copy to master file & enter Sierra.) DATE DATE 2/03/97 PLANNING DIVISION PERMIT COORDINATOR ❑ 2/04/97 DUE DATE 2/18/97 APPROVED WI CONDITIONS NOT APPROVED (attach comments) ❑❑ DATE REVIEWERS INITIAL DATE DUE DATE APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) ❑ (Certification of occupancy required. ) ACTIVITY NUMBER D97 -0027 PROJECT NAME DEPARTMENT: BUILDING DIVISION ❑J FIRE PREVENTION ❑ PUBLIC WORKS ❑ STRUCTURAL ❑ 4 DETERMINATION OF COMPLETENESS: (T,Th) COMMENTS ' yT h'rtY.tYd'�.S�d'S' tea. G:( Mrb' l"dT,a:iPA *.h?k G'fmaczix o PLAN REVIEW / ROUTING SLIP TUES /THURS ROUTING: PLEASE ROUTE ❑ NO FURTHER REVIEW REQUIRED`_. ROUTED BY STAFF n (If routed by staff. make copy to master file & enter Sierra.) (� REVIEWERS INITIAL NGUYEN CHI NOT COMPLETE ❑ 1 1 APPROVALS OR CORRECTIONS: (ten days) REVIEWERS INITIAL CORRECTION DETERMINATION: REVIEWERS INITIAL C:ROUTE -F DATE `Z -'Y DATE DATE 4R3Rci..w. kSE'!Qf13 DATE 2/03/97 PLANNING DIVISION PERMIT COORDINATOR ❑ DUE DATE NOT APPLICABLE ❑ DUEDATE 2/18/97 APPROVED ❑ APPROVED W/ CONDITIONS ❑ . NOT APPROVED (attach comments) ❑ 1 DUE DATE 2/04/97 • APPROVED ❑ APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) ❑ (Certifiadon of occupancy required. . x�rvn ^vdtt,c4s•A Yi, L=7;V, -c(fd];6'sit...Ys«!1s :t;�4'.'• -7e t 6- sstvrrit. ',V..4"! .45%4;3 ails -AN! ityaielAt Q: erir_Y!^n mYaCn' Sri.Volanexm:aahnuvanrw.Nvrke., -.a.., PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER PROJECT NAME DEPARTMENT: BUILDING DIVISION PUBLIC WORKS . D97 -0027 NGUYEN CHI 4 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE NOT COMPLETE p COMMENTS TUES/THURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED LJ . 1)3t ROUTED BY STAFF p (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL C APPROVALS OR CORRECTIONS: (ten days) APPROVED p APPROVED W/ CONDITIONS . NOT APPROVED (attach comments) U CORRECTION DETERMINATION: DUE DATE APPROVED 0 REVIEWERS INITIAL REVIEWERS INITIAL C :ROUTE -F FIRE PREVENTION PLANNING DIVISION STRUCTURAL PERMIT COORDINATOR p DATE z/ o 9 7 DATE APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) p DATE DUE DATE NOT APPLICABLE p DUE DATE 3/O07 DATE 2/03/97 2/04/97 2/18/97 (Certification of occupancy required. City of Tukwila John W. Rants, Mayor Department of Public Works Ross A. Eamst, P. E., Director NOTIFICATION OF UTILITY PERMIT ACTION Permit Center Public Works Engineering DATE:. March 5, 1997 SUBJECT: Nguyen Chi - New Single Family Residence ADDRESS: 15126 42nd Avenue S (Lot 3 of Holly Short Plat - L95-0025) PERMIT NO.: D97 -0027 CONTACT: Wayne Roberts PHONE: 833 -1655 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON MARCH 5,1997: JJS /sal Storm Drainage Access CF: Development File (with copy of application and plans) PW Utilities Inspector (with copy of application and plans) PERMIT FEE $25.00 $25.00 TOTAL: $50.00 Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the permit file. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 4313665 City of Tukwila Fire Department Fir Department Review Control #D97 -0027 :(.5.1 1 ) February 1.3, 1997 Re: Nguyen, Chi - 15120 42nd Avenue South Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: •1...•Every building shall be accessible to Fire Department apparatus by way of access roadways with all - weather. driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided with an approved turn - around area. Access shall be within 150' of all portions of the buildings. (UFC 902.2.2.1, UFC 902.2.1) 2. 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. The hydrant must flow a minimum of 1000 GPM at 20 PSI residual Pressure. 3. Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 1/4" Pentagon open -lift operating nut. 4, All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (UFC 901.3) 5. In lieu of a fire hydrant, an approved residential fire sprinkler system may be installed when vehicular John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax: (206) 5754439 City of Tukwila Fire Department rayeY/diStance from the ':nearest: hydrant Acceptance of residential fire sprinkler sYstemsShaW,: include field verification of GPM and ,residual presSures meeting or exceeding the listing for the sprinkler type. 1 .Your street address must be conspicuously posted on . :t - le.buiNing and shall be .plainly visible and legible:from the: street. Numbers shall contrast with their background. 901.4.4) ,Contact The Tukwila Fire Prevention Bureau to witness all required inspections. and tests. • (UFC:10.503) (City • .. #1742)H Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file • ncd John W Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 • ; ':• • ••• , • • February 4, 1997 Mr. Wayne Roberts Gem Homes, Inc. 15232 Southeast 364th Auburn, Washington 98092 Dear Mr. Roberts: Sincerely, • :// *.••„ City of Tukwila fc,e_e: 7 Kelcie J. Peterson Permit Coordinator File: D97-0027 SUBJECT: Development Permit Application Number D97-0027 Nguyen, Chi 151XX 42 Av S FILE COPY John W. Rants, Mayor Department of Community Development Steve Lancaster; Director • This letter is to inform you that your permit application received at the City of Tukwila • Permit Center on February 3, 1997, was reviewed at the February 4, 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. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax. (206) 431-3665 • . RE GIS' R`ATiO MBE ' EXPIRATION DATE ..• . x'4..1:. ,.. }a.. �... .. �� .\r �< .. ..I., �a I '.�, �.� ,. q i � ,• � ` fi e �('�• W j � �' ; • ��'if:7'r•I'•''', •I'„ 1 1 r' ;7^-. l ;:�`, r f /N,Y• • f • :LL•„•, •S'�+ 7: '• � ) •S r . •, +» :Y�" t �!F�In :�i�':til�• •., y�i�.:;�� %,+1 �ny . w•, 0. ..' 0 r • .�' SIGNATURE 1 If ""t7'"del .. /t C.r:- 64'U.44t,/Lr' / ISSUED. BY DEP • • • •..••. • • • • B©®Iau qua 1261®© DRWN: REV: DfrE: 10411 wessom NU ICE, ' M -/ IIR Its 111111111EN Pill iai� i ®e� MINIVEN ®lit, tl$i Eli a MN EMMEN MI — ® MEMO ® ®® iRUMtNC 410 22 (MANE DESIGN. INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SI IEE I — SUBJECT TO CRIMINAL PROSECUTION. X2 1 - : 9W Cr s i) Vo-fd far 0 FrO eiree 42111//eMeeEnffterMetatweeele. Flu r. 1, - LEFT ELEVATION 1/8" CRANE DESIGN INC. HAS TAKEN EVERY EFFORT TO INSURE THE ACCURACY OF THE ATTACHED DRAWINGS, HOWEVER IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. HOUSE NUMBER OR ADDRESS TO BE POSTED AND PLAINLY VISIBLE FROM STREET. FRONTING STRUCTURE 'CONTRACTOR NOTE — All Dimensions Shall Be Checked And Verified Prior To ConstrUction. w 6 'tREAR ELEVATION 1/8" for to check and verify elope conditions prior etion. CRANE DESIGN notified. of any ue to conditions on r REVISIONS NO CHANGES SHALL BE MADE TO THE SCOPE OF WORK WITHOUT PRIOR RIGF APPROVAL OF TUKWILA BUILDING DPJIS■O >!. VI, t,JiE: SEN_AAS WALL REC`.3' - , = FRONT ELEVATION 1/4" BUILDER SIIALL PROVIDE THREE MONTH ETCIHED "TRACK RADON MONITOR WITH INSTALLATION INSTRUCTIONS AND RADON INFORMATION SHEETS /{T FINAL INSPECTION. Crane Design, Inc proudly recommends these suppliers: HANICAL [J ELECTRI. GAL BL GAS PIPING CITY OF TUKWILA BUILDING DIVISION hJIY �Izoae WITI SEPARATE PERMIT RR UI�E�FL: MEC Gtannted t3 c-crs and omissions and pia-.; Cons not authorise the tlblation of c-/ lllttltlpt of contractors a[aptad code or copy of ap FILE COPY Date r- G - 7 f/�y ^\ Permit No D qn J ()CRT) T) :U tu 12.12 I rfru -I GE O, 51 -I'.Ke. ixb" Fascia- TYF'rr 1X4 rz.s 11ZIH - Tj TUfPMIIA APPROVED MAR 1 1 1997 D V1 =F.IT AS tiO UD BUILDING DI �Ibi�lc� RECEIVED CITY OF TUKWILA FEB 0 31997 PERMIT CENTER 1) Iz • AND- TYPICAL. SEISMIC ZONE: 3 WIND SPEED: 80 mph WIND EXPOSURE: B OCCUPANCY: R3/UI b COM COPYIi19HTO- - - 0 fn 0 w w DATE: REV: 10 1 DRWN: G.3. PLAN NUMBER 011186 CRANE DESIGN, INC. RESERVES AU. LEGAL RIGHTS TO MATERIAL ON THIS SHEET — SUBJECT TO CRIMINAL PROSECUTION. I v EF r) ' I.W U WL- - i1 , 1 . BALL EX/61cion 1 WTD - 3' u �d�. ( tx , is keel okk r .6� $1.4.VF'ss7o l rXS -144.1 "1V g r . vow wbr bl -fit ra5tr Ic =4.11 �t4KCS InsaJ r $ tr t34Lt.�t7 Ol)r i3$fl -std .lR� +:FL3o.E ra r g vI rr • cfgiWr��� t � B Ou mac. -i oa Location Minimum at .25 w.g Kitchen Ian Bathroom lan( 3 ) Laundry fan 100 CFM 50 CFM 50 CFM Q 50 CFM (1 -2 bednns) Whole house fan. 0 80 CFM (3 bedrms) (choose one) 100 CFM (4 beam.) 1100 cfm whole house fan with 24 , hour timer switch, hot wire and undercut door for air passage- FAMILY DINING LIVING 'CONTRACTOR NOTE — All Dimensions Shall Be Checked And Verified Prior To Construction. X0 ',i4 saf. �~al I[r g" GARAGE MAIN FLOOR PLAN 1/4" GENERAL NOTES •M headers to be: 64'12 OF or 0x6 DF (2x6 studwalls) Unless otherwise noted. •M eutedor & garage warm walls to be 2x$ studs. •Contractor shall check and verily all dimensions pdor to construction. •Gutters e. downspouts to be provided as required by code. -Double ptst under all paralleling wails (R Over 5' -0' or 6-0' that do nd.sladk over-walls below a: apedaF • beams) and nail togetl)erw(lrl0d'at stag. gab between members.`. •At bohss must extend314 - mkt above this: or stn Ie mudslts for washers and nuts. LI�/IIJ� AV-SA : After January 1, 1799, no new or used factory - built fireplace shall be installed in Washington State unless it is certified and labeled in accar- ance with pr e and i iterizspecified in the uec uress stanaara =specified COPYRIGHT© CITY Of TUKWILA APPROVED MAR 11 1997 AS NOTED BUILDING RECEIVED CITY OF TUKWILA FEB 0 3 1997 PERMIT CENTER 7(0 3 1-1Y RUIVIMG A0 21 1 Bascom, in dvNag win rod wary slep^g tom bolo. the ANNIE, Stull bave PAPA we opera. window or door appcoad for coag y ®Pour roam whirh shall open .rody mtoapnhiy 4 pubEcancy,yordor coup- hemugmrya doorwmdowahau bcaperablo ' from N idc to provide a NI, clear opening without Utc ox of scparatc toots. wawweme c tbakmr>•'d�ile almsrt t w tN c=�Pcor�aLV win 'alll�veaminimumnuclwmopr gi mof: 33 m�).The mm�mum uclear Height dinwa,ion snail be 4 chm(610m)Themimi- ( NO 7 / 6uB3s•T To AIcAt?t,E 3 No�TES ON '606E1 0F 11 0 9 €1 9Q1 k, CITY OF bv0 FEB 0'31997 PERMIT CENTER SCALE: Y in / )� DATE: 2-1—q7 TUKWILA BUILDING DIVISION NOTE GEM Ile,AWS APPROVED. BY: CITY OF TUKWILA APPROVED MAR 1 1 1997 AS ta9TED BUILDING DIVISION DRAWN BY we DRAWING NUMBER 36 PLAN NUMBER 01118€ CRANE DESIGN. INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET — SUBJECT TO CRIMINAL PROSECUTION. J/ 1_ooa1 C , G1 ,caa .144 s �KGit r �JL G�lea za yid C ne.( ,(44 15 a -1c-r a - r ' # i & " ,t t44tierrei 4 c* Jac Idu rtivct °. iG2Cd' wiatere,ji 'CONTRACTOR NOTE — All Dimensions Shall Be Checked And Verified Prior To Construction. 'L � G UPPER FLOOR PLAN 1/4" GII��L Ell I nit IP PIS RE1 1 -r0 GENERAL NOTES •AII headers to be: 6x8 DF or 6x6• H 1 DF (2x6 studwalls) Unless ctherwlse noted. . •AA exterior & garage warm vans to be 2x8 studs. •Contractor shall check and verity all dimensions prior to constn tIon. •Gutters &downspoutsto bo provided as required by code. • •Double )aIst under all paralleling wafts (11 over S -0' or 6 O that do nctstadc over -walls below or. special • beams) and nail togettlar h 18d aYl2 o.c stag gating between members;- .' •A2 belts must extend 314 mur abvre drle: or stogie , modals tor washers and nuts. SMOKE DETECTOR SMOKE DETECTORS TO BE INSTALLED IN ALL HABITABLE ROOMS, ALONO •Willi DETECTORS CENTRALLY LOCATED ON ALL FLOORS. HOT '.'TIRED & INTERCONNECTED t-1! 11 0 COPYRIGHT© z O v 0 cc a CITY Of TUKWILA APPROVED MAR 1 1 1997 AS 50 ED BUILDING DIVISION RECEIVED CITYOF TUKWILA FEB 031997 PERMIT CENTER 1 1 1 1 1 -1 1 1 1 1 1 1 -1 1 1 -1 U O 0) w m S rn DATE: 10 21 I DRWN: G.S. PLAN NUMBER 6P CRANE DESIGN, INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET — SUBJECT TO CRIMINAL PROSECUTION. VII - 'CONTRACTOR NOTE — All Dimensions Shall Be Checked And Verified Prior To Construction. LiJ 1_ -J L -J L LEI L J O I VP' Gat- IG2grE, Fe vrA1l, - nr.. - ' - � 2 -B " I.: 3 -% - I I .i GO: coLIcrzerE sre-1 a :' _ 4 1 12 coNci�rE r -r6,. I - ,1 ,� I; I Ii _ I (ptJGaErE 51.h13 I ��JLOr' EA 5" 1-1g64- � I : , � 1 el C,01.I6...t2 sT I(iGOI.Ll2ETE Fh2711N/(' of I(O 3' a• FOUNDATION PLAN 1/4" GENERAL NOTES •A9 headers to be: 6x8' 12 OF or theft DF (2x8 studwails) Unless otherwise noted •Ail euterbr & garage warm walls to be 2x9 studs. •Corrtractor shall check and verity all dimensions prior to constriction. •Gldters & downspouts to be provided as required by cede. - •Doubie past wider all pareliell g walls (il over 5-0' oc -0' that do na.stac kover -wuls below «.special • beams) and -nail together wltr, l edati2'"o.a stag -' gering between members:_ .: •AI bcits rtwtt extend 3/4' min: above Bile: or single modsals for washers and nuts. ' IJ , 62t., . p R FP o_. - e i I To Esc e5 o'' c mv. tJl ��FC 2%s.�i gl°lr -r IA- Itro= 8 ' ezil.lt ��lto=.`1, Iv \/ k;i rer.zov (lo) I CITY OF TUI(WiIA APPROVED MAR 1 1 1997 AS hOIED BUILDING RECEIVED CITY OF TUKWILA FEB 0 3 1997 PERMIT CENTER. COPYRIGHT© 011186 PING SO 22 DRWN: REV: DATE: 10 -2 -11 CRANE DESIGN, INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET — SUBJECT TO CRIMINAL PROSECUTION. 'CONTRACTOR NOTE — All Dimensions Shall Be Checked And Verified Prior To Construction. FLOOR FRAMING PLAN 1/ 4" - r 0 E>E 2x t2i c i (s) O .G.. . r - A t t X u/a�t�L,R.E (� r i - u , . 22 p l-1 1-1:2-r-10 101.01 - FIB 73Z1o. c0 ico�a4, �'fL ffEh J l; GENERAL NOTES •Ab headers to be: 6x8' !2 DF or 6x6' NI DF (ace studwalls) Unless otherwise noted. •Ali exterior & garage warm walls to be 2x8 studs. •Contractor shall check and verify all dimensions prior to construction. •Gutters & downspcuts.to be provided as required b y ee. •Dcubie.laist undecaltparaleling walls (d river 5' -0' or 0-0' that do not.stack over-walls below or special beams) - and naddogetherwdh;18dfat12 stag.' gedng between mernhers: .AI bobs must Wend 314 min above dale: or single , mudsdts for washers and nuts. ' COPYRIGHT© CITY OF TUlOMIA APPROVED MAR 1 1 1997 AS NOTED BUILDING •eUN,MG.o2 CRANE DESIGN, INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET — SUBJECT TO CRIMINAL PROSECUTION. Trusses shat be designed by 9 Washington Stale licensed structural engineer. Truss design shall be submitted which bears the stamp of the same. Trusses shay be manufactured in a plant meeting the requirements of UBC section 308(g). Each tons shall bear the duality control stamp. as well as manufarburtng plant name and address. design loading and maximum spacing. TRUSS NOTES: ALL TRUSSES Shaft carry manul. stamp & be Installed & braced 0 manul. specs. Wftl not be Held altered without prior BLDG. DEPT. approval of engineering eat.. Shag have design details & drawings on she for !told Inspection. All beams& headers to be 6 x 8U.N.O. Provide screened blocking over supports. Shaded areas a frame over. RECEIVED CITY OF TUKWILA FEB 031997 .. - PERMIT CENTER ATTIC VENTILATION CALCULATIONS ATTIC ATTIC AREA V HN[llA210N �'PJ+In.A210N ]KCAL AREA DESCRIRIDN REWIRED 17D✓IDED I % 14 �a� <r� 1U 158 , -_-.22 1 6 , - . 1 , ,,,:,-7_ 0 ',-i O �� 00 15� x � �Fp = 5e="/- --� 'f b (012 -EAVE VENTING TO PROVIDE 47in2 PER LINEAL FOOT (PLF) -RIDGE VFVT TO PROVIDE 18in2 PER LINEAL FOOT -ROOF JACKS TO PROVIDE 641n2 EACH MIN. '- 24'tp =450in2 -ROUND GABLE END VENTS TO PROVIDE THE FOLLOWING 1n2 (MIN.): - 12"�113in2 DATE: REV: IO 91 DRWN: 'S. PLAN NUMBER CRANE DESIGN, INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET — SUBJECT TO CRIMINAL PROSECUTION. X2 1 -11' rtop G' i21CYaE� 8 mrt- I4r I \ \ MFG. TRUSS & RAFTER DETAIL 1 -1 /2" 'CONTRACTOR NOTE — Al! Dimensions Shall Be Checked And Verified Prior To Construction. FAJ I Li ��1•n Tffo � ' - �YWG��P JOI`%1Sp 1(�GYi li k i Ii i I� �I 4x3 OF �rL EJ,1T{2Y BUILDING SECTION 1/4" TYPICAL STAIR DETAIL = M ,..TRU ES 24! o.c. c-I TJI -I re1.119 o . G 1.; m � & �� t�rG J . I (R a '-q- u, r-rilcKl -fraJ i -b-1 z ci >- - -r ;4 , r CITY OF TURWILA APPROVED MAR 1 1 1997 AS NOTED` BUILDING DIVISION RECEIVED CITY OFTUKWILA FEB 031997 PERMIT CENTER lNUH,,,G AD. v)/ikles= rrP DATE: REV: IO 91 DRWN: 'S. PLAN NUMBER CRANE DESIGN, INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET — SUBJECT TO CRIMINAL PROSECUTION. X2 1 -11' rtop G' i21CYaE� 8 mrt- I4r I \ \ MFG. TRUSS & RAFTER DETAIL 1 -1 /2" 'CONTRACTOR NOTE — Al! Dimensions Shall Be Checked And Verified Prior To Construction. FAJ I Li ��1•n Tffo � ' - �YWG��P JOI`%1Sp 1(�GYi li k i Ii i I� �I 4x3 OF �rL EJ,1T{2Y BUILDING SECTION 1/4" TYPICAL STAIR DETAIL = M ,..TRU ES 24! o.c. c-I TJI -I re1.119 o . G 1.; m � & �� t�rG J . I (R a '-q- u, r-rilcKl -fraJ i -b-1 z ci >- - -r ;4 , r CITY OF TURWILA APPROVED MAR 1 1 1997 AS NOTED` BUILDING DIVISION RECEIVED CITY OFTUKWILA FEB 031997 PERMIT CENTER lNUH,,,G AD. N NU.•[• i TYP. ONE STORY FOUNDATION() NAIJbRA1L'! µ.ti 7H1r �v�^ a i 1.9 flIOULb N m ftr � , 1 TH1 13teemi W a . E -� ttiSit+� ' .R �Fy1'IA! OR 7�p� pA. T1LVl 2 GROS S -ytGTeFM.L °t - Lm 1 ac 4j.j4=_7 G N HFJC CiJ S�ED .41' plts TEI•l'711 L41'G e .1CA1.16 ! " L A� T} � q, TDP 4 cartz'1 OF THE Aa-1 BerME`za vrut, 141 uU+c. U 5* D 'MKS iP TMC WALL. WbEK /ND DrAIRD 13 STAIR SECT! AL Mk t0 Wilma ONns SHEET SDRCriO wawa Frosecuno . '.SM,RrlCTon 1HO7E -AI Mr..* Sre M armed And V•NMd I•rlor To 17q1-001 FLOOR JOIST DDL. JOIST LEDGER TYP. TWO STORY FOUNDATION ATTIC INSULATION R -38 ELEC. RESIST. 5-30 GAS (14051422 NSUL. 21/ E,J1V. R -VALUE TO DE USED IN ATTICS WHERE CLEARANCE NOT AVAIL. FOR DATTJ 10' GWD (TIT, tiN. ."/ri' The* WcEx- LA'TMEN1, 0.11.0. - GLUE 4 NAILING (IOC • 6' GC. EDGES 4 DLOCXPS. 10' OZ. FIELD - TIT.) ID. 32/16 R -IS BATT INS. UM VD. FLOOR JOIST PER PLAN TYP. WALL SECTION® TYP. GARAGE FOUNDATION() ATTIC VENTILATION VISO OR 1/300 CF SPACE - - SEE PLANS FOR ROOFP5 CCNST. SEE FRAHRb �y�pJ N E-1.. JOI CY HAt-P I FA a NJ q EEtteV two � tri7i.Ehs EIl4116E. W/P ACOVL -TYFIG.L U O DDL. TOP PLATE 2.4 RIH 4014T- 0 r -1M OaE I i 11�TIL7.- •j'h1F 112.15 NURaluui6 11E G 2-0 etc.. GTC Hi C 4 Ac. -T(I: U114. ( 2 Gp x 1 �� 9 (( 1 // H.� 045/5! /11•X-¢0&- not AVM. RaJ SNWitRIJb IlA1Lli1• (i OG H4jc. 61S RS. CEDAR FASCIA W/ CCNT. MTL. GUTTER V1GhOElt - TER 1111.1001.1 - 050 01 -44.1 EX, IUAR1 WALLS - 2x6 STUDS • l6 00. oval' R - IS BAIT MS. W/ VAPOR BARRIER 41/ MFL y1V /PI. RATED FGK 1WU41y t SmolJri)- mIDTALL pU1 TAPCK ac rear D ai.le 1 S1DII.l�i i AU. V.IsAnloJeo- T(P1UJ- .-IL exmiz1g2 WALLS, ¢,L 001*T4 01441E I?f 2,4 DILL - 3r . Ihi R7R - IYHVt- FOUJC4 -11 ZO NOTES. 1 -1.1.. 0X'1!* 1U 1OPe. 2. INTERIOR WALLS TO DE 2x4 CONSTRUCTION TYPICAL EXCEPT • pLut-sSING GARAGE SEPARATION z TYP. BASEMENT SLAB() STEM WALL 3 TYP. POST TYP. BASEMENT SLAB E 2x6' P.T. MUDSILL 4,S/S' x 452. • 4' -0' O.G (1a-: Gent at G.c11 TNEF, BREAK 4' eCd051!CdCv..i!*-1.45LOVER WnlxWi w�1M�IuiJ o `R -10 RIGID MS. 2 -'4 c« 2MiliR9.W MAR 1 1 1997 AS NOTED BUILDING DIV1310N ril; p •Jrug I C I µ p Opl��p���2 I1'5UL. 24' CLEAT (EA SIDE) OR SIMPSON 1111. TIE (PC TYPE) t6 itur 8 e2W 'SE no 0 ° W.� x RI.1 OR. P6 GRADE CONC. PIER -PER PLAN RECEIVED G. MIL VISOUEEN CITY OF TUKWILA FEB 031997 4 BEAM DETAIL f + PERMIT CENTER COPYRIONTO 1 1 1 1-I 11 1 I 1 -I 1 -1 1 1-1 1 SIMS WWI& MINION Ati MAL *MI le B SMALL WOO MMiF — MOO to mew h1otaxoto . (2) 25.11 2 faitg X 1 9 9 SNbs� • I • OC. Tfl'1 r t eAte- 13 B• sgz. I.L44j rat gI2Z MAT VARY - SEE PLANS) Cowfl l$JOU7 N 4 aR (� � ) J p OIiT (17 rPl•DE7[ CO�W LIOF' i�ti�l. 4 aa�T�F -a RIM OR FOU4IDAT01.1 ,ODETAIL 'A' d IIOTI — AI Olmorx r SA d A $1 mm M SF gwaYd V•, d Poor To CoeMal. 4Wy�F-OR ?W 1'F1 71M. 2xu JTUD —SOLE PLATE NAILED W/ Sad • S• OC. - STAGGERED. PIROVIDE BLOCKING • RU1 JOIST RIM I PLOOR JOISTS AS PER PLAN PLY. SPLICE SHOULD BREAK ON COMMON MEMBER Ed • 4 0L. • SOLE PLATE, RM 30151 1 TOP PLATE DBL TOP PLATES 2x1 STUD WALL BATT INSULATION (1 3 /0 x10 AS.• 35• o.C. ;xi P.T. DP. MUDSILL ed • 8 00. a1 RL25•2 Ca41(1 N01210. £ 12 1 4 veltr O. IV ac- 14/I.L l-IATE 2xu FUWSED 4µU. 13/ R -11 14YSUI...TIaJ 4144 4 r1li 2.1 x W2.1 THERMAL BREAK R -10 RIGID INSULATION 2 - DIA_ CONT. 3 „ UP -3 IN mat E1g91t Tt7P 0l >o1V 1 1.u, rCrc.b- Ca.tro CTV P'ER catirbcrvlc &xe 1(11024180 lace �s`ar” (DYd \ 111 = 1111_x' % H I = III =1 wpm- --11 1111 �1 T11bJc J> rozrnae Ci2AIiI ()GRADE !SEAM AT GARAGE "17 rasigrk cr MDATION / RETAINING WALL CT ION-BEARING SHEAR WALL FTC. 04•- �'NM41 INPQK L) 5/9' DIA. x b• 4..44$•oe. 5111* A' � I4. 5 lit. Bolt a 3P oc. 111/ 5x4 Pit. I5 *ILL) cur�p ��n UJ S fie , I --�- -I T1 2x6 STUDS • 43 O.C. • 3 STORY, 2x4 • 1 12 STORY 4' CONC. SLAB OVER GRAVEL FILL_ W///xU x12.1 1414. I •SLHB &MIL VISGLEEN 111 I' SAND OVER • LIVING AREAS 2 -M DIA. 3• UPI 2 OR 3' DOIIN ®NTERIOR BEARING WALL ON SLAB WOOD STUD FRAME WALL SHEATHING 1' AIR SPACE (2S) NON- CORROSIVE METAL WALL TIES srclm So As War V. A., 112r MORE. rw+ 2 sa. Pr af_ w 1.444_ �Jr a 2'T'r' AG. Lost- lice. W000 JOIST SYSTEM CRAWL SPACE OR BASEMENT FL n° - `DEL 3 HIFIIl1U ®SECTION SOLID GROUTED CORE •2 119. C K Q 14/ 4• x 8 x 2' BRICK g et IFIR -µZ�(� fa DI EGT 101.1 ©TYP. BRICK COLUMN AT ENTRY fl AL 411." R ULK t kirs rl 11" FLASHING 3h DIA. IIEEP 1mt5 2' (121!) oe. RECEIVED •S MI1111-L)M CITY OF TUKWILA FEB031997 8•MIUIMU-1 PERMIT CENTER oIR O° -s08 CITY OF TUKWIIA APPROVED MAR 1 1 1997 AS fSOTD BUILDING DIVISION cGFTIRaNT1 1 I 1 1 -1 1 1- 1 1 - 1 1 1 111111 1 1* P4 MUMEx s 1 P r! r► Owl r ti i ; ty 1 i` ij I i� l 1 1 1 i 9 1 6 it 1 - r r � ! g ;1 g ' g I i z .. q a l 5j gg ii 6 41 v I i I R � � R -� �� �� � �R� �,� � � 8��, � � — � i t ii! 1 S ! g a I ii 0 " D i ! 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Fa o g ; �p r ,.h � ph -741A1; IliKA.g ii Piiiiiri 2 .41 v ;44iill' 3 t 0 I O CUMIN NOM 01111121l WOOL RAPE F MT -INS MOLL //.111111110 110 .1�G. - wwrrrr. wlww 1 A.Y1.U- I.I IWIM.L J♦i .:.:".7.'.. 1 28. FIbubmdd. 1 7 h_ "ti3mm) • I V. Panel se.. ba ingt h - 413 a1111 ak. s k" 116=0 . 22. w'andamrnnni pm...4 pvlild..di bbbikm. .4 WI deahtis (bfmim`l: .ilea i ° _ .- k . 1 k - 11 t h" Combination a Om-abvlgtemMfmoAVkP teri 3k. and ka tk•_I• I "11 tt. 0c..ap Order and beam 1 22 "Menlo. r t VIM to t im aaldrp0i; moth b 23. MI. reads 31 1 "03 amlbeece mach aed and plrt face nag it. 1 a11•423emt 203 mm1.11.144 m 1m lo caebberiq Ht. Cdet{jalompaaM tWes. face wan 19. 9damp1s.maa0 It CauYam heeler m nod tamal 17. CramjelaL bps ever prtnbtaface. 1 14. Oatlraeaa badet eaa pieces 13. Was ctepea. soma !2 FM join b cop pf.e.mai V.. 'hp 3�ae>• bpa ad klenmbm. fee era V. Dmbkdas rypedfd Dadde wpadmn lap gt IL VW.' beam joim sedan Mop t. Scud mskplre 9. 1.1111. ante ( W l Sale plre Wahl aW 1iq.gpdfml Sak aftetepain a aaelwep.abracal sh 7. iappla.... .eedaa0 1 4. Raft.. r t r[23na a lXr mmlablbecmadt j& 1 rols.sah0aamjantor de.b0dadtmeai 2. sil t,jam.maaae9aa 3. rYr923/want 132aan1abncer mien semi*. In Wa6:tm a 1 I. 3/wMla3rrpr admtAapdecaortal 23 eiv co a C) Re s 9 0 0 G) Q I rAtlOrot!'(1 ri3 nN ( n N j3(�IPN 4h @0 try NrAN A " A=i y xmr� ( +mwu (l �Z X 3 ° alA° N22;J, OU EA m °N °O' .211 r N 1° z 6 rx( ='n _� ( alm. n m��DAA-'M� ~° md$h�cn�(0 N e4imk°A 1P m$ I\ 3um+p x�Irn 0��'ptp�p Oy 3 0 ;' N N ey tl Hil II!I 11 d Mil NI � li ',4 Oi 04 NOR! O R , Jr iii l • o o pi 3 E ail i QDiri nMi a Ro D it i11 Mil i!I ;Ili = 0 p � $�bau �oo� 9m c o $ I gC- 7 i._ a . ,,, ,,0-2-,,iii aEE $ _ q Nit R °A g2a $i P en F31 I WI E W� . Pa O p ,a b = h u m $ E Mil hE �: o tag a ° o m R � � D ¢� R S N 9 D � � p ¢ d ( A �Q�e � �plr d. ° W i�S t. ; a [° n 1 T pi`rr"i °- �� � a� [1g ° °i�� �i�� � �' � ° o S hriq rB E g g iph -�� 0 I N�co�- g 2; $ = -t(o. o WM F r an p' rBm I � Q1 r - E -� m • - � _r ?'D� j �i4g ° � @� A m ?2 j � O HO $ 00� 140 � c .� *N. �tl"1 3 i cpOl r �¢$ , p rm� °NmD A dx �n ~ � 4 A mg.g�T h ? +"DA z � EE yD m r � zDO wZjq -(DV 11 y�nj 1L N C Ol fll 'p .y �@ o �p ph. 'f-91.1216p io a j AF rN �(£ ffl T $ e n yggt nt E $lur fri 2 -'04 mr % P 109 OF �O rli0 t h$ Nr EN � h $m g h s N dp KENT -25022 104th5. Suite E 859.2954 FOR: jl T GIG HARBOR -5775 oundview Dr. N.W. 851.91 BOTHELL -22833 Bothell - Everett Hwy. S.E. Suite 212 486 -4631 • � RANE SPOKANE -1000 N. Argonne Suite 230 891.6667 esigm OLYMPIA -2405 Pacific Ave. S.E. 352-2022 OCEAN SHORES -873 PT. Brown Ave. 289.315 rt a ��1I 1 3 g ? F M [ F y� O X 13 " IN 1W rd i i 3 m OE A�N(A� 2 I c 0= 2 �(� (�� D ;;!.4,1 $( Pi D wL N °- - a N an m Sys+ AN 61 p 2 A h tN q :1!: ; 0 y : A t : t( O BB =N A i x 0 rtr 1 114 O r A w (0 a E< N ::! zO Z < Ot j nr iD `�m�$ °~ v ° AD° N_ Q�01 m Ox+ 2m 4 E E ° SD� °A .1 :"D p AN ,c�z ��z 1 ��m D � t r q � ��� E i@ m � � .�, @ R w� Atn g�0 AFO N INW fl 5 ° �� oy rz p� A �- A g 41; S k i r [ � II � b , REPRODUCTION OF THIS SHEET SHALL BE SUBJECT TO CIVIL OR FELONY PROSECUTION. 0 ANI ww :N01-1.V ciNno WALLBRACING PANEL SC7tEDOLE Plywood/0SO 34 It - 61 n0. /6 (edges) iroe. (Odd) General Notes: °J GWB • 1)2 x t' x Y - • oxM1tt Meader oaWaor•ntboard •throe. 0r.ced all pene1 sole phi et nailed la floor end lop plates 7676 be ind:ored lo- filming above. 14here)oitls arc perpendicular to braced waT lines, ovide bio61^2..der and In Iln: wllb breed wall panel.. I C. U. E. • GWD • I/T x 4 x t' (Iwo feces) 3deoduewaEboard is r et a 04Tesho•s Slrsebral Pane! Siding IA"xN'xt• Cono510 . w.d 6d rafts at 6d 0.n (edges) 12"•.e,.(6dd) I Q INDI AM.'", r'ANI:L- One •story ,h braced panel 3 /8 - x 2,x let oiler Nai1.g td at 6 (edges) IT we. (Odd) Bbckbg requbed .1 as edges. 2 arxb en bolts placed se gown, Point' Naldowat -110M d e•eh ea F. Two -zloty .it braced panel 326 "x216 - x Br or less rly„",.od or GSB (two lice.) - Nang td ae 6 - o.e. (edg11) 1 1 12 112(144) I Blocking regxired at sB edges. 3 exhor bolts p4ttd as Bnh points. Holdover's - 30001 at ea /bend. CRANE OEl102. INC. RESERVE. ALL LEGAL MOWS TO InATERthl OM The SHEET - SU61ECT TO CRIM0IAL Pp06EC iron 4x POSTS OR (212x STUDS • M31 16' O.C. 1/2• PLYWOOD W/ ed NAILS • 3' OC: UN.O. AT PANEL E.DnE EXTEND PLYWOOD TO 041t.40. RIM JOIST 1 SILL PLATE. Ia1 0¢ °0 3900' CAPACITY STRAP 5101002646 # 11NR'MT UNO (SEE PLANS) CONC. FOUNDATION t FOOTING # NOTES, L ALL STRAP HOLDp1UN5 SNAIL BE INSTALLED PER MANUFACTURER'S SPECFICATION6, INC2U000 CORNER INSTALLATION . TWO WOLDOUNS CAN BE USED At E4CJ•1 CORNER TO (1EET 251E REQUIRED LOAD. 2. 4LTER4ATE T: PES tS 4PPRDVE0 5/0/00515 CAN BE USED IN PLACE OF STRAP 5101001643. 5UBt11e 0E14155 FOR A227J0Y A..7,COVAL °PANEL AT FLOOR OVER CRAWL SPACE (-;`{PANEL AT fLO'7R OVER PONY WALL ONEADER AT COINER ALT. BRACED WALL PANEL. (PRl Gsl 51RCV1410N9 Par I( 2 STORY $UILDIHCb 232*.il.3 .. • 2x4 TOP PLATE MEADEl3 7 1•221' 2 Cs(CEPT1o1.) Pot 2 31 5110 smile - i - Ilsl: 21101E FIRST STORY oW 4, 24Te010 1) EA FLIrANEL 9)T4,L4 S$ SHEATHED '214 EA. PALE 2a A13C3408. Iboa..14 PER PANEL PL41) 20 e 01.1E - PI PTl-I 5101141'5, 2s) boWN DC.V1e5 LP PP e+2R 9NALL µ0Y •- BL• Lass - rt -IA.µ Boo° 50.4. .. 'CONTRACTOR NOTE - M Oxn,nbn• She N C•CSW And VM6d Prlur To Connructlon. 2 - 2x STUDS NAIL 614EAty11NG TO EACH, STUD Dd NAILS PER TABLE 23.1 -0 APA RATED SHEATHING 3/6' MIN. 2 2.1 BLOCKING At ANT 0.LTLLb0D JOIN1 511744,22 ca P6dy L APPROVED HOOKED - END WOOD 'TO CONCRETE CONNECTORS WITH 1800 CAPACITY (MIN) 2 - 2x PLATES - NAIL 5514101µG TO SA014 PLATE - N.11? DtA. A.15. - 1'1 Este EOl O OUART!R Poll•tTS PER SEC IBofn.61 114 HooK4 OVER HO,D01.1IJ 1 NA 8AR .014T TeP t) Be7YV r'1 - # NOTES I. ALL STRAP NC: 001.715 SNALL BE INSTALLED PER MAMFACTURER'9 SPECIFICATION•. INCLUDING CORNER NStALLATICN . TWO IOLDCWNS CAN BE USED 41 EACH CORNER TO MEET TFIE REQUIRED LOAD. 2. ALTERNATE TT' ES C1' APPROVED 11OLDO1INS CAN DE USED IN PLACE OF 500 -'P NOLDCUNS. SUBMIT 01141L5 FOR As•-al )' A.PPKa4AL -ix POSTS OR (21 21 STUDS • MIN 24' OC. I • PLT010OD W/ 6d NAILS •3' O.C. AT 29.14BL. EOY.E'4. PPx-A 6TL 061. 2'/2' BOLT Hid 3500' CAPACI FLOOR TIE ANCWORS ,- SW D)4. x 15 A B. 02 2x PLATES 2x P.T. SILL PLATE 1-1PAyo22 6R Bd7UNL 3900• CAPACITY STRAP 1IOLDOINS # 1 2x0. TOP PLATE uEADER NAIL 9'EATNNG TO HEADER AT 1' O.C. Ella 2 - 2x STUDS NAIL 9WEATWING TO EACH STUD Ed NAILS At 3' O.C. ALL PLATES. 51ADER9 1 211.102 APA RATED SNEAD -MG 3/0' MIN 2410 EXP. I 2 - 2x4 BLOCKING AT ANY PLYWOOD JOINT 4 PA4D222, AR. E64.16.1. APPROVED MOCKED -END WOOD TO CONCRETE CONNECTORS WIT. 3500' CAPACITY (MIN.) 3 - 2x PLATES . NAIL S.E.ATNING TO 14CI1 PLATE I/2 • DIA. AB. - 7' MBEDMENT 00211 10115 FOOTING OR SLAB EDGE NOTE, FOR USE IN GARAGE END WALLS AS SNOWS. IF A FLOOR INTERVENES BETW'' -EN FOUNDATION AND BRACED PANEL, THE PLYWOOD 31411 O0E1 LAP THE RIM JOIST AND SILL PLATE. PROVIDE µ01.00W5, BOL15 AND PLYWOOD N41LWG AS SWOON. 1F USED ABOVE PONT WALL USE DETAIL 01. EXTEND NEADER TO CCR:ER 1/2• PLTWCCC to ed NA'L9 • 3' CC. dx PC5T,- CR r22 7x STUDS -3x BLOCKING • FLTW JOINTS ()HEADER S LIcE 2.4 TOP PLATE MAR 1 1 1997 HEADER AS ttOTED NAIL S1EATIJING TO uEA IRDAG DIVISION 1' O.C. 811) 2 - 2', STUDS NAIL SuE4114ONG TO EACH STUD Bd NAILS At 3' O.C. ALL PLATES, WEADER5 1 STUDS APA RATED 5014111 G 3/8' HIµ. 4/0 1XP. I 2 2.4 5LOCKI40 At ANT PLYWOOD JOINT 42 5100KED-END MOD 10 CONCRETE CONNECTORS WITH 2400• CAPACITY (MIN.) 2 - 2n PLATES NAIL SNEATWING 70 EAC• PLATE • CONTINUOUS FOOTING OR SLAB EDGE NOTE, FOR USE IN GARAGE END 24119 AS SNOWS. IF A FLOOR MTP etvE5E5 BETWEEN FOUNDATION AND BRACED PANEL, 119E PLYWOOD SHALL OVERLAP THE RIM 901ST AND SILL PLATE. PtOvIDE ITOLDO12, BOLTS AND PLYWOOD N41L1N0 AS 5NCILN. IF USED 480115 . PONT WALL USE DETAIL *1. () DETAIL Z (24 NOW LATERAL RESTRAINT PANEL) NEADER FE(1 111. -I 1200 CAPACITY STRAP TIE AT 07110.11 5.0 , 3/6' PLYWOOD, W/ S4 NAILS • 3' O.C. Ar PA-1BI.. 4 POSt9 OR (2) 2x STUDS 3x BLOCKING • PLYW JOINTS COPV5,0NtO CITY OF TUKWILA APPROVED 6 RECEIVED CITY OF TUKWILA FEB 0 3 199 PERMIT CENTER 1 1 1 11-1' 1 1 1 >1 1 1 - 1 1 1 -11 I li 54 58 PLAN M.SINER CRAM O 5 WC. P S W V E S ALL U 1 1 3 A L ROM TO MATERIAL ON BO SHEET— SUBJECT 10 ORAPULFRCSEQ)Tlp4 D }ROTE: FOR TYPIGIL SWEAR WALLS 41 HORIZONTAL DIAPHRAGM NAILING SEE SCHEDULE ON 6 -3 (TYP.) U WaEi FOR TYPICAL SWEAR WALLS , HORIZONTAL DIAPHRAGM NAILING SEE 5014DULE ON 5 -3 (TYPJ U.ON. ' TYPICAL SWEAR WALL I IN'fcIQtJR to PLOOR JONt)- We(JPPasreo PURE PLAN) 14PAND22 ($T1'IPSON) - ROR LOCATION SEE KM WIRE 550411550 V CANT. REINFORCEMENT A. 10'- FOR SIZE SPACING SEE PLAN tlMT£, FOR TYPICAL 54 WALLS 1 NORIZONTAL DIAPHRAGM NAILNG SEE SCHEDULE CN 8-3 (TYPJ U.ON. ' TYPICAL OHEAR WALL (5 c01U JON? PO M POILAR t0 IAD '6ss$ MCTOM NOTE — AA OknlIni•li .,, ....- Y: v, Ftla, TA Ca./OW NOTE: FOR TYPICAL SHEAR WALLS , HORIZONTAL DIAPHRAGM NAILING SEE SCHEDULE ON 5 -3 (TYPJ UDN. O S44EAR WALL • FOUNDATION WALL (2 $ 4EAR WALL PC NDATION WALL TSEcTION !BOOR JON? POPPOCI0LAR10 EWE) v (ILOOR J0151 PARALLEL TO WALL) SHEAR WALL - FOR NAILING / TYPE 6EE SCHEDULE SHEAR WALL ten MLA) DIAPI#EA*1 ME E e HPAH022 (46-0104) - FOR LOCATION 6!E PLAN WERE REWIRED .4 CONT. REbRORCIR1lNT AD.. 10'- FOR SIZE SPACING SEE PLAN NOTE FOR PI CAL SHEAR WALL , HORIZONTAL DIAPH RA NAILING SEE SCHEDULE ON S -3 (11`59 UON. O T YPICAL SWEAR WALL (PARALLEL 001 14.000 JON•)- UIJ•SLIrtDRTBD 9071, FOR TYPICAL SHEAR WALLS / HORIZONTAL DIAPHRAGM NAILING SEE SCHEDULE ON 5 -3 (TYPJ UDN. . TYPICAL 8WEAR WALL Jo4t PARALLEL LLEL W}II SMLIJ 512422 OR ROTA. • STUD - BEE PLAN DOUBLE JOIST NAILED W/ Ibd•O OD. N6 - STRAP TO BEAM LW 5 - 5d TO BEAM - Sd TO DOUBLE JOIST NOTE: FOR TYPICAL SHEAR WALLS , HORIZONTAL (2) Ibd - b' OD. (EON) 2x SOLID BLOOCRG WALL lid - TOENAIL • 5' 00. EA. SIDE STAGGER NAILING SWEAR WALL MILIPIAMO X11 (2)16(4 - b' 00. TO 2x BLOCKING • WALL FLOOR JOIST 2x BLOCKRG 11./ 3 -I6d • JOIST , DIAPH_ BEAM - SEE PLAN NOTE: FOR TYPICAL 51-EAR WALLS 1 HORIZONTAL DIAPHRAGM NAIL.. SEE SCHEDULE ON 5-3 (TIP) UDR DIAPHRAGM NAILING SEE SCHEDULE ON 5 -3 (TYPI U.ON. SHEAR MALL (SEE PLAN, HORIZONTAL DIAPHRAGM 3 - lbd • JOOST DIAPHRAGM DOUBLE JOIST NAILED W/ 16d • 0 O.C. 441 LS .5JU6 Tb NOTE: FOR TYPICAL SWEAR WALLS * HORIZONTAL DIAPWRACd1 NAILING SEE SCHEDULE ON S -3 (TYP.) U.DN. 1 TYPICAL SWEAR WALL (1.55&1 1 RI 8001 JOISTS)-SUPF0RTLxD NQ, FOR TYPICAL SWEAR WALLS 1 HORIZONTAL DIAPHRAGM NAILING SEE SCHEDULE ON 6 -3 (TTP.) LION. O VERTICAL - WALL TO WALL CONNECTION (!)SECTION Ibd - i'OL. 2x !BLOCKING Wd - b' OC. NOTE: FOR TYPICAL SHEAR WALLS 1 HORIZONTAL DIAPHRAGM NAILING SEE SCHEDULE ON 5 -3 (TYP) U.ON. ' TYPICAL SWEAR WALL (t tA MU(* to Rao* JONt /- 51111tlILTED lad - b' OO (2) Ibd - 6' O.C. 2x BLOCKING W/ 3 -16d 4 JOIST 1 DIAPH. MAX TYPICAL SHEAR WALL (SEE PLAN) (2) Ibd - 6' 00. CITY OF TUKWILA APPROVED MAR 1 1 1997 AS 901E9 BUILDING DWI310 2x SOLID BLOCKING ADDITIONAL BLOCKING F OFFSET MORE THAN 24' A34 (SIMPSON) 32' O.C. -5d 144.11..5 25 BLOCKING W/ 3 -I6d INTO JOIST 1 DIAPH. NOTE: FOR TYPICAL SWEAR WALLS 4 HORIZONTAL DIAPHRAGM NAILING SEE SCHEDULE ON 5 -3 (TYPN6gRI CITY OF TUKWILA ' SWEAR WALL OFFSET FEB 0 31997 (MI11a.c.A.IIE 10 JONf) PERMIT CENTER 1 1 1 1 1 - 1 I$ 1 1 1 - 1 1 - 1 1 1 -1 I i h E IMTIt 51*, ■I:V DINE 0111216! . NEldM 1/41. LE001111014114 TO WINK ON 11111 SOW — WINECT TO CM114L M1061dff10ll SHEAR MALL reet N) 6' O.G. DOUBLE JOIST NAILED UV led - T2' OL. CD SHEAR WALL OFFSET (rA31ALM tO JOIN HEADER - SEE PLAN (EXTEND HEADED ?NM PANEL) T FOR (YMCA. SHEAR WALLS • HORIZONTAL DIAPHRAGM NAILING SEE SCHEDULE ON 8-3 (TTP.) LION. TTPICAL 6HEAR WALL NAILING (EA. SIDE) SCHEDULE ON SHEET 6 -3 (2) 16d- 6 . 01:. 1661 - I6 OM ad - 4' OD. MIL INtd tot. 1 bE)TtOM Ix ateedNe Jodi? 61'h. W J0111 1 DIMIL 2x SOLID IELOCKI O Ii -168 uV 3 -16d NAIAD tO u,IMAFPty BLOCKING dOl Ii JOlif l Make KAT Mat J611t 16d - 6' 00. INTO &0040150 t TOP E SHEAR DILL (SEE PLAN) TOP PLATE 2x4 Sd - 4' 00. TOP PLATE NAIL SHEATING TO HEADER 4 00. EA. WAT -TTP. (2) 24 STUDS NAIL STUDS UV lid -i' OR 4x4 POST (2) 2x4 BLOCKING 1/2' CDX PLTUIDOD ONE SIDE IW 1Od -3' (FOR 1' -6') - TTP. HPA 44022 HOLDOUN UV 24 - led NAILS EA. END (OR 4024) S(e Q k W' AB At CONY. CONC. FOUNDATION - CONTRACTOR NOTE — N E4Mnlbr INA IN Chid. And V•rMW Prior To Wutru1bn. RIPPED 2,44 BLOCKING TYP. ROOF DIAPHRAGM NAILING - SEE SCHEDULE 2x4 BLOCKING WALL TO MATCH WALL EELOW PREFABRICATED TRUSSES • 24' O.C. 016 RAFTERS UV CUL JOISTS - We PLAN Id 11 4' dG. 2x NAILER UV I6d -6 00. TTP. EACH SIDE NOTE, FOR TYPICAL SHEAR WALLS , HORIZONTAL DIAPHRAGM NAILING SEE SCHEDULE CN 5 -3 CRP.) UDR T el-ISAR WALL OFFSET MOOR JNMI61 M'Mr51GLLMt to lbctaliaill 114E NOTE, WORK 1110(ION1 N e TOGETHER C SECT ION Id -6' 2X BLOCKING OR RIM JOIST A34 (5! PUON) • 32' 0.C.11.1/ e - ad NAILS INTO SOLID 13L000/4G 1 TOP PLATE OROOF PIA GM / SWEAR WALL (! CONNECTION 2157436 W/ 26 - led NAILS OR 572122 - SEE PLAN 8EAM(DOUBLE JOIST - SEE PLAN CC44 MIHL UV (2) - 5/e'0 MB. • •021T (2) 5/8'13 MD.. 6 81421 0ORACTUAL Gin In PLAN FOR TYPICAL 6HEAR WALLS t HORIZONTAL DIAF!HI*AG21 NAILING 6EE. 60HIEDUL! ON 6 -3 (t71 UDM Id • i' O.C. 6HEAR WALL HALM - 6EE SCHEDULE C) SECTION 4' -0• MAX. N 111s FOR TYPICAL SHEAR WALLS t HIORIZONTAL DIAPHRYti NAILING SEE SCHEDULE ON 5-3 (TTPJ UDR (D TYP. SHEAR WALL - IMAM CONN. (X3TYP. SHEAR WALL - !SEAM CONN. (PLUM MAW (D4601.44O MAW 2x BLOCKING -- PREFAB. TRUSSES ) OR CUT TO FIT TOP PLATE A34. 46' TYPICAL CHORD /STRUT CONNECTION - SPLICE SHEAR WALL NAILING - SEE SCHEDULE 2- 164.12 MAX • SPLICE NOTE, FOR TYPICAL 5HEAR WALLS t HORIZONTAL DIAPHRAGM NAILING SEE SCHEDULE 0045-3(1101)5.04. O &HEAR WALL (muklu k Gnu moo twxia� 6 11-0021 ROOF DIAF'HRAGH NAILING - SEE SCHEDULE PREFAB. TRUSSES •24'O.C. 2x6 SOLID BLOCKING 4' -0' 00. 3 - 16d TO SOLID BLOCKING EA. END - TTP. 164 • 6' O.C. 13C E.4 FOR ADDITIONAL INFORMATION SEE SECTION - 6 FOR SHEAR WALL TYPE 1 NAILING SEE 6CEDULE RECEIVED CITY OP TUK FEB 0 3 1997 PERMIT CENTER CCh1U0570 1 1 1 1 1 1 -1 1 1 1 1 1 - 1 1 -1 1 1 - 1 9 yyyy 11 Sj�� 1:iii I EAt DATE. REY Fi 174z -I rrsNo wn- IjMU1 ,, 1 Y 1 1 1� 1 I I I 1 DINE 0111216! . NEldM 1/41. LE001111014114 TO WINK ON 11111 SOW — WINECT TO CM114L M1061dff10ll SHEAR MALL reet N) 6' O.G. DOUBLE JOIST NAILED UV led - T2' OL. CD SHEAR WALL OFFSET (rA31ALM tO JOIN HEADER - SEE PLAN (EXTEND HEADED ?NM PANEL) T FOR (YMCA. SHEAR WALLS • HORIZONTAL DIAPHRAGM NAILING SEE SCHEDULE ON 8-3 (TTP.) LION. TTPICAL 6HEAR WALL NAILING (EA. SIDE) SCHEDULE ON SHEET 6 -3 (2) 16d- 6 . 01:. 1661 - I6 OM ad - 4' OD. MIL INtd tot. 1 bE)TtOM Ix ateedNe Jodi? 61'h. W J0111 1 DIMIL 2x SOLID IELOCKI O Ii -168 uV 3 -16d NAIAD tO u,IMAFPty BLOCKING dOl Ii JOlif l Make KAT Mat J611t 16d - 6' 00. INTO &0040150 t TOP E SHEAR DILL (SEE PLAN) TOP PLATE 2x4 Sd - 4' 00. TOP PLATE NAIL SHEATING TO HEADER 4 00. EA. WAT -TTP. (2) 24 STUDS NAIL STUDS UV lid -i' OR 4x4 POST (2) 2x4 BLOCKING 1/2' CDX PLTUIDOD ONE SIDE IW 1Od -3' (FOR 1' -6') - TTP. HPA 44022 HOLDOUN UV 24 - led NAILS EA. END (OR 4024) S(e Q k W' AB At CONY. CONC. FOUNDATION - CONTRACTOR NOTE — N E4Mnlbr INA IN Chid. And V•rMW Prior To Wutru1bn. RIPPED 2,44 BLOCKING TYP. ROOF DIAPHRAGM NAILING - SEE SCHEDULE 2x4 BLOCKING WALL TO MATCH WALL EELOW PREFABRICATED TRUSSES • 24' O.C. 016 RAFTERS UV CUL JOISTS - We PLAN Id 11 4' dG. 2x NAILER UV I6d -6 00. TTP. EACH SIDE NOTE, FOR TYPICAL SHEAR WALLS , HORIZONTAL DIAPHRAGM NAILING SEE SCHEDULE CN 5 -3 CRP.) UDR T el-ISAR WALL OFFSET MOOR JNMI61 M'Mr51GLLMt to lbctaliaill 114E NOTE, WORK 1110(ION1 N e TOGETHER C SECT ION Id -6' 2X BLOCKING OR RIM JOIST A34 (5! PUON) • 32' 0.C.11.1/ e - ad NAILS INTO SOLID 13L000/4G 1 TOP PLATE OROOF PIA GM / SWEAR WALL (! CONNECTION 2157436 W/ 26 - led NAILS OR 572122 - SEE PLAN 8EAM(DOUBLE JOIST - SEE PLAN CC44 MIHL UV (2) - 5/e'0 MB. • •021T (2) 5/8'13 MD.. 6 81421 0ORACTUAL Gin In PLAN FOR TYPICAL 6HEAR WALLS t HORIZONTAL DIAF!HI*AG21 NAILING 6EE. 60HIEDUL! ON 6 -3 (t71 UDM Id • i' O.C. 6HEAR WALL HALM - 6EE SCHEDULE C) SECTION 4' -0• MAX. N 111s FOR TYPICAL SHEAR WALLS t HIORIZONTAL DIAPHRYti NAILING SEE SCHEDULE ON 5-3 (TTPJ UDR (D TYP. SHEAR WALL - IMAM CONN. (X3TYP. SHEAR WALL - !SEAM CONN. (PLUM MAW (D4601.44O MAW 2x BLOCKING -- PREFAB. TRUSSES ) OR CUT TO FIT TOP PLATE A34. 46' TYPICAL CHORD /STRUT CONNECTION - SPLICE SHEAR WALL NAILING - SEE SCHEDULE 2- 164.12 MAX • SPLICE NOTE, FOR TYPICAL 5HEAR WALLS t HORIZONTAL DIAPHRAGM NAILING SEE SCHEDULE 0045-3(1101)5.04. O &HEAR WALL (muklu k Gnu moo twxia� 6 11-0021 ROOF DIAF'HRAGH NAILING - SEE SCHEDULE PREFAB. TRUSSES •24'O.C. 2x6 SOLID BLOCKING 4' -0' 00. 3 - 16d TO SOLID BLOCKING EA. END - TTP. 164 • 6' O.C. 13C E.4 FOR ADDITIONAL INFORMATION SEE SECTION - 6 FOR SHEAR WALL TYPE 1 NAILING SEE 6CEDULE RECEIVED CITY OP TUK FEB 0 3 1997 PERMIT CENTER CCh1U0570 1 1 1 1 1 1 -1 1 1 1 1 1 - 1 1 -1 1 1 - 1 9 yyyy 11 Sj�� 1:iii I EAt DATE. REY 1 22 D 23 Li- 2 32- 5o' \ Boor 114 4 .1w Ovurh4 arf 47(4 \G 4Z'id AVE 5��23 SIDE WALK,. S 01 06' 39" W 125.v!' /° O 4o" F_ r 1 - 2 3a ®- .... .. 7'"' \ I EtuiiD Ail - 1 F trirleN ZZ7.S 1 - _ — Aaastk .!a .2- iprsx ` /St Roore , 230'8" i t 1 Z 1 twi4 E— / yo /25. 1 Exists °S4 DP.WEArAy DD airs s : 1512(, 42 "i Ave. S. orb of ffoU-Y SHORT pL,4 L.RS -oo2s" I — - - 13 2 - 1 r Ur 1 $ Zt L 2z4 L 22 Z- Sp: 1 " - -- tO —94 10 - 23Y / RECEIVED CITY OF TUKWIIA FE B 0 31997 PERMIT CENTER JOB NO. 699-001-951 STA 1 +13.75 C8 TYPE 2 -48' GR= 224.75 1E-=276..323 SD IE =220.85 SS /E= =278.99 STA 0 +00 DRIVEWAY EX S7RM CB RIM =233 17 1E =225.07 -24" EX CB RIM= 1E-22726-24 240 230 220 270 200 O O 1- O 0 +00 a IU '4ry / U STA 0-1-00 U 11% EX SSMH DROP MANHOLE •1 ; ' RIM =23.3 20 IE =225.20 -10' N 1E= 218.30 -12' S 1 Irr e 11e. U I 1 I i-DAY5 86_ 4,1 I I EXIST. II 3E7 POND ` 1 35 8 ` CPEP S =1.OX TO EXISTING DETEN 70N POND ' IE =276 50, RIPRAP 12' 77 S 8870'05 E � -1.OS Wril-en e■ ,, -F:,.-- 81 .1 = 1 8• CP P r -1 l ) I 20' INGRESS, EGRESS Z- A 1 & UTILITY EASEMENT 1 leL B10 SWALE EL =211 /I E TOP 51 =213 ] 1 1 Nh N I/ � L -] J ' I N I \ \ EL_213 / Ek S7RM CB RIM= 225.00 1E= 218.88 -26' IN S 8870'05 E NOTE: 1. RESTORE EXISTING SLOPE, FENCE VEGETAT7ON, AND DRIVEWAY TO PRESENT CONDIT,ON AFTER CONSTRUCTION. 2. CPEF OR REINFORCED CONCRETE PIPE MAY BE USE FOR STORM DRAIN SYSTEM. PROPOSED DRIVEWAY PROFILE EXI STING GROUND GOLF 8 CPEP 5 =1.01: ETA 1 +1375 C8 TYPE 2 48 GR =224.75 IE= 216.88 7 +00 DRIVEWAY PROFILE EX CONTROL STRUCTURE C8 T 2-48 OVERFLOW EL =218.9 1E-216_00 ORIFICE- 2 - 0 S. 152nd ST NOT OPEN rn STA 1 +74.40 CB TYPE 7 GR =220. DO 1E-217. 4.9 2 +00 FT STA 14-74.40 ca TYPE 7 GR= 220.00 IE =21748 LOT 1 7 +S8.12 END AC. PAVING CON7INUE VEL SHOULDER 20'X 20' TO 2-1-18.12 1 +98.12 END PAVING ELEV. = 217.60 S 88'10'05 E 202.45' LOT NO. 1 REQUIRES 25 LINEAR FEET OF INFILTRATION TRENCH PER 1000 SF OF ROOF' AND DRIVEWAY AREA. LOT NO. 3 REQUIRES 100 LINEAR FEET OF INFILTRATION TRENCH PER 1000 SF OF ROOF AND DRIVEWAY AREA. N 8870'05° W 202.45' TOPOGRAPHIC AND BOUNDARY INFORMATION PER DENNIS L. LUND SURVEY MAP DATED MAY 8, 1995. .02 FT/FT .02 FT /FT NOTE .1.. M.!/16mI.7ESJ 7]?BICALWISINHALT: 4;0010 367E OR1vEWA" . . SEC7ON FOR RESIDENTIAL ACCESS. 2. SHOULDERS SHALL BE SURFACED WITH 7 -7/2" C.S. T.C. AND 2 -7/2' CSB.G - a GRACES: MINIMUM 0.5x MAXIMUM 12.L 240 230 22G 210 200 2' MIN. COMPACTED DEPTH CLASS 6' ASPHALT CONCRETE 1 1/2" MIN. - COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 2 7/2' MIN. COMPACTED DEPTH CRUSHED SURFACING BASE COURSE. 6" MIN. COMPACTED DEP7H (LASS B" GRAVEL OR SUITABLE NATIVE MA7ERIAL DRIVEWAY SECTION q POSSIBLE ALIGNMENT. PL A N VIE ROOF DRAIN OBSERVA DON WELL N.T.S. ROOF - C6 MIN. M/ INFILTRATION 7RE' 1' MIN. 1' MIN. ROOF DRAIN, PROFILE VIEW SPEA BLOCK N. CATCH BASIN SUMP W777 OBSERVATION W£1 SOLID LID A SHEET CO 1/72 MATERIAL 6' PVC PIPE (PERFORATED) WRAP TRENCH ENTIRELY WITH FILTER FABRIC. CZ El ALL CONS7RUCTTON SHALL BE IN ACCORDANCE 8177 -1 STANDARD SPECIFCA7IONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION' PREPARED EY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION, AND THE CITY OF TUKWILA STANDARDS AND SPECIFICATIONS. - LEA•'; - 1 1 LEVEL SCALE 1"=20' 6 PEP.F01=: E9 .PIPE (C.P.E.P. 4,.NGL ` WALL .4CCEI'TAB'-E) N . SUMP OR CATCH BASIN 6 - 0 PERFORATED PIPE W/SOLID UD (C.P.E.P. SINGLE WALL ACCEPTABLE) FINE MESH SCREEN VARIES (SEE PLAN) 10'. MIN. OBSERVA710N WELL t W17H METAL CAP Br LOCK. GRAPHIC SCALE \ \\ ( IN "�'T 1 inch = 20 !t. =/ //-"" 2' SECTION A -A COMPACT BACKFILL ROOF DOWNSPOUT /P/r-// 777 :1 77 ri/`/ `,'nTr - A,/ 6 - 0 PERFORATED PIPE WASHED ROCK 3/4'-- 1 -1/2'