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Permit D02-063 - TWEET RESIDENCE - ADDITION AND DECK
TWEET RESIDENCE 13212 40T" AVENUE SOUTH EXPIRED JUN 2 4 2004 D02 -063 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 7340600881 Address: 13212 40 AV S TUKW Suite No: Tenant: Name: TWEET RESIDENCE Address: 13212 40 AV S, TUKWILA WA Owner: Name: TWEET JONATHAN M & THERESE G Address: 13212 40TH AVE S, TUKWILA WA Contact Person: Name: JONATHAN TWEET Address: 13212 40 AV S, TUKWILA, WA Contractor: Name: TWENTY FOUR TWICE INC Address: 12216 SE 258TH PL, KENT WA Contractor License No: TWENTFT097Q2 DESCRIPTION OF WORK: .. CONSTRUCTION OF A 1,100 SQ FT ADDITION AND A 144 SQ FT COVERED DECK AREA TO AN EXISTING SINGLE U FAMILY RESIDENCE. — O Value of Construction: $101,295.84 Fees Collected: $1,662.67 Type of Fire Protection: n/a Uniform Building Code Edition: 1997 Type of Construction: Occupancy per UBC: 7 Public Works Activities: Curb Cut/Access /Sidewalk/CSS: N Fire Loop Hydrant: N Flood Control Zone: N Hauling: N Land Altering: N Landscape Irrigation: N Moving Oversize Load: N Sanitary Side Sewer: N Sewer Main Extension: N Storm Drainage: N Street Use: N Water Main Extension: N Water Meter: Channelization / Striping: doc: Devperm DEVELOPMENT PERMIT Private: N Private: N ** Continued Next Page ** D02 -063 Number: 0 Start Time: Volumes: Cut Start Time: Permit Number: D02 -063 Issue Date: 04/04/2002 Permit Expires On: 10/01/2002 Phone: (206)241 -2641 Phone: 206 241 -2641 Phone: (253)638 -6424 Expiration Date: 10/09/2003 0 c.y. Size (Inches): 0 End Time: Fill 0 c.y. End Time: Public: N Public: N Printed: 04 -04 -2002 Signature: ( Print Name: doe: Devperm City of 'Y'ukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 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 provisions of any other state or local laws regulating constructio or tperfo mance of work. I am authorized to sign and obtain this development permit. ttk-e+' 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. 002 -063 Date: V Date: A a't Printed: 04 -04 -2002 ut . tow n«.. Signature: doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 7340600881 Address: 13212 40 AV S TUKW Suite No: Tenant: TWEET RESIDENCE 1: ** *BUILDING DEPARTMENT * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835- 1111). 5: All mechanical work shall be under separate permit issued by the City of Tukwila. 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 7: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 8: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 9: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. • 10: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. I hereby certify that I have read these conditions and will comply with them as outlined. 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 work or local laws regulating construction o -e-performance of work. Print Name: ( (/le ✓e_ S 6 I Qir PERMIT CONDITIONS D02 -063 Permit Number: D02 -063 Status: ISSUED Applied Date: 03/07/2002 Issue Date: 04/04/2002 Date: ((,62 Printed: 04 -04 -2002 ).* 170.9, z w a Q : JU 00 N 0 W CO U- wO §¢ co z = I— w O - CI t— wW 0 Liz O .-z U= O z Project Name/Tenant: Value of Construction: Site Address: City State/Zip: 13212- 2 4 n q v S K6 ;gip t.) � 9 I G Tax Parcel Number Property Owner f A sq. it. Dwelling sq. ft. Covered Deck(s) Phone: Street Address: ,�.• --� Fax #: Contractor: Phone: Floor Area Ratio: (total floor area of all structures Street Address: (2_2 ) 4P ,_.s .,� 256 Fax #: Architect: n N Street Address: Engineer: Phone: Street Address: City State/Zip: Fax 0: Contact Pe son: The -wT Phon : Street Address: Fax #: Description of work to be done: r� 6 Type of work: ❑ ew Single - Family Residence Addition - Single - Family Residence Interior Remodel- Single - Family Residence . ❑ Residential Accessory Structure' ❑ RemodelAddition to Accessory Structure ❑ Garage(s) . ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof � Is this site served by: Sewer ❑ Septic (King County Health Dept approval required - 296 -4722) Existing Square Footage for Structure:X3 sq. ft. Garage/Carport b f A sq. it. Dwelling sq. ft. Covered Deck(s) sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: sq. ft. Garage/Carport , , / � 00 sq. ft. Dwelling / / i sq. ft. Covered Deck(s) 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) . "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. Single - Family Residential Permit Application CITY OF TUK' 4, ILA Permit Center 6300 Southcenter Blvd., 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 mail or facsimile. <"" P PLi CANTRE41uiS 'TFCRI,itlsVYOR�y7►g.� " , 11E ( Addllttanals�gti +lsFrr�t� �t + �!ti Iic:,W6r ❑ Channelization/Striping ❑ Curb cut/Access/Sidewalk ❑ Fire Loop/Hydrant (main to vault) #: ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. ❑ Moving an Oversized Load: Start Time End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent 0 Size(s): in Water Meter Temp 0 Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Size(s): 0 Fill cubic yds. Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application acce • fed: I o2 PLEASE SIGN BACK OF APPLICATION FORM SFPERMIT.DOC 2/13/97 Date application expires: :< Application teken by: (initials) ALL SINGLE - FAMILY RESIDENTIAL PERMIT APPLICATIONS MUST BE , UBMITTED WITH THE FOLLOWING: D DRAWINGS PREPARED B 4 REGISTERED ARCHITECT OR PRA ZSSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL D i'"ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN - > BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED 1i 11i' N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water/fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433 - 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width); show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high watermark 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). r� o 0 0 A Foundation plan and details Floor plan Roof plan ' Building elevations (all views) • Building height; Building cross- section Structural framing plans and details necessary to completely describe construction Washington State Energy Code Data (Gas/Electric/Oil/Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. Complete Land Use Applications if not previously submitted (Le., Reasonable Use Exception, Variance, Shoreline or Tree Permit). Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H-4, "Affidavit in Lieu of Contractor Registration ". Bullding' O4iner /Auther1000pOthe 1 ,401,00 14 : tiiar;fil by the State'bf. Washington; ,i io�arl in Ietthit FM tt th`d 0ki�pe obtain ,the ?pet►rilt viii be,;re tkeillaw wart fo' f fhle*M.'iiiittio I HEREBY CERTIFY THAT 1 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. , :BUILDINGZW ER Dfi a4L THORIZED;AGENTI *,,. . 4. ;, i x 4►:w,y «.;: Signature: Print name: -1 e re , e e -. he� gw{ter, ; regTs tered elphltecbengkiper, or contractor licensed . VheFatlth'aizlli� the agent fo'sulfm t'ti�ls pelh apphaatlon'and >t fi,fh + va+ �y ti Yt ;. I Date: -•,. .,O 2 Ph one. 7,4 I ?. 6 i I Fax #: *. city/$tate/Zip ;. • "s :5741(03.4a'911TI712Zet...10..V s :.n�sliwT.; .,,, . 41VK 'w.•r�^°+n+rvw.*rw -rv1 e.w.rn• <„�,.N.... :.,..,........ - «,. ..x.,.x. COMMENTS: Type of Inspection: Type of Inspection: . Address: Date Call Special Ins uctions: Date Want: Requester INSPECTION RECORD Retain a copy with permit ~ 'Oh INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Inspector: Corrections required prior to approval. Date: El $47.00 REINSPECTION FEE REQUIRED.-Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Projec ' t. ii00 Type of Inspection: ! � Addre s Date Called: - O Speci tructio Date Wanted' A 1? dt/ Requester: Phone No: INSP CTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit f202 3 PER (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: )-;e <13(44 001 El $47.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: Tj &I-- Type of Inspection: • Address: i ,37 _ 171°1 ' Ch. Date Calle \..0 Specia I tructions: Date Wanted: . /y Requester: Phone No 20 --1% ?4 e// INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: z . Ad 7 p pproved per applicable codes. 0Corrections required prior to approval. y4�i r72er6'Cia,uaf:cuyez ova Inspector;, (A � Date: g'04"/ $47.00 REINSPECTION EE inspection, RE UU RED. Prior to ins fee must be Q p paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: try" `c:. c•, "kilb z ;F- W C0 CO • LU J N L w0 2 u • d :c H = z I- 0 z LU mo 0 - 0 I-- W UJ H H lL 8 .. 0 z Project: - �- r" ��.c e."---- Type of Inspection: fir Address: /3 z/z--- 9a ‹ Date Called: ‘ - -- a y Special Instructions: Date Wanted 9� a.m c p.m. Requester: / Phone No: INSPEC+ION RECORD Retain a copy with permit ! INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PE ( 06) 1 -3670 Approved per applicable_codes. ja Corrections required prior to approval. COMMENTS: , El $47.00 REINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: Date: t'' '.: "vK:sr�zl.u"''�- fii�r4,r': COMMENTS: Special Instructions: Type of Inspection: Ad L � diess: 2_12, `' ` ,Date Called: gate Special Instructions: Wanted: 12 —� —� a.m. Requester: Phone No: nit Fe�*� INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. Inspecto Receipt No.: Date: $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: 1 26_0 • •001-0g3 T� O. (206)431 -3670 Corrections required prior to approval. .. r: n3; 3" r,: i16: ti�I. U.} II. fN�� .Re':.1,451.n:1Te�Y'.Y:h.�CY+' 7x..(�v4.ti #MS.i. z ce QQ � J U U U 0 J H U) u„ W 0 H O- O 1- W W 0 H LL- O .. z W O ff ' z Called: Special Instructions: INSPECTI. NO. 2._ INSPEctnON RECORD Retain a copy with permit . , t 3 e 4( CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. 1Corrections required prior to approval. 441 COMMENTS: ••• Inspector: , tyllet'' Date: Do=d PERMIT FP- $47.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Project: ""'• Type of Inspection: /-----73-74,e Address: Date Called: Special Instructions: Date Wanted: e--10 Requester: ,. Phone No: INSPECTION • Ti� • .Miry Kt. ,'A. . • N�Y, eG/, INS CTFON RECD tD Reta in a copy with permit NO. .. - 4 .. Approved per applidable codes. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila; WA 98188 (206)431 -3670 c orrections required prior to approval. 7 ) 79,h rC e, )4 .6.0 s.- �.4 /.,*. ,e. COMMENTS: (_St ,►�-- i �? < A // r,*/ Date: g $47. e • EINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: z ~ W IY JU O 0 • 0 w W CO u_ .W 0 2 u_Q = � W Z = W O • W U 0 O N O I-- W W LL - r 111 Z _ o � z COMMENTS: Type of Inspection: A Special Instructions: Requester: - Phone No : Z.040 /, V El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit �.. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4 1 -3670 Et Corrections required prior to approval. F Date: 2- 7 es� .00 REINSPECTION FEE REQUIRED rior to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. R-ceipt No.: 5 W,st:'ku;sPT.,,416te.1:wt.,,,Vx .fi .�r2 • INSPECTION RECO,RI Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pot -o ?3 (206)431 -3670 PERMIT NO. P. roject� �lv Address: 1 32/ 2 Yo 1v &). Special instructions: Type of nspection: I Mind . 1'hi-f Date called: r g l6 o Date wanted: a.m. Reques in Phone' 53 73g 64act RA Approved per applicable codes. Corrections required prior to approval. COMMENTS: S • Date� :OU.REINSPECTIO E REQUIRED. Prior•to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit boa - oca3 0. (206)431 -3670 El Corrections required prior to approval. COMMENTS: (B /"(V--4,0/), Inspect Date S A 171/ 3 1rL $47.00REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at t300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: 4 Special instructions; Date wa te2 / G a .mm. Requester: � I L-_c rr L I t,t 1 Phone '-1 - 7(o6 - (, IblYa INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. :c9 09— 00 PERMIT NO. , (206)431 -3670 Corrections required prior to approval. COMMENTS: 7- 4— Y3h 3N 7 El $47.00 REINSPECTION F , ' REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Special instructions: Reques fir: La /4( PV•5) 7(o C �ggl o INSPECTION RECORD Retain a copy with permit INSPECTI• NO. CITY OF TUKWItA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 D o --6 69 3 P RMIT NO. (206)431 -3670 Approved per applicable codes. E] Corrections required prior to approval. COMMENTS: ector:��� eceipt No: Date: 3 / 0 > x$ 47.00 REINSPECTION FEEJEQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to s hedule reinspection. Special instructions: Requester: Phone; . INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 -- W per applicable codes. tor: ceipt No: INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. MEI17zS i S)it, /7=1 % L?N'k) —AA 1° 42 ( A°' t r tAivxt.9 t: mot? Inspe Special instructions: . Requester: INSPECTION RECORD Retain a copy with permit INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 iea. '.,zi�*f1ku� ? x.suti.i PERMIT NO. (206)431 -3670 Approved per applicable codes. Vt Corrections required prior to approval. AP J., 0 $47.00 REINSPECTIONf REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: ` Type of Inspec I n : . tin P SO PS 42 vvi Address:. S .�1 '- 4f1 ire Date called: & f / /n2. J pecial instructions: Date wanted: a r� l 142- p.m. Requester: Phone 76 - t% INSPECTION RECORD Retain a copy with permit INSPECtION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 LZI Approved per applicable codes. DA- C &3 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: OJ(J (Zt[ fA C? _ - fi/er $ 7.00 REINSPECTION FEE ' EQUIRED. Prior '• inspection, fee must be paid 6300 Southcenter Blvd., Suite 100. Call to sc edule reinspection. Receipt No: Date: ... ; rr». N'L S:6ASir.'rct' _Project: i 7/4 )ee 7 - 51/lc /ICC Type of Inspection: / 7 1 .7(1 &ref 1 riC Address: s 1,3 2A)A• 14 ° AV D ate6caly`o lo, Special instructions: c\'-rit..r / 2 : 3 .° ., . ..: . Date wanted:/ 5 ivi lo(5 a.m. pc Requester: Phone:— — I I Z 5 - 70 -1 i/5'( • . • SpECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWIIA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 .4,4„vv.? 6 Re ipt No: D 7.1 300 Southcenter Blvd., Suite 100. Call 4/.O0 REINSPECTION F REQUIRED. P ior to inspection, fee must be paid o schedule reinspection. Date: COMMENTS: f§f.gt;,‘,,I.tviii: • Approved per applicable codes. D Corrections required prior to approval. PERMIT NO. (206)431-3670 `0 ; ' ..00.414e14 4:44Q41/ 20.44 '1 •o,..44*.k COMMENTS: Type of Inspection: Address: 13 2,) z Ave S Date called: 5- 22_02. Special instructions: - -- - Date wanted: Project: -TWe eT Residenc Type of Inspection: Address: 13 2,) z Ave S Date called: 5- 22_02. Special instructions: - -- - Date wanted: 5_ ...O 2 p.m. Requester: Dave_ Lf aTh1 art Phone: 2.5" 1 btv..... Di l gg INSPECTION RECORD Retaih "a copy waif!) ith'peniiit INSPECTION NOf CITY OF TUKWILA-BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 [o2 63 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: Date: 72 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: INSPECTION NO. ,INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION.,,. . 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Inspecto 0 $47.00 REINSPFTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: .0 as;k,.4, 40,,,04 , ';S3itlfirndt._Ao<ui: • Approved per applicable codes. Corrections required prior to approval: CO ENTS: r.� INSPECTION NO. ,INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION.,,. . 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Inspecto 0 $47.00 REINSPFTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date called: Special instructions: Date wa ted• a.m. Requester INSPECTION NO. INSPECTION RECORD Retain a copy with permit 4 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 proved per applicable codes. El Corrections required prior to approval. COMMENTS: g#4 1/00(9 S`Gl- '"r "W/2 ervi /ar , .�...= .00 REINSPECTION FP REQUIREDf Prior to inspection, fee must be paid 6300 Southcenter Blvd., uite 100. all to schedule reinspection. teipt No: z RECEIPT it Parcel No.: 7340600881 Permit Number: D02 -063 U o Address: 13212 40 AV S TUKW Status: PENDING , u) O Suite No: Applied Date: 03/07/2002 UJ Z App licant: TWEET JONATHAN M & THERESE G Issue Date: Cl) .W O Receipt No.: R020000317 Payment Amount: 736.94 g Q ND Initials: LAW Payment Date: 03/07/2002 10:49 AM = d User ID: 1630 Balance: $1,138.25 Z H Type Method Description = W : A mount F H. U. Payment Cash Payee: TRANSACTION LIST: ACCOUNT ITEM LIST: doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 THERESE TWEET Current Pmts PLAN CHECK - RES 000/345.830 736.94 Description Account Code Total: 736.94 .015 03/07 9716 TOTi: 731:.94 Printed: 03 -07 -2002 City of fiikwila 6300 Southcenter'BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 7340600881 Address: 13212 40 AV S TUKW Suite No: Applicant: TWEET RESIDENCE Receipt No.: R020000450 Payment Amount: 925.73 Initials: KAS Payment Date: 04/04/2002 10:20 AM User ID: 1684 Balance: $0.00 Payee: THERESE TWEET TRANSACTION LIST: ACCOUNT ITEM LIST: doc: Receipt Current Pmts Amount Payment Cash Type Method Description BUILDING - RES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 RECEIPT w'M+MHWt.:. �.YM:YH1IMq Permit Number: D02 -063 Status: APPROVED Applied Date: 03/07/2002 Issue Date: 925.73 Description Account Code 921.23 4.50 Total: 925.73 ;74/0' - TOTAL 9 muvowstO Printed: 04 -04 -2002 • NOT!S POR UN5RACED RZTAININIS WALL. I. ALLOWABLE FOUNDATION t°REe5URE - 2000 PEP, EGIUIVALENT FLUID PRESSURE } 95 PCP. ALL POOTIN65 TO DEAR ON UNOISTURDED SOIL. 2. CONCRETE COMPRESSIVE STRENGTH P'c. - 2000 PBI. REBAR GRADE . 40, PROVIDE CORNIER BARS TO MATCH HORIZONTAL RCBARS. 5. aAGKPILL AT HILL SIDE BEFORE FLOOR PRAMIN6., APTE'R COMPACTING PILL AND /OR POVRINS GC'NGRETE SLAB AT TOE SIDE. 9x6 P.T. PLATE 5/9"4 ANCHOR BOLTS • 4-8' O.G. UNLESS oTHL'RINISE SPECIFIED 140R11 FUMAR. DAR 'b" 5 " PVC WEEP HOLE • S -O" O.G. WHERE REG. TINI5HtJa &RAPE OR BOTTOM OF GONG. SLAG CL EAN s WATt'RPROOPIN• REA)1RED 8 EARTH flAGKPILLZ AGT-i (9' -6") ■ DIM. OP OVCRLAF EPP : 55 PCP APPROVED GRADE 40 REIN. F'c 2000 PSP CONTINUOUS PCIQP. CLOTH COVER DRAIN 1^V GRAVEL L RL�C,IU r-to RIMETER HHERE it GHAR.T 0 5 TA ININS k"ALL I, AIL RSV15ED II- 10 -‘I7 AC.e.O- 151-K\DETAtL5\1"OUNO AT tON1RETA I N WL.PY•itS tirsc REVISION NO. AUG 1 4 2002 NO SCALE RUG 14 2532 Ab it "•--- D. I.:04.4 y'LGu RECEIVED CITY OF TUKWILA PERMIT CENTER FOOTING DIML"NSIOND NOT!S POR UN5RACED RZTAININIS WALL. I. ALLOWABLE FOUNDATION t°REe5URE - 2000 PEP, EGIUIVALENT FLUID PRESSURE } 95 PCP. ALL POOTIN65 TO DEAR ON UNOISTURDED SOIL. 2. CONCRETE COMPRESSIVE STRENGTH P'c. - 2000 PBI. REBAR GRADE . 40, PROVIDE CORNIER BARS TO MATCH HORIZONTAL RCBARS. 5. aAGKPILL AT HILL SIDE BEFORE FLOOR PRAMIN6., APTE'R COMPACTING PILL AND /OR POVRINS GC'NGRETE SLAB AT TOE SIDE. 9x6 P.T. PLATE 5/9"4 ANCHOR BOLTS • 4-8' O.G. (i• G'■De•OMERT) UNLESS oTHL'RINISE SPECIFIED 140R11 FUMAR. 5 " PVC WEEP HOLE WHERE REG. TINI5HtJa &RAPE OR BOTTOM OF GONG. SLAG CL EAN s WATt'RPROOPIN• REA)1RED 8 EARTH flAGKPILLZ AGT-i E:6t 729 S?*- r nr.n.•.anr.r.ree , w.ro��... -..... PH - PULL Ne16HT (9' -6") ■ DIM. OP OVCRLAF EPP : 55 PCP APPROVED GRADE 40 REIN. F'c 2000 PSP CONTINUOUS PCIQP. CLOTH COVER DRAIN 1^V GRAVEL L RL�C,IU r-to RIMETER HHERE it GHAR.T 0 5 TA ININS k"ALL I, AIL RSV15ED II- 10 -‘I7 AC.e.O- 151-K\DETAtL5\1"OUNO AT tON1RETA I N WL.PY•itS tirsc REVISION NO. AUG 1 4 2002 NO SCALE RUG 14 2532 RECEIVED CITY OF TUKWILA PERMIT CENTER retaining wall detail and chart revision 1 File: D 02 -0063 35mm Drawing #1 TOTAL GLAZING AREA CITY OF-TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 WASHINGTON STATE ENERGY CODE RESIDENTIAL COMPLIANCE FORM PRESCRIPTIVE APPROACH S.F. - Residential Energy Code Form HI.S 9/10/0/ FRAME MATERIAL TOTAL CONDITIONED FLOOR AREA S.F. x 100 = H -15 ACTIVITY #: PROPOSED GLAZING PERCENTAGE RECEIVED CITY OF TUKWILA MAR 0 7 2002 1. HEAT SOURCE: f L (gas, oil, propane, heat pump, electric) PERMIT CENTER 2. WINDOW SCHEDULE: Fill in the window schedule based upon the proposed residential design and calculate the glazing area as % of the conditioned floor area. 3. CHECK PRESCRIPTIVE OPTION: Glazing percentage will determine which option to choose. Mark option at top of column. (See back of this sheet) WINDOW SCHEDULE GLAZING /SKYLIGHTS BY TYPE NO MANUFACTURER MODEL # SIZE TOTAL GLAZING AREA 44 (add entire column) U -VALUE AREA S.F. The proposed glazing percentage must be less than or equal to the glazing percentage listed under the prescriptive option that is selected. Doz-oto3 z Z w O 0 w W I I- � LL W o ga • s u.a = • d I- _ Z F I- 0 Z I- 111 ul v ° o - C) f ww 0 - U- o ..z w = o � z CHECK ✓ One NO OPTION OPTION OPTION . OPTION. OPTION OPTION OPTION OPTION I II III IV V VI . VII - VIII' . O 0 0 0 0 0 0 0 HVAC Efficiency' . Med Med High Med Low Med Med Med :Glazing.max: % of floor' 10% 12% 21% 21% 21% 25% 30% unlimited Vert U- factor 0.70 0.65 0.75 0.65 0.60 0.45 0.40 .25 Overhead Glazing U- Factor 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.40 Door U-Factor 5 0.40 0.40 0.40 0,40 0,40 0.40 0.40 0.40 (or R- factor). (R -2.5) (R -2.5) (R -2.5) (R -2.5) (R -2.5) (R -2.5) (R -2.5) (R -2.5) Ceilings: 'w /attics ' R -30 R -30 R -30 R -30 R -30 R -38 R -30 R -30 •vaulted R -30 R -30 R -30 R -30 R -30 R -30 R -30 R -30 Walls: above grade below 'grade interior or R -15 R -15 R -15 R -15 R -19 R -19 R -19 R -19 R -19 R -19 R -19 R -19 R -19 R -19 R -19 R -19 exterior R -10 R -10 R -10 R -10 R -10 R -10 R -10 R -10 `Floor. R -19 R -19 R -19 R -19 R -19 R -25 R -25 R -25 ' Slab on grade:. R -10 R -10 R -10 R -10 R -10 R -10 R -10 R -10 Address: Permit # 2000°WSEC Chapter 6 Qualification Form- Zone. 1, Other fuels Residential Prescriptive' (Chapter 6) Options for. Heat: Source: Other fuels Instructions: 1) Carefully review the requirements for each of the options below. Choose an option that best suits your dwelling design. Glazing percentage typically determines which option to choose. Your building must match the selected option requirements without exceptions or substitutions. 2) Check ✓ the 0 above the requirements of your option. Disregard components or equipment that do not apply to your project. Your permit will be processed more efficiently if you provide all of the requested information. Department staff can help you with general questions about this form. Can't Comply? If none of the Prescriptive (Chapter 6) options are acceptable, consider the Component Performance (Chapter 5) Approach. Note that the Component Performance requirements are no less stringent than the Prescriptive requirements. Calculations may be performed with a 2000 WSEC Chapter 5 Residential Qualification Form, or by using an acceptable computer program such as WATTSUN. Footnotes: 1. Nominal R- values are for wood frame assemblies only, or assemblies built in accordance with Sec. 601.1 2. The following options are applicable to buildings 2 stories or less: 0.50 MAX for glazing areas of 25% or less; 0.45 MAX for glazing areas of 30% or less. 3. Min. HVAC equipment requirements: 'Low' AFUE ? 0.74. 'Med' AFUE >_ 0.78. 'High' AFUE >_ .088. Heat Pumps: 'low' HSPF >_ 6.35; 'Med' HSPF ? 6.8; 'High' HSPF ? 7.7. Water & ground source heat pumps are 'med' and shall meet a minimum COP per WSEC Table 5 -7. 4. (Vertical + Overhead Glazing) _ conditioned floor area = maximum glazing percentage. Overhead glazing with a U- factor of .40 or less is exempt from glazing percentage calculations. 5. Glazing, skylight, and door U- factors may be weighted to meet the U- factor requirements. Approved By: Plan Review (For official use only) The selected Option is appropriate for this dwelling design: YES NOTES: Date: Revised 6125/01 Washington State University Energy Program C6Z'a__:.toebdc601 \1 Address: Permit # E1VED 200 WSEC Chapter 6 Qualification Form For LOG HOMESEPALJ Residential LOG HOMES Prescriptive' (Chapter 6) Options for Zone Heat Source: Other Fuels R 0 7 2002 Instructions: PERMIT CENTER 1) Carefully review the requirements of each of the options below. Choose an option that best suits your lvielling design. Glazing percentage typically determines which option to choose. Your building must match the selected option requirements without exceptions or substitutions. 2) Check ✓ the 0 above the requirements of your option. Disregard components or equipment that dc not apply to your project. Your permit will be processed more efficiently if you provide all of the requested informa:;cn. Department staff can help you with general questions about this form, Can't Comply? If none of the Prescriptive (Chapter 6) options are acceptable, consider the Component Performance (Chapter 5) Approach. Note that the Component Performance requirements are no less stringent than the = rescriptive requirements. Calculations may be performed with a 2000 WSEC Chapter 5 Residential Qualification Form. or by using an acceptable computer program such as WATTSUN. CHECK ✓ One 10 N.VAC; Efficiency':;:: Gi:azing: max: U= factor.> Overhead:glazing U�fictoi Door: U:- factora:: °Walls ::, above grade below: ;inte or exterior ::. '`Slati orlgrade�. OPTION .OPTION OPTION OPTION OPTION ; OPTIONV. OPTION OPTION' .1r.;;•-• III 1� V Vl? VL1 !II 0 Med 10% 0.70 0.68 0.40 (R -2.5) R -30 R -30 R -15 R -15 R -10 R -19 R -10 0 Med 12% 0.65 0.68 0.40 (R -2.5) R -30 R -30 R -15 R -15 R -10 R -19 R -10 0 High 21% 0.75 0.68 0.40 (R -2.5) R -30 R -30 R -19 R -19 R -10 R -19 R -10 0 Med 21% 0.65 0.68 0.40 (R -2.5) R -30 R -30 R -19 R -19 R -10 R -19 R -10 0 Low 21% 0.60 0.68 0.40 (R -2.5) R -30 R -30 R -19 R -19 R -10 R -19 R -10 0 Med 25% 0.45 0.68 0.40 (R -2.5) R -38 R -30 R -19 R -19 R -10 R -25 R -10 0 Med 30% 0,40 0.68 0.40 (R -2.5) R -30 R -30 R -19 R -19 R -10 R -25 R -10 0 'Jed Ur.limited Z.25 0.40 0.40 (R -2.5) R -30 R -30 R -19 R -19 R -10 R -25 R -10 Approved By: Revised 6125101 Footnotes: 1) Nominal R- values are for wood frame assemblies only, or assemblies built in accordance with Sec. 601.1 2) The following options are applicable to buildings 2 stories or less: 0.50 MAX for glazing areas of 25% cr less; 0.45 MAX for glazing areas of 30% or less. 3) Minimum HVAC equipment requirement. 'Low' denotes an AFUE of 0.74. 'Med' denotes an AFUE of 0. 'High' denotes an AFUE of 0.88. For Heat Pumps: 'low' denotes an HSPF of 6.35; 'Med' denotes an HSPF of 6.8; and 'High' denotes an HSPF of 7.7. Water and ground source heat pumps shall be considered as med' and shall have a minimum COP per WSEC Table 5 -7. 4) Glazing and door U- factors may be weighted to meet the U- factor requirements. 5) Log & solid timber walls with a 3.5" minimum avg. thickness are exempt from this requirement Plan Review (For:; official use only) The selected Option is appropriate for this dwelling, design: YES 0 NOTES: Washington State Unrversrly Energy Program Date: `:g21G2000hdc601 CHECK /One * OPTION. OPTION .OPTION OPTION OPTION OPTION: OPTION OPTION II III IV. V . VI : .. VII VIII 0 0 0 0 0 0 0 0 : Glazing max: %:offloor 10% 12% 12% 15% 18% 21% 25% 3C% U- Factor 0.46 0.43 0.40 0.40 0.39 0.36 0.32 0.29 Overhead Glazing . U- Factor3 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.53 Door U- factor 0.40 0.20 0.40 0.20 0.20 0.20 0.20 0.20 (or R- factor) (R -2.5) (R -5) (R -2.5) (R -5) (R -5) (R -5) (R -5) (R -5) Ceilings w /attics R -38 R -38 R -38 R -38 R -38 R -38 R -38 R -38 • Vaulted: R -30 R -30 R -30 R -30 R -30 R -30 R -30 R -30 ;.Walls: above grade below grade: R -21 R -19 R -21 R -19 R -21 R -21 R -19 +5 R -19 -5 interior or R -21 R -19 R -21 R -19 R -21 R -21 R -21 R -21 exterior R -10 R -10 R -10 R -10 R -10 R -10 R -10 R -10 Floor ::. R -30 R -30 R -30 R -30 R -30 R -30 R -30 R -30 Slab. on .grade: .. R -10 R -10 R -10 R -10 R -10 R -10 R -10 R-'0 Address: 2000 WS EC Chapter 6 Qualification Form- Zone 1, Electric Residential Prescriptive' Options for Heat Source: Electric Resistance. (Not Heat Pumps) Instructions: Permit # 1) Carefully review the requirements for each of the options below. Choose an option that best suits your dwell: ^g design. Glazing percentage typically determines which option to choose. Your building must match the selected option requirements without exceptions or substitutions. 2) Check ✓ the 0 above the requirements of your option. Disregard components or equipment that do not apply to your project. Your permit will be processed more efficiently if you provide all of the requested information. Department staff can help you with general questions about this form. Can't Comply? If none of the Prescriptive (Chapter 6) options are acceptable, consider the Component Performance (Chapter 5) Approach. Note that the Component Performance requirements are no less stringent than the Prescriptive requirements. Calculations may be performed with a 2000 WSEC Chapter 5 Residential Qualification Form, or by using an acceptable computer program such as WATTSUN. Footnotes: 1) Nominal R- values are for wood frame assemblies only, or assemblies built in accordance with Sec. 601.1 These options are applicable to buildings 2 stories or less: 0.35 MAX for glazing areas of 25% or less; .32 MAX for glazing areas of 30% or less. 3) (Vertical + Overhead Glazing) + conditioned floor area = maximum glazing percentage. Overhead glazing with a U- factor of .40 or less is exempt from glazing percentage calculations. 4) Glazing, skylight and door U- factors may be weighted to meet the U- factor requirements 5) R -5 foam sheathing required in addition to R -19 cavity insulation. Plan: Review (Forofficial only) The selected Option Is appropriate for this dwelling design :: YES O NOTES :: Approved By. Revised 6125101 Date: Stale University Energy Program Ch6Z1E2000.doc Oac ��, :�:, rr.,�. •,,� xc..F�nrrro. z ~ W J O 0 • o • LIJ J • u. H 0 �J w? • a = ▪ w z �. H O z F- U � O P- o � w w - LL O ..z w U= O I' z Address OOO WSEC Chapter 6 Qualification Form For LOG HOMES Residential LOG HOMES Prescriptive' (Chapter 6)Options for Zone 1 aI 0 7UKW vi,E � I LA Heat Source: Electric Resistance Instructions: MAR 0 7 2002 1) Carefully review the requirements of each of the options below. Choose an option that best suits your dwelling design, Glazing percentage typically determines which option to choose. Your building must mate option requirements without exceptions or substitutions. 2) Check ✓ the 0 above the requirements of your option. Disregard components or equipment that do not apply to your project. Your permit will be processed more efficiently if you provide all of the requested infromation. Department staff can help you with general questions about this form. Can't Comply? If none of the Prescriptive (Chapter 6) options are acceptable, consider the Component Performance (Chapter 5) Approach. Note that the Component Performance requirements are no less stringent than the Prescriptive requirements. Calculations may be performed with a 2000 WSEC Chapter 5 Residential Qualification Form, or by using an acceptable computer program such as WATTSUN. CHECK ✓ One NO Average Log • Th'ickn Glazing: >max %of:floor:. . U fact r4. verhead iazin - factor ; >: logdus I L22000.doc bdctiO I OPT l' OPT 113 OPT. III: 5.5" 15% 0.31 0.58 ClimateZone:::1` 7.5" 15% 0.40 0.58 9.6" 15% 0.40 0.58 OPT ! . OPT II OPT IIl OPT IV OPT V 6,7" 15% 0.31 0.58 Permit # 8.7" 15% 0.40 0.58 D oor U factor° 0.14 0.20 0.20 0.14 0.14 0.20 ;(or }:'.; ;; (R -7) (R -5) (R -5) (R -7) (R -7) (R -5) Ceilings: . :wlattioss:::: ;: R -60 Adv R -60 Adv R -38 R -60 Adv R -60 Adv R -60 Adv vaulted R -38 R -38 R -30 R -38 R -38 R -38 Floor: ;;: R -38 R -30 R -30 R -38 R -38 R -30 Slab •on;grade' R -10 R -10 R -10 R -10 R -10 R -10 Footnotes: 1. Nominal R- values are for wood frame assemblies only, or assemblies built in accordance with Sec. 601.1 2. Climate Zone 2 includes: Adams, Chelan, Douglas, Ferry, Grant, Kittitas, Lincoln, Okanogan, Pend Oreille, Spokane, Stevens, & Whitman counties. All other counties are in Climate Zone 1. 3. The following options are applicable to buildings 2 stories or less: .35 MAX for glazing areas of 25% or less; .32 MAX for glazing areas of 30% or less. 4. Glazing, skylight and door U- factors may be weighted to meet the option U -value requirements. 5. Overhead glazing shall have U- factors determined in accordance with NFRC 100 or as specified in Section 502.1.5 6. "Adv" denotes advanced framing. K'a1ir. Si3':,>,C- . %4Y3' M1 a {Nlf + +'Aiijt:aiihli, " +4tt •, tac "r CI_ %mate;Zone;> 9.8" 15% 0.40 0.58 10.5" 13.5" 15% 15% 0.40 0.40 0.58 0.58 0.20 0.20 (R -5) (R -5) R -49 R -38 Adv R -38 R -30 R -30 R -30 R -10 R -10 PlanRediew:(For official' use only) The selected Option is:appropriate for this dwelling design: YES 0 NOTES Approved By Date: �:3fs.��i «, ,e,:�ia,.�.,a•.,•; u:w-n: rc:#r.'F'��r:lS7+t'Y'i'J!"",±+. z w QQ2 JU 00 N u. J = F- WO 2 g Q. 1 a z 1-- O z I- 1.1J uj U � O � W H u O .. W = 0 z Nash Jones Anderson 42S 822 1918 Ken Nelsen Senior Plans Examiner City of Tukwila Building Division 6300 SouthCenter Blvd Tukwila, WA 98188 FAX (206) 431 -3665 March 22, 2002 Project: Tweet Residence Application No.: D02 -063 Dear Mr. Nelsen: I look forward to hearing from you. Sincerely, Gary Nash 03/22/02 04 :03pm P. 001 NASH JONES ANDERSON Architects & Planners FILE COPY I am in receipt of your letter dated March 12, 2002 on the wove referenced project. 1. Subsoil Drainage There is a catch basin in the curb at East Marginal Way that is directly below the residence addition. I propose we use 6" perforated PVC pipe around the footing in a gravel bed and then tightline it with a 6" PVC pipe to the catch basin in the street. The downspouts /roof drains will be collected in a 6" PVC solid pipe and carried to the same street catch basin. If this is acceptable I will adjust the site plan and resubmit it to you. 2. Ceiling Height The entire purpose of this addition is to allow Tracy Tweet access to all three floors of her home. Mrs. Tweet is confined to a wheelchair. The 12' addition provides her with this access via an elevator. The existing residence basement has a ceiling height of 6' -6" as shown on Sheet A6. It is critical that the new addition's floors be level and at the same height as the existing floor. It is obvious due to the existing basement height conditions that it is not possible to provide wheelchair access to the basement if you require a 7' -6" floor -to- ceiling. The floor height would be one foot lower than the existing floor, defeating the purpose of the elevator, which is to allow wheelchair access to all levels. Please call or fax me your decision on this. Without basement access for Tracy Tweet this whole project is useless. Keep in mind that this level is an unfinished basement. oiL pe,v g 55 44, 3/7/01.. D0 Ole 3 RECEIVED CITY OP TUKWILA MAR 2 7 2002 PERMIT CENTER 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828 -4117 FAX (425) 822 -1918 8101 S.W. Nyberg Rd. Tualatin, OR 97062 (503) 692 -8127 FAX (503) 691 -0517 .u, • HM;`t 01 Nash Jones Anderson 426 822 1918 03/07/02 09:15am P. 002 WATTSUN 5.7 2000 WA STATE ENERGY CODE COMPLIANCE REPORT FILE: C: \ \WATTSUNS \ \TWEET.WS HOUSE ID: TWEET ADDITION Site: Romeo ner: COMPONENT PERFORMANCE ENERGY BUDGET REFERENCE DESIGN Component PROPOSED DESIGN COMPONENTS FILE COPY REFERENCE 246 * ** Analyst: Jurisdiction: Utility: House ype: Single Family Floor Area: 1250 ft2 Builder: Weather Data: Seattle, WA Climate Zone: 1 03/07/02 aa== ==== = ==a==== ==== = = === = = =c === s - - �� = == = == The PROPOSED design *COMPLIES* with 2000 WA State Energy Code. PROPOSED 152 Btu /hr -F * ** kWh /ft2 -yr ============================= =============== = ".a- .a= ====e===== == aC=== === === Reference Value X Area = UA BG Wall 2' U -0.043 351 15.1 BG Slab 2' F -0.690 54ft 37.3 On Grade Slab F -0.540 54ft 29,2 Glazing @15% U -0.650 187.5 121.9 Doors U -0.390 21.0 . 8.2 AG Wall U -0.062 337 20.9 Ceiling, Attic U -0.036 366 13.2 Infiltration ACH -0.350 5494ft3( 35.2) Reference UA 245.6 Component Description Value X Area = UA BG Wall R13 Batt w /R10 Full Slab 2' depth U -0.061 351 21.4 BG Slab F -0.346 54ft 18.7 On Grade Slab R10 2' horizontal F -0.700 54ft 37.8 Glazing @4% * *Milgard vinyl 5120 Slider U -0.480 48.0 23.0 Doors * *Default Solid Core Flush Wood Door U -0.390 21.0 8.2 AG Wall R19 cavity +RO foam STD 2X6W Lap U -0.062 476 29.5 rs =x =' == === = =a =a ..__._a == -_ .._.-- s= ::_===== za=== acxaa -- - == Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non - standard values - check calculation of thermal value. Page 1 _======== = ============= ====== == = = == RECEIVED CITY OF TUKWILA MAR 0 7 2002 PERMIT CENTER boZ -o(03 Z ~ W L 6 U UO U CO MI J = LL WO co W= = W Z H Z I- U o O N OH W H - -O W Z U = 0 Z { Nash Jones Anderson = ===== ==== = ====== = = == == =set === S=== = = === C'3 - - -= WATTSUN 5.7 2000 WA STATE ENERGY CODE COMPLIANCE REPORT FILE: C: \ \WATTSUN5 \ \TWEET.WS == _ =_ = = = - -= Ceiling R30 blown Attic STD baffled U -0.036 366 13.2 Infiltration Standard Air Sealing ACH -0.350 5494ft3 ( 35.2) Struc Mass Light Frame, Sheetrock walls HEATING /COOLING /VENTILATING SYSTEMS Heating System Type: Make: System Efficiency: Modified Efficiency: Design ACH: Design Load(at 44F dt): Duct Losses(% Dsn Toad): Total Load: System Size(Output): Average Annual Heat: Annual Cost: Ventilation System: Cooling System: SEER: Cooling Load(at 4F dt): System Size( %Over): Annual Cool Requirement: Solar Access: PROPOSED DUCT SYSTEM SUPPLY RETURN Location PROPOSED Oil Furnace DEFAULT 78 % 0 % Vented crawispace Attic or garage 425 822 1918 03/07/02 09:16am P. 003 • ==== C = == = ==== == — , = = =a = = = -- .....�.5= 0.60 9599 Btu /hr 0 Btu /hr( 0 %) 9599 Btu /hr 14500 Btu /hr (150 %) * ** MBtu $ * ** Integrated Spot & Whole House 40% 0.0 (Ducted) Btu /hr tons( @125 %) kWh /yr Avg Rvalue R- 8.0 R- 8.0 Proposed UA M- 3.000 1250 Surface Area 250.0 ft2 50.0 ft2 =�C 03/07/02 HOUSE ID: TWEET ADDITION 151.8 3750 _________ == == =x = = = ==_ _= Page 2 RECEIVED CITY OF TUKWH A MAR 0 7 2002 PERMIT CENTER Z • W QQ w2 J U U co o W J F- 0 w w 0 H ON • F- W W H w Z o O ~ Z December 8, 2003 Jonathan Tweet 13212 40th Avenue South Tukwila, WA 98168 RE: Permit Application No. D02 -063 13212 40th Avenue South Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to January 31, 2004, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, . Stefania'Spencer Permit Technician City of Tukwila Department of Community Development Steve Lancaster, Director Xc: Permit File No. D02 -063 Bob Benedicto, Building Official • Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final inspection. Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 I May 4, 2004 Jonathan Tweet 13212 40th Avenue South Tukwila, WA 98168 RE: Permit Application No. D02 -063 13212 40th Avenue South Dear Permit Holder City of Tukwila Department of Community Development Steve Lancaster, Director In reviewing oui - ;nt records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: • Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to June 23, 2004, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, ti Stefania Spencer Permit Technician Xc: Permit File No. D02 -063 Bob Benedicto, Building Official Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431.3670 • Fax: 206 -431 -3665 _ _ -_ - - Aa:rR1.WVlUYy'Ir 4ri,vox4 Yht..v .w .:o,'1rmfp,w- ,4,:.iw.,,,rc ? y- ,rir y. NSV'�`.zvrd 'iY,,,„,”y,. I» ...�r..r<,,. , .,, � :. .,e '�"��m4< f cUllbValIS;KJ,�o July 3, 2003 Jonathan Tweet 13212 40th Avenue South Tukwila, WA 98168 Dear Permit Holder: City of Tukwila Department of Community Development Steve Lancaster, Director RE: Permit Application No. D02 -063 13212 40th Avenue South In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: • Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final inspection. Steven M. Mullet, Mayor This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to August 20, 2003, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Stefania Spencer Permit Technician Xc: Permit File No. D02 -063 Bob Benedicto, Building Official 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 January 7, 2003 Johathan Tweet 13212 40th Avenue South Tukwila, WA 98168 City of Tukwila RE: Permit Application No. D02 -063 13212 40th Avenue South Dear Permit Holder: Department of Community Development Steve Lancaster, Director In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Sincerely, Xc: Permit File No. D02 -063 Bob Benedicto, Building Official • Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to February 15, 2003, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Stefanie Spencer Permit Technician 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Steven M. Mullet, Mayor r c ^� tt1 !d1`Jnis a� FMy,V n?u5 R'SiA( aY March 12, 2002 Jonathan Tweet 13212 — 40th Avenue S Tukwila, WA 98168 RE: Letter of Incomplete Application #1 Development Permit Application Number DO2 -063 Tweet Residence 13212 — 40th Avenue S Dear: Mr. Tweet: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on March 7, 2002, is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Building Division: Ken Nelson, Plans Examiner, at (206)431 -3663, if you should have any questions regarding the attached. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206)431 -3670. Sincerely, Brenda Holt, Permit Coordinator encl File: Permit File No. D02 -063 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 z w 6 00 CO J ill 2 gQ I zi.- 1-o z I— w uj U� O w CI E- W = U U. O u i z - I 0 F z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -063 PROJECT NAME: Tweet Residence SITE ADDRESS: 13212 — 40 Avenue S Original Plan Submittal DATE: 8 -14 -02 Response to Incomplete Letter # Response to Correction Letter # x Revision # 2 After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete n Documents/routing slip.doc 2.28.02 0 n Fire Prevention n Planning Division DETERMINATION OF COMPLETENESS: (Tues., Thurs.) APPROVALS OR CORRECTIONS: Structural Incomplete n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route n Structural Review Required 0• Permit Coordinator No further Review Required DUE DATE: 8-15-02 Not Applicable n REVIEWER'S INITIALS: DATE: Approved ❑ Approved with Conditions n Notation: REVIEWER'S INITIALS: DUE DATE: 9-12 -02 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: F« �WH'NMbMFYK�fNIDWRM`1�FYl1hYPP.' NYC' �vlMrMpYU! wYSYM+ �" 1 41ti ( l rgTtl AY f? i' �tYkPtlhr* �4�, M• YR' �'%! R' M�i�CAYtsfAt .'R�.t �«S.*ftr in•S . v:r.. tyl.G{:Y• .. ... z ~ w re JU O 0 0 w' CO W w0 • }} g wa w 0 = a �. w Z = I— O Z I— w U� O 5 O 1— w W I— H IL O .. Z W O ~ Z ACTIVITY NUMBER: D02 - 063 PROJECT NAME: Tweet Residence SITE ADDRESS: 13212 40 Av S DATE: 04 -19 -02 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # _ I After Permit Is Issued DEPARTMENTS: Buildirtision 1'' Pub is Wo s 3°1. 1� wl nin.„ 4. DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete d Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route V Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: Documents/routing slip,doc 2.28.02 - 71 PLAN REVIEW /ROUTING SLIP Approved with Conditions Fire Prevention Structural Incomplete n n PERMIT COORD COPY Planning Division Permit Coordinator Not Applicable Not Approved (attach comments) Ill DUE DATE: 04-23-02 DUE DATE: 05-21-02 II REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: z ~ w - U O 0 U) o LLI W I I - O w al 2? u. to = z = Z° La U 0 O 52 o ff w • w -O .. z W U 2 O 1-- z DEPARTMENTS: AWC, _Kw Building D ivision Public Works n Structural PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 - 063 DATE: 03 -27 -02 PROJECT NAME: Tweet Residence SITE ADDRESS: 13212 40 Ave S Original Plan Submittal X. Response to Incomplete Letter # ' Response to Correction Letter # Revision # After Permit Is Issued Fire Prevention DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete d Incomplete C n Planning Division n Permit Coordinator DUE DATE: 03-28-02 Not Applicable Ti Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route 1R Structural Review Required APPROVALS OR CORRECTIONS: Approved n Notation: Documents/routing slip.doc 2 -2t1 -02 n PERMIT COORS COPY No further Review Required REVIEWER'S INITIALS: DATE: n DUE DATE: 04-25-02 Approved with Conditions Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: z w cr JU 00 CO W = CO LL iL O LL < I ▪ in z �. I- 0 z I- w U � ON o � w • O co 0 z ACTIVITY NUMBER: D02 -063 PROJECT NAME: TWEET RESIDENCE SITE ADDRESS: 13212 40" AVENUE SOUTH DATE: 3 -07 -02 X Original Plan Submittal Response to Correction Letter # Revision # After Permit Is Issued Response to Incomplete Letter # DEPARTMENTS: Bu'Idirfg Division [� •Ov Pu I rks /'j• DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Documents/routing slip.doc 2-2B-02 *, PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention 2' Struc tur al ; . � I.o � ❑ Incomplete [y/ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg [L. Fire ❑ Ping ❑ PW ❑ Staff Initials: 3.1'.•01 LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: PERMIT COORD C O rr' Planning Division Q� • b•oL t Per or mi odinaor DUE DATE: 3 -12 -02 Not Applicable ❑ DUE DATE: 4 -09-02 DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: z ~ w ce � JU 00 CO (OW J F— U) WO J tL < co = _ z � ZO U� O — O I— W W H - L O z W U= O ~' z �1 Revision No. 1 Date ; Staff I Received 1 Initials Date i Staff Issued I Initials 2/ I 0- / 1 4k, 0- lq-62 I tg) Summary of Revision: DaiscliaA repliw 1 atu rzfaikvikl LoiaL . afigi aff WitAt (pat. - h1) -ID ix ifourd. tax a ve t e. Received By: A AL• Ntic„0 _ Revision No. Date Received Staff Initials Date I Issued I Staff 1 Initials 1 I I Summary of Revision: Received By: Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials I Summary of Revision: Received By: ■ PROJECT NAME: Jutta PERMF4Q. DO Site Address: /3G? /a. q 0 SO - Original Issue Date: 1/ Revision No. Date Received REVISION LOG Staff Initials Date Issued • • *Staff Initials 5 / uteco..." Summary of Revision: Jrj #0 emit.' 0 E . tY1441. WI se Received By: Du C, Li Revision No. Summary of Revision: Date Received Staff Initials Received By: Date Issued (please print) (plea !e print) (please print) (please print) (please print) Starr Initials z < • 111 2 —J O 0 u) 0 COW W F- U) u_ w 0 _En D w z o Z I- O • 1.- 1 W w 0 L I 0 0 0 i= O I— City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: - 9/ 0 Response to Incomplete Letter # Response to Correction Letter # 0 Revision # after Permit is Issued Project Name: ` J LET RES t v em-ec Project Address: caA 4 °rtq R UC' Contact Person: 1)!}(/V L° � AdM t �✓ Phone Number: '-1 — ? 6 — (, y F 8 Summary of Revision: £xch>✓ D x 67 1 /1 /i "t1c T'k,JST1 ^ Lva9 0/0 Gfc OuJ 7 Cv✓C,2�.i �- Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: [1// Entered in Sierra on II So Plan Check/Permit Number: Z 3 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: "1/' t 2l trs- O Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # 1 after Permit is Issued City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431-3670 Project Name: *`T £ c ' dZ S t £ w e. Project Address: 3 ! L Lb Ili 4-0 L , S . Plan Check/Permit Number: - 1)04 'Tvci< Contact Person:. )4v z.. 4 e & i✓ Phone Number: it 3-S - G. Summary of Revision: T1q }irt -L v 4 e, of P P Pt: FA! o 1= v D Ki9 00 AR . 4 e K 04-S 4L.' L e4ar e.-e) ()/ 3+T M AR g, L $a Sheet Number(s): 1 a r t 51Q'.c- 'D -- )- '1 Pt ChL .L,s AIL S , es, tu �+ "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: JGV.Y ❑ Entered in Sierra on � PERMIT cEN 08/30/00 LEGAL DESCRIPTION THAT PORTION OF THE SOUTH 2 ACRES OF TRACT 58, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 74, RECORDS OF KING COUNTY, WASHINGTON, LYING WESTERLY OF THE WESTERLY MARGIN OF EAST MARGINAL WAY; EXCEPT THAT PORTION THEREOF DESCRIBED AS FOLLOWS: • BEGINNING AT THE INTERSECTION OF THE WEST MARGIN OF EAST MARGINAL WAY AND THE SOUTH LINE OF TRACT 58; THENCE NORTHERLY ALONG SAID WEST MARGIN, 65 FEET; THENCE WEST 104 FEET; THENCE NORTHWESTERLY IN A STRAIGHT LINE 134 FEET TO A POINT ON THE WEST LINE OF SAID TRACT 58, A DISTANCE OF 75 FEET NORTH OF THE SOUTHWEST CORNER THEREOF; THENCE SOUTHERLY 75 FEET TO THE SOUTHWEST CORNER OF SAID TRACT 58; THENCE EASTERLY ALONG THE SOUTH LINE 266.5 FEET TO THE POINT OF BEGINNING. SUBJECT TO AND TOGETHER WITH ALL EASEMENTS, RESTRICTIONS, RESERVATIONS, AND RIGHTS OF RECORD IF ANY. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. ���vEo RE cuKW c.\% ° LEGEND ® = 1 1/2" ALUMINUM SURFACE MONUMENT 6 = MONUMENT IN CASE = GAS VALVE • = SET 1/2" X 24" REBAR WITH CAP LS 29539 .. = UTILITY POLE CALC = CALCULATED CITY = CITY OF SEATTLE ENGINEERING DEPARTMENT DW = DRIVE WAY G = GAS matessonnasessomsgeis 1::l1:14$.2,1 INVERT ELEVATIO ry . afx. rlax taurvn t+Alii.iA ?'b 74Fri:i�,;�e�a.;r:, BAR p 1 2p02 PERtA1' CENTER z 0U O 0 • w ,w O u. = 1-- i z zo LU w o ff 1 • E w w LL z ui U co H � . O z Residential Sewer Use Certifir Lion (To be completed for all . , sewer connections, reconnections, or change oi use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council as a rate 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 or this form should be referred to King County Wastewater Treatment Division at (206) 684 -1740. (Please print or type) Owner's Name e•e l boa' )614/ NI (Lest, First, Middle Initial) Property Tax I.D. Number 7 3'[ a 60 - 6 5 V 1 Subdivision NameSee a-tick chtcl r r - �" t . ° Lot # Block # Building Name (it applicable) Property Street Address 1 32 12— 4 6 A ve. City, State, Zip 1U KW; t/GL id 0. 6 1`,/ 6 S Owner's Mailing Address (If different from above) Owner's Phone Number ( ) 21'1 2-4) Property Contact Phone Number (2O4; ) 2 L I I 26, q Party to be Billed (if different from owner) Party's Mailing Address City or Sewer District \/0:...1 V Gt,, Date of Connection f -- .a - Q Side Sewer Permit # 170 - OHO `/ Demolition of pre- existing building? ❑ Yes ig(No Type of building demolished? Sewer disconnect date? Please check appropriate box: Single- family ❑ Duplex (0.8 RCE per unit) ❑ 3 -Plex (0.8 RCE per unit) ❑ 4 -Plex (0.8 RCE per unit) ❑ 5 or more (0.64 RCE per unit) No. of Units x 0.64 = ❑ Mobile home space (1.0 RCE per space) No. of Spaces Signature of Owner /Representative x 1.0 = Residential Customer Equivalent (RCE) 1.0 1.6 2.4 3.2 Print Name of Owner /Representative - 7Tt ( I or e 67' 1057 (Rev. 8101) White — King County Yellow — Local Sewer Agency Pink — Sewer Customer Account # Monthly Rate Six Month Due RECEIVED CITY OF TUKWILa MAR 0 7 2002 PERMIT CENTER DOZ -010 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 c• - ted data for determination of a revised capacity charge. Date ( � D Part A: (To Be Completed by Applicant) Purpos of Certificate: Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other t, --- e_e_ Phone: zap 2 6 1 1 2 Go L}. Applicants Name: y d Property Address or Approximate Location: n / j 12122,2,i /�V'.2 -. / kus &630,67' Legal Description(Attach Map and Legal Description if necessary): Part B: (To Be Completed by Sewer Agency) 1 ❑ a. 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. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2 (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3 ❑ a. 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, RECEIVED CITY OF TUKWILA OR ❑ b. Annexation or BRB approval will be necessary to provide service. X0 720( 4. Service is subject to the following: a. District Connection Charges due prior to connection: P ERMIT CENTEF GFC: $ SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $1090 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) b. Easements: ❑ Required • ❑ May be Required c. Other: By 'WORKING TOWARD A BET'rcrt ENVIRONMENT x,111 \ SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY iCertificate of Sewer Availability OR ❑ Certificate of Sewer Non-Availability y I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from the date of signature. Title (D sr� �h '� v n«n mwt+Yi?T ' 4'ES4a i� tslaeaw *Y aNra r wMr ..... ly " (_ 4 e.. CJc 7 p 1-1 14816 Milhas y Road South P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 Date H- li 1G4 2 F • ACORD TM ...... , ..:.::::.:....:.:.:,:...:..... PRODUCER r AAG /BECKLER 315 MAPLE VALLEY HWY S.E. huiPLE VALLEY, WA 98038 INSURED TWENTY FOUR TWICE, INC. DESCRIPTION OF OPERATIONS /LOCATIONS/VEHICLES /SPECIAL ITEMS GTATE OF WASHINGTON EPT OF LABOR & INDUSTRIES P.O. BOX 44450 OLYMPIA, WA 98504 SIMOMMOUllassasamm DATE (MM /DD /YY) 08/28/2001' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. COMPANY A CONTRACTORS BONDING & INS CO CON COMPANY 8 COMPANY C 12216 SE 258TH PL KENT, WA 98031 RA THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, COMPANY D COMPANIES AFFORDING COVERAGE CO QTR TYPE OF INSURANCE GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY CLAIMS MADE © OCCUR AUTOMOBILE UABILITY ANY AUTO AU. OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON-OWNED AUTOS OWNER'S & CONTRACTORS PROT GARAGE LIABILITY ANY AUTO EXCESS LIABILITY UMBRELLA FORM OTHER THAN UMBRELLA FORM WORKERS COMPENSATION AND EMPLOYERS' LIASIUTY THE PROPRIETOR/ PARTNERS /EXECUTIVE OFFICERS ARE: INCL EXCL OTHER POUCY NUMBER INSSB1215 POUCY EFFECTIVE DATE (MM /Ob/YY) 09/17/01 POUCY EXPIRATION DATE (MM /DD/YY) 09/17/02 UNITS GENERAL AGGREGATE PRODUCTS-COMP /OP AGO PERSONALS ADV INJURY EACH OCCURRENCE FIRE DAMAGE (Any one fire) MED EXP (Any one person) COMBINED SINGLE UMR BODILY INJURY (Per person) BODILY INJURY (Per occident) PROPERTY DAMAGE AUTO ONLY • EA ACCIDENT OTHER THAN AUTO ONLY: EACH ACCIDENT AGGREGATE EACH OCCURRENCE AGGREGATE WC STATU- TORY UMITS 0TH• ER EL EACH ACCIDENT EL DISEASE • POUCY LIMIT EL DISEASE - EA EMPLOYEE s S S S S S S S S 1000000 1000000 1000000 1000000 300000 5000 S S S S S S S $ C NCE4IATI SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL O DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR UABIUTY OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. ACO CORPORAT ON :�i k Z w JU 00 N CO w J = F— WO LQ w • a �.w Z = l-- 0 z F- LU • W 0 O • - O H W F- ! .• Z W = O ~' z .TMENT OF LABOR AND INDUSTRIES , CONTRACTOR'S REGISTRATION SECTION P. 0. Box 44450 Olympia, Washington 98504 -4450 No. Registration No. (optional) (optional) DUPLICATE ORIGINAL Required by the Contractors Registration Act BOND NO. SB1215 RCW 18.27 TWENTY FOUR TWICE, INC. as Principal, and CONTRACTORS BONDING AND INSURANCE COMPANY , a corporation organized and existing under the laws of the State of WASHINGTO and authorized to transact surety business in the State of Washington, as Surety, by this bond bind ourselves and our heirs executors, administrators, successors, and assigns, jointly and severally, to pay the State of Washington SlxThousan Dollars lawful money of the United State of America. The Principal has applied for a Certificate of Registration , from the Contractor's Registration Section of the Washington State Department of Labor and Industries, to carry on the business of a contractor in the State of Washington. The Principal is required by chapter 18.27 of the Revised Code of Washington (RCW) to furnish a bond in the penal sum of 58.000.00 dollars with good and sufficient surety. The bond must be conditioned as required by RCW 18.27.040. If the Principal, in compliance with the provisions of chapter 18.27 RCW, pays all (1) wages and benefits to persons furnishing labor to the Principal, (2) amounts that may be adjudged against the Principal by reason of breach of contract including negligent or improper work in the conduct of the contracting business, (3) persons who furnish labor and materials or rent or supply equipment to the Principal, and (4) taxes and contributions due to the State of Washington, the obligation of the Principal and the Surety shall be null and void. If the Principal does not pay the above claims, the bond shall remain in full force and effect. In no case shall the Surety be liable for any claim not included in RCW 18.27.040. Any person that has a claim against the Principal, arising from failure of the Principal to pay any of the four items referred to in paragraph 3, may bring suit upon this bond in the superior court of the county in which the work was done, or of any county in which the court has jurisdiction over the Principal. The suit must be brought within the time and In the . °'tner required by RCW 18.27.040. The aggregate liability of the Surety under this bond for claims against this bond shall not exceed the penal sum of this bond. No extension by continuation certificate, reinstatement, reissue, or renewal of this bond shalt increase the liability of the Surety. If the claims against the bond that are pending at any one time exceed the remainder of the aggregate liability minus the amounts previously paid by the Surety because of other claims against this bond, the claims shall be satisfied in accordance with the provisions of RCW 18.27.040. This bond shall become effective on 11/15/1997 and shall be void if not filed with the Contractor's Registration Section by 12/1511997 and shall remain in force continuously unless the Surety gives written notice to the Director of Labor and Industries of its intent to cancel the bond. A cancellation or revocation of the bond or withdrawal of the surety from the bond suspends the registration issued to the registrant until a new bond or reinstatement notice has been filed and approved as provided in the statute. IN WITNESS OF THIS CONTRACT, The Principal and Surety have affixed their hands and seals this 22ND day of AUGUST Principal's Name 'TWENTY FOUR TWICE INC. n26-003-000 wny bond 7417 CONTINUOUS CONTRACTOR SURETY BOND , 997 Surety Name CONTRACTORS BONDING AND INSURANCE COMPANY Z W re -JU O 0 W= CO Li_ WO 2 u_ • a = W Z � H O Z I— W O • N O F- W W W Z tit U= O f" z r JUL 3 0 2001 TO: AAGBECKLER 23615 MAPLE VALLEY HWY SE MAPLE VALLEY, WA 98038 To be attached to and form a part of: Type of Bond: CONTRACTORS LICENSE BONDS:ULTRA PREFERRED PREMIUM:GENERAL__ Bond Number: SB1215 • Executed by: TWENTY FOUR TWICE, INC. as Principal, and by Contractors Bonding and Insurance Company as Surety, In favor of: DEPARTMENT OF LABOR & INDUSTRIES and dated: In consideration of the premium charged for the attached bond, it is hereby agreed to change: PENAL SUM From: $6,000.00 To: $12,000.00 The attached bond shall be subject to all its agreements, limitations and conditions except as herein expressly modified. This rider is effective: 15- Nov -01 Signed and Sealed 26- Jul -01 Principal: TWENTY FOUR TWICE, INC. By: < o NG 41,1 sp��.ON,j• � Surety: Contractors Bonding and Insurance Company c,o' r0 :t SEAL �•��I By: BndRIDE.05- US081595 GE RIDER COPY Home Office 1213 Valley Street P.O. Box 9271 Seattle, WA 98109 (206) 622-7053 (800) 765 -CBIC (206) 382 -9623 FAX BF000057 05/24/2001 N125.052410 ( 8/97 DEPARTMENT OF LABOR AND REGISTERED AS PROVIDED CONST CONT GENERAL INDUSTRIES BY LAW AS 7 1/1._ MVREGLST2 # EXP. DATE CC01 2TWENTFT097Q2 10/09/2003 ESEECMIMEOAATEJI.P t.,11/22/1991 TWENTY'FOUR%.TWICE INC 12216 SEI 258TH PL KENT WA 98031 :VA.etealushi.444,4 S . REVISIONS SS MH 7 RIM 78.16 EXISTING \ GRAVEL NEW MONUMENTED CENTERLINE OLD PLAT CENTERLINE 4 NEW MONUMENTED RIGHT OF WAY PLATTED LOT LINE ALL MEASUREMENTS WERE MADE WITH AN ELECTRONIC THEODOLITE WITH A ONE SECOND HORIZONTAL AND VERTICAL DISPLAY AND MANUFACTURERS STANDARD POINTING DEVIATION OF' THREE SECONDS AND AN ELECTRONIC DISTANCE MEASURING DEVICE WITH A STANDARD DEVIATION OF 3MM f 3PPM FIELD TRAVERSE METHOD IN COMPLIANCE WITH W.A.C. 332 - 130 -090 ALL POINTS INDICATED FOUND WERE VISITED IN 3 -2000 UNLESS OTHERWISE NOTED. GARAGE ENCROACHES 0.80' GRAPHIC SCALE ( IN FEET ) i inch = 30 BUILDING HOUSE I understand that the Plan Check approvIPdr *I subject to errors and omissions and approval of plans does not authorize the violation of StIPUATE adopted code cr ordinance. Receipt of con- tractor's copy of approved plans acknowledged. C.O. RIM 52.9 IE 48.2 52.27 SEPARATE PERMIT REQWRED FOR: ❑ MECHANICAL ❑ ELECTRICAL ❑ PLUMBING ❑ GAS PIPING CITY OF TUKWILA BUILDING DIVISION FILE COPY NI 90 SS MH RIM 51.20 IE 43.45 THAT PORTION OF THE SOUTH 2 ACRES OF TRACT 58, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 74, RECORDS OF KING COUNTY, WASHINGTON, LYING WESTERLY OF THE WESTERLY MARGIN OF EAST MARGINAL WAY; EXCEPT THAT PORTION 'THEREOF DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE WEST MARGIN OF EAST MARGINAL WAY AND THE SOUTH UNE OF TRACT 58; THENCE NORTHERLY ALONG SAID WEST MARGIN, 65 FEET; THENCE WEST 104 FEET; THENCE NORTHWESTERLY IN A STRAIGHT UNE 134 FEET TO A POINT ON THE WEST LINE OF SAID TRACT 58, A DISTANCE OF 75 FEET NORTH OF' THE SOUTHWEST CORNER THEREOF; THENCE SOUTHERLY 75 FEET TO THE SOUTHWEST CORNER OF SAID TRACT 58; THENCE EASTERLY ALONG THE SOUTH LINE 266.5 FEET TO THE POINT OF' BEGINNING. TO AND TOGETHER WITH ALL EASEMENTS, RESTRICTIONS, RESERVATIONS, TS OF RECORD IF ANY. CALC SUPT. OF RECORDS BE MADE T.) WITHOUT p ..A O .I1.Of 74'0 1 1/2" ALUMINUM SURFACE MONUMENT MONUMENT IN CASE GAS VALVE SET 1/2" X 24" REBAR WITH CAP LS 29539 UTILITY POLE CALCULATED CITY OF SEATTLE ENGINEERING DEPARTMENT DRIVE WAY GAS INVERT ELEVATION MEASURED OVERHEAD TELEPHONE UNE SANITARY SEWER DECIDUOUS TREE DOES NOT SHOW TRUE EXTENT OF CANOPY cay OF TUKWILA W1MD APR — 2 2002 ts,.\ xis NO 1ED WA/ = CENTER LINE RECEIVED = LOT LINES / RIGHT-OF-WAYS CITY of TUKWILA MAR 0 72007 SPOT ELEVATION IS LOCATED AT THE DECIMAL POINT OF ELEVATION (200.0) UNLESS AS NOTED WITH LEADER OR X THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST OF JOHN TWEET IN MARCH 2000. CERTIFICATE NO. 29539 FILED FOR RECORD THIS , , DAY OF ,2000 AT IN BOOK , _ , OF SURVEYS, PAGE �._._ AT THE REQUEST OF R. G. GREEN E GENERAL NOTES HORIZONTAL DATUM: N2310'50 "W ALONG E. MARGINAL WAY S. VERTICAL DATUM: ASSUMED or be or SURVEYED BY RG DRAWN BY RG CHECKED BY APPROVED BY DATE PRINTED 3/27/00 SCALE 1" = 30' F.B. NO. 1 PG 62 GREENS LAND SURVEYING EDMONDS, WASHINGTON EDMONDS, WASHINGTON PHONE (425) 697 -6606 FAX (425) 697 -6604 PLAT OF SURVEY FOR JOHNATHAN AND THERESE TWEET PTN: N.E. 1 4 N.W. 1 4, SEC. 15, T 23 N, R 4 E, W.IM. JOB NO. 2000.03.10 DRAWING NO. 1 OOTWEET or Written dimensions on this dreaming shall have precedence over scaled dlmenslon.. Gontact•r shall verify all dimensions, condition., etc.., pertaining to the work before proceedIng. The Owner must bar notlPlocl of any variations Prom the dimensions and /or conditions shown on this• drawings. Any such variation shall be resolved the Owner prior to roce•ding with tho work, or the Contractor shoal I accept ull r•.ponolbiltty for the coot to rectif y *come. Front elevation TF SEE 8ENE AL NOTES NM MN drME'RAL NOTES ,NN OO MAIN i" `LOOR UNPIN. SC,ALE 1/4" in 1' —O" uPP'Z FLT MAIN FLOOR L IN. BASEMENT REAR Elevation dote: 0/ -26 -0I permit: 02- -25 revisions: 00-00-00 RECEIVED CITY OF TUKWILA MAR 0 7 2002 PERMIT CENTER Alritt•n dlmonsions on this drawing *ha II have) precedence over scaled dim.ns ions . contactor shall vorify all dimension*, conditions, ■tc., p.rtalning to the) work b•for• proc *.ding. The Ownor must be notified of any var[cations from t10 dimonsIons and /or conditions shown on th.s• drawings. Any such variation sholI b. r•solvd by G the Owne)r prior to ro ••ding w the e) oith work, or th ntractor shall oc.•pt . full r.sponslbillty for Ow cost to rectify same). SEE Rj L NOTES SCALE : I /4" an UPPER. FLOOR. MAIN FLOOR imp, N. BASEMENT RI EL-t1AiION—AS SL)ILT dote: C77-26-01 permit : 02 -25 -02 revisions: OO--OO -+CEO RECEIVED CITY OF TUKWILA MAR 0 7 2002 PERMIT CENTER drawn LC A/ chec. ct by : s f-- - r AfE3-42 OF I UPPER lilLO UNPIN. BASEMENT Alritt•n dlmonsions on this drawing *ha II have) precedence over scaled dim.ns ions . contactor shall vorify all dimension*, conditions, ■tc., p.rtalning to the) work b•for• proc *.ding. The Ownor must be notified of any var[cations from t10 dimonsIons and /or conditions shown on th.s• drawings. Any such variation sholI b. r•solvd by G the Owne)r prior to ro ••ding w the e) oith work, or th ntractor shall oc.•pt . full r.sponslbillty for Ow cost to rectify same). SEE Rj L NOTES SCALE : I /4" an UPPER. FLOOR. MAIN FLOOR imp, N. BASEMENT dote: C77-26-01 permit : 02 -25 -02 revisions: OO--OO -+CEO RECEIVED CITY OF TUKWILA MAR 0 7 2002 PERMIT CENTER drawn LC A/ or Wrltt•n dlmonslons on this dreawing shall hcav pr•c.d•n.• ovr ocalod dlm•nslons. Contractor shall vrlfy all dim•nslons, conditions, •tc., p•rtcalning to this work b•for• procooding. 'This Own•r must b• notlf Iad of any variations Prom them dlmonslons and /or conditions shown on those) drawings. Any ouch vdrlatlon shall bir r•arolvs►d by this Own•r prior to f roc...ding with this work, or them Contractor shall cept a ull r.sponslblllty for them cost to roctIf y same). NOTES: I. ALL 14QOL) EXSPOSEI7 TO WEATHER SHALL BE PRESSURE TREATED OR CEDAR. 2 . CAULK AND SEAL ALL HI NDOY 7OOR AND EXTER I OR ENVELOPE PENETRAT I ONS 3 . E LAZ I NCB E'ER STATE ENERGY CODE . 4. SEPERATE PERM I TS ARE REOU I FED FOR FENCES, PLUMB! Tel, MEGNAN I GAL, AND ELEC TR. I GAL . 5. 50% OF F VElsIT I NCS SHALL OCCUR I N EAVES AS 15I RD BLOCK I NC3. 6. REFER. TO ALL ELEVATIONS FOR TYP I GAL NOTES. OUTLOOKERS TO MATCH EXISTING ' TYPICAL BARGE ESOAP D 4 RAKE MOLL ? TO MATCH EXIST! NO► TYP I CAL ELEC. Mim * oa,I b c6 POST SEE c9ENNNERAL_ NOTES 'RI MIN SEE N L NOTE'S ci1. OM. f FF114 ADDITION ' XISTIN4S• UPPER FLOOR MAIN FL UNPIN. BASEMENT �XP A WN24 20 k SCALE: 1/4" : I " ADD ITION EX I STI N C7 UPPER FLOOR MAIN FLOOR UNPIN. 15ASEMENT REAR [EhLEVATI ON-Ai7 I TI ON 5001 OF P4O 2 IsOOT ADDITION TO WEST' 'AIDE OP' EX I ST I NO REIS I DENGE TO A►GGOMODATE ELEVATOR! ADDITION EXISITN LEFT L EXI STI NCB NEW ROOF TO MATCH EXISTING, Wrltt•n dlm•nslons on this drawing shall hav pr.G•d•nc.• ovr scols►d dlm•nsion*. Contactor shall vrlPy all dlm•nslons, condition*, •tc ., p•rtalning to this work b•for• proG..ding. Thal vwn•r must b• notlft•d of any variations from th• dlm•nslons and /or conditions shown on thus. drawings. Any such varlation shall b• r•solvd th• Ownor prior to proG•IdIng with th• work, or th• Gontrcactor shall occopt Pull r•sponslblllty for th• cost to r•GtIry sam•. ADDITION RIGHT Lafl I TI ON I. ALL Moo° INXINP 7r1lo 10 AINIAT INt 1110041120 17R CEDAR 2. CAULK APPITION EXISTING ADDITION STING MAIN FLOOR ADDITION resvis ions : 05- 22--01 RECEIVED CITY OF TUKWII.A MAR 0 7 2002 PERMIT CENTER drawn LGv checic,� � by: r 0 Wr1tt•n dimensions on this drawing shall how* pr•G•d•nce •vor scolsd dlm•nslons. Contactor shall vsrlfy oil dlmsnslons, conditions, etc., pertaining to the w ork before proc•atding. That Owner must b• notlflr►d of any varIotIons from that dimensions and /or conditions shown on these, drawings, Any such variation shall be resolved e th Owner prior to procooding with the work, or that by ontraGtor shall accept full responsibility far the) coat to rectify some NALL LEGENDELEC. PANEL VERIFY ACCESS TO ADDITION THROUGH EXISTING HALL 1/2" EXISTING TO REMAIN EXISTING TO REMOVE NEW WALL FLOOR DRAIN EXISTING CEILING HEIGHT: 6'- UNFINISHED STAIRS UP FURN NOTES: ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED OR CEDAR. SOLID BLOCKING UNDER ALL SEARING HALLS. SLOPE ALL GONG. STOOPS AND /OR PATIOS 1/4" PER FOOT AWAY FROM DOORWAYS. CUT THRJOtxsH c:omaiRe HALL FOR ACCESS (VERIFY LOGATIOW EXISTING CEILING HEIGHT: 6'-6" Vet UNFINISHED LDF Y TUE3 NOTES SEE GENERAL. NOTES ALL EXTERIOR HARM WALLS TO BE 2 X 6 STUDS r 16" O.G. TYPICAL. ALL HEADERS TO BE 4 X IC) DP *2 UNLESS NOTED OTHERWISE. FUR -OUT HEADERS TO MATCH 2 X 6 HALLS. SOLID BLOCKING UNDER ALL BEARING WALLS. TUB /SHOWER UNITS SHALL HAVE FIRE BLOCKING BETWEEN WALL STUDS AND WATERPROOF SURROUNDS TO +72" FROM DRAIN. GLAZING, INCLUDING WINDOWS WITHIN +72" O DRAIN, SHALL E3E SAFETY GLASS. SHOWER FLOW IS LIMITED TO 5 GAL/MIN. E5ASEMENT P [. - OOP P1-AN SCALE 1/4" • I'i O" permit: 02-25-02 revisions: 00-00-00 RECEIVED CITY OF TUKWILA MAR 0 7 2002 WrItt•n dlm•nslons on this drawing shall hcav pr•c•d•nc• ovr scald dlm•nslons. Contactor shall vrlfy call dlm•nslons, conditions, •t.., p•rtalnIng to th• wo b•for• proc••ding. Theo Own•r must bar notlf 1•d of any variations from th• dimension* and/or conditions shown on th•s• drawings. Any such var Iat ion shca I I b• r•so Iv.d by the Owner prior to ro,••d e Ing with the) work, or the „ontr oc,tor shall ll ac• t f ull full for ths► cost to r•ctIf some/. ADDITION ADDITION ELEVATOR NOTES. DO NOT FRAME ELEVATOR SHAFT UNTIL APPROVED ELEVATOR SHOP 1:MA11 I N65 ARE RECEIVED AND REVIEWED BY THE CONTRACTOR. 6 . 111 EXI'STIN S-S 4xI2 KEEP E3OOKSHELF mis SIDE ONLY 3EDRQQM EXISTINb TO REMAIN EXISTING TO REMOVE NEW WALL NOTES. 1 EQQM w�www�wwwww�wwrr Li VI •OM Poo z OZ Gov ALL EXTERIOR WARM WALLS TO BE 2 XC 6 STUDS • 16" O.G. TYPICAL. ALL HEADERS TO BE 4 X 10 Dl■M2 UNLESS NOTED OTHERWISE. IsUR -OUT HEADERS TO MATCH 2 X 6 WALLS. SOLID BLOGKINb UNDER ALL BEARIN6 WALLS. TUB /SHOVER UNITS SHALL HAVE F I R.E BLOCKIN8 BETWEEN WALL STUDS AND WATERPROOF SURROUNDS TO +12" FROM DRAIN. bLAZ I Nb, I NGLUD I NF.s WINDOWS WITHIN +12" OF DRAIN, SHALL SE SAFETY 8LAS5. SHOWER BLOW IS LIMITED TO 5 C5AL/MIN. MAIN FLOOR PLAN SEE drEN NOTES p I t : 02-25-02 reovIs loins : 00-00-00 RECEIVED CITY OF TUKWI MAR 0 7 ?flO? PERMIT CENrE drawn : LGN/ check.o by: WrItt•n dlm•nslons on this drawing shall Nava/ pr•c•d•nc• over ocal•d dIm•nslons. Contactor shall verify call dimension., conditions, etc., p•rtalning to the work before proc••ding. Theo Owner must b• notlfl•d of any vorIcitIOns from the dlm•nsl•ns and /or Conditions shown on th•s• drowing*. Any ouch varlat1on shall be resolved the Owner prior to procooding with the Work, or tho Contractor shall CaGG• t Mull r•sponsibIllty for the y ADDITION NEV ''4 ATTI C STORA NEW ATTIC' 12 ADDITION ROOF P RA1'1I NO NOTES, 2X6 RAFTERS • 24" O.G. / 2X6 CEILINe JOISTS • 24" o.G. TYPICAL UNLESS NOTED OTHERWISE. EXISTING EXISTIN CSC I STI N6 SI 'B EXISTING CLOSET' WALL. LEGEND CLOSET EXISTING TO REMAIN EXIST1N6 TO REMOVE NEW WALL GREAT RQOM NOTES 8 ALL EXTERIOR WARM WALLS TO BE 2 X 6 STUDS • Id" O.C. TYPICAL. ALL HEADERS TO BE 4 X IO Dris2 UNLESS NOTED OTHERWISE. i"UR -OUT HEADERS TO MATCH 2 X 6 WALLS. SOLID BLOCK INO UNDER ALL. BE ARING WALLS. TUB /SHOWER UN I TS SHALL HAVE P 1 RE BLOCK I NEs BETWEEN WALL STUDS AND WATERPROOF SURROUNDS TO +12" PROM DRA IN. GLAZING, INCLUDING W I NDOWS WITHIN +12" OFD DRAIN, SHALL BE SAFETY GLASS. SHOV+El2 FLOW IS LIMITED TO 3 &AL/MIN. Vo2 •a SEE ErENEMAL NOTE..' UPPER FLOOR FLAN SCALE i 1/4" • 1 '-O" E)(ISTING WALL SLOP EX CEILING EXISTING 2x8 P.J. EXISTING GOt4C. WALL EXISTING CONCRETE FLOOR 2x6 • 12 O.G. ELEVATOR SHAFT NOTE: 5/b TO BE FLUSH W/ PIT OPENIN& s3 STUB STEEL SIMPSON C►OMPACTEc7 SAGKPILLL ELEVATOR PIT PITCH TO MATGH EXISTING INritt•n dlmmnslons on this drawing shall hove/ pr•G•d•nc• Ovr scold dim•nslons. Contactor shall vrl ?y all dimension*, conditions, •tG., p.rtalning to the work balforo proc•coding. Th. Owner must b• motif I•d of cony variations Prom the/ d Irn•ns ions and /or conditions shown on those) drawing,. Any such variation shall bow r.solvod by c the► Owner prior to roc••ding with this work., or ths► Contractor shall aG•pt f full r•sponslblllty for the Cost to r•Gtif y same. EXISTIN SLOE crsENE AL NOTES VERIFY ADDITION VERIFY' ECTION ,4 -?. SCALE : 1/4" = I , ' 1 10 „ MAIN FLOOR. SEE tSENER,AL NOTES FLOOR MAIN FLOOR BASEMENT PLATE TO MA LXISTINEs fZit'aG • dcites : 01- -26- -0 perm It : 02 -25 -02 revIe tons: 0S-- 22--0I on this drawing shall hove, pr•c•d•nc• ovr .cal•d dlrn•nslons. Contactor shall verify all dlm•nsl•ns, conditions, etc.., p•rtalning to the, work before proc•oding. The Owner must b• notified of any variations from the dimensions and /or conditions shown on th•s• drawings. Any such variation shall bo r•so l vd the Owner prior to roc••ding w cac�r with the work, or the Controc.tor shall cpt P ull responsibility for the cost to r•ctlfy same,. SEE 6►ENERAL. NOTES r-1 UPP ER PLOOR MAIN FLOOR UNPIN. BASEMENT EXISTIN G Si-ECjION Ce—Ce (AssUMtEt) • ALE = 1/4" = I'--0" 0 R -14 PITCH TO MATCH EXISTING ROOF 2x4 1_ED6ER Zxb IRAPTERS • 24" O.G. 4-2x6 2x6 • 12 0.G. 4- 2x LELSE -90 2 10$-6" POOR 6's" ELEVATOR. DOOR SEE 6►ENERAL NOTES /-RIDGE VENT 0110 7 r 2x6 G.J. • 24" ©.G. ATOR 2x• • 12" O.G. VON ELEVATOR. 4-,2x• 5/4" T+6 PLWL) 3x6 t7EGKINGs L 4-2.x/3 2x LE1 6E 2x6 RAFTERS • 24" O.G. 2x4 BALLOON A7tITION SECTION SCALE: 1 /4" = 1 '-O" tslAh PO2# o ( a 2 ‘ 111tk 2420 PLATE TO EXIST1 Nb 1 UPPER PLOOR MAIN FLOOR permit: 02 -25 -02 resv ions : OS -22 -01 a 1NrItt•n clImonslono on this drawing shall how/ pr•c•d•nG• ovr scaldod dlm•nslano. Contactor shall vorlfy all dIm•ns /on*, condltlons, •tc., portalning to th• work bbPor• procooding. Theo Ownor must b• notlfle)d of any variations from the) ciIm•nslons and /or conditions shown on th•s0 drawings. Any ouch variation shall b• rosolvd by th• Own or prior to r-oc..ding w Ith this work, or th• Contractor shall occopt f u l l r•sponslbl I lty for the) cost to r•ctIPy *oms►. K 3/4° CLEAR 1/2" MIN. CLEAR eo4 VERTI CAL REBAR 10" O.G. C.RA MLSPACE WATE MEMO FILTER FABR. I" WASHED DRA, I N ROCK 4" RI & 1 D PERFORATE 17 RAIN TILE Y'1/ CLOTH COVER- POSITIVE DRAIN TO DAYL I tT 3 - *4 CONTINUOUS f'c. = 2500 PSI fy = 40,000 P51 2X6 SILL PL. W/ 5/5". A30 A.B. eo► 1$" O.G. YV1 TH 2 "X2 "X3 /I6" W, SH___ 2X6 STUDS O 16" O.G. WITH R -Iq INSUL. 3/4" PLYWOOD SUBFLOOR ON TJI OR STICK FRM . FLOOR SYSTEM W/ R-1 INSULATION: I NSTALL FLOOR SYSTEM BEFORE BAGKF I LL SIMPSON A -35 FR.AMI N& ANCHOR AT EACH FLR. JST. FIN. FLR. MAIN EXTERIO ASMNT v4/ JSTS. P I CA-X. AR. (TOP) SCALE : 1/2" = 1' -0" *4 VERTICAL REBAR 10" O.G. I NSTALL 4" SLAB PR.I OR TO BAGKFILL - SEE FOUNATION PLAN FOR NOTES HATE FILTER FABR I " 1NASHED DRAIN ROOK 4" 1IE,ID PERFORATE DRAIN TILE W/ CLOTH GONER POS I T I VE DR.A I N TO DAYL I &I-4T 3 - *4 CONTINUOUS f'G = 2500 PSI fy = 40,000 PSI 2X6 STVDS • 16" O.G. WITH R -I INSUL 2X6 SILL PL. W/ 3 /S "0 A30 A.B. O 18" 0.G. WITH 2 "X2 "X3 /16" WASHERS z 3/4" PLYWOOD SUBFLOOR ON TJI OR STICK, FRMer. . FLOOR SYSTEM 1N/ R- I q INSULATION: INSTALL FLOOR SYSTEM BEFORE BAGKF I L L FIN. FLR. MAIN EXTERIOR BASEMENT JPs4/ JSTS. FAALLL (wsi:7E) SCALE : 1 /2 " = date : 0'1 -26 -0I perm it : 02 - 25 - 02 revisions OOrt00 -00 2X RIDGE BOARD ONE SIZE LARGER! THAN RAFTERS 2X RAFTER 2X E3RAGE 45' MIN. 4S" o.c. NOTES 24" CARDE3OARD BAFFLE ALLOW FC7R. I" AIR Al SPACE MIN. EXTEND 12" ABOVE INSULATION. 2X BIRD SL.K.'&. fN/ SCREENED VENT HOLES SOLID SHHEATH I NCB OR cox PLThU7. 1 EXPOSED TO WEATHER. IX FASCIA SD. 1N/ METAL GUTTE NAILING PER UBC PLYWD. SHEATH I NCB 2X P.T. SILL PLATE TYP I GAL ROOF FAMIM G FIN. GRADE TO SLOPE AWAY FROM SUILDIN& 4 "47 D.S. TI GHTL I NE POSITIVE DRAIN TO STORM SYSTEM 6 MIL BLACK. 'V I SOUEEN' VAPOR BARRIER I. SEE FLOOR PLAN FOR CEILING JOIST SIZE AND SPACING. 2. SEE i2+0OF FRAAM I N 3 PLAN FOR RAFTER SIZE AND SPACING. 3. VENT PER UE3G 047 *4 STUB STEEL PIN ANCHOR OR STC -S I MPSON CL I P STEEL FHA1RDEiNEED NAILS TYP. ALL PADS ALL FOOTINGS TO SEAR. ON FIRM Limp I STURBED SO I L 4 "0 P'ERF. FOOTING DRAIN TILE W/ CLOTH COVER GRANULAR COVER AS REC?'D. BY SOIL COND. CEILING JST. 2 -2X TOP PLATE 2X Snip • 16" O.C. SEARI NG� NALL INSULATION E'ER THERMAL CALCULATION 2x CEILING, ,/ ..�J�O I STS OR BOTTOM G. ■,�.RD ,./ ] F TRUSS 1/2" GYPSUM WALLBOARD SEE PLANS FOR DES I GNATED SHEAR HALLS SOLID SLOGIC I iN I AT SEARING, TYP. I NSULAT I ON PER THERMAL CALCULATION 2X6 GONTI NUOUS PURL IN (NOTCH BARGE) ROOF I NG MATER I AL FINISH PER ELEVATION ON 1/2" SOLID CDX 24 -0 PLYWOOD SHEATH I NO; INSTALL PER MFD. SPECIFICATIONS. • (I/2" ACX PLYND 0 EVES) 2X RAFTERS OR APPROVED TRUSSES BEARING MANUFACTURER'S SEAL. SEE ROOF FRAMING PLAN FOR SPAC I NG SEE F ATI ON PLAN • - SIZE 4 :IO* FELT 2:1 MAX. SLOPE USABLE SPACE UNDER STAI TO BE 1 HR FIRE CONSTRUCT 5 /S" - -- 'X' G.W 1NAL.L FIRE BLOCK. I NG: HANDRA I L PROJECTION FROM f b ALL NO LESS THAN I ". OPEN RAIL I OPEN SPACE SETNEEN PICKETS SHALL BE LESS THAN 4" CLEAR STAIR NOTESs m RISER HEIGHT as 6" MAX TREAD DEPTH a 4 1" MIN. I 2X4 STOP 2-2X HEADER FLOOR JOIST Fl REBLOCK STAIRS: ONCE IN TOP 4 BOTTOM OF RUN BETNEEN STRINGER * ALON !' RUN SET 1NEEN 5TU FIRE BLOCK ALL VERTICAL OPENING IN HALLS AT PLATES AND FLOORS FLOOR JOISTS: SEE PLAN FOR. SIZE �E SPACING. DOUBLE JOISTS UNDER ALL PARALLEL PARTI Ti ONS SOLID RI M JST *4 CONT. TOP BOTTOM *4 VERTICAL *4 STIRS UP SEE SCHEDULE FOR SPAC I NG BLOCK! EARl NG, TYP I CAL VALL SECTIONS s 2-2X TOP PLATE HEADER 0 OPEN I Ne S SEE PLAN FOR SIZE I NSULAT I ON PER THERMAL GALES. OR STATE EiNERRGY CODE UNF I N I SHED) 6 TREADS • 10" 5' -0" BOTH SIDES 5/4" T* G PLYWOOD SUB-FLOOR (GLUED 4 NAILED) NAIL AT 6" Er 4 12" FIEL W✓ 10c1 NAILS CROSS SRI I7'G i N& 5" C.Q.C. MAX. SEE FLOOR FRM'c3 PLAN POST/BEAM STRAP (SIMPSON 66L 4 66T • SPLICES OR EQU I VALENT) POST /STUD I MALL 1/2"4 ANCHOR PIN PLINTH BLOCK 4" GONG. SLAB ON 4" COURSE GRAVEL. INSULATE - R CODE (R MIN. 24" TOTAL) SEE FDN. PL N FOR PAD SI ZE a.- N051 N6 HANGER 3 -2xI2 STRINGERS TPICAL STAI ETA 2X4 BLOCK I NG (rIRESTOP) F I RESLOCKS ¶ ;o L BETNEEN TOP OF BAFFLE AND TOP OF INSULATION. IOd 0 6" O.C. TYPICAL 0 SOLID 4 VENT BLOCKING► PER UBC 4 11 2X STUDS 16" O.C. TYP'. 1/2" PLYWOOD SHEATHING OR Sii./ IN NAIL 6a EDGE, 12" FIELD WITH 1Od NAILS UNLESS NOTED OTHERY4II SE 15* FELT OVER STUDS (SIDING COND. ONLY) 2X PLATE INSULATE 0 RIM HOOD SIDING SEE ELEVATION SHEET FOR TYPE O►" X 10" ANCHOR SOLD w/ 2"x2 "X " PLATE 'MASHERS • 46" o.c.. NO LESS THAN 4 5/6" a NO MORE THAN FROM EA. SILL ..JOINT, END, Of' NINE,, ETG 1" MIN. EMBEDMENT INTO GONG. EXCEPT • SHEAR WALLS. 5EE SHEAR. WALL. NAILING. SCHEDULE. . NASH, JONES 4 ANESON GENERAL NOTES I . All construction per applicable codes and ordinances. 2. Verify all dimensions on Job site. Bring discrepancies s1 to the attention of Owner and/or Designer. 3. Owner v4111 verify window sizes and manufacturer(s) with framer before start of construction. 4. One window per bedroom shall meet *Tess code. 5. Skylight glazing per U.S.G. 47. 6. Truss manufacturer shall supply shop drawings to owner and framer to review and approve before folorIcation. 7. Owner will verify electrical and heat layouts with installer before Installation. S. Tub I shower stalls shall have fire blocking between waII studs and waterproof surrounds of +12" from drain. &lazing, Including windows within +12" of drain inlet, shall be safety glass. Shower flow is limited to 3 l /min. Wood framing to be protected from water lash and moisture. 1. Uhder all parallel bearing walls, use double joists or as noted on plan. Double joist (or extra TJI) under all non - bearing parallel walls. 10. TJI products to be installed per manufacturer's installation guide and approved reports. II. All headers shall be Douglas Fir *2 4 X 10 unless otherwise noted. 12. Drawl as Follows unless otherwise noted= a. R -1 insulation. b. mil "visqueen" (black polystyrene) vapor barrier with 12 lap at seams to top of footing. c. All wood in contact with concrete shall be pressure treated or cedar. DESIGN t?ATA ROOF LOADS: LL 25*/SF DL I C.N* /SF TOTAL 35.1*/SF UNLESS NOTED OTHER FLOOR LOADS: LL 40* /SF DL I0* /SF TOTAL 5Q * /SF DECK LOADS: LL 60*S/SF DL IOC* /SF TOTAL 10 */SF SOIL : 2000 PSF MIN. CONCRETE: 2500 PS I AFTER 28 DAYS MASONRY : PER UBC 7 STEEL : PER UBC 4 17 ( 40) Naar) : PER USG qr7 NAILiNG : PER UBC 'r+1 NI ND: e o MPH, EXPOSURE "H SE ISMIG: ZONE -- ) Plywood DOUGLAS FIR *2 fv = a5 fb = S75 PSI E = 1,600,000 4" POST: DOU F I R *2 Fa " POST: fv = c15 f b = •75 PS I E = 1,300,4000 JO I STS 4 RAFTERS HEM F I R *2 4 STUDS: fv = 75 fb = 65o Psi E = I ,500,000 �C ►LU -LAM BEAMS : 24F x,04 4" SEAM: 6" BEAM: V - 2..( U fv = 165 psi fb = Fetag, pAZiT5jvCBd by E = I ,SOO,000 psi NOTE : VARIATIONS FROM THE ABOVE 2 " LUMBER GRADES HILL BE NOTED ON THE PLANS. s ize 250 SERIES JOIST HEIGHT= 2.1 I belft MAX RESISTIVE MOMENT= 4,260 ft /Ibs MAX. VERTICAL SHEAR= 1,420 LBS MAXIMUM END REACTION= 1.015 ibe MAX I MUM I NTERM . REACTION= 2,050 I bs FOOTING FOR 6" WALL 6 "X12 " FOOTING 16" B3ELOIM GRADE *4 STUB STEEL - I L°f" o .c . VERT. 12" a.G. HORI 6" WALL - 7 "XIS" FOOT I NG 15" BELOW GRADE *4 STUB STEEL - 16 " o .G . VERT. 10" O.G. HORI Z. IO" WALL - b "X18" FOOTING 24" BELOW &RADE *4 STUB STEEL - 14" o.G. VERT. 11644 NE SOth KIrdond, VIA 98033 (425) 828 -411'1 FAX revisions : 01 - 24--00 OS -OS -0I RECEIVED CITY OF TUKWILA MAR 07 2002 drawn CHECKED BY APPROVED BY DATE PRINTED 'SCALE 3/27/00 S. 130Th ST. EXISTING HOUSE 71.51 FT XISTING ARAGE �FUEL OIL CAP i I AREA 29,446 SQ. FT. ' CONC do % vita MH 7 RIM 78.16 IE 66.12 NEW MONUMENTED CENTERUNE OLD PLAT CENTERUNE PROPERTY UNE cHEr, EXTENSION ENCROACHES BUILDING ! 1.35' N 90100'00" W 4 � 157.29' 10 ._--_ NEW MONUMENTED RIGHT OF WAY PLATTED LOT UNE BENCH MARK R /:i'1 SPIKE IN Pc.iiNEI< POL.r. r r1 TION 70. CJ •.. ENIONRIWOOddladdrOM18.010 OP .. REVISIONS ALL MEASUREMENTS WERE MADE IMTH AN ELECTRONIC THEODOLITE WI11 A ONE SECOND HORIZONTAL AND VERTICAL DISPLAY AND MANUFACTUREin STANDARD POINTING DEVIATION OF THREE SECONDS AND AN ELECTRON DISTANCE MEASURING DEVICE WITH A STANDARD DEVIATION OF 3A4w t :44 FIELD TRAVERSE METHOD IN COMPUANCE MATH W.A.C. 332 - 130 -090 ALL POINTS INDICATED FOUND WERE VISITED IN 3 -2000 UNLESS OTHEINiISE NOTED. 1 28.47 GARAGE ENCROACHES 0.80' GRAPHIC SCALE 15 30 60 GENERAL NOTES HORIZONTAL DATUM: N2310'50 "W ALONG E. MARGINAL WAY S. VERTICAL DATUM: ASSUMED S ( IN PUT ) i inch es 30 it. RETAINING WALL ENCROACHES HOUSE MH RIM 57.17 56.53 EA,Plixt NOTE NEW ADDITION, FQR.C•H, AND L7R.IVE ADS:ED SY THE ARCHITEC C.0 RIM 52.9 IE 48.2 7 JUN 2 4 20W SEPARATE PERM iti R EGURED FOR: pLUMBING ECHANICAL LEC'TRICAL GAS PIPING CITY OF TUKWILA BUILDING DIVISION yr PERMIT NO. TH!S SrT OF APPROVD PLAID ML#S1 `= ON THE .a;; B AT ALL L`::f;:1t3 CO1'4STRCflON. THIS £ULthiG IS N`..T TO BE OCCUPIED UNTIL AFTER FINAL INSPECTION APPRObp;L BYi �j TUKWHA BUILDING ZIV! S�blw DEPARTMENT OF COMMUNITk OEVELWEVI RIM 51.2C GREENE LAND SUREY1NG / \ EDMONDS, WASHINGTON PHONE ( 425) 697 -6606 FAX I -- ' ►) 6'47 -66(.4 THAT AORTION OF' THE SOUTH 2 ACRES OF TRACT 58, RIVERSIDE INTERURBAN TRACTS, RECORDS OF KING COUNTYTMWASHINGTON, LYING INESTERLY�OF THE WESTERLY MARGIN EAST MARGINAL WAY; OF EXCEoT THAT PORT1OI.i THEREOF DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE WEST MARGIN OF EAST MARGINAL WAY AND THE SOUTH LINE OF TRACT 58; THENCE NORTHERLY ALONG SAID WEST MARGIN, 65 FEET; TNENCT. WEST 104 FEET; THEE NORTHWESTERLY IN A STRAIGHT UNE 134 FEET TO A POINT ON THE WEST LINE OF SAID TRAC f 58. A DISTANCE OF 75 FEET NORTH OF THE SOUTHST CORNER THER::OF; THENCE SOUTHERLY 75 FEET TO THE SOUTHWEST CORNER OF SAID TRACT 58; THENCE EASTERLY ALONG THE SOUTH LINE X66.5 FEET TO THE POINT OF BEGINNING. SUB ^.T 10 AND TOGETHER WITH ALL EASEMENTS, RESTRICTIONS, RESERVATIONS, ANL GhtS Or RECORD IF ANY. SITUATE 'V THE COUNTY OF KING, STATE OF WASHINGTON. MEM = DRIVE WAY = GAS SUPT. OF RECORDS 0 = 1 1/2" ALUMINUM SURFACE MONUMENT 0 = MONUMENT IN CASE III = GAS VALVE SET 1/2" X 24" REBAR WITH CAP LS 29539 _= UTILITY POLE = CALCULATED ▪ CITY OF SEATTLE ENGINEERING DEPARTMENT CITY OF nUSOVu APPROVED INVERT EL�VA11(� APR ' 2 2002 = MEASURED y4104 As how) a ctiy e OVERHEAD TELEPHO SANITARY SEWER - ----- = CENTER LINE = LOT LINES / RIGHT OF WAYS DECIDUOUS TREE DOES NOT SHOW TRUE EXTENT OF CANOPY SPOT ELEVATION IS LOCATED AT THE DECIMAL POINT OF ELEVATION (200 UNLESS AS NOTED WITH LEADER OR X R • COPY RECEIVED CITY OF TUKWILA MAR 0 7 2002 PERMIT CEN ft; CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY N IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST OF JOHN TWEET IN MARCH 2000. CERTIFICATE NO. 29539 FILED FOR RECORD THIS , DAY OF ,2000 AT IN BOOK OF SURVEYS, PAGE AT THE REQUEST OF R. G. GREEN E PLAT OF SURVEY FOR JOHNATHAN AND THERESE TWEET APR 3 CI Z�t12 bi CITY RECEIVE APR 1 9 Z002 PERMIT CENTER JOB N0, 2000.03.10 DRAWING NO. 100TWEET SHEET OF 2X RID4110 BOARD ONE SIZE LARDER THAN RAFTERS 2X RNl�TCR 2X DI�iAGC 4S• MIN. '� • 4D" O.G. O rIP 24" CARDBOARD BAFFLE ALLOW FOR I" AIR. SPACE MIN. EXTEND 12" ABOVE I NSULATI ON. 2X4 GUSSET EA. SIDE CIRA - PAGE P.T. P SEE PLAN • " T I BEAM ATION SIZE q0* FELT 281 MAX. SLOPE 2X BIRD 8LK'6. VW SGRrEENED VENT HOLES SOLID SH ...ATHI NO OR COX PLYWD. INHERE EXPOSED TO WEATHER IX FASCIA E3D. W/ METAL GIJ r= NAILING PER USG, WI 1/2" PLYWD. SHEATHINO 2X P.T. SILL PLATE FIN. GRADE TO SLOPE AletAY FROM SUILI:ING z I TYPICAL ROOF FSAt4 4 P.a. TIGHTLI NE POSITIVE DRAIN TO STORM SrSTE b MIL OLAcrc VI VAPOR BAR.RIER *4 STUD STEEL PIN ANCHOR OR 5TG- 51MPSON CLIP W/ STEEL MARSMNLD NAILS TYP. ALL. PAPS ALL I TO BEAR ON FIRM UNDISTURBED 501E 4 "• PERT. fOOTIN6r DRAIN TILE ry GLOM coved s ORANx.Ari COVER AS ReQ12. d1' 301E GOND. GEIL_INO JOT. 2-2X TOP PLATE 2X STUD • 16" 0.C. MARINO WALL I. SEE FLOOR PLAN FOR GEIL I NG JOIST SIZE AND SPAG I NG. 2. SEE ROOF FRAMINO PLAN FOR RAFTER SIZE AND SPACING. 3. VENT PER USG q `f ROOF I NG MATERIAL FINISH PER ELEVATION ON I/2 SOLID COX 24 -0 PLYWOOD SHEATHING) INSTALL PER MPD . SPEC I F I GATI ONS. (I /2" AGX PLY& 4P • ) 2X RAFTERS a OR APPROVED TRUSSES BEAM NG MANUFACTURER'S . SEE ROOF FRAMING PLAN FOR SPACING INSULATION PER T'HERMAL,. GALCAJLATION 2x CEILING JOISTS OR BOTTOM CHORD OF TRUSS 1/2" GYP'SUM WALLBOARD SEE PLANS FOR DESIGNATED SHEAR INALLS SOLID BLOCKING AT SEARING, TYP. INSULATION PER THERMAL GALCULATI ON 2X• CoONTINUOUS PURL IN (NOTCH BARGE) WALL FIRE BLOCKING fr rt .JC:O i 1S = SEE PLAN FOR SIZE 4 SPACING. DOUBLE JOISTS UNDER ALL PARALLEL PARTI TIONS SOLID RIM ..1ST *4 CONT. TOP 4 BOTTOM *4 VERTICAL 0 Ib" O.C. *4 HORIZ. • Ib" C.Q.C. x I n 2-*4 CONT. *4 STUB A5 UP SEE SCHEDULE FOR SPAG I N6 HANDRAIL. ORI P 114" - 2" gyp► PROJEGTION PROM WALL NO LEOS THAN 11•6". 2X4 STOP 2 - 2X HEADER FLOOR JOIST TYPICAL WALL SECTIONS OPEN RAILS OPEN SPACE BETINCIEN „,,, PICKETS SHALL. BE LES. THAN 4" CLEAR A s STAIR NOTES RISER HEIGHT = 6" MAXa TREAD D EPTH s 4" MIN. P I REBLOCK STAI RRS s ONCE IN TOP 4 BOTTOM OP RUN BETWEEN STRI NEsER t ALONG RUN BETWEEN ST'J USABLE SPACE UNDER STAI TO BE I HR FIRE GONS T FIRE BLOCK ALL VERTICAL OPENING IN INALLS AT PLATES AND FLOORS BLOCK I NG, 2 -2X TOP F LATE HEADER • C :-PENI NGS SEE PLAN ? 2R SIZE I NSULATI ON ‘ THERMAL OR STATE ENERGY CODE 11 UNFI NI : i IED) j gri • 411%, 1 gor 1 V j i Li . uk,d4IllIll0 Ii.A. 6 TREADS • 10" '.!' ► -O BOTH SIDES 3/4" T4& PLY D 5l. B- FLOOR (GLUED MAILED) NAIL AT b" EDGE 4 12" Fl I0d NAILS CROSS BRIDGING • 3" 0.G. MAX. SEE FLOOR FR■'G PLAN • PC: ST/BEAM STRAP (Ste N 66L 4 66r • SPL ICES OR EGtJI VALENT) PC 4 5T/STUE, NALL 1/2 "4) ANCHOR PIN PLINTH BLOCK 4" LONG. SLAB ON 4" COURSE GRAVEL I1k;)LATE - R CODE CM -I0 MIN. 24" TOTAL SEE PDN. PLAN FOR. PAD SIZE NOSING s HAWSER 5-2x12 STRI N6 ERS 2X4 BLOCKING z (IR "a►TOP) F IREBLOGKS i TYP I C STA I R r3e TA I L BETWEEN TOP OF BAFFLE AND TOP OF INSULATION. IOd • 6" C.G. TYPICAL as SOLID 4 VENT BLOCKING PER USG C-i 2X STUDS at b" O.C. TYP. I/2" PLYWOOD SHEATHING OR SIDING. NAIL 6" EDGE, 12" FIELD WITH IOd NAILS UNLESS NOTED OTHERNISE 15* FELT OVER STUDS (SIDING COND. ONLY) 2X PLATE INSULATE • RIM WOOD SIDING SEE ELEVATION SHEET FOR TYPE �►" x so" ANCHOR BOLD W/ 3"�c2•�c+�" 40• o.G. NO LESS THAN 4 Wee 4 NO moan THAN err PROM EA. 841.4___CORNER, JOINT, END, 'r' MIN. INTO GONG. EXCEPT 1 SHEAR MALLS. SIMIOHEAR MALL. NAILING S0 . ANSON 6MAL NOTES I. All construction per ap,licable cod.s arid ate... Z. Verity all dwi.nNons on job sta. Bring aw.rpcncl.s to the atrr+cbn of Owner and/or 170s1gier. 3. Owner will verify window sizes and matiufacturer60 oath framer before start Of construction. 4. ono window per bedroom shell mMt ogress cods. S. 5kyllght glazing per 1l13.G. 47. 6. Truss manufacturer shall supply shop drawings to Owner and framer to review and approve before Tibrkatlon. 1. Owner will verify electrical and heat layouts with Installer before Irntaliatlon. 6. Tub 4 shower stalls ~hall have fire blocking between well study and waterproof surrounds of * from drain. blczhg, including windows within 02• 01 crate inlet, shall be sc1►sty glass. Shower flow Is limited to 3ga Uhnh. iriood framing to be protected from water splash and moisture. 4. tinder all paralsol bearing walls, use double joists or as noted on plan. Doubly ,fit (or extra TJ1) wider all non- bowing parallel walls. 10. T.11 products to be installed per manufacturer's Installation guide and approved reports. 11. All headers shall be Douglas Fir *2 4 X 10 unless otherwise noted. • 12. Grow as follows unless otherwise noted s 0. R insulation. b. ,b mil '"Vbc wen" lack polypt&yrene) vapor barrier with 12 lap at learns to top of Footing 6. All wood in contact with concrete shall be pressure treated or cedar. DESI ROOF LOADS. LL 25*/SF DL 10*/SF TOTAL 35*/SF UNLESS NOTED OTHER FLOOR LOADS. LL 40* SF DL I O SF TOTAL 50 /: ►F DECK LOADS. LL 60* /SF LPL I C. /SF TOTAL 1O */ SOIL : 2000 P5- F MIN. CONCRETE s 2500 PSI AFTER 28 DAYS MASONRY a PER UBC. ci7 STEEL PER UBC q7 (GRADE 40) WOOD • PER UBC. q"T NAILING I PER U8G HINDI •O MPH, EXPOSURE "E3" SEISMIC: ZONE - 3 Plywood DOUGLAS FIR *2 fv as q5 fb = 575 PSI E = 1,600,000 DOUGLAS FIR *2 fly as q5 fb : 515 PSI E = I JOISTS 4 RAFTERS HEM FIR 4 STUDS. fv an '75 fb in 1350 PSI E = 1,300,000 GLU -LAM BEAMS s 24F V4 f v ac 165 poi PERMIT fb =2 by Size E = I poi NOTE: VARIATIONS FROM THE ABOVE 2 LUMBER GRADES HILL BE NOTED ON THE PLANS. 11-1/6" T.J.I. 250 SERIES JOIST IhEI GHT- 2.T Ibs/f t MAX RESISTIVE MOMENT. 4,260 ft/lbs MAX. VERT I GAL SHEAR s 1,420 Le► MAXIMUM !ND R!A.TkN. 1.015 lb* MAXIMUM I NTER.M. REACTION= 2,030 lb* 4" BEAM. 6" BEAM. 4" POST: 6" POST. *2 RECEIVED CITY OF TU APR 1920' FOOTING FOR 6" WALL - b "X12" FOOTING lb" BELOW *4 STUB S - lb" o.G. VERT. 12" o.G. HORIZ. b" - 7 "X15" FOOTING ID *4 STUB STEEL - 16" cox,. VERT. Io o.G. HORIZ. IO WALL. - b "X16" FOOTING 24" BEL OP'I GRAPE *4 STUB STEEL - I4" o.G. VERT. 11644 NE 80th KIrkInd, PIA 4 16058 (425) 828 -411"1 FAx (425) 822 -1918 01-24-00 03 -06 -01 RECEIVED CITY OF TUKWILA MAR 0 7 2002 PERMIT CENTER drawn by l File: D 02 -0063 35mm Drawing #1 XISTING ING ONC. PATH EXISTING HOUSE . PORCH 62.40 GENERAL NOTES CONC' 56.53 56.14 55.57 REVISIONS APPROVED BY SS MH 78 RIM 78.16 PROPERTY LINE EXTENSION SHED ENCROACHES 1.35' N 90'00'00" W 157.29' 1.50 37'; E + 69.1'0 128 GARAGE ENCROACHES 0.80' NEW MONUMENTED RIGHT OF WAY PLATTED LOT LINE BENCH MARK R /IR SPIKE IN POWER POLE ELEVATION 70.06 • 64.60 HORIZONTAL DATUM: N2310'50 "W ALONG E. MARGINAL WAY S. VERTICAL DATUM: ASSUMED 0 Inch 1/16 RETAINING WALL ENCROACHES 4.5' BUILDING / HOUSE i MH RIM 57.17 DATE PRINTED 3/27/00 'WEST RIM 54.33 IE 51.93 as 55.90 road I r RIM 52.9 NEW •ADD I TI ON, PORCH, AND DRIVE ADDED E3Y THE ARGHITCG . NOTE: PERMIT NO. THIS E IJILDiNG IS OCCUF ED UNTIL I INSPEC LON APPRC._. TUICWII.A BUILDIr OEPARTMEP.:'r p : COMMU, ;4 GREENE LAND SURVEYING EDMOND S W A e P TNTr_rrnm 4„g• D: RECEIVED CITY OF TUKWII_A AUG 1 4 2002 PERMIT CENTER 'EL) PLAN )8 AT ALL TT' CTS ON. 0l. To BE , FINAL DEVEL9 FLED FOR RECORD THIS IN BOOK REQUEST OF R.G.GREENE CORRECTLY REI ON IN CONFORMAN ORDING ACT AT THE F CALC CITY DW G IE MEAS. OHT SS WOW • UTILIT = CALCU = CITYC • DRIVE = GAS INVERT MEASUI OVERHE SANITAI DECIDUO DOES N( SPOT EL ELE VA TI C SUPT. OF RED