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Home My WebLink AboutPermit D01-310 - DOAK HOMES - LOT 29City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0179000150 Address: 12247 43 AV S TUKW Suite No: Tenant: Name: DOAK HOMES INC Address: 12247 43 AV S, TUKWILA WA DEVELOPMENT PERMIT Owner: Name: DOAK HOMES INC Phone: Address: 11917 4 AV SW, SEATTLE WA Permit Number: D01 -310 Issue Date: 03/14/2002 Permit Expires On: 09/10/2002 Contact Person: Name: DARRYL DOAK Phone: 206 - 571 -2280 Address: 11917 4 AV SW, SEATTLE WA Contractor: Name: DOAK HOMES INC. Phone: 206 246 -6587 Address: 11917 4TH AVENUE S.W., SEATTLE, WA Contractor License No: DOAKHI *092NZ Expiration Date: 08/01/2003 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 1,609 SQ FT SINGLE FAMILY RESIDENCE AND 422 SQ FT ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: SANITARY SIDE SEWER, WATER SERVICE, STORM DRAINAGE, ACCESS, TEMP EROSION CONTROL, STREET USE FOR UNDERGROUND POWER, AND LAND ALTERING. Value of Construction: $147,064.50 Fees Collected: $10,637.91 Type of Fire Protection: N/A Uniform Building Code Edition: 1997 Type of Construction: Occupancy per UBC: 0007 Public Works Activities: Curb Cut/Access /Sidewalk/CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 30 c.y. Fill 30 c.y. Landscape Irrigation: N Moving Oversize Load: N Sanitary Side Sewer: Y Sewer Main Extension: N Storm Drainage: Y Street Use: Y Water Main Extension: N Water Meter: Channelization / Striping: doc: Devperm Start Time: Private: N Private: N ** Continued Next Page ** D01 -310 End Time: Public: N Public: N Printed: 03 -14 -2002 `�:; > J, 5' _r..;. r,,.,,w�+ri..a /. •. c. w: kL'(: itii; ft: �S i. ��ri. Sr1: t@ al.. �S51 n�, a1i?:: e3kt it}' f , , >7`t?:!�;a4,;,1.n�..�3:�!;k;: iii'£ t�sfast�J!{ �$ z�; � it, 470i. M ;Li «4).». c:7.:.V;•f��t� �T��.`.1:�::;, :' *',;;tS: '<'�, 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 const ctionpr the performance of work. I am authorized to sign and obtain this development permit. Signature: C (,� r 4/ Date: Print Name: )4i z77g ., ,--- 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. doc: Devperm City of 11k1a D01 -310 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 % . Date: 0 S N4/ a' Printed: 03 -14 -2002 doc: Conditions City of ]ukwi1a Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0179000150 Address: 12247 43 AV S TUKW Suite No: Tenant: DOAK HOMES INC PERMIT CONDITIONS Permit Number: D01 -310 Status: ISSUED Applied Date: 09/26/2001 Issue Date: 03/14/2002 1: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 2: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 3: 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). 4: 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). 5: All wood to remain in placed concrete shall be treated wood. 6: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 7: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (248 - 6630). 8: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 9: All mechanical work shall be under separate permit issued by the City of Tukwila. 10: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any con- struction. These documents are to be maintained and avail- able until final inspection approval is granted. 11: CONTRACTOR SHALL NOTIFY PUBLIC WORKS UTILTIY INSPECTOR MR. GREG VILLANUEVA @ (206)433 -0179 OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. 12: 13: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 14: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 15: Any material spilled onto any street shall be cleaned up immediately. 16: Hauling over 50 cy shall require application for a Hauling Permit prior to any associated activity. 17: FROM OCTOBER 1 THROUGH APRIL 30, COVER ANY SLOPES AND STOCKPILES THAT ARE 3H:1V OR STEEPER AND HAVE A VERTICAL RISE OF 10 FEET OR MORE AND WILL BE UNWORKED FOR GREATER THAN 12 HOURS. DURING THIS TIME PERIOD, COVER OR MULCH OTHER DISTURBED AREAS, IF THEY WILL BE UNWORKED MORE THAN 2 DAYS. IMMEDIATELY FOLLOWING STORMS. 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. D01 -310 Printed: 03 -14 -2002 ..... �.......�. ..aro..+.t .++ iu. vvr�wdml nM. s.. 9ii£ G! biYgn Pl re.^ 1,.00VbKAStrAtsvet 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 or the performance of work. doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 D01 -310 Date: Printed: 03 -14 -2002 Project Name/Ten Type of work: New Ingle -Family Residence ❑ Addition - Single-Family /® y 9 y Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* El Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Value of Construction: Site A dyes Lo 2( 93 r � „�-_ City State /Zip: � s I r k try l/oc Tax Parcel Number: 0/77o0 015 0 3 Property Owner: D oak ovate_ s �- VLC P • ne - 246- c;s8 St a Ad s e City State /Zip: �� 9A) - {�e w6k Ql �� Fax #: Fax - 2-4h .. 65 7 Contractor: ► :7-}14(.. 1 k Sr. Dca � Phone �t : � Zo6. - 5 71 - Z2_ Yo '.. �'l Srgt l Aress: se aE�Ee_ l�o� ��"I qtetate/Zip: Fax z� #: - Wiz. Lt c::,.... 6 is, �s 7 Architect: N t we s rkt.d�i°Xs' t , I K Phone: 206,-776 -4 766 Street Address C'ty State /Zi S o l S{ :46 Ed vas I�t�� a lQU O Fax #: S a vt" e_ Engineer: Ak � ` r 4 I AeP,r\U Phon 2 _ � ` tO � 3 Street Address J Cit j ta/Zip: Wig 25.7(2 25.7(2 I,JCt�GQ; V�v l` �'�}f?� "1 � � 2 Fax #: Contact Person: ' arrq 9ck 5� Pho : e ce (� zv S 71- z Z 8 Street Address: h � - City State /Zip: 11917 1 AVe SICU (6 wk 1 (4 6. Fax #: 2_6X,- zLI 6.- 6.5 Description of work to be done: 5 i IA � � cLr� ► I at e. Type of work: New Ingle -Family Residence ❑ Addition - Single-Family /® y 9 y Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* El Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: S.1 Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) 0 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: I bt>q sq. ft. Dwelling sq. ft. Covered Deck(s) f'{ 72_ sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of'the lot) 6 *For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling • Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. CITY OF TIP ' VILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 ' A STAFF USE ONLY Project Number: Permit Number: 1 J DI 3lv Single - Family Residential Permit Application Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews shall be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: and Altering: ® Cut -2 ,0 cubic yds. ® Fill End Time: ❑ Sewer Main Extension 0 Private ❑ Water Main Extension 0 Private U Flood Control Zone U Hauling ❑ Moving an Oversized Load: Start Time: a Sanitary Side Sewer #: 6 4 Storm Drainage in Street Use W ater Meter /Permanent # Size(s): 34 ��o Water Meter Temp # Size(s): Est. quantity: gal (- Miscellaneous (JNo .6Q- ,G(LsJrJD UT(L v I 0 Public 0 Public Size(s): 0 cubic yds. CITY OFETUKWI SEP 26 2001 Schedule: PERMIT CENTER Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: SFPERMIT.DOC 2/13/97 Date application expires: PLEASE SIGN BACK OF APPLICATION FORM �mr�rnt °t ga+ V;aM. ka9'i4:v: r.�nNMV: ritb ∎Vilf, Applln taken by: (initials) BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: Print name:' '2 L DOAK s � Phonex 2�6 t Fax #7 ( 6 . 6 - -sr L T f� Ave Qv Address: I I C(( -- Cit /State /Zip: G _, t„Cl,,A % (IL ALL SINGLE -FA ILY RESIDENTIAL PERMIT APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING: ).' DRAWINGS PREPARED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED SUBMITTED Copy of recorded Legal Description from King County Certificate of water /fire flow availability (Form H - a). Contact the Public Works Department (206) 433 -0179 for servicing district. Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: Site Plan (see example Form H - 16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). Foundation plan and details Floor plan Roof plan Building elevations (all views) Building height Building cross - section Structural framing plans and details necessary to completely describe construction Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ fzi If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPERMIT.DOC 2/13/97 Parcel No.: Address: Suite No: Applicant: 0") City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 ...:,, z :W v O . 0: WI J 1..l CO IL, W_ Receipt No R020000837 Payment Amount: 64.68 2 } J? Initials: SKS Payment Date: 06/20/2002 05:20 PM u' j User ID: 1165 Balance: $0.00 = 0 1... _ Z 1- I-0 Z I--. 11 to 2 > n p' TRANSACTION LIST: .� to Type Method Description .01-` Amount =. — U. Payment Check 1854 64.68 LL ~ O, ui Z ` CJ co, ACCOUNT ITEM LIST: 0 ~` z s Description Account Code Payee: doc: Receipt 0179000150 12247 43 AV S TUKW DOAK HOMES INC DOAK HOMES INC Current Pmts BUILDING - RES PLAN CHECK - RES RECEIPT Permit Number: Status: Applied Date: Issue Date: 000/322.100 39.20 000/345.830 25.48 Total: 64.68 D01 -310 ISSUED 09/26/2001 03/14/2002 7725 .)6 /21 ')716 i i AL %45 t6 Printed: 06 -20 -2002 Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: TRANSACTION LIST: ACCOUNT ITEM LIST: Current Pmts doc: Receipt City of 'i'ukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 0179000150 12247 43 AV S TUKW DOAK HOMES INC 8020000359 LAW 1630 DOAK HOMES INC Amount Payment. Check 1571 Type Description BUILDING - RES INSP FEE - SME /SSS INSP FEE — STORM DRAIN INSP FEE - UTILITY LAND ALTERING PERMIT FEE LAND ALTERING PLAN CHECK PLAN CHECK - NONRES PLAN CHECK - RES PLAN CHECK - UTILITY PLAN CHECK - WATER METER SEWER ASSESS - ALLENTOWN STATE BUILDING SURCHARGE WATER INSPECTION FEE RECEIPT Method Description 000/322.100 402/342.400 412/342.400 000/342.400 000/322.100 000/345.830 000/345.830 000/345.830 000/345.830 000/345.830 402.388.104 000/386.904 401/342.400 Permit Number: Status: Applied Date: Issue Date: Payment Amount: 9,817.25 Payment Date: Balance: 9,817.25 Account Code 1,262.55 20.00 15.00 30.00 37.00 23.50 - 820.66 820.66 30.00 10.00 8,369.70 4.50 15.00 Total: 9,817.25 D01 -310 APPROVED 09/26/2001 03/14/2002 03:39 PM $0.00 4831 03/15 9716 TOTAL 9917.25 Printed: 03 -14 -2002 :T.q:t1 :.FE ?SZ 2.Ot37.71 i y mer,1; Total ALL Pntts:. 820.66 l al a•7r4; 1.; 26 . 05 k' :** *•ti: * * * *4 *- * * *Ii44 *`k•k *, *, * * * *4.*ir* ** •71 * * * *,l * * *k * *A * *4 * * ** *. ccoLIn ' G :t�.d� Desc.�r' L• i un A Amount 0()'/345.830 PLAN: CHECK , "NONRES 820..66 firA71r.:t*rAh:4 ***A*A** +* *** **JrtA* * Jr**' k hkA: ** * 4r •k**•A *4*•x. *k**.1k #'.A OF T >U KWILA, to ti4A'k >i 74s t ' *44 tk:: i tk** tk* k 4 • 4 • kfir t* 1hhk*4 *.ta4 *4.1 *ot- *A*k *4* SMI1 i RRmber 01.41258 Amtakilt.. 820 66 09126/01 0 1 rsent" Method CN .C11. No:t,at`ion: DO AK HOMES INC ::. Xni t.; BLN I' r�u t too': DO t .10 77rie DEVPERM DEVELOPMENT PERMIT Par cel No g17' 015t? Lor t: a . 27 Vl O O;; • N U.:. W iL Q; N om ; . uji Ni zz W � 0 •4 MMENTS:: INSPECTION RECD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter .Blvd., #100, Tukwila, WA 98188 (2 ' . )431 -3670 p Pr ect• Address / 2 � Special Instruttiofis: C, Type of � spe1t Date C led: Date Wanted: Requester -k7 Ph p v6J 3 7. -?;L / Approved per applicable codes. Corrections required prior to approval. Date: Insp tor: ), e .4 0 --- 02_ 7.00 REINSPECTION E REQUIRED. Prior to I spection, fee must be id at $300 Southcenter lvd., Suite 100. Call t schedule reinspection. pt No.: Date: w a 5 a: r +> iait t s�. i ^fah`. b, t as �edr '�rlLtisx. �l LbMn�i y9X i'k Project: 0 O Ap, Type of Inspection:A .g..4..4 Address: 1 2/ I AA) 6 V 1 ` ) C0 Date called: Special instructions: Date wanted: a.m. p.m. Requester: Phone: • • _ ."' , • " CLAS 55 INSPECTION RECORD Retain a copy with permit 1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 D3 I - 3i D PERMIT NO. (206)431-3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 61q02:- -( a tApe_ti t ■, 1 1. Inspector: u Date: , 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, feelkube paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspecti: Receipt No: Date: Project:: K 1 Type of Inspection: w m P A ess: ; , _) I ;P'17 5 Ave s D C og la Special Instructions:. (,�<,� • ' : un Joe. K - 1 Date Wanted: �J do � "' Requester: Phone No (204.) 372-?O INSPECTION RECOt Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION NO. PERMIT NO. Approved per applicable codes. Corrections required prior to approval. COMMENTS: 66 , ik 4 Inspector: Date: 61 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 1300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ? Z c e QQ J o O O co w w W I J ' N u_ w O u_? = • a � z z � Z o ., III la O • _ (1 0 I— W W ' Z IL f'.. LLi O — O • ~: z ' 'ect: TO \ \ Typ of Inspection: e-- A ress: Date called: —C) " Special instructions: Date wanted: a. m. Requeste . ( i Phone: INSPECTION RECO Retain a copy with permit INSPECTIO NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ERMIT NO. (206)431-3670 A proved per applicable codes. fl Corrections required prior to approval. COMMENTS: Inspe Date: 7.00 REINSPECTION FEE EQUIRED. Prior to i spection, fee must be paid 6300 Southcenter BI .., Suite 100. Call to sche' ule reinspectiori. t No: Date: • • . g . ;to.. • 7 414 " -040A, .0.4LieA z:P `111 „: z • Ui 6 C.), C.) 0 CD CI COW LIJ —I I— Lu 0 2 g 7.1 u_ • D w z 0 Z LIJ ui 2 D 0 = O I— Ui uj ▪ g z, O I- INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Project: Do*K iorv►es Address: 12247 1 43rd Ave Special instructions: Type of Inspection: s Date called: Date wanted: Phone: 2.9G- 3 22$0 n Approved per applicable codes. COMMENTS: affiam « INSPECTION RECORL Retain a copy with, permit PERMIT NO: (206)43.1 -3670 Corrections required prior to approva Inspector: h V Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspectiop, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ikvi.n1,,e re ti: > s,✓�:ta2 C iI S:'. Project �DYYI`P 5 Type of Inspection: V ` , V ddress)1 1 i.1 3 ,11v Date called: - 7 ° 1 \ — oa Special instructions: Date wanted: _ i' Il'al a.m P.m. Requester: -�- `l >rr\ Phone: Approved per applicable codes. INSPECTION REC Retain a copy with permit INSPECTION NO.. CITY OF TUKWILA BUILDING DIVISION :6300 Southcenter Blvd, #100, Tukwila, WA 98188 b01 310 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: Inspector: J (J ,yam Date: , 1. _ O 2. Ell $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection: Receipt No: Date: ",�`.,!'t'�T�aSS::1.' T. �"�. ,!. � l�� i {'7`fi� � �"�w� ,;,�:t`'ti',�� "`�ry`rtti..3.�rK^'..�i' � . r y ',•e;2, k. �.'f?'�.. ,,;i:°i ?� �». c. v� .�`.4 ! ,u..;,,� "tu.,w..,.�•— ..,�t.�.. :V..'ti�✓a�)�'.6i;4"rvt; :�J�r��!i!`.. �'� <,.:t:l % ".�� t+i sL'; icR= e' frttii•; d 't?SP�'r5:.e6h+� ,�.`s%^,i 'a.F�kF.ii7 %kf:'2�:i *?:!.i; :`i�'.!h Prpojcct: I )7).t..k. ill - Type of Insnection: 1 11 - t,cA I 1 1:WAd Address: _A L A fre 5 1 i 7 Li3 ' Date called. t / Special instructions: Date wante • 2_ 0 I a.m. Reqie!tiOt•Li) c) Phqne:V INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. LI Corrections required prior to approval. INSPECTION RECO Retain a copy with permit COMMENTS: it Inspec .00 REINSPECTION FE REQUIRED. Prior t. inspection, fee must be paid 6300 Southcenter Blvd., uite 100. Call to edule reinspection. lot No: Date: 3/0 .(1A) PERMIT NO. (206)431-3670 • • .•••■•.:•.g:■•;:•, z 6 = 0 COW WI SQ LL • ° -71 < — uj , I— 0 Z W uj O zr. CI I— W uj U. r : — 0 Z "I CO 0 COMMENTS: Type of i ..... Address: 7 1/3 „iv s Fit 11 li'n n ■ COr r P 1 on --Cro vVX Special instructions: . . ,.• Date wate4: i ci a.m. Lig (0 1 n Li r() vel it,4-e — Q JO 114 ,.. •,, \ 7 I-Y‘cu \ c47-\0v. : ctpecovec\ \-‘ cteproofek . , a-,s,„,.........4, .., „. , . 4;:....,f.,-.,,..• .. -, Prot 4 444 s Type of i ..... Address: 7 1/3 „iv s Datt / .: ---------, Special instructions: . . ,.• Date wate4: i ci a.m. Lig (0 Reques(er: CHa • /-S phopp.: .,I• - 572 -A67,?J' / • •■ 4;2 .. !,':•,,...:'..,, -....•:;:.:::::,!..,..::::: lik:i..;', 7 • .:- ... 77 •:, 7 • •:•-- 777 r!...... .,!! •-!....„•• ' , "7-7777....T - ^ ,- '777 i''. . .. .. . . . . ,,, ... . ., . - . ... . • .- 1.': ; , , .. . . . , . ., . . . . . . . , INSPECTION REC Retain a copy with permit INSPECTION NO ' PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ; • (206)431 Approved per applicable codes. aCorrections required prior to approval. Date: (_ 6 _ 02., '$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid :!at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. .ROCeipt No: Date: ltaillm ut - taAWAILklik ogOv rat z.tfa ttlis COMMENTS: 1 f,... kk ct v , , i io . r.c4, 01 s v, s i . c ... od- 5,1\ectr N.t)ot t\ a Icht\c s'i r t, f i 2 ) CI.? cke IA `1 c 1 rA vz Va t Pee ti red a ..) )---0 (.k) vie .4-67(..e Q ( 47c .4- v:1 e AA 1 rec. t ; f -or./ ii. ) Fi r-e_ 1310Jc -000 r ct-i-- +L ' crams. Special instructions: p.m. —1—h ci .- f" -- t Phone: Prtj,g 4 ,.._ 1 Typetf-IpsAqcp Date ca/d: a , wi e i ffate 7 1. 044.2 41§0 / 7 43 4 L. , 5 Special instructions: p.m. Re ester: Phone: A • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 outhcenter Blvd, #100, Tukwila WA 98188 ri Approved per applicable codes. INSPECTION REC Retain a copy with permit PERMIT NO. (206)431-3670 Corrections required prior to approval. Inspector: 7W ‘. Date: 11 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: alt.414;-0,411 • , , , , " . ,s, : Proje t: ' j)ee- ! ?� ��: Type of I p ctron: . � Address: ,'J7 4/3 7* •S Date calle : d - 17 -0,2 Special instructions: Date wanted: a.m. lv / ff O- 6n1) Re �st� er: t �,�v.,l�� Lc/GrG47 �,,,,, Phone: a06, ,3702 - .2 0 2e/ INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188; Approved per. applicable codes. INSPECTION REC Retain.a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: ';Inspector: b ate: �— 447.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid "at`6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: '� �i �.:nuz}t.�t'iSb'Jh.tt.t7�1.t' M•w,.;.ay'�f .A9a..'','k d'; r:Svun:.84 , ;ry .a SC 1— Z. re 2 S i _ ' O O U �nw • W =.. J w } O; g J` u..? Z I— 0' Z W 2 D: D H. W W; I_ LLI Z co, O Z COMMENTS: Type of Inspection: • r 1 til PCir n i . t 1 r.( urid re j t P � L c -e r 9 gfproAlaJ s('ecct1 3.) CO i/YN » ` 1 dOPIANONO, r-- - ‘ K ha Requ st r: ze Ph ne: (. 27. -0- RCL • Proj t: / j/ , Type of Inspection: • 1-- /��7 Y2 Zia 5 Date calle : /7-O..2. - D 2 Special instructions: Date wanted: C O '1 a.m. p.m. Requ st r: ze Ph ne: (. 27. -0- ` tjoector: C \? - `Q1vv 1-- - bate: J - D 2 INSPECTION REC Retain a copy with permit l e 6300 Southcenter Blvd, #100, Tukwila, WA ;98 88 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION rag ;vs 3/0 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. '$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid. at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ;;.7 :.. a'a.`� .. &.,. t .. w•J .,� ?. v -rx :, ks�R;�cH..X.,+ },i:+3JS�w•' .' iby∎N'x' �suo-t ',$ ° .� * *wJtw`:: °.t.;'aas;,xS» .a� .,a�..� . �.... ,,n . r•r. ", INSPECTION RECO Retain a copy with permit INSPECTION NO ITYOF TUKWILA BUILDING DIVISION 6300' Blvd #100, Tukwila, WA 98188 1 DC 1 - 310 PERMIT •ddress: seiv ,Special instructions: Type of Inspection: Date called: /O 2 Date w 5 - / Requester: / eque Pr� ne: Deocr4 ol(�(o - 31.) gO a.m. pproved,per codes. 0 Corrections required prior to approval. ': d 3. ia �Frra�z: �: w. asa.:+: crt«, �dci�� .:�:�.s:;ei.',1e +�'=:�+x`�%� TNO. VAI COMMENTS: 00 REINSPECTIONE i�EQUIRED. Prior to insp tion, fee must be paid 300Southcenter Blvd., Suite 100. Call to schedul9/reinspection. t No: Date: Date: �.i • :; ti, is {F. :v /✓ :�iY:ke;. �, r> i; � �`. i4r: iM� ',Y�z`�a0.±i�h`:.+'�GS'. ^ti:;�t Q--: W : 0 O: lo W 2 J W g 1 � . = W H = Z I.. 1— O; Z � j' U� _N. WW = U' u. F.. Z. ll.l 0 H : O ' Z COMMENTS: V W "5511O .b a x "-? S R M s (9 &) SST tom! ALi• a.nldi ' FI o0{ , fil;S5ski-b- ee' - -1-• G,, i; 4, gavr- „.. ...2 ; ) rt1 ml ePrT . ;1 2, n1 F IQr3 -dam Ike in ■c,‹ ,.. x r s - rPnPS .21J '"` 1 cro te_.. m cl dt Schd.Tl fi v0 1 J t S 00 rein a .s? /' 1 hoc^►3 i.� c nee Li. J 4 Id '51�1.c� • In rrn.� c\c r c� S w A6,..). i. . j ,'C - -: k tA G Q rvs o-v1 , West ul.. -t Project: 0 r l4... Type of Inspection: a xr s t4EA2 fib+►1.11 Address: 4 122 7 N 3 A0 S o Date called: j g , e 1 02- Special instructions: Date water ted c j I Z-9 / OZ- a.m. P.m. Requesters, Phone: 1T':?7•77".^7!"oa a-r F.'...#T'? ^..:,. t.- ?...4.;" 1 "?0,74'rrt 1..{t?` . 77,. INSPECTION REC Retain .a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 Approved per applicable codes. &Corrections required prior to approval. or: Date: - 7.00 REINSPEC ION FIE REQUIRE F. Prior to inspection, fee must be paid t 6300 Southcenter Blvd., Suite 100. all to schedule reinspection. Receipt No: Date: Yi 4 :➢„ t: A, �. �'.° aLiw�w��. �i�dn. �: �' X: y+ rie�, u�' 81M� °:�v`.'„'��'t`a,�:,'�{�:dt'., �. r' si A4.4 +...v.,. ,.. ,, , -.v { ,. . +� 4 , 1 Project . � >f� I.L Type of Inspection: Address: 1 2 .2-1 -r 4 3 AO ) C Date called: 5- 8 r O le w Special instructions: �� n . . Date wanted: — Z5' 0 2 a.m. p.m. Request Phone: 7 . 97 77 7 .. INSPECTION NO. CITY OF T BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188. - (206)431 -3670 Approved per applicable. codes, ctor: • INSPECTION .REC Retain a copy with permit pt No: Date: ci-suLt, PERMIT NO. Corrections required prior to approval. Date: —_ Z_Tj f .00 REINSPECTION FEE RE* IRED. Prior to ins 'ection, fee must be paid 300 Southcenter Blvd., Suite 100. Call to schedule reinspection. t a' 11:..'4 t 1 +," ?t11 �k F..'t. " trli ..,.;. L:.�7�'..41 �' `l �:,:o�dt+u}j�..,�„i�►:k2tilanr �r JMw� P.r.Wect: 1 . DO cc K 1 Type of Inspectim 4,0 m lc- Address: - a , c Pc 113 r At -) Date called: OWPV /0 ,D Special ingtructions: - '. ittkvi ft-bu-*.. ' Lk. ■Ah.&A-er 7 ‘4 IN-at.-b4 6 1.1‹ / Date wanted: e) / a.m. Res i e )qd equ r P75 4, )71- )A INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 Ei Approved per applicable codes. pi Corrections required prior to approval. COMMENTS: 04 C/aAdin c„tukiuel, 4A-fry), Inspector: Date: • Li $47.00 REINSPECTION FEE REQUIRECISkkor to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to'rehedule reinspection. Receipt No: Date: L. a ..n,t F..111 tr; r.11 Zi,.•tz..loi.t .4 31 . • > , „ Project: Dock Homes Type of Inspection: storm d re tnao . Address: I2- 4 1311:1 'Ave Date called: q -22 - oz Special instructions: Date wanted: a.m. J4 - 2.3 —D2 , Requester: DA r Y I pool: Phone: „ Approved per applicable codes. Inspector: +. •'t' -;w � ...:C.tt''�Y �a�.�H:_' w[.°.. +,:. °: i.�. <w "A•:tY `e.�JC INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Doi--310 (206)431 -3670 Corrections required prior to approval. COMMENTS: 1 7 (4 1 :4;1 4 7 A " 4a1 h. Svc: Date: � J / i� El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: t r"d: a i34; ic:rtsY t; 4.4, 4: Pro'ect: 117114."4() Type of Inspection: S 5 5 Ad ress: ( 2,i, 4 7 4 41 cwt_ Si Date called: Special instructions: Date wanted: p.m. Requester: 1)0/W Phone: 6 '— . i , . INSPECTION REC Retain a copy with permit .; • • INSPECTION NO . , . PERMIT NO • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. Corrections required prior to approval. A COMMENTS: ze 60,4Aled ttl‘ pQc u3,51 S4.t.14-e4 SrLd, C(1 S . 2.2)1 2 ) 1 13 Ali CAN -QA ,ss sPfz S" Li PLANit, " s to/ 1 -ra-1-t 4 4(4) w/ " tio 5, 111.4. ivifitito TZ it 1 -e 1 b etAde Inspector: Date: El $47.00 REINSPECTION gE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: K• Prqjt: x , t___ 6 1/\ • °ay._ c_s Type of Inspection: .--, ( ek con 6) Address: ,..- I N R p S Date called:_ Special instructions: • Date wanted: - — 0 "R a.m. Requoter: 1 ,)a vr Li Phone: INSPECTION NO. INSPECTION RECO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, itipo, Tukwila, WA 98188 PERMIT NO. (206)431-3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Ins ct : Date: z .00 REINSPECTION EE REQUIRED. n or to inspection, fee must be paid _ 6300 Southcenter BI ., Suite 100. all to schedule reinspection. Receipt No: Date: ' ' , • '; re = • _10 0 0 • 'co ILI I' i _JI_ uj 0, g :3: D. a • 11 Z 0: Z 2 D, D O O (0 ' I— I I 0. L i" 0 Z' WI O O Y "C. 'Pro'ec ,.., / DC` 1 rl� 12 liJ .0 T e o�ns ctio y Y �- �'�e-40 •'Address: h2€ /7 -5/.3 ,la S Date called: g 2 ;Special instructions: Date wante r ' � O 2 a.m. P.m Reque er: ro Approved per applicable codes. INSPECTION REC Retain a copy with permit INSPECTI S N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431- COMMENTS: Inspector: Date: Corrections required prior to approval. '$47.O0 EINSPECTION FEE QUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., ite 100. Call to schedule reinspection. Receipt No: Date: . a.' ra .G:ia!�...:,.:.3 »+c:..3..A�7.•. ta':t:. ...:' i. a�:..;.+ Zu.... t. maA; �iw ;:+c{*r�` .wi ti t Q E- ce 2 JU .0 O LU J N L; W O. • J • n` = c _ . Z �. t- O' • Z :O • t✓` ALI m il V: Z U N • O F" Z Project: 6 Type pf Inspectipn: — ' t elaindaii-0 Idabi-' Address: ,.. - Date called: Special instructions: • Date wanted: a.m. .... )71. Requeger:. .,7(/Yki Phont: S10& -7 39/ INSPECTION. RE Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila,IWA 98188 06)431-367 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Date: 47.00 REINSPECTION FE3 REQUIRED. P fior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • • 2 1 tu 6 o ? CO w u j 0 WW 0. -71 52 0 F— ta Z I— 0 Z 2 n u) 0 — Ij z 0 1— u j = 0 rfl ect ; ,�, Ty Inspection: ress•:. }"r' `w e Date call / eci I iinstructio s: [4 ,, W �/ / ' 7 Date wanted: 5!2'0 . a.m. P.m. Requester: < ` (/ irC/ Pone NAppr per applicable codes. INSPECTION RE OD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd #100, T uk Ili WA 98188 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: �. X r 7.00 REINSPECTIONFE REQUIRED. Pri r to inspection, fee must be paid at 6300 Southcenter Blv , Suite 100. Call to schedule reinspection, Receipt No: Date: i: �.; �fi•"' d: �C:. c�i`:. �:. s i'" 2 aFrr. Y. s: B� .k�si✓i..:1�r't7 "'r�ci'`�.:.9t :�.:L.� ��.,;r. , � ..0 �i.'i „cn`..�nie, <� �w:�.;�ea:a....'ii':`YuL�!i+ %a 6� ?Y;v1:Lt'G;;k:,�'+�.��.NV,.�; e ir;S:::� ": � �1r'nb�Na�;� 4w.:•St.: Z . Z: 6 J U 00 . co 0 CO W: CD IL' iu g _J eL a � a ± Z Z I U � N ; W W- 1— F , O .. Z U - , O Z php TUKWILA R4'.D DEC W. Witit By Date Permit No. FILE COPY I understand that the Plan Check approvals are 1 subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. SEPARATE PERMIT REQUIRED FOR: g MECHANICAL ELECTRICAL LUIVIBING rg CAS PIPING CITY OF TUKWILA BUILDING DIVISION . REVIS ONS NO CHANGES SHALL BE MADE TO •��-. SCOPE OF WORK WITHOUT PRIOR r. ', 2 OVA,L OF TUKWILA BUILDING DIVISION . NOTE: MAY REVISIONS INCLUDE ADDITIONAL PLAN REVIEW FEES. 1)0t -3t0 PERMIT NO: P o1 -310 Mo1 71 DATE: q PROJECT NAME: AK 440MES LoT zq WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE. Mechanical ventilation criteria using prescriptive methods for Group R Occupancies four stories and less. (Group R Occupancies: Hotels, apartment houses, congregate residences, dwellings and lodging houses.) Each dwelling unit or guest room shall be equipped with source specific and whole house ventilation systems. Source specific exhaust fans are required in the following locations: bathrooms, laundries and kitchens. Minimum fan flow rating = 50 cfm @ 0.25 inches water gauge for bathrooms and laundries, and 100 cfm @ 0.25 inches water gauge for kitchen exhaust fans. V Locate exhaust fans on plan(s) and note fan flow performance rating for each fan. Exhaust ducts shall be equipped with back -draft dampers. Note this requirement on plans. r,/All exhaust ducts located in unconditioned spaces shall be insulated to a minimum of R -4. Note this requirement on plans. Whole house ventilation shall be provided by a system that meets the requirements of either: V.I.A.Q. Section 303.4.1 Section 303.4.2 Section 303.4.3 Section 303.4.4 Indicate on plans a proposed system to be used. (Refer to attached code sections, select one, and list here: 303• 41z- . .cw.n.taiA li,:.. hn:» wa y:: t5;.; i �::;.: Cii. ��:x;'r:�.'.:Yi7.v'd,I:F�H, %rti W:a }ti.iK..�ltL'rfS 1`J.;:i Viii 'k'.in�`/;i;� @!,:;_:�e'a;v.i•: y H re w 6 � -J O UO 4 � CO w =: : w o 2 J; L a; co a = CJ w , z �l 1- 0` z t- III U � 'O co. w w: c o . w z 2000 Edition 303.4.2 Prescriptive Requirements for Intermittent Whole House Ventilation Integrated With a Forced -Air System: This section establishes minimum prescriptive requirements for intermittent whole.house ventilation systems integrated with forced -air ventilation systems. A system which meets all the requirements of this Section shall be deemed to satisfy the requirements for a whole house ventilation system. 303.4.2.1 Integrated Whole House Ventilation Systems: Integrated whole house ventilation systems shall provide outdoor air at the rate specified in Table 3 -2. Integrated forced -air ventilation systems shall distribute outdoor air to each habitable room through the forced -air system ducts. Integrated forced -air ventilation systems shall have an outdoor air inlet duct connecting a terminal element on the outside of the building to the return air plenum of the forced -air system, at a point within 4 feet upstream of the air handler. The outdoor air inlet duct connection to the return air stream shall be located upstream of the forced -air system blower and shall not be connected directly into a furnace cabinet to prevent thermal shock to the heat exchanger. The outdoor air inlet duct shall be prescriptively sized in accordance with Table 3 -5. The system will be equipped with one of the following: 1. A motorized damper connected to the automatic ventilation control as specified in Section 303.4.2.2; or 2. A damper installed and set to meet minimum flow rates as specified in Table 3 -2, by either field testing or following manufacturer's installation instructions based on site conditions; or 3. An automatic flow regulated device with field measured or field calculated minimum negative pressure of 0.07 inches water gauge at the point where the outside air duct is connected to the return air plenum. 1 0 303.4.2.2 Ventilation Controls: The whole house ventilation system shall be controlled by a 24 -hour clock timer with the capability of continuous operation, manual and automatic control. This control will control the forced air system blower and if applicable the automatic damper. The 24 -hour timer shall be readily accessible. The 24 -hour timer shall be capable of operating the whole house ventilation system without energizing other energy - consuming appliances. At the time, of final inspection, the automatic control timer shall be set to operate the whole house system for at least 8 hours a day. A label shall be affixed to the control that reads "Whole House Ventilation (see operating instructions)." 303.4.2.3 Ventilation Duct Insulation: All supply c'•ucts in the conditioned space shall be insulated to a minimum of R-4. 303.4.2.4 Outdoor Air Inlets: Inlets shall be screened or otherwise protected from entry by leaves or other material. Outdoor air inlets shall be located so as not to take air from the following areas: a. Closer than 10 feet from an appliance vent outlet, unless such vent outlet is 3 feet above the outdoor air inlet. b. Where it will pick up objectionable odors, fumes or flammable vapors. c. A hazardous or unsanitary location. d. A room or space having any fuel- burning appliances therein. e. Closer than 10 feet from a vent opening of a plumbing drainage system unless the vent opening is at least 3 feet above the air inlet. f. Attic, crawl spaces, or garages. Effective 7/01 /01 i Project Name: s oak t • Address: Loo 2 . 9 LA3rck S. ' 1 v Luui kc U' Residential Building Permit Number: 1. Prescriptive Option W.S.E.C. Chapter 6, (check building permit option used): ❑ I. ❑ II ❑ III. ❑ Iv. ❑ v. ❑ vi. ❑ vii. ❑ ■111. 2. House Square Footage (HSqFt) /60q 3. Heating System installed, (check system type below): ❑ a. Electric Resistance /21 BTU /h per sq. ft. S• c - P't e A o4 /c us Ow -° C Gt'�1 b. Electric (forced air) /24 BTU /h per sq. ft. �� G�� C V v4S o -Kt`A-+ pa c3- c. Other Fuels ( as 'eat pump) /27 BTU /h per sq. ft. 4: `Equipment: , -. a. Make -- b. Model c. Size in BTU's , __---- 5. Calculation/(HSqFt)__ ------- -- (see -line 2 above) _" ° BTU /h X (see line 3 a, b or-c._above) BTU Equipment Maximum Size CITY OF TUKWILA �. Permit C& „ter 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 Prescriptive Heating System Sizing for Single Family Homes - New Construction Washington State Energy Code Chapter 9, Climate Zone 1 PERMIT APPLICATION #: Applicant's Signature: Date: 7/9/96 Dol- 310 Mo- ruI sanr 2 +7 nr$1..tfaRM” Wt419}}' RECEIVED CITY OF TUKWILA SEP 2 6 2001 PERMIT CENTER H -6 DEPARTMENTS: Complete Comments: TUES /THURS ROUTING: Please Route Documents/routing slip.doc 2 -28.02 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 - 310 PROJECT NAME Doak Homes, Inc. DATE: 04 -11 -02 SITE ADDRESS: 12247 43 Av S Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # __ _Revision # ( After Permit Is Issued ,�1 L Building Division n Fire Prevention Planning Division n Public WWorl4s � �� Structural n Permit Coordinator 41 . DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n Structural Review Required ado aa000 iIJad DUE DATE: 04-16-02 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 05-14 -02 APPROVALS OR CORRECTIONS: Approved Vf Approved with Conditions n Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: � LNG ;iuj ..i,,,,:t.4,1'& 'v.4aSt40,4 4 1�7 <4.. r.r lrr. atw' �' �lvi�ts�trF. +itauJa +�t"t<a`�e1?ir'Sitr:f.� (tSYY.'i31 „% rt UO N o • 'w z CO (L i 01 2 5 Na Z • iO. Z LU ;O N 101—. w w 1-- U w z, N O .Z Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: / / 1 a Z Plan Check/Permit Number: b d / 3 / ,) ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # 1 , after Permit is Issued Project Name: DD l �2 e / C Project Address: 12. 2'/ " 774_ f �� Contact Person: � r (,) - r Phone Number: 2./.2 4 7/ 'C /, ,, ,� Summary of Revision: e � la � red 4 12e-'i 4 � e c- ond irevA/ 5 / 7e f 4 w - IAd - e- l' / I `e 5 Gv il---7edA erij.ep 4 t0 /~4 ( 2. TZo bt.4.4,rfrii-47 /,-,-,-, p /7 ( i , , h /4-1 ('-' ALIT Pa f e r- fee_ re) //, ,,-, ././• f' (Aid , /1-7 Received at the City of Tukwila Permit Center by: ❑ Entered in Sierra on / 'Q �-- City f Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 RECEIVED CITY OF TUKWILA APE/ 1 1 2110? PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision -/(414) ECEIV CIT • F T ILA A1'li ' 0 2002 P RMIT C ER 08/30/00 �A1d' �tF:4i+7�1'M1�� aY° DEPARTMENTS: Building Division Public Works Complete TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: ACTIVITY NUMBER: D01 -310 PROJECT NAME: Doak Homes, Inc. SITE ADDRESS: 1224 43 Av S Original Plan Submittal Response to Correction Letter # DATE: 04 -11 -02 Response to Incomplete Letter # X Revision # I After Permit Is Issued DETERMINATION OF COMPLETENESS: (Tues., Thurs.) APPROVALS OR CORRECTIONS: Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2-28-02 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete n C Planning Division n Permit Coordinator DUE DATE: 04-16-02 Not Applicable ❑ / Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ Structural Review Required ❑ No further Review Required DATE: DUE DATE: 05-14 -02 Approved ) Approved with Conditions n Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D01 - 310 DATE: 04 -11 -02 PROJECT NAME: Doak Homes, Inc. SITE ADDRESS: 12247 43 Av S Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # ' After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete n TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2.28.02 n PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n Structural Review Required n Planning Division Permit Coordinator n DUE DATE: 04-16-02 Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: No further Review + Required DATE: 4l t s( z DUE DATE: 05-14 -02 Approved n Approved with Conditions n Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: z � 2.. J U, U • ; N w 0. U-Q 5.9. • Z Z i-0' Z I— • 111 LIS •O - ,0 H w w .. 0. I- - O ii Z: i U -. F- -. z ACTIVITY NUMBER: D01 - 310 PROJECT NAME: Doak Homes, Inc. SITE ADDRESS: 12247 43 Av S DATE: 04 -11 -02 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter# x Revision # J After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved n Notation: Documents/routing slip.doc 2 -28 -02 C PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n Structural Review Required n n n Planning Division Permit Coordinator DUE DATE: 04 -16-02 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: Li I/070 Z_ n DUE DATE: 05 -14 -02 d Approved with Conditions C 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: N • • , ..,., ..• «�v, ,oaxa tiro s ; <sxzs�a;cunv.< d w� ,,_ ror.lrf..r:.mww' ber +,A rxnb$:tr na'. - .4: ACTIVITY NUMBER: D01 - 310 PROJECT NAME: Doak Homes, Inc. SITE ADDRESS: 12247 43 Av S DATE: 04 -11 -02 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # x Revision # J After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete n Documents/routing slip.doc 2.28.02 Fire Prevention DETERMINATION OF COMPLETENESS: (Tues., Thurs.) APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: PLAN REVIEW /ROUTING SLIP Structural Incomplete in n n Planning Division Permit Coordinator n PI DUE DATE: 04 -16-02 Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTI G: Please Route Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: nH — i o Approved r 1 Approved with Conditions n Not Approved (attach comments) n Notation: DATE: V/170 DUE DATE: 05-14 -02 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY. NUMBER: D01- 310/M01 -171 DATE: 9-26-01 PROJE'CT':NALV�E' Doak Homes,. Lot 29 SITE ADDRESS: 43r Ave S. Original Plan Submittal SUITE # Response to Incomplete Letter # Response: to Correction Letter # Revision # After Permit Is Issued DEP Building Division A 106 4 Pu li Works £iiV , — 1 /--2r DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (4 weeks) Approved PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP REVIEWER'S INITIALS: gji0 Fire Prevention >L L* Q 11-01 Structural Incomplete Structural Review Required Approved with Conditions CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 Plannin""g Division Permit Coordinator DUE DATE: 9 -27-01 Not Applicable n n No further Review Required DATE: DUE DATE 10 -25 -01 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: ; v "l$' a 40' '1 a�12 174!% X31: + a�ri,L�lJ .21!i.d5n�i[+Ev':Jti ettii >�t.3+;+:iGtt'lii'it'�;:'ati:'» . cc w 6 J U 0O 0 :' W = J H N u. W 00 J . • o m W . Z' z o 0 • I— LLS uj H • U�; u' O : O ~` Z ACTIVITY NUMBER:. 01 -171 DATE: 9 -26 -01 PROJECT NAME: Doak Homes, Lot 29 SITE ADDRESS: 43r Ave S. SUITE # X Original Plan Submittal Response to Correction Letter # Revision # After Permit Is Issued Response to Incomplete Letter # DEPARTMENTS: Building Division Public Works Complete Comments: Yeltvci nn V )Ate? . TUES /THURS ROUTINE: REVIEWER'S INITIALS: Approved Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP g REVIEWER'S INITIALS: Approved with C CORRECTION DETERMINATION: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Please Route LT Structural Reviev' equired APPROVALS OR CORRECTIONS: (4 weeks) itions Approved with Conditions REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 9-27-01 '6"timAe. \ CQ vVawA" V I AG2 veal .s 4- ilv rI ct vas . No further Review Required DATE: mo t- 23-20n1. DUE DATE 10 -25 -01 n Not Applicable n Kai 5 Not Approved (attach comments) n DATE: Zgfice DUE DATE Not Approved (attach comments) DATE: ....,:w.awar.+ MYSr 4 ,?;fta, ,h'tYAC'`Yab fi sh! N( rY qP. Ri4.4 z re .J U. U O' U) • U) =: J F w 0 •. • u_ _. Z 0 uf Z F-: .0. • • `w•w:. U; u. O O f" Z PERMIT NO.: BUTL• mNG''t ERJYfITS INSPECTIONS ❑ 00001 Progress Inspection Status ❑ 00002 Pre - construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre -Move Inspection 0 00050 WSEC Residential Sr 00060 WA Ventilation/Indoor AQC ❑ 00070 NLEA lnspection/lvlpdular Struct ❑ 00071 Mobile Home Tic Down Insp ❑ 0007 Marriage Lines ❑ 00090 Resteel ❑ 00095 Footing Drains El/00100 Foundation Footings (00200 Foundation Walls ❑ 00250 Foundation Insulation 00300 Concrete Slab /Slab Insulation ❑ 00350 Crawl Space Ea.- 00400 , Shear Wall Nailing ❑ 00450 Plywood Wall Sheathing p" 00500 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney ❑ X0610 Chimney Installation /All Types 0700 Framing 00750 Roof /Ceiling Insulation ❑0 0800 Floor Insulation 00801 Wall Insulation ❑ 00802 Exterior Roof Insulation ❑ 00803 Glazing Inspection ❑ 00815 Lighting and Controls O )0900 Suspended Ceiling 01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening o 01 110 Pre -Move Inspection ❑ 01 1 15 Motor Inspection ❑ 01120 Pre -Demo ❑ 01140 Pre- reroo( ❑ 1400 Final -Fire Final - Building Final - Reroof • Site Visit Special - Concrete Special -Bolts in Concrete Special- Mom/Resist Conc Frame Special -Rein( Steel Prestress Special - Welding Special- High - Strength Bolting Special - Structural Masonry Special -Reid Gypsum Concrete Special - Insulating Conc Fill Special -Spray Fireproofing Special - Piling, Piers, Caissons ❑ 04011 Special- Shotcrete o 04012 Special- Grading, Excav/Fill CI 04013 Special - Retaining Wall ❑ 04014 Special- Panels o 04015 Special -Smoke Control System 01700 ❑ 01900 ❑ 03100 ❑ 04000 ❑ 04001 ❑ 04001 ❑ 04003 ❑ 04004 ❑ 04005 ❑ 04006 ❑ 04007 ❑ 04008 ❑ 04009 ❑ 04010 )10- tieleatic:( 714,4,4 TENANT NAIvfE: Doak 4;$ vn es L r t Z� CONDITIONS 001 No changes to plans unless approved by Bldg Div ❑ 0010 Special inspection required, notify Bldg Div ❑ 0011 Special inspector shall submit final signed report ❑ 0012 New ceiling grid & light fixture shall meet lateral bracing ❑ 0013 Partition walls attached to ceiling grid 0 01 Readily accessible access to roof mounted equipment 0015 Engineered truss drawings & calcs shall be on site ❑ 0016 Exposed insulation backing material ❑ 0017 Subgrade preparation including drainage, excavation ❑ 0018 Statement from roofing contractor verifying fire retardant class of roof Q All construction to be done in conformance w /approved plans ❑ No work shall be done in addition to those modifications..." 0002 Plumbing permits shall be obtained through King Co ❑ 0020 Structural observation shall be provided for this project ❑ 0021 All food preparation establishments must have King Co ❑ 0022 Fire retardant treated wood shall have flame spread of ❑ 0023 Notify Building Division prior to placing any concrete ❑ 0024 All spray applied fireproofing shall be special inspected 0025 All wood to remain in placed concrete shall be treated ❑ fi026 All structural masonry shall be special inspected 0027 Validity of Permit ❑ 0028 Rack storage requires separate permit ,K 003 Electrical permits obtained through L & I r 0030 No occupancy of building until final insp by Bldg Div li 0032 Remove all weeds, concrete, stone foundations, flat concrete ❑ 0036 Manufacturers installation instructions required on site O "BTU maximum allowed per 1997 WA State Energy Code" ❑ 0035 Contact PW Div to obtain insp for water /sewer connect ❑ 0038 A C of 0 will be required for this permit 0 03 Final approval for all TI w /in the limits of the SC :vial! 0004 All mechanical work shall be under separate permit ❑ 0040 All construction noise to be in compliance with 8.2 TMC ❑ 01 00 Ventilation is required for all new rooms & spaces _ All permits, insp records & approved plans available ❑ 0006 All structural concrete shall be special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" 0 0007 All structural welding shall be done by WABO certified inspector ❑ 0008 All high - strength bolting shall be special inspected ❑ 0009 Bolts installed in concrete shall be special inspected ❑ 0031 Comply with requirements of TMC 16.04 ❑ 0034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ "Obtain required inspections from appropriate water & sever . districts" ❑ "Fuel burning appliances O "Appliances, which generate...." ❑ "Water heater shall be anchored...." ❑ "Reroof" Plan Reviewer: Date: Date: ° (f2 8�2 c / ID -.19( .ii4iiiak jyljt, as ;0 izr >L: "vie ,it;rU.A f. s i. ri ri, + „i it 71n,t Cf:m i;'za ";�"c�•fi�suaM ,'sift; • W QQ � J U O 0 N W I • LL' W 0 ,' g J. U Z • 0' W ~. 2 • t 7, W a Z PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01- 310/■01 -171 DATE: 9 -26 -01 PROJECT NAME: Doak Homes, Lot 29 SITE ADDRESS: 43r Ave S. SUITE # Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued. DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: Approved \PRROUTE.DOC 5/99 n n Fire Prevention Structural Incomplete ur.I Review Required tO APPROVALS OR CORRECTIONS: (4 weeks) Approved with Conditions CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: REVIEWER'S INITIALS: Planning Division n Permit Coordinator DUE DATE: 9-27-01 ' Not Applicable No further Review Required (;) b-- -- ‘ 0 6) DATE: i DUE DATE 10 -25 -01 n Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: �a�:.»y ..,.':.�. . b.,. s,»,. a4�; �.+ l., u.*, b,' we. d. 3.. �+ r', �i��. 1. 4�i `t {rai� %'!`•'�r�;:�h�f«'r..S «r �i i.+ti'�::I.,:..,.S.e,!,.fa 'v1 DEPARTMENTS: Building Division Public Works REVIEWER'S INITIALS: Approved F \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01- 310/M01 -171 DATE: 9 -26 -01 PROJECT NAME: Doak Homes, Lot 29 SITE ADDRESS: 43r Ave S. SUITE # Original Plan Submittal Response to Incomplete Letter # Response to Correction. Letter # Revision # After Permit Is Issued DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete Comments: Fire Prevention Structural !•ANN ., Planning Division Permit Coordinator DUE DATE: 9-27 -01 Not Applicable TUES /THURS ROUTING: Please Route ri Structural Review Required ri No further Review Required DATE: Q APPROVALS OR CORRECTIONS: (4 weeks) DUE DATE 10 -25 -01 Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved ri Approved with Conditions Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: t• z w a te ? JU 00 (f) W= J CO LL w 0 ° g J LL w Z � 0 . Z ~` w C.) E 0 I- w w` - O CO O I-- Z ACTIVITY NUMBER: D01- 310/M01 -171 DATE: 9 -26 -01 PROJECT NAME: Doak Homes, Lot 29 SITE ADDRESS: 43 Ave S. SUITE # )( Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route PLAN REVIEW /ROUTING SLIP 15r X REVIEWER'S INITIALS: J)5 Structural Incomplete Structural Review Required APPROVALS OR CORRECTIONS: (4 weeks) Approved \PRROUT[.DOC 5/99 Fire Prevention Approved with Conditions REVIEWER'S INITIALS: C:=lPr► W CORRECTION DETERMINATION: Approved Approved with Conditions n REVIEWER'S INITIALS: n Planning Division Permit Coordinator DUE DATE: 9-27-01 Not Applicable No further Review Required DATE: 9 06- of DUE DATE 10 -25 -01 Not Approved (attach comments) DATE: / n DUE DATE Not Approved (attach comments) DATE: MEMORANDUM TO: BUILDING DIVISION — Brenda Holt, Permit Coordinator FROM: PUBLIC WORKS DEPT. — David McPherson I:314f DATE: October 11, 2001 SUBJECT: Doak Homes 43r Ave. South Permit No(s). D01-309, D01-310, & D01-311 Please note the following, regarding these permits. Permit D01-310 for Lot 29 (122xx-43' Ave. South) did not require a water meter WO#, as there is an existing meter for this lot. Lot 29 under permit D01-310 will require a Demo permit to remove existing structures. Lot 29 has an existing water meter and should not require an Allentown water connection charge, under City ordinance 1777. Site address for Lot 29 under permit DO 1-310, is not found. Applicant shall provide, draft private utility easements for Lots 28, 29, & 30, for review by Public Works. Recorded private utility easements shall be provided prior to CFO. Revision No. Date I Received Stan Initials i I 1 Staff i Date Initials 1 Issued 1 1 1 'Staff Initials / Li -- l I i am/ i „ =3 - 0,2_ , 1 Summary of Revision: I _ 1 i go �- f, Il L(�Eit. / • / 1 i 4 ,�/ .: L, j al tir _Al ..d Y-- ' /4 ., sA Ion elp-on t ii . X 4 LA . Li A. 4 I . i i Received By: ,•, , jrf , ' , t 5 3 1,2 Revision No. 1 Date { Received I Stan Initials Date Issued 1 Staff Initials 1 1 1 Received By: Summary of Revision: • Received By: • Revision No. • Date Received Staff Initials Date Issued Staff Initials Summary of Revision: Summary of Revision: Received By: Received By: Revision No. Date Received Staff Initials Date Issued I Staff Initials Summary of Revision: Summary or Revision: Received By: Received By: Revision No. Date Received Staff Initials Date I Staff - Issued j Initials 1 i 1 Summary of Revision: Received By: PROJECT NAME: DOGLI - - Th , / PERM NO:.. Db - 3/0 Site Address: ) /1 ( f3 au!; .So-- Original Issue Date: REVISION LOG (please print) (please print) (please print) please print pease print 3 -/q "d 0. •...v,vw... ,.v... n.,.,.....,.......,ven.a- ...e.N rc ..F•+'M'h4.1.1t•.V<Z�1Y!Nt KV'RC./K¢tiUirlw+:'�, City of ri'ukwila Parcel No.: 0179000150 Address: 12247 43 AV S TUKW Suite No: DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 1,609 SQ FT SINGLE FAMILY RESIDENCE AND 422 SQ FT ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: SANITARY SIDE SEWER, WATER SERVICE, STORM DRAINAGE, ACCESS, TEMP EROSION CONTROL, STREET USE FOR UNDERGROUND POWER, AND LAND ALTERING. Water Meter Size: 0 0 Quantity: 0 0 Water Meter Type: Work Order Number: Connection Fee: N $0.00 $0.00 Install Deposit: N $0.00 $0.00 Additional Install Deposit: $0.00 $0.00 Plan Check:. N $10.00 $0.00 Inspection Fee: N $15.00 $0.00 Turn On Fee: N $0.00 $0.00 Special Assessment: $0.00 $0.00 Other Fee: $0.00 $0.00 Total Fee: $25.00 $0.00 $0.00 Total. Water Fees: doc: Miscperm Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Y/N Meter #1 $25.00 WATER METER INFORMATION D01 -310 Permit Number: D01 -310 Issue Date: 03/14/2002 Permit Expires On: 09/10/2002 Meter #2 Meter #3 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Printed: 03 -14 -2002 CITY Or' INSPECTION RECORD When calling for inspections, please state the permit number, project name, site address, type of inspection, date inspection is needed (AM or PRA), contact person's name and phone number. CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE FIRE INSPECTIONS Fire Sprinklers Fire Alarm Fire /Smoke Damper Testing DATE INSP COMMENTS REVISIONS All Fire inspections must be completed and approved prior to Fire Final. All Planning inspections must be completed and approved prior to Planning Final. All Utility permit inspections must be completed and approved prior to Public Works Final. All required inspections, including mechanical, electrical, plumbing and gas piping must be approved prior to Building Final. PUBLIC WORKS INSPECTIONS DATE INSP COMMENTS Curb Cut/Access /Sidewalk Channelization/Striping .3� Fire Loop Hydrant VtiP2- W Flood Zone Control Land Altering X Hauling/Moving Oversized Load . 3 II-t - ( . UN Landscape Irrigation )( Sanitary Side Sewer ,i11/02-- (ki 5-0,0,,, C -1 d - Sewer Main Extension Storm Drainage Street Use . Water Main Extension Water Meter Exempt A Water Meter Permanent )/11 (v 2 - 6i/ A tv< <b., r y, 4; 6, r--A r' Water Meter Temporary CITY Or' INSPECTION RECORD When calling for inspections, please state the permit number, project name, site address, type of inspection, date inspection is needed (AM or PRA), contact person's name and phone number. CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE FIRE INSPECTIONS Fire Sprinklers Fire Alarm Fire /Smoke Damper Testing DATE INSP COMMENTS REVISIONS All Fire inspections must be completed and approved prior to Fire Final. All Planning inspections must be completed and approved prior to Planning Final. All Utility permit inspections must be completed and approved prior to Public Works Final. All required inspections, including mechanical, electrical, plumbing and gas piping must be approved prior to Building Final. FINAL INSPECTIONS DATE INSP COMMENTS Fire Department* Planning Department ** .3� Public Works Department * ** VtiP2- W Mechanical Final Special Inspection Final Letters Rec'd X Building Final * * ** `0 . 3 II-t - ( . UN CITY Or' INSPECTION RECORD When calling for inspections, please state the permit number, project name, site address, type of inspection, date inspection is needed (AM or PRA), contact person's name and phone number. CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE FIRE INSPECTIONS Fire Sprinklers Fire Alarm Fire /Smoke Damper Testing DATE INSP COMMENTS REVISIONS All Fire inspections must be completed and approved prior to Fire Final. All Planning inspections must be completed and approved prior to Planning Final. All Utility permit inspections must be completed and approved prior to Public Works Final. All required inspections, including mechanical, electrical, plumbing and gas piping must be approved prior to Building Final. MECHANICAL INSPECTIONS DATE INSP . COMMENTS Rough -in (before insulating) Rough -in for Cover Smoke Detector Shut -off Fire /Smoke Damper Testing CITY Or' INSPECTION RECORD When calling for inspections, please state the permit number, project name, site address, type of inspection, date inspection is needed (AM or PRA), contact person's name and phone number. CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE FIRE INSPECTIONS Fire Sprinklers Fire Alarm Fire /Smoke Damper Testing DATE INSP COMMENTS REVISIONS All Fire inspections must be completed and approved prior to Fire Final. All Planning inspections must be completed and approved prior to Planning Final. All Utility permit inspections must be completed and approved prior to Public Works Final. All required inspections, including mechanical, electrical, plumbing and gas piping must be approved prior to Building Final. Washington Ordinance No. / 7 7 7 City of Tukwila 7_ 6 - s - _ .AN ORDINANCE ESTABLISHING WATER CONNECTION FEES FOR AL- LENTOWN AND RYAN HILL, SEWER CONNECTION FEES FOR ALLEN- TOWN IrHASE I; PROVIDING FOR SEVERABILITY; AND ESTABLISHING AN EFFECTIVE DATE. WHEREAS, a sewer plan identifying presidential and 2 commercial areas has been pre- pared with a prioritized construction schedule, and WHEREAS, water and sewer infrastructure construction will be initially paid for with utility funds; and WHEREAS, water and sewer lines meet Washington State Department of Health stan- dards including minimum water pipe diameter of 8 inches; and WHEREAS, any new water or any sewer connection will be assessed a connection charge that is determined by the infrastructure construction cost and total number of potential connections, and WHEREAS, a SEWER connection charge will be paid at the time of connecting or before final building permit approval for new facilities, and WHEREAS, a WATER connection charge will be paid before final building permit ap- proval, and WHEREAS, total Allentown construction costs have been projected based on the con- struction bid costs for 189 of the approximate 400 total connections, and WHEREAS, Ryan Hill connection costs are based on the construction of new lines to serve the existing 78 homes and 69 potential future connections, and WHEREAS, early connections are desired to recover construction costs and accelerate neighborhood revitalization so that a 10% reduction in connection charges will be offered through January 31, 1998. NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHING- TON, HEREBY ORDAIN AS FOLLOWS: Se.ction I. Allentown Phase I Sewer Connection Charges. A. Allentown Phase I homes existing on September 1, 1996 will be required to con- nect to the sewer and pay associated connection charges if any portion of any building is situated within 250 feet of a sanitary sewer line or lateral and if: 1. septic or health problems are identified by King County Health Department that require repair of the septic tank system, or 2. the home changes ownership, or 3. remodeling occurs adding a bathroom or bedroom. B. Homes north of S. 124th St. on 43rd Ave. S. and on 44th Ave. S. existing on March 1, 1996 are exempt from connection charges as the sewer was constructed as part of the Metro project at no charge to the City or the property owners. SEWORD5.DOC 10/30/96 1 1' SEWORDS. 10/30/96 C. ,�111,e wn 5 _w connection charges by year will b'"i,iven a 10% reduction for connecting bet 2 January 31, 1998 to encourage early connections and the base fee of $7,278.00 will be increased $363.90 per year until 2006 in accord with RCW35.92.025: until charge January 31, 1998 $6,550.20 10% reduction January 31, 1999 $7,278.00 Base price January 31, 2000 $7,641.90 — Janiiary 31, 2001 $8,005.80 January 31, 2062 $8,369.70 January 31, 2003 $8,733.60 �-- January 31, 2004 $9,097.50 January 31, 2005 $9,461 .40 January 31, 2006 $9,825.30 January 31, 2007 $10,189.20 in accord with RCW 35.92.025 where it is capped at $10,189.20. D. Payment methods for Phase 1 sewer connection charges are: 1. deferring connection fee or subsidizing low income applicants who qualify in accord with CDBG block grant requirements in effect at the time of applica- tion, 2. connection charges for Phase 1 residences existing September 1, 1996 may pay the sewer connection charge on a time plan with their monthly bills. The monthly payment with an annual interest rate of 5% will be calculated for a 5 -, 7 -, 10 -,12 -, or 15 -year term. 3. . Only existing individual single family applicants are eligible for the payment plans. New homes constructed after September 1, 1996 are required to make full connection charge payment prior to building permit final construction ap- proval for occupancy. Change of ownership requires payment in full of con- nection fees. Remodeling construction is required to pay connection fees prior to issuance of building permit unless home is on the payment plan which may be continued. 4. Monthly payments may be started prior to obtaining a sewer connection permit. 5. Monthly payments may be initiated as a payment method until January 31, 2001 for Phase I. E. Notice of sewer availability and connection requirements shall be placed on titles of properties within the Allentown area with sewer service. Section II. Allentown and Ryan Hill regular water connection charges. A. Existing facilities connected to the water system will not be assessed a water con- nection fee. B. Allentown water connection fees for any new single family connection increase $198.40 per year: until charge January 31, 1998 $3,968.00 January 31, 1999 $3,968.00 January 31, 2000 $4,166.40 January 31, 2001 $4,364,80 t January 31, 2002 $4,563.20 January 31, 2003 $4,761.60 31, 2004 $4,960.00 January 31, 2005 $5,158.40 January 31, 2006 $5,356.80 January 31, 2007 $5,555.20 in accord with RCW 35.92.025 where it is capped at $5,555.20. 2 • C. Ryan Hill wE, ; connection fees for any new single family connection increase $207.30 per year: until charge January 31, 1998 $4,146.40 January 31, 1999 $4,146.00 January 31, 2000 $4,353.30 January 31, 2001 $4,560.60 January 31, 2002 $4,767.90 January 31, 2003 $4,975.,20 January 31, 2004 $5,182.50 January 31, 2005 $5,389.80 January 31, 2006 $5,597.10 January 31, 2007 $5,804.40 in accord with RCW 35.92.025 where it is capped at $5,804.40. Section III. Service area boundaries. Allentown is bordered by the BNSF railroad on the east, the Duwamish River on the south and the west, and S. 115th St, on the north. Ryan Hill the area approximately bounded by S. 114th St., 51st Ave. S., S. Ryan Way, and 47th Ave. S. Allentown is depicted on the map attached to this ordinance as Exhibit A and Ryan Hill on Exhibit B; both maps are incorporated herein by this reference as if set forth in full. Section IV. Funding recovery review. The successful implementation of later phases of the Sewer Plan for the 7 residential areas is dependent on the repayment of general fund reve- nues from the connection fees. The City Council will review connection requirements, exemp- tions and other revenue recovery alternatives to insure that the sewer plan remains viable and adequately funded in 2001. Section V. Severability. If any section, sentence, clause or phrase of this ordinance should be held to be invalid or unconstitutional by a court of competent jurisdiction, such in- validity or unconstitutionality shall not affect the validity or constitutionality of any other sec- tion, sentence, clause or phrase of this ordinance. Section VI. Effective Date. This ordinance or a summary thereof shall be published in the official newspaper of the City, and shall take effect and be in full force five (5) days after passage and publication as provided by law. PASSED BY THE CITY CO CIL OF TH . CI Y OF TUKWILA, WASHINGTON, at a Regular Meeting thereof this .V day of ' ' ' 1996. ATTEST / AUTHENTICATED: e E. Cantu, City Clerk APPROVED AS TO FORM: By 0 ice of the C SEWORD5.DOC 10/30/96 ttorney FILED WITS -I THE CITY CLERK: /o- 3/• y PASSED BY THE CITY COUNCIL: //- -- 5 C PUBLISHED: /f - 7 - % 6 EFFECTIVE DATE: //- ORDINANCE NO.: / 7 7 7 3 Return : City of Tukwila I 6200 Southcenter Blvd Tukwila Wa 98188.2599 , I 0 CITY OF TUKWILA ORDINANCE 111777 - SEWER CONNECTION REQUIREMENTS (see pages 4-7) GRANTOR : CITY OF TUKWILA 6200 SOUTHCENTER BLVD TUKWILA WA 98188 GRANTEE: continued on a .e 2 & 3) PARCELII OWNER LOCATION LEGAL DESCRIPTION 0179000005 JACOBSON JAMES 12202 42ND AVE S LOT l &2 BLK 1 ALLENTOWN ADD 0179000065 TURPIN ROLAND 12229 43RD AVE S LOT 34.35 BLK 1 ALLENTOWN ADD 0179000100 HOWE LARRY & EVEL 12258 42ND AVE S LOT 19 BLK I ALLENTOWN ADD 0179000105 WALKER FREDERICK F 4208 S 1 24TH ST LOT 20.21.22 BLK 1 ALLENTOWN ADD 0179000200 SMITHAM DENNIS 12223 43RD AVE S LOT 36.39 BLK I ALLENTOWN ADD 0179000220 WAGERS LARRY & KIM 12203 43RD AVE S LOT 1.2 &43.44 BLK 2 ALLENTOWN ADD 0179000230 MATSON JIM D 1 2204 43RD AVE S LOT 1.2 BLK 2 ALLENTOWN ADD 0179000265 BRAUCHER ANNE A 12226 43RD AVE S LOT 6.9 BLK 2 ALLENTOWN ADD 0179000270 CITY OF TUKWILA 12232 43RD AVE S LOT 10 BLK 2 ALLENTOWN ADD 0179000290 CARLSON JACK JAY 12248 43RD AVE S LOT 16.17 BLK 2 ALLENTOWN ADD 0179000300 DELEZA SANDRA 12240 43RD AVE S LOT 14-15 BLK 2 ALLENTOWN ADD 0179000310 SHUMWAY TODD 1 2236 43RD AVE S LOT 1 l -13 BLK 2 ALLENTOWN ADD 0179000315 GEARHART CHARLENE 12254 43RD AVE S LOT 18 BLK 2 ALLENTOWN ADD 0179000320 ANDERSON KIM 4304 S 124TH ST LOT 19-20 BLK 2 ALLENTOWN ADD 0179000330 BLAND FLOYD L 4306 S 124TH ST LOT 21-22 BLK 2 ALLENTOWN ADD 0179000340 GREENWAY JEFFREY 4316 S 124TH ST LOT 23.24 BLK 2 ALLENTOWN ADD 0179000350 GARRISON LORI W 4318 S 124TH ST LOT 25-26 BLK 2 ALLENTOWN ADD 0179000360 NISTOR IOAN 12253 44TH AVE S LOT 27 BLK 2 ALLENTOWN ADD 0179000365 WEIKUM LAURENCE 12249 44TH AVE S LOT 28.29 BLK 2 ALLENTOWN ADD 0179000380 JACOBSEN GAYLE M 12245 44TH AVE S LOT 30.32 BLK 2 ALLENTOWN ADD • 0179000390 JACOBSEN CHRIS 12235 44TH AVE S LOT 33.34 BLK 2 ALLENTOWN ADD 0179000400 BAILEY EDWARD R 12227 44TH AVE S LOT 35.36 BLK 2 ALLENTOWN ADD 0179000410 KLISE HAROLD & JUNE 12221 44TH AVE S LOT 37.38 BLK 2 ALLENTOWN ADD 0179000420 CUNNINGHAM CHARL 12207 44TH AVE S LOT 39.40 BLK 2 ALLENTOWN ADD 0179000429 MOLTANE GARY 12205 44TH AVE S LOT 41.42 BLK 2 ALLENTOWN ADD 0179000450 REED SHIRLEY 12202 44TH AVE S LOT 1.3 BLK 3 ALLENTOWN ADD 0179000460 FITTERER MARCUS 12208 44TH AVE S LOT 3.5 BLK 3 ALLENTOWN ADD 0179000475 COYNE BETTY L 12218 44TH AVE S LOT 5.8 BLK 3 ALLENTOWN ADD 0179000495 CROWSTON CHAD 12228 44TH AVE S LOT 9-10 BLK 3 ALLENTOWN ADD 0179000505 JENSEN ROBERT A 12236 44TH AVE S LOT 11-13 BL.. 3 ALLENTOWN ADD 0179000525 PRESTEGAARD HANNE 12242 44TH AVE S LOT 14.16 BLK 3 ALLENTOWN ADD 0179000535 HUNLEY JAMES D 12254 44TH AVE S LOT 17.18 BLK 3 ALLENTOWN ADD 0179000550 LECKBAND DONALD 4402 S 124TH ST LOT 19.20 BLK 3 ALLENTOWN ADD 0179000555 JOSLYN JIM . 4408 S 124TH ST LOT 21.22 BLK 3 ALLENTOWN ADD 0179000565 SCHWALD GERALD A 4412 S 124TH•ST LOT 23-24 BLK 3 ALLENTOWN ADD 0179000575 LEVACK ROBERT J 4426 S 124TH ST LOT 25.26 BLK 3 ALLENTOWN ADD 0179000585 DECKER ROE S 12253 45TH AVE S LOT 27-28 BLK 3 ALLENTOWN ADD 0179000600 MATHIS LOIS D 12245 45TH AVE S LOT 29.32 BLK 3 ALLENTOWN ADD 0179000615 RADU DORIN 12235 45TH AVE S LOT 33-34 BLK 3 ALLENTOWN ADD 0179000625 VICKERS LANNY L . • 12227 45TH AVE S LOT 35-36 BLK 3 ALLENTOWN ADD 0179000635 FORREY JAMES R 12221 45TH AVE S LOT 37.38 BLK 3 ALLENTOWN ADD 0179000645 REED EUGENEN & DOR 12215 45TH AVE S LOT 3942 BLK 3 ALLENTOWN ADD 0179000660 BRUBAKER LEO 12205 45TH AVE S LOT 43 BLK 3 ALLENTOWN ADD 0179000665 BRUBAKER LEO 12203 45TH AVE S LOT 44 BLK 3 ALLENTOWN ADD 0179000690 ARCHER MARY 12202 45TH AVE S LOT 1.8 • BLK 4 ALLENTOWN ADD 0179000715 WALKER MARIA 1 12228 45TH AVE S LOT 9-12 BLK 4 ALLENTOWN ADD 0179000735 CORE STEPHEN D 12238 45TH AVE S LOT 13.14 BLK 4 ALLENTOWN ADD • 0179000745 BURRINGTON ARTHUR 12244 45TH AVE S LOT 15.16 ' BLK 4 ALLENTOWN ADD 0179000755 STEINBERG HARRY 12252 45TH AVE S LOT 17.18 BLK 4 ALLENTOWN ADD 0179000782 GOMEZ GEORGE G 4504 S 124TH ST LOT 19.21 BLK 4 ALLENTOWN ADD • 0179000785 GOMEZ GEORGE G 4518 S 124TH ST LOT 22.26 BLK 4 ALLENTOWN ADD 0179000810 MARKU ARBEN 12253 46TH AVE S LOT 27-28 I3LK 4 ALLENTOWN ADD 0179000820 ARAGON DANIEL C 12245 46TH AVE S LOT 29.30 BLK 4 ALLENTOWN ADD 0179000830 WILSON CHERYL Y 12239 46TH AVE S LOT 31.32 BLK 4 ALLENTOWN ADD 0179000835 PETERS ANNETTE & ED LOT 22 LOT 22 BLK 4 ALLENTOWN ADD PARCELII OWNER LOCATION LEGAL DESCRIPTION 0179000840 PETERS ANNETTE & ED 1 2231 46TH AVE S LOT 34.35 BLK 4 ALLENTOWN ADD itIP 0179000850 CASCIOLA MYRNA E 12221 46TH AVE S LOT 36.30 BLK 4 ALLENTOWN ADD 0179000870 BROOKS ROBERT 12217 46TH AVE S LOT 39.42 BLK 4 ALLENTOWN ADD 0179000885 BRYANT RAYMOND 12201 46111 AVE S LOT 43.44 BLK 4 ALLENTOWN ADD 0179000895 CARTER LARRY M 46TH & 122ND ST LOT 1 BLK 5 ALLENTOWN ADD 0179000900 CARTER LARRY M •:2204 46T1-1 AVE S LOT 2.3 BLK 5 ALLENTOWN ADD 0179000910 OFSDAHL PHILIP ) 12212 46TH AVE S LOT 4.5 BLK 5 ALLENTOWN ADD 0179000925 TINGLEY BRYCE & CHR 12218 46TH AVE S LOT 6.8 BLK 5 ALLENTOWN ADD 0179000935 LEE )O ANN 12230 46TH AVE S LOT 9.12 BLK 5 ALLENTOWN ADD 0179000965 APPLEGATE THOMAS 12246 46TH AVE S LOT 13.16 BLK 5 ALLENTOWN ADD 0179000975 KNIGHT ELDON 12252 46TH AVE S LOT 16.18 BLK 5 ALLENTOWN ADD 0179000985 ARAGON DANIEL C LOT 19.20 LOT 19.20 BLK 5 ALLENTOWN ADD 0179001010 SWANSON DAVID C 4616 S 124TH ST LOT 24.26 BLK 5 ALLENTOWN ADD 0179001025 ROSS CHARLIE & ROSE 12253 47TH AVE S LOT 27.30 BLK 5 ALLENTOWN ADD 0179001045 ROSS CHARLIE & ROSE 47TH & 1 23RD LOT 31.33 BLK 5 ALLENTOWN ADD 0179001046 !SCHUBERT TIMOTHY 47T1-1& 123RD ST 12219 47TH AVE S LOT 34.36 LOT 37.39 BLK BLK 5 5 ALLENTOWN ADD ALLENTOWN ADD 0179001065 !SCHUBERT TIM 0179001090 DREBIN HAROLD 12211 47TH AVE S LOT 40.41 BLK 5 ALLENTOWN 0179001100 CRAWFORD MAYME 12203 47TH AVE S LOT 42.44 BLK 5 ALLENTOWN ADD 0179001115 DAVIS MARK 4705 S 122ND ST LOT 1.3 BLK 6 ALLENTOWN ADD 0179001130 WERTMAN DONALD 12210 47TH AVE S LOT 4.5 BLK 6 ALLENTOWN ADD 0179001140 ROBAR KEITH & TANI 12216 47TH AVE S LOT 5.7 BLK 6 ALLENTOWN ADD 0179001 155 BARNES JUDITH M 12222 47TH AVE S LOT 7.9 BLK '6 ALLENTOWN ADD 0179001160 SUNGA EDMON & VIC 12226 47TH AVE S LOT 9.10 BLK 6 ALLENTOWN ADD 0179001170 VADER JOHN A 12228 47TH AVE S LOT 11-12 BLK 6 ALLENTOWN ADD 0179001185 CLOTHIER RONALD M 12240 47TH AVE S LOT 13.14 BLK 6 ALLENTOWN ADD 0179001195 JIMENEZ VIRGILIO 12244 47TH AVE S LOT 15.16 BLK 6 ALLENTOWN ADD 0179001200 GARNETT DORIS B 12252 47TH AVE S LOT 17.18 BLK 6 ALLENTOWN ADD 0179001210 PRICE ROBERT 4702 S 124TH ST LOT 19.21• BLK 6 ALLENTOWN ADD 0179001240 NELSON THEA G 4718 S 124TH ST LOT 25.26 ELK 6 ALLENTOWN ADD 0179001250 RAFATJAH RICHARD LOT 27.28 LOT 27.28 BLK 6 ALLENTOWN ADD 0179001260 BURROWS RUBY E 12243 48TH AVE S LOT 29.30 BLK 6 ALLENTOWN ADD 0179001270 LEENDERS DANIEL L 12235 48TH AVE S LOT 31.34 BLK 6 ALIENTOWN ADD 0179001300 BARTON SANDRA 12223 48TH AVE S LOT 35.38 BLK 6 ALLENTOWN ADD 0179001310 WELLS FARGO BANK 12215 48TH AVE S LOT 39.40 BLK 6 ALLENTOWN ADD 0179001320 FULLER KEITH 12211 48TH AVE S LOT 41.42 BLK 6 ALLENTOWN ADD 0179001330 STAUDT STEVE 12203 48TH AVE S LOT 43.44 BLK 6 ALLENTOWN ADD 0179001340 COPELAND PHILIP LOT I LOT I • BLK 7 ALLENTOWN ADD 0179001345 COPELAND PHILIP 2208 48TH AVE S LOT 2.3 BLK 7 ALLENTOWN ADD 0179001355 BAILEY EDWARD 12212 48TH AVE S LOT 3.4 BLK 7 ALLENTOWN ADD 0179001370 HUGHES MALENE 12218 48TH AVE S LOT 5.7 BLK 7 ALLENTOWN ADD 0179001380 TINSLEY RANDY 12224 48TH AVE S LOT 8.9 &36.37 BLK 7 ALLENTOWN ADD 0179001390 HOVLAND RUTH 1?228 48TH AVE S LOT 10.11 BLK 7 ALLENTOWN ADD 0179001400 ABDULMALIK ABDULN LOT 12.13 LOT 12.13 BLK 7 ALLENTOWN ADD 0179001410 LOONEY WILLIAM A LOT 14 LOT 14 BLK 7 ALLENTOWN ADD 0179001415 TRIMBLE LEE & BARBA' 12242 48TH AVE S LOT 15-16 BLK 7 ALLENTOWN ADD 0179001425 BARRETT RAYNOLD E 12250 48TH AVE S LOT 17 BLK 7 ALLENTOWN ADD 0179001435 HARRIS KEITH B 12258 48TH AVE S LOT 18.22 BLK 7 ALLENTOWN ADD 0179001490 DOLEJSKA CHRIS 12241 49TH AVE S LOT 30.31 BLK 7 ALLENTOWN ADD 0179001555 FINN MICHAEL T LOT 43.44 LOT 43.44 BLK 7 ALLENTOWN ADD 0179003238 HARRIS VERLINE , 12404 42ND AVE S LOT 18 BLK • ALLENTOWN ADD 3347400005 DECKER DEAN . 4208 S 1 16TH ST LOT 1.5 BLK I HILLMNS CD MDW GRDNS DIV NO 01 3347400030 STEVENS ARTHUR 4218 S 116TH ST LOT 6.9 BLK 1 HILLMNS CD MDW GRDNS DIV NO 01 3347400050 ADDINGTON ARLENE 4230 S 116TH ST LOT 10.1 1 BLK 1 HILLMNS CD MDW GRDNS DIV NO 0 1 3347400070 RUSSELL WILLIAM P 11602 42ND AVE S LOT 1.3 BLK 2 HILLMNS CD MDW GRDNS DIV NO 01 3347400085 PHITSNOUKANE SOM 4217 S 116TH ST LOT 4.6 BLK 2 HILLMNS CD MDW GRDNS DIV NO 01 3347400100 FRITZINGER MERRY 4219 S I I6TH ST LOT 6.8 BLK 2 HILLMNS CD MDW GRDNS DIV NO 01 3347400110 CLARK M VIVIAN 42ND & S 116TH S LOT 9.10 BLK 2 HILLMNS CD MDW GRDNS DIV NO 01 3347400120 BURLINGTON NORTHE 42ND & S 116T1.1 S LOT 11-13 BLK 2 HILLMNS CD MDW GRDNS DIV NO 01 3347400355 TYE MARGUERITE 4202 S 122ND ST LOT 65 BLK 2 HILLMNS CD MDW GRDNS DIV NO 01 3347400360 RAMEY REGGIE 4206 S 122ND ST LOT 66 BLK 2 HILLMNS CD MDW GRDNS DIV NO 01 3347400365 BEEMAN BETH 4210 S 122ND ST LOT 67 BLK 2 HILLMNS CD MDW GRDNS DIV NO 01 3347400370 BLAKE SALLY H 4214 S 122ND ST LOT BLK 2 HILLMNS CD MDW GRDNS DIV NO 01 3347400380 TAKAI KALAMA 4220 S 122ND ST LOT 70 BLK 2 HILLMNS CD MDW GRDNS DIV NO OI 3347400390 MCGUIRE CHARGLES S 122ND ST LOT 71.72 BLK 2 HILLMNS CD MDW GRDNS DIV NO 01 3347400395 MCGUIRE CHARGLES S I 22ND ST LOT 72.73 BLK 2 HILLMNS CD MDW GRDNS DIV NO 01 3347400400 ADAM RON 4310 S I22ND ST LOT 74.75 BIX. 2 HILLMNS CD MDW GRDNS DIV NO 01 3347400420 JENNE C 12055 44TH AVE S LOT 78.79 BLK 2 HILLMNS CD MDW GRDNS DIV NO 01 3347400430 ELLIS EVERETT 12049 44TH AVE S LOT 80 BLK 2 HILLMNS CD MDW GRDNS DIV NO 01 3347400435 ELLIS SONJA 12045 44TH AVE S LOT 8l•82 BLK 2 HILLMNS CD MDW GRDNS DIV NO 01 3347400445 FASANO MARK P LOT 83 HILLMANS LOT 83 BLK 2 HILLMNS CD MDW GRDNS DIV NO 01 3347400450 FASANO MARK 12029 44TH AVE S LOT 84.06 BLK 2 HILLMNS CD MDW GRDNS DIV NO 01 3347400465 ROMEO 1UVERA 12017 44TH AVE S LOT 87.89 BLK 2 HILLMNS CD MDW GRDNS DIV NO 01 •1 1.•11 PARCELII OWNER LOCATION LEGAL DESCRIPTION ' 3347400486 GOODWIN JOHN 13 11863 44TH1 AVE S LOT 91.92 BLK 2'HILLMNS CD MDW GRDNS DIV NO I 3347400510 SIMONTON ROBERT C 11045 44TH AVE S LOT 94.96 BLK 2 1 IILLMNS CD MDW GRDNS DIV NO 01 3347400520 PYLE BARBARA A 1 1835 44TH AVE S LOT 97.90 BLK 2 HILLMNS CD MDW GRDNS DIV NO 01 3347400525 LENTZ MICHAEL & VAR 1 18:,7 44TH AVE S LOT 97.98 BLK 2 HILLMNS CD MDW GRDNS DIV NO 01 3347400530 JACKS BEN 11831 44T11 AVE S LOT 99 BLK 2 HILLMNS CD MDW GRDNS DIV NO 01 3347400555 BUSS DARRELI. 11811 44T11 AVE S LOT 104 BLK 2 HILLMNS CD MDW GRDNS DIV NO 01 3347400565 MILLER GARTH 11803 44T11 AVE S LOT 105.106 BLK 2 HILLMNS CD MDW GRDNS DIV NO 01 3347400570 HOFFMAN DARRELL 11685 44TH AVE S LOT 106.107 BLK - 5 HILLMNS CD MDW GRDNS DIV NO 01 3347400580 CITY OF TUKWILA LOT 108.113 LOT 108.113 BLK 2 HILLMNS CD MDW GRDNS DIV NO 01 3347400585 GILLMAN HUGH 11659 44TH AVE S LOT 114 BLK 2 HILLMNS CD MDW GRDNS DIV NO 01 3347400590 BRATCHER KEVIN 11651 44TH AVE S LOT 1 15.1 16 BI K 2 HILLMNS CD MDW GRDNS DIV NO 01 3347400600 KAPONE AL P 11645 44TH AVE S LOT 115 BLK 2 HILLMNS CD MDW GRDNS DIV NO 01 3347400610 BELMONTE FIERMOGEI 11637 44T11 AVE S LOT 1 17.1 19 BLK 2 HILLMNS CD MDW GRDNS DIV NO 01 3347400615 CASE SALLY 11635 44TH AVE S LOT 120.121 BLK 2 HILLMNS CD MDW GRDNS DIV NO 01 3347400625 BURLINGTON NORTHE LOT 122 LOT 122 BLK 2 HILLMNS CD MDW GRDNS DIV NO 01 3347400630 BURLINGTON NORTHE VACANT LOT • BLK • HILLMNS CD MDW GRDNS DIV NO 01 3347400650 DOUGLAS 11650 44TH AVE S LOT 16 BLK 3 HILLMNS CD MDW GRDNS DIV NO 01 3347400685 _HITCHCOCK GULLA JUAN 11662 44TH AVE S LOT 19 BLK 3 HILLMNS CD MDW GRDNS DIV NO 01 3347400700 POMEROY JACQUELINE LOT 22 HILLMANS LOT 22 BLK 3 HILLMNS CD MDW GRDNS DIV NO 01 3347400705 POMEROY JACQUELINE LOT 23 HILLMANS LOT 23 BLK 3 HILLMNS CD MDW GRDNS DIV NO 01 3347400710 MARTIN ALLISON 11682 44TH AVE S LOT 24 BLK 3 HILLMNS CD MDW GRDNS DN NO 01 3347400715 POMEROY JACQUELINI LOT 25 LOT 25 BLK 3 HILLMNS CD MDW GRDNS DIV NO 01 3347400720 THOMPSON EARL D III LOT 26 LOT 26 BLK 3 HILLMNS CD MDW GRDNS DIV NO 01 3347400730 TRAN THUOC Q 11808 44TH PL S LOT 1 BLK 4 HILLMNS CD MDW GRDNS DIV NO 01 3347400735 ALBRECHT JEFF 11818 44TH PL S LOT 2.3 BLK 4 HILLMNS CD MDW GRDNS DIV NO 01 3347400745 SAXTON SHIRLEY A 11826 44TH PL S LOT 4.5 BLK 4 HILLMNS CD MDW GRDNS DIV NO OI 3347400755 SAXTON SHIRLEY A LC'' 6 HILLMANS LOT 6 BLK 4 HILLMNS CD MDW GRDNS DIV NO 01 3347400760 UNION TANK WORKS 1,11840 44TH PL S LOT 7.8 BLK 4 HILLMNS CD MDW GRDNS DIV NO 01 , 3347400770 WOYVODICH EDWARD LOT 9 LOT 9 BLK 4 HILLMNS CD MDW GRDNS DIV NO 01 3347400775 WOYVODICH EDWARD LOT 10 LOT 10 BLK 4 HILLMNS CD MDW GRDNS DIV NO 01 3347400780 WOYVODICH EDWARD LOT II LOT 11 BLK 4 HILLMNS CD MDW GRDNS DIV NO 01 3347400785 UNION TANK WORKS LOT 12.13 LOT 12.13 BLK 4 HILLMNS CD MDW GRDNS DIV NO 01 3347400790 OUICKSALL LARRY E 11870 44TH PL S LOT 13.15 BLK 4 HILLMNS CD MDW GRDNS DIV NO 01 3347400975 VAN VOORHEES NORM 11814 44TH AVE S LOT 1.2 BLK 5 HILLMNS CD MDW GRDNS DIV NO 01 3347400991 SEAVEY RUTH 11829 44TH PL S LOT 3.6 BLK 5 HILLMNS CD MDW GRDNS DIV NO 01 3347400992 TIBKE JON & NANCY 1 1826 44TH AVE S LOT 4.6 BLK 5 HILLMNS CD MDW•GRDNS DIV NO 01 3347401000 DOOLIN KATHY 1 1828 44TH AVE S LOT 6.7 BLK 5 HILLMNS CD MDW GRDNS DIV NO 01 3347401015 ANDERSON ALLEN 11836 44TH AVE S LOT 8.9 BLK 5 HILLMNS CD MDW GRDNS DIV NO 01 3347401025 GREEN SANDY 11846 44TH AVE S LOT 10.11 BLK 5 HILLMNS CD MDW GRDNS DIV NO 01 3347401060 FAGAN ROBERT & CAR 12012 44TH AVE S LOT 15.18 BLK 5 HILLMNS CD MDW GRDNS DIV NO 01 3347401065 MCPHERSON LOREN 12010 44TH AVE S LOT 15.19 BLK 5 HILLMNS CD MDW GRDNS DIV NO 01 3347401066 BATES GILBERT 12014 44TH AVE S LOT 15.18 BLK 5 HILLMNS CD MDW GRDNS DIV NO 01 3347401100 CASE DUANE 12028 44TH AVE S LOT 20.21 BLK 5 HILLMNS CD MDW GRDNS DIV NO 01 3347401110 CASE DUANE JR 12040 44TH AVE S LOT 22 BLK 5 HILLMNS CD MDW GRDNS DIV NO 01 3347401120 NASON STEVE & MARY 12044 44TH AVE S LOT 23.25 BLK 5 HILLMNS CD MDW GRDNS DIV NO 01 3347401130 MATHIAS ROBERT 12056 44TH AVE S LOT 26.27 BLK 5 HILLMNS CD MDW GRDNS DIV NO 01 3347401140 REED PAT 12064 44TH AVE S LOT 28.29 BLK 5 HILLMNS CD MDW GRDNS DIV NO 01 3347401165 MELLINGER JUDY 4402 S 122ND ST LOT 31.32 BLK 5 HILLMNS CD MDW GRDNS DIV NO 01 3347401170 SHAFLIK GREGG 4410 S 122ND ST LOT 33.34 BLK 5 HILLMNS CD MDW GRDNS DIV NO 01 3347401180 UNION TANK WORKS LOT 35.39 LOT 35.39 BLK 5 HILLMNS CD MDW GRDNS DIV NO 01 3347401205 CHAMPA ASSOCIATI01' LOT 40.41 LOT 40.41 BLK 5 HILLMNS CD MDW GRDNS DIV NO 01 3347401215 UNION TANK WORKS LOT 42-48 LOT 42.48 BLK 5 HILLMNS CD MDW GRDNS DIV NO 01 3347401250 UNION TANK WORKS LOT 49 LOT 49 BLK 5 HILLMNS CD MDW GRDNS DIV NO 01 3347401255 UNION TANK WORKS 12065 46TH PL S LOT 50.53 BLK 5 HILLMNS CD MDW GRDNS DIV NO 01 • 3347401275 UNION TANK WORKS 46TH AVE S LOT 54.56 BLK 5 HILLMNS CD MDW GRDNS DIV NO 01 3347401290 UNION TANK WORKS 12005 46TH AVE S LOT 57.60 BLK 5 HILLMNS CD MDW GRDNS DIV NO 01 3347401301 UNION TANK WORKS 12001 46TH AVE S LOT 59.60 BLK 5 HILLMNS CD MDW GRDNS DIV NO 01 3347401310 BRUNS JOHN H 11857 44TH PL S LOT 61.62 BLK 5 HILLMNS CD MDW GRDNS DIV NO 01 3347401315 BRUNS JOHN H 44TH PL S LOT 61.62 BLK 5 HILLMNS CD MDW GRDNS DIV NO 01 3347401320 DOVE JON 13 1 1841 44TH PL S LOT 63 BLK 5 HILLMNS CD MDW GRDNS DIV NO 0.1 3347401330 UNION TANK WORKS 12065 44TH PL S LOT POR BLK 6 HILLMNS CD MDW GRDNS DIV NO 01 3347401380 CASE DUANE M 12052 46TH AVE S LOT 11.12 BLK 6 HILLMNS CD MDW GRDNS DIV NO 01 3347401390 UNION TANK WORKS LOT 13.14 LOT 13.14 BLK 7 HILLMNS CD MDW GRDNS DIV NO 01 3347401400 RICKETTS CRAIG 4602 S 1 22ND ST LOT 15 BLK 6 HILLMNS CD MDW GRDNS DIV NO Ol 3347401405 RICKETTS CRAIG LO1 16 LOT 16 BLK 6 HILLMNS CD MDW GRDNS DIV NO 01 3347401415 NGUYEN CHUC 4620 S 122ND ST LOT 18.19 BLK 6 HILLMNS CD MDW GRDNS DIV NO 01 3347401420 BUI OUYEN VAN & BUI 4604 S 122ND ST LOT 17.18 BLK 6 HILLMNS CD MDW GRDNS DIV NO 01 3347401425 KAUFMAN BRET 4622 S 122ND ST LOT 20 BLK 6 HILLMNS CD MDW GRDNS DIV NO 01 3347401430 BECK L V & FRANCESC) 4702 S 1 22ND ST LOT 21.22 BLK 6 HILLMNS CD MDW GRDNS DIV NO 01 3347401440 JERDE GENE D 4708 S 1 22ND ST LOT 23.24 BLK 6 HILLMNS CD MDW GRDNS DIV NO 01 3347401455 PEIRANO MELVIN 4716 S 1 22ND ST LOT 25.26 BLK 7 HILLMNS CD MDW GRDNS DIV NO 01 3347401470 BICE MAXINE 4730 S I22ND ST LOT 29 BLK 6 HILLMNS CD MDW GRDNS DIV NO 01 1 • 1 11 :VaTIAIVA, • :•J , w ! • • • Return Address: CITY OF TUKWILA City Clerk's Department 6200 Southcenter Blvd, Tukwila, WA 98188 Grantees(s) Same Last Name Assessor's Property Tax Parcel /Account Number(s) (See attachment to Ordinance 111777) • DOCUMENT RECORDING COVER SHEET N ►y+ Document Title(s) (or transactions rontained herein): ORDINANCE 111777 N M Reference Number(s) of Documents assigned or released 97 -6 -5 Additional reference numbers on page of document(s) Grantor(s) CITY OF TUKWILA Last Name First Name Initials Additional names on page of•document(s) First Name Initials Additional names on page of documents(s) Legal: Description Allentown and Ryan Hill Sewer connection (abbreviated) Additional legal is on page of documents(s) tal -J U Ls iu ••• N N G7 O • ZiK REGISTERED AS PROVIDED BY LAW A CONST CONT GENERAL REGIST. # EXP. DATE CCO1 DOAKHI *092NZ 08/01/2003 EFFECTIVE DATE 08/09/1991 Si,ziature,�tr r — 2 Ct.! by rDEP.\RT 'vI. \!T OF `_;kBORAND INDUSTRIES 001' 310 RECEIVED CITY OF TUKWILA SEP - 26 2001 PERMIT CENTER �,,,o�•t {!a,: 'i�r��:•n'3`r. •:� ;�.:, � M : L � '• y�. o;:,• # }: '; ":;'•'::�:;i$:s;: vsfekv: t':,C +'.`: % <;''. � +x•� #:,:,_:c' • :�:•,' ... .• ..raw • { >:s r � : , zts : >��• tit 1 J .0 O ' W =. • W O: LL. Q; W ; • 2 Z F.; 'Z • W.LLJ; • . gyp; U. (0; ':uJ uJ` = UJ • )- - O • ui Z • Z {.. ....„..;::: ....:: •,... ••••••••••iiit• :-Ontactr iii:::: t 1. . ....:;:,:-.. , ... .•-:...:::• ....:::::..v:Rmw:::::?:1111::::::::::::::::::: „ •• • ..::::::,::::::::::::::....x.::::::...,......:,.....,.....,........... ... r...\ \I.) , (t4 7.‘ a ..) n I i 1 ,...,// - 0 1 -04 • eed to Enter Contractor Information in Sierra: 9O(oJ7J -8O CONNECTION NAILING. 1. Joist to sill or girder, toenail 3-8d 1 Bridging to joist, toenail each end 2 -8d 3_ 1" x 6" (25 mm x 152 mm) subfloor or less to each joist, face nail 2 -8d 4. Wider than 1" x 6" (25 mm x 152 mm) subfloor to each joist, face nail 3-8d 5. 2" (51 mm) subfloor to joist or girder, blind and face nail 2 -16d 6. Sole plate to joist or blocking, typical face nail I6d at 16" (406 mm) o.c. Sole plate to joist or blocking, at braced wail panels 3 -16d per 16" (406 mm) 7. Top plate to stud, end nail 2 -16d 8. Stud to sole plate : - 4-8d, toenail or 2 -16d, end mil 9. Double studs, face nail 16d at 24" (610 mm) ox. 10. Doubled top plates, typical face nail 16d at 16" (406 mm) o.c Double top plates, lap splice 8 -16d 11. Blocking between joists or rafters to top plate, toenail 3-8d 12 Rim joist to top plate, toenail 8d at 6" (152 mm) o.c 13_ Top plates, laps and intersections, face nail 2 -16d 14. Continuous header, two pieces .. 16d at 16" (406 mm) o.. along each edge 15. Ceiling joists to plate, toenail 16. OouHnuaue header t0 Ittud, toomil 17. Ceiling joists, laps over partitions, face nail 3-164 18. Ceiling joists to parallel rafters, face nail .. 3 -16d 19. Rafter to plate, toenail 3-8d 20. 1" (25 mm) brace to each stud and plate, face nail 2-4 21. 1" x 8" (25 min x 203 mm) sheathing or less to each bearing, face nail 2-84 - n... Wider than 1" x 8" (25 mm x 203 mm) sheathing to each bearing, face nail 3-8d 23_ Built -up comer studs 16d at 24" (610 nun) o.c. 24. Built -up girder and beams 20d at 32" (813 mm) o.c. at too and bottom and staggered 2 -20d at ends and at each splice 25. Y (51 mm) planks 2 -16d at each bearing 26_ Wood structural panels and particleboard : Subfloor and wail sheathing (to framing): • 1 /2 (127 mm) and less gd 4 or 6d5 19 } /4 " (15 mm -19 mm) 8d3 7/ " -1° (22 mm -25 mm) toe or 8d 1t /8 -1 (29 mm -32 mm) Combination subfloor- underlayment (to framing): 3 /4" (19 ram) and less 6ds 7 /8" -1" (22 mm -25 min) 8d 1 (29 mm -32 mm) 10d or 811 27. Panel siding (to framing) 6 1 / 2 " (123 mm) or less - 6c1 5 /8" (16 mm) 8d6 28. Fiberboard sheathing: No. 11 ' /z (127 mm) 6d4 No 16 gar 11 25/ (20 mm) N. 8 d No. 16 ga_ 29_ Interior paneling ,10 '/a (6.4 mm) 4410 3 /8" (95 mm) ABBREVIATIONS /GENERAL CONSTRUCTION A.B. ABV_ ALT BD_ f3LK'G BM CANT. GB. GDR G.J. GL GLR COM COMP GONG CONT ct D.B. DBL 12IAM E.E. ES_ E.W. F,C EXP EXT FIN F.G. F_J_ F.F.L. FO5 FP FTG GLB GL GR GYVE HD HDR HR HGT. H.L. HIM ABBREVIATIONS/ELECTRICAL/MECHANICAL/ LIGHTING ESM ESP U.G. E VH EBB L.P.O. VTO GFM ELECTRICAL/ MECHANICAL/ LIGHTING SYMBOLS ANCHOR BOLT ABOVE AL 1 ttLNATE BOARD BLOCKING BEAM CANTILEVER CARRIAGE BOLT CEDAR CE/LING JOIST CENTERLINE CLEAR COMMON COMPOSITION CONCRL I t CONTINUOUS PENNY DEADBOLT DOUBLE PIAMETER EACH END EACH SIDE EACH /NAY EXISTING EXPOSED EXTERIOR FINISH FIBERGLASS FLOOR JOIST FINISHED FLOOR UNE FACE OF STUD FIREPLACE FOOTING GLU -LAM BEAM GLASS /GLAZING GRADE GYPSUM YVALLBOARD HOEDOWN HEADER HANDRAIL HEIGHT HEAT LAMP HOT WATER FI FCTRIC SERVICE METER ELECTRIC SERVICE PANEL UNDERGROUND ELECTRIC WALL HEATER FI FGTRIG BASEBOARD LOCATE PER OWNER VENT TO OUTSIDE CUBIC FP_ET PER MINUTE SWITCH 3 WAY SWITCH DIMMER SWITCH TIMER SWITCH DUPLEX OUTLET HALF SYVITGH SPEC. APPLIANCE FLOOR OUTLET 220v OUTLET YVATERPRF OUTLET GFiC OUTLET ELEGTRic, PANEL Parml INCL. INT LAM UN MAX MB. MIN INC. NTS OA. O.G. G_H. OSB PB.O. PL P.T. PIN R RELOG REQZ? R45 R5. 5.C. 5HT 5H SKY SLDG 51 T T -09 T. B. TEL. TYP 1 UNFBN. U_N.O. V.B. V.G. YVD W.I. YELP_ C 5D IA SL HB. GAR._ FI FC•TRIG METER SMOKE DETECTOR EXHAUST FAN CABLE JACK DOORBFI 1 /CHIME PHONE JACK THERMOSTAT HEAT REGISTER ELEC. BASE BD INCLUDE INTERIOR LAMINATED LINEN MAXIMUM MACHINE BOLT MINIMUM INCLUDE NOT TO SCALE OVERALL ON CENTER OVERHANG ORIEN 1E11 STRAND BOARD PROVIDED BY OINNEZ PLATE PRESSURE TREATED PLYYVOOD RISER RELOCATE REQUIRED ROD AND SHELF ROUGH OPENING ROUGH SAWN SOLID CORE SHE I SHELF SKYI,GHT SLIDING SHEARWALL TREAD TIE DOY`N ( TONIEL BAR TOP PLATE TYPICAL TONGUE AND GROOVE UNFiNISHED UNLESS NOTED OTHERNISE VAPOR BARRIER VERTICAL GRAIN MOOD WROUGHT IRON WATER PROOF GROUND FAULT INTERRUPT CIRCUIT SMOKE DETECTOR WATER SERVICE UNE HOSE BiBB CLEAN OUT COLD AIR RETURN - Y QUI SURFACE LIGHT MALL MNT. LIGHT RECESSED LIGHT CHANDELIER FLUORESCENT TRACK LIGHT PULL CHAIN LIGHT GAS METER FLOOR DRAIN HOSE BBB TABLE 23- 11 -B -1 23- II -B -1— NAILING SCHEDULE 1997 UNIFORM BUILDING CODE 'Common or box nails may be used except where otherwise slated. 7 -Nails spaced at 6 inches (152 mm) on center at edges, 12 inches (305 mm) at intermediate supports except 6 inches (152 mm) at a1i supports where spans are 48 inches (1219 mm) or more. For nailing of wood structural panel and particleboard diat.:;ragms and shear walls. refer to Sections 231533 and 2315.4. Nails for wall sheathing may be common, box or casing. 'Common or deformed shank 4 Common. 5 Deformed shank 6 Corrosion- resistant siding or casing nails conforming to the requirements of Section 23043. 'Fasteners spaced 3 inches (76 mm) on center at exterior edges and 6 inches (152 mm) on center at intermediate supports 8 Corrasion- resistant roofing nails with 7 /16- inch - diameter (11 mm) had and 0 -inch (38 mm) length for tl2 -inch (127 mm) sheathing and I -inch (44 mm ) length for 25 /. -inch (20 mm) sheathing to the requirements of Section 23043. korrosion-r.istant staples with nominal 116-inch (11 mm) crown and 1 -inch (29 mm) length Cori/2-inch (I27 mm) sheathing and I'12 -indi (38 mm) length for 25 /3-2-inch (20 mm) sheathing conforming to the requirements of Section 23043. ..Panel supports at 16 inches (4` 4 mm) [20 inches (508 mm) if strength axis in the long direction of the panel, unless otherwise marked]. Casing or finish mils spaced 6 inches (152 mm) on panel edges, 12 inches (305 mm) at intermediate supports. "Panel supports at 24 inches (610 mm). Casing or finish nails spaced 6 inches (152 mm) on panel edges, I2 inches (305 mm) at intermediate supports. C H COPYRIGHT ©JAD IsTala PERMITCENTER UNAUTHORIZED REPRODUGTION OR USE 15 FROHIB!TED AND PROTECTED BY FEDERAL LAIN JAMES- ANDERSON DESIGN RE5 /DEJJ77AL ARCHITEG7URE ' 1 CITY OF SEP 2 6 2001 DATE SHEET GENERAL NOTES 1 CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS FOR COMPLIANCE WITH PLANS AND SPECIFICATIONS. SITE CONDITIONS INCLUDE, SOIL, TOPOGRAPHY, REQUIRED SE 1 EIACK5 AND IF APPLICABLE, THE DIMENSIONS OF EXISTING STRUCTURES AND THEIR STRUCTURAL AND MECHANICAL GOMPONENTS. THIS OFFICE SHALL BE NOTIFIED PRIOR TO CONSTRUCTION OF DISCREPANCIES, AMBIGUITIES OR OMISSIONS IN THE PLANS. 2. WRI I ! n'l DIMENSIONS TAKE FREGED OVER DRAWING SCALE, DETAILS TAKE FRECIEDENGE OVER PLAN AND ELEVATION VIEWS. 3. ALL WORKMANSHIP, MATERIALS AND INSTALLED PRODUCTS SHALL MEET OR EXCEED THE ACCEPTED INDUSTRY STANDARDS AND SHALL MEET OR EXCEED THE MINIMUM REQUIREMENTS OF THE UB.G., UP.G., U.M_G_, AND ALL APPLICABLE LOCAL CODES, WHICH SHALL TAKE PRECEDENCE OVER NOTES, SPECIFICATIONS AND DRANINGS_ 4. UNLESS A PROFESSIONAL SURVEY ACCOMPANIES THE FLANS, THE PLOT PLAN WAS DRAWN FROM GENERAL SITE LANDMARKS AND IS NOT TO SE CONSTRUED AS A PROFESSIONAL SURVEY_ THE CONTRACTOR SHALL TAKE FULL RESPONSIBILITY FOR MAINTAINING REQUIRED ZONING 5t I BACKS OR SHALL, AT HIS DISCRETION, REQUEST THE OWNER TO PROVIDE A PROFESSIONAL SURVEY TO DETERMINE SETBACKS AND /OR OTHER ZONING RESTRICTIONS. 5. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND INSPECTIONS AND SHALL NOTIFY THIS OFFICE, PRIOR TO CONSTRUCTION, OF ANY'REVISiONS OR ADDED REQUIREMENTS REQUESTED BY THE BUILDING OFFICIAL WITHIN HIS/HER JURISDICTION_ 6_ THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL'REQUIRE7 OPENINGS IN FLOORS, WALLS AND ROOF WITH PROPOSED MECHANICAL, PLUMBING AND FI FCTRICAL WORK. PREFABRICATED ITLT15 TO BE HANDLED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS_ T_ THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT: PROTECTED UNDER COMMON LAW, STATUTORY AND OTHER RESE VED RIGHTS, INCLUDING COPYRIGHT, REPRODUCTION OR USE OF THESE SERVICE DOCUMENTS BEYOND THE SCOPE OF THIS PROJECT I5 PROHIBITED WITHOUT PERMISSION IN YiRITING FROM THE ARCHITECT. GENERAL CONSTRUCTION NOTES A. SITE CONDITIONS AND SITE WORK 1. IF SOIL CONDITIONS ENCOUNTERED UPON EXCAVATION DIFFER FROM THE SOIL BEARING CAPACITY OUTLINED UNDER "DESIGN LOADS ", OR IF EXCESSIVE GROUND WATER 15 PRESENT, CONTACT THIS OFFICE BEFORE PROGEI7G„ ALL FOOTINGS SHALL EXTEND TO BELOW THE FROST LINE AND SHALL BEAR ON UNDISTURBED, NATIVE SOIL 2. DO NOT BAGKFILL UNTIL WALLS HAVE BEEN ADEQUATELY BRACED OR HAVE SEEN DESIGNED TO RESIST LATERAL EARTH PRESSURE. BAGKFILL MA I Ef1AL SHALL BE CLEAN, PERMEABLE AND FREE OF ORGANIC MATERIALS. B. CONCRETE 1_ CENTER ALL POST FOOTINGS UNLESS NOTED AND PROVIDE 1" PLINTHS AT SLABS OR S" PLINTHS AT EXPOSED EARTH (6" IF POST 15 PRESSURE TREATED). PROVIDE 6" MIN_ FROM SILL PLATES TO FINISHED GRADE. DAMP -PROOF BASEMENT FOUNDATION WALLS WITH 2 COATS ASPHALTIC EMULSION U.N.O. G. REINFORCING 1. INSTALL REINFORCING PER A.G.I. STANDARD PRACTICE. SPLICE CORNER AND CONTINUOUS BARS WITH A MIN_ OF 50 BAR DIAMETERS. MINIMUM EAR CONC. COVER: EXPOSURE fv WEATHER 2 ", TO EARTH 3 ". TO OTHER i "- 2. EMBED ANCHOR BOLTS A MINIMUM OF 7" U.N.O., PLACE WITHIN 12' OF ENDS. 3. NEW FOOTINGS SHALL NOT IMPOSE "UNDESEGNED" LOADS ON NEW OR EXISTING EASEMENT OR RETAINING WALLS. LUMBER AND FRAMING 1. FRAMING LUMBER: K.D. TO 19% MOISTURE CONTENT, GRADED PER STD. GRADING RULES PER 1^L :GLU$. OR W l^L_PA. AS APPLICABLE. GRADE AND SPECIES PER FRAMING PLANS, GENERAL NOTES AND "DESIGN LOAD CHART'. 2. SILL PLATES, DECK SUB - STRUCTURES, POSTS AND BEAMS EXPOSED TO WEATHER AND ANY WOOD IN CONTACT NTH GONGREIt SHALL BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE. COLUMNS AND POSTS SHALL BE FRAMED TO TRUE END SEARING WITH ADEQUATE ANCHORS AT TOP AND BOTTOM TO AVOID UPLIFT AND DISPLACEMENT. PROVIDE LATERAL SUPPORT FOR BEAMS, RAFTERS AND JOISTS PER USG 2306.7. PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS ARE INSTALLED. 3. PROVIDE A MINIMUM JOIST BEARING OF 1 1/2" ON 1^IOOD, 5" ON CONCRETE. rtI min 4. MULTI 2X BUILT-UP BEAMS SHALL BE SPIKED TOGETHER. UNLESS NOTED, USE 1Od NAILS 0 12" O_G. STAGGERED. 5. SOLID BLOCK W/ 2X 0 MIDPOINT OF STUDS OVER 10 FEET, BELOW BEARING PARTITIONS PERPENDICULAR ' TO JOISTS AND RAFTERS 0 SUPPORTS. b. WOOD ENTERING CONCRETE OR MASONRY SHALL HAVE 1/2" NET AIRSPACE AT TOP, SIDES AND END. 7. DOUBLE JOISTS UNDER PARALLEL BEARING PARTITIONS AND UNDER WINDOW CRIPPLES AT CANTILEVERED FLOOR SECTIONS. 5. FIRESTOP AND DRAFTSTOP TO GUT OFF ALL CONCEALED HORIZONTAL AND VERTICAL OPENINGS BETWEEN FLOORS, FLOOR TO ATTIC, AT 10' INTERVALS HORIZONTAL BEHIND WALL FURRING, AT TOP, BOTTOM AND SIDES OF STAIRS. 9. GLU -LAM BEAMS SHALL BEAR AI T.G. INSPECTION STAMP AND SHALL BE "ARCHITECTURAL APPEARANCE" GRADE WHERE EXPOSED TO VIEW. E. METAL CONNECTORS 1_ ALL METAL CONNECTORS SHALL BE °SIMPSON OR AN APPROVED EQUIV. 2. FRAME NAILING SHALL COMPLY WITH USG TABLE -11- 13-1 UNLESS NOTED OTHERWISE 014 FRAMING PLANS OR ON SHEARWALL. SCHEDULE. ALL NAILS SHALL BE COMMON WIRE NAILS. 3. USE GUT WASHERS AT BOLTED CONNECTIONS. CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED OR HAVE APPROVED COATING. ROOFING SHALL BE FASTENED WITH CORROSION - RESISTANT FASTENERS. F. PLYWOOD AND DIAPHRAGM NAILING 1. ALL MLfWOOD FOR STRUCTURAL USES SHALL CONFORM AND BEAR A GRADING STAMP OF THE AMERICAN PLYWOOD ASSOCIATION(APA) AND NAIL PER UBG TABLE 23- 11-"55 -1 LINO. 2. PROVIDE DIAPHRAGM SHEATHING AND NAIUNG AS FOI 1 OV'L5 UNLESS NOTED 014 PLANS_ FLOOR SHEATHING SHALL BE T46 3/4" G- 0- EXT -APA PLYWOOD WITH EXT_ GLUE, FN. 32/16, 61_1JE TO JOISTS AND NAIL WITH 1Od 0 6° O/C EDGES, 1Od 10° 0/C FIELD. ROOF SHEATHING SHALL BE 15/52 G -D-INT -AAA PLYWOOD NTH EXTERIOR GLUE, Pi. 24/0, NAIL Sd 0 6" 0/G EDGES, Sd 0 12 0/G FIELD G. VENTILATION AND ACC 1. VENTILATE CRAWL SPACES AND OVERHANGING FLOORS WITH SCREENED OPENINGS NOT LESS THAN 1 SG. FT_(NET FREE) FOR EACH 150 SG. FT. OF UNDER FLOOR AREA. DISTRIBUTE OPENINGS APPROXIMATELY EQUAL ALONG THE LENGTH OF AT LEAST TWO OPPOSITE SIDES AND COVER KITH 1/4' CORROSION RESISTANT MIRE MESH AT CRAWL SPACE OPENINGS. 2. VENTILATE ATTIC SPACES WITH CROSS VENTILATION EQUAL TO 1 /15OTH OF THE ATTIC AREA(NET FREE), EXCEPT THE AREA MAY BE 1 /300TH, PROVIDED AT LEAST 50% OF THE REQUIRED VENT AREA 6 3 FT_ ABOVE EAVES WITH 50% OF THE REQUIRED VENT AREA IN THE EAVES. 3_ PROVIDE AN ACCESSIBLE ATTIC ACCESS PANEL, 22 X 30 MINIMUM WITH A CLEAR HEIGHT OF 30", INSULATE AND WEATHER- STRIP_ 4. PROVIDE 15" X 24" CRAWL SPACE ACCESS TO UNDER FLOOR AREAS_ H. SAFETY GLAZING 1. TEMPERED SAFETY GLASS SHALL BE INSTALLED IN HAZARDOUS LOCATIONS, INCLUDING AREAS THAT ARE SUBJECT TO HUMAN IMPACT, GLAZNG IN DOOR5. GLAZING WITHIN A 24" ARC OF CLOSED DOOR, GLAZED AREAS > 5Q. FT. WHEN LESS THAN 15" ABOVE FLOOR OR WALK:4G SURFACE AD AS DESCRIBED IN UB.G. 2406_ SAFETY GLAZING 15 REQUIRED TO BE PERMANENTLY MARKED I"IZ UBG 2405.2. I. ELECTRICAL 1. ELECTRICAL CONTRACTOR SHALL EVALUATE AND DE 1 ERMINE ADEQUACY OF EXISTING AND PROPOSED ELECTRICAL SERVICE AND PROVIDE REQUIRED CIRCUITS AND AMPERAGE PER N.E.G_, STATE AND LOCAL ENERGY COD AND MANUFACTURER'S SPFCIFIGATIONS FOR PROPOSED PRODUCTS, APPLIANCES AND EQUIPMENT_ SEPARATE PERMIT REQUIRED. J. MECHANICAL 1. WARM AIR FURNACE OR GA5 HEN. SHALL NOT BE INSTALLED UNDER STAIRS AND SHALL HAVE PROPER VENTS AND DIRECT OUTSIDE COMBUSTION AIR_ 2. GAS APPLIANCES IN GARAGE SHALL BE ON A 18" HIGH PLATFORM. 3. AIR DUCTS PENETRATING GARAGE TO HOUSE SEPARATION SHALL BE 25 GAUGE MINIMUM OR SHALL HAVE APPROVED DAMPERS. 4_ DUCTING SHALL MEET U.M.C. STANDARDS AND SYSTEMS ARE TO BE BALANCED. CONTRACTOR SHALL PROVIDE MECHANICAL DUCTING DIAGRAMS /SHOP DRAWINGS, EQUIPMENT SIZING, HEAT L055 CALCULATIONS AND MANUFACTURER'S DATA ON EQUIPMENT EFFICIENCY FOR ARCHITECTS REVIEW 5. BATHROOMS, LAUNDRY ROOMS, KITCHENS AND SPA ROOMS SHALL HAVE MECHANICAL EXHAUST N RIGID DUCTING TO EXTERIOR, WITH A BACKDRAFT DAMPER, CAPABLE OF 5 AIR CHANGES PER HOUR_ SEE ENERGY AND INDOOR AIR QUALITY NOTES FOR FAN VOLUME AND SONE RATING. SEPARATE PERMIT REQUIRED. VENTS PER U.P.G. 2. HOT WATER TANKS SHALL BE SIZED BY INDUSTRY STANDARDS FOR PROPOSED USE AND BE LABELED NAECA APPROVED. 3. FLOW RATES TO COMPLY WITH WAG 51 -45 SECTION 402.0 TOILETS: 1.5 GPF(MAX), SHOWERS: 25 GPM(MAX), LAVATORIES /FAUCET: 23 GPM(MAX). 3. PROVIDE SEISMIC STRAPS AND PRESSURE RELIEF VALVES(PLUMBED TO OUTSIDE) AT HOT WATER TANKS. SEPARATE PERMIT REQUIRED. L. MOISTURE CONTROL 1. SHOWERS SHALL HAVE AN APPROVED HARD, SMOOTH AND WATER RESISTANT SURFACE TO A HEIGHT OF 10" ABOVE DRAIN INLET. 2. PROVIDE WATERPROOF BOARD OR GLASS MESH MORTAR UNITS BEHIND TILE AT SHOWIER SURROUNDS. TILE SHOWERS WITH A.SITE -BUILT PAN SHALL BE FILLED AND LEAK TESTED FOR 12 HOURS. PROVIDE MILDEW RESISTANT CAULK AT ALL TILE ACCESSORIES. M. BATH SAFETY 1. HINGED' SHOWER' DOORS SHALL OPEN OUTWARD AND ENCLOSURES SHALL BE FULLY TEMPERED OR LAMINATED SAFETY GLASS, MINIMUM THICKNESS = 1/5 TEMPERED, 1/4" LAMINA I t41 AND MEET UB.G. STANDARDS. 2. FLOOR TILES AT SHOWERS AND NET AREAS SHALL BE SKID- RESISTANT_ 3. PROVIDE SECURE BLOCKING FOR ALL GRAS BARS PER PLAN, CAPABLE OF SUPPORTING A 500*P IMPACT LOAD. N. TRUSSES 1. PRE - FABRICATED TRUSSES. SHALL BE D 5Y A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER AND IN ACCORDANCE WITH THE PLAN REQUIREMENTS. SUBMIT COMPLETE SHOP DRAWINGS WITH ENGINEERS SEAL FOR APPROVAL PRIOR TO FABRICATION. TRUSSES MUST BE STAMPED BY AN APPROVED MANUFACTURER. OR BY A QUALITY CONTROL AGENCY SUCH AS WASHINGTON WOOD TRUSS FABRICATORS COUNCIL. 2 CONTRACTOR SHALL VERIFY EXACT SPANS PRIOR TO FABRICATION.. 3. APPROVED HANGERS MUST BE USED AT ALL CONNECTIONS OF RAFTERS, JACKS, OR HIP TRUSSES TO A MAIN GIRDER TRUSS. NON- BEARING PARTITIONS BELOW TRUSSES SHALL BE SEPARA 1 EL) FROM TRUSS WITH SIMPSON STG FASTENERS. 4. TRUSSES SHALL BE HANDLED AND INSTAL 1 FD N ACCORDANCE NIT- MANUFACTURERS SPECIFICATIONS. O. SKYLIGHTS 1.' GLAZING SHALL BE INSULATED, 7E.4PEREED GLA55(TOP), LAMINATED GLASS(BOTTOM) AND 7/32 THICK MINIMUM. 2 ' PROVIDE A MINIMUM 4" CURB, FLASHED AND COUNTER FLASHED AT TOP AND BOTTOM AND STEP FLASH SIDES_ THE UNIT SHALL HAVE. A GOL:;7ENSATION GUTTER AT THE LOWER END. INSTALL' PER MANUFACTURERS INSTRUCTIONS, FINISH AND FLARE YELL TO GFl__ING PER PLANS. P. EMERGENCY EGRESS 1. EVERY SLEEPING ROOT -' AND BASEMENT SHALL HAVE AN EXIT DOOR TO THE EXTE.1 0R OR A MINIMUM OF ONE WINDOW WHICH MEETS THE FOLLOWING REQUIREMENTS: MAXIMUM' SILL HEIGHT OF 44 ", NET CLEAR OPENING AREA OF 5.7 50. FT., MINIMUM CLEAR HEIGHT OF 24 ", MINIMUM CLEAR WIDTH OF 20" AND SHALL BE OPERABLE FORM THE INSIDE WITHOUT SPECIAL TOOLS OR KNOWLEDGE,. a -- - SMOKE DETECTORS 1. SMOKE DE I tCTORS SHALL BE PROVIDED IN EACH 51 FFPING ROOM AND SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS, MOJN Et1J ON THE CEILING OR WALL CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO EACH SEPARATE. SLEEPING AREA. IN STRUCTURES WITH MORE THAN ONE STORY OR WITH A BASEMENT, A SMOKE DETECTOR SHALL BE INSTALLED ON EACH STORY AND IN THE BASEMENT. IN SPLIT LEVEL STRUCTURES, PROVIDE SMOKE DETECTORS ON UPPER LEVEL, UNLESS SLEEPING ROOMS ARE LOCA■W ON LOWEJR LEVEL, THEN SMOKE DETECTORS ARE REQUIREl7 ON BOTH LEVELS. ALL SMOKE DETECTORS SHALL BE AUDIBLE IN SLEEPING ROOMS. 2. SMOKE DE I SGTOR IN NEW CONSTRUCTION SHALL BE DIRECT WIRED TO BUILDING POWER WITHOUT A DISCONNECT SWITCH OTHER THAN FOR CVIRCURRENT FROTEGTION AND MUST,HAVE BATTERY BACK -UP. ALL OTHERS MAY BE BATTERY OPERATED. R. SECURITY 1. PROVIDE SECURITY AT ENTRANCE AND GARAGE DOORS WITH A MINIMUM 1/2" THROW DEAD BOLT WITH LOCKS OPERABLE WITHOUT SPECIAL KNOWLEDGE OR TOOLS. 2. PROVIDE OBSERVATION PORT 5 54"-66" OFF FLOOR AT UNGLAZED ENTRY DOORS_ 3. PROVIDE SECURITY FOR WINDOWS < 10' FROM FINISHED GRADE. 5. GARAGE SEPERATION 1. GARAGE/DWELLING SEPERATION SHALL CONSIST OF FIRETAPED 5/5" GINS, TYPE "X" APPLIED TO ALL GARAGE SURFACES ADJOINING DWELLINGS LIVING,' ATTIC AND CRAWL SPACES U.N.O. 2. GARAGE CEILING WITH LIVING SPACE ABOVE USING 130 OR = SHALL USE 2 LAYERS 1/2" 61N13 TYPE "X ". 3. STRUCTURAL SUPPORTS FOR DWELLING SPACES, WHEN IN THE GARAGE SHALL ALSO BE WRAPPED( INCLUDING WALLS, POSTS, BEAMS AND JOISTS IF SUPPORTING FLOOR ABOVE. 4_ AIR DUCTS PENETRATING THE SEPERATION SHALL BE 26 GAUGE OR HAVE AN APPROVED DAMPER. 5. DOORS FROM GARAGE - ro DWELLING SHALL BE 1- 3/5" SOLID CORE, TIGHT FITTING AND SELF - CLOSING.] T. STAIRS AND GUARDRAILS 1. PROVIDE A STAIRWAY WIDTH OF 36" MINIMUM, RISER HEIGHT OF S" MAXIMUM, MINIMUM TREAD LENGTH OF 5" AND A 3/5" MAXIMUM VARIATION. .a 2. STAIRWAYS < 44" IN WIDTH MAY HAVE ONE HANDRAIL UNLESS BOTH SIDES ARE OPEN. 3. HANDRAILS SHALL BE PLACED 34" TO 35" OFF NOSING AND SPACED 1 -1/2" MINIMUM OFF WALL WITH A 1 -1/2" TO 2" DIAMETER, SMOOTH GRASP AND A NEWEL OR RETURN AT ENDS. 4. PROVIDE 6-5" MINIMUM CLEAR HEADROOM ABOVE STAIR NOSING. 5. PROVIDE GUARDRAILS FOR AREAS 30" ABOVE GRADE OR ADJACENT FLOORS, WITH A MINIMUM HEIGHT OF 56" AND INTERMEDIATE BALUSTERS CR RAILS SPACED 50 THAT A 4" SPHERE CANNOT PASS THROUGH. 6. ENCLOSED USABLE SPACE UNDER STAIRS SHALL HAVE 5/5 GWB, TYPE "X" FIRETAPED ON WALLS AND SOFFITS. PROVIDE FIREBLOGKING IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT TOP AND BOTTOM OF RUN AND BETWEEN STUDS ALONG AND IN LINE WITH RUN OF STAIRS, IF THE WALL UNDER THE STAIRS ARE UNFINISHED. U. SOLID FUEL FACTORY BUILT FIREPLACES, STOVES AND INSERTS 1. UNITS SHALL BEAR THE STAMP OF AN APPROVED TESTING LAB AND SHALL BE INSTALLED IN ACCORDANCE WITH THE TERMS OF THEIR LISTING AND THE MANUFACTURERS INSTRUCTIONS_ 2 UNITS SHALL HAVE TIGHT - FITTING GLASS DOORS, READILY AC-GE551BLE DAMPER CONTROL, OUTSIDE COMBUSTION FOR AIR AT FRONT OF FIRE BOX AND A 3/5" THICK (MIN) NON - COMBUSTIBLE HEARTH EXTENSION WHICH 15 READILY DISTINGUISHABLE FROM SURROUNDING FLOOR. HEARTH EXTENSIONS PER V. 6 BELOW. 3. PROVIDE CHIMNEY CLEARANCES AND 5IZE PER U.M.G. AND W.AB.0. STANDARDS FOR INSTALLATION OF SOLID FUEL BURNING APPLIANCES. 4. PROVIDE SEISMIC ANCHORAGE FOR METAL FIREPLACE CHIMNEYS. CHIMNEYS TO BE ANCHORED AT EACH JOIST WITH (2) 1/2" X 1 /5" METAL STRAPS LOOPED AROUND THE OUTSIDE OF THE CHIMNEY AND INSTALLED AND NAILED WITH (6) Sd NAILS PER STRAP TO ROOF OR CEILING FRAMING. V. MASONRY FIREPLACES AND CHIMNEYS 1. - CHIMNEY SHALL NOT SUPPORT ANY STRUCTURAL WEIGHT OTHER THAN ITS OWN UNLESS 50 DESIGNED. 2. PROVIDE ACCESSIBLE DAMPER CONTROL AND OUTSIDE COMBUSTION AR. 3. MAXIMUM TEMPERATURES, FLUE LINING, FLUE SIZING, TERMINATION- HEIGHT AND CLEARANCES TO COMBUSTIBLES SHALL COMPLY WITH USG TABLE', 31-5 AND 31=A_ 4_ SE 1SMIC ANCHORAGE SHALL BE PROVIDED FOR MASONRY CHIMNEYS AT EXTERIOR WALLS PER USG.. 31024.3. 5. CLEARANCE TO COMBUSTIBLE MATERIAL: 2" FROM FIREPLACE SMOKE CHAMBER AND CHIMNEY WALLS, 5" FROM FIREPLACE OPENING AND COMBUSTIBLE MATERIAL WITH 12" OF OPENING SHALL NOT PROJECT MORE THAN 1/5" PR INCH OF CLEARANCE FROM OPENING. 6_ HEARTH EXTENSION SHALL BE 4" MINIMUM THICK NON- COMBUSTIBLE MATERIAL. HEARTH EXTENSIONS SHALL EXTEND 16" FORM THE FRONT OF AND 5" BEYOND THE 510E5 OF THE FIREPLACE OPENING. IF THE OPENING 15 GREAIttt THAN 6 50_ FT_, THE HEARTH EXTENSION SHALL EXTEND 20' IN FRONT OF AND 12" BEYOND THE SIDES OF THE OPENING. HEARTH EXTENSIONS SHALL BE READILY DISTINGUISHABLE FROM SURROUNDING FLOOR. W. ENERGY NOTES PER 1997 WSEC 1_ EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WADS AND ROOF, AND BETWEEN WALL PANELS; OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, ROOF AND FLOORS; AND OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE, INCLUDING ACCESS PANELS INTO UNHEATED SPACES, SHALL BE SEALED, CAULKED, GASKETED OR WEATHER- STRIPPED TO LIMIT AIR LEAKAGE. WEATHERSTRIP EXTERIOR DOORS AND DOORS ADJOINING UNHEATED SPACES. EXTERIOR OPENINGS EXPOSED TO WEATHER SHALL BE FLASHED IN SUCH A MANNER AS TO MAKE THEM WEATHERPROOF. ALL FLASHING, COUNTER-FLASHING AND COPING, WHEN OF - METAL, SHALL BE NOT < 26 GA CORROSION RESISTANT METAL. 2. PROVIDE VAPOR BARRIERS AT HEATED SIDE OF INSULATED ASSEMBLIES EXCEPT AT INSULATED WALLS WITH W.P. WALL BOARD AND AT SHOWER CEILINGS. 3. PROVIDE 6 MIL, BLACK, POLYETHYLENE GROUND COVER AT CRAWL SPACES. LAP 12" MINIMUM AND LAP UP FOUNDATION WALLS TO A HEIGHT OF ADJACENT EXTERIOR GRADE 4. INSULATE FLOORS, MALLS AND ROOF PER PLAN. 5. FACED INSULATION TO BE FACE STAPLED. b. INSULATE HOT AIR DUCTS IN NON - HEATED SPACES PER TABLE 4 -16 (R -4). I. INSULATE 24" OF PERIMETER OF SLABS AT HEATED ROOMS WITH R -10 RIGID INSULATION. S. INSULATE HOT WATER PIPES PER TABLE 4 -17. 9. PROVIDE 2.5 G.P.M. FLOW RESTRICTORS AT SHOWERS. 10. WATER HEATERS SHALL MEET 1987 NAECA. 11. ELECTRIC NW TANKS IN NON - HEATED SPACES SHALL BE PLACED 014 A NON - COMPRESSIBLE SURFACE AND THE FLOOR INSULATED TO R -10. - 12 HVAC EQUIPMENT SHALL BE SIZED TO A MINIMUM OF 100% AND MAXIMUM OF 150% OF THE DESIGN LOAD (UNO). INSTALLING CONTRACTOR SHALL PROVIDE SIZING AND HEAT LOS5 GALLS. 13. RECESSED LIGHTING SHALL BE TYPE 1G OR NON 1C INSIDE AIR -TIGHT ASSEMBLY (1/2" GINS BOX). 14. EXTEND WIND BAFFLES TO A POINT 12" VERTICALLY ABOVE THE TOP OF INSULATION. r X. VENTILATION AND INDOOR AIR QUALITY PER VIAQ 1. INTEGRATED WHOLE HOUSE VENT SYSTEM FOR THE INTERMI 1 tNTLY OPERATED INTEGRAL SIJ FORGED AIR HEATING SYSTEM. A. SOURCE SFELIFIC VENTILATION REQUIREMENTS 1. EXHAUST FAN REQUIREMENTS: BATHROOMS, LAUNDRIES AND POWDER ROOMS SHALL HAVE MINIMUM 50 GFM 3 .25 N.G. KITCHENS SHALL HAVE MINIMUM 100 GFM 0 25 W.6. RANGE HOOD FANS. 2. EXHAUST DUCT REQUIREMENTS: DUCTS TO 65 INSULATED TO R-4 IN UNCONDITIONED SPACES, BE 50515PEL' WITH A SACKDRAFT DAMPER, TERMINATE OUTSIDE THE BUILDING ENVELOPE AND COMPLY WITH TABLE 3.3 VIAQ CODE. DESIGN LOADS CONCRETE REINFORCING STEEL AS A - 615 GRADE 40 FRAMING LUMBER (UNLESS OTHERWISE NOTED ON FLA PLATES AND SILLS GONG) STUDS JOISTS AND RAFTERS POSTS AND HEADERS BEAMS GLU -LAM BEAMS (SIMPLE 55414) GLU -LAM BEAMS(CANTILEVER) DECK JOISTS DECK BEAMS .1AM €S- ANDERSON DESIGN RESIDENTIAL ARCHITECTURE 160 PAN) A NOTE: IT 15 RECOMMENDED B • - • TY TO INSTALL A CENTRALLY LOCATED WHOLE HOUSE EXHAUST FAN WITH A MAXIMUM SONE RATING OF 15 AND SIZED ACCORDING TO TABLE 3 -2 VIAQ AND CONNECTED TO THE AUTOMATIC CONTROL TIMER. 71415 WILL FACILITATE FRESH AIR DISTRIBUTION AND REDUCE THE POSSIBILITY OF MOISTURE LADEN AIR BENG DRIVEN INTO THE BUILDING_ INTERIOR DOORS SHOULD BE UNDERCUT 1/2" ABOVE THE FINISHED FLOOR. fLA 1.3 A CODES - UNIFORM BUILDING CODE 1991 EDITION S AMENDMENTS WITH SEATTLE BUILDING CODE AMENDMENTS, IF APPLICABLE 1991 WASHINGTON STATE ENERGY CODE MAC 51 -11 LIVE LOADS FLOOR: 40 PSF, ROOF: 25 PSF, ATTIC: 15 PSF, STAIRS: 100 555 DECKS: 40 P55, BALCONIES 60 PSF_GUARDRAILS: 20 PLF AT TOP OF RAIL SEISMIC ZONE: 3. BASIC WIND SPEED: 50 MPH, EXPOSURE 5 (5140) SOIL BEARING GAPAGITY ASSUMED AT 2000 PSF (U140) IN PLANS OR A SOILS REPORT BY A QUALIFIED SOILS ENGINEER. EARTH PRESSURE ASSUMED AT 60 PGF EQUIVALENT FLUID PRESSURE FOR BASEMENT WALLS AND 30 PGF FOR CANTILEVER RETAINING WALLS_ MINIMUM COMPRESSIVE STRENGTH: 2500 P51 AT 25 DAYS (UNO). 5 1/2 SACK CEMENT PER CU/YD, MAX 6 GAL. WATER PER SACK. MAXIMUM SLUMP 4 ", MAXIMUM AGGREGATE SIZE 1 -1/2" RETAINING WALL: 2500 P51 AT 25 DAYS, 5 1/2 SACK CEMENT PER CU/YD. r EXTERIOR WALKS AND SLABS TO BE A�Fil N�4� ' (5%). HE 02 OR BTR(PT HF "STUD GRADE" - HF #2 DE 0 2 DE #1 24F -V3 24F-V5 P.T. HE 112 P.T. HF 11 1 METAL CONNECTORS "51MP50N" BRAND OR AN IGB0 EQUIVALENT SEP 26 2001 MASONRY PERMIT CENTER MORTAR: TYPE 5, 1 PG, 1/2 LIME PUTTY, 4 SAND. STEEL: GR. 40 GAMY ANDERSON • REGISTERED ARCHITECT 330 DAYTON ST. .6 • 51714014175, FAX WA 78020 T6 -6766 i TI6 - 5166 5HONE 7X ea DEC 1 �� s \EJ) CITY RECEIVE DATE �' 1 Q SHEET • STRAP NAILING HOEDOWN STUD ANCHORAGE HOLDOWN ANCHOR BOLTS NOTES .iJRIZONTAL .. -.. 1- ...... d--� �,z - Ij -r- ................. 6 may .) I-r � - %+ z� Z• I-'1I›ET7 � _z -z) _ -- (, ---- A- , ,„,_,,,,,,.... , , H 7 l Vim', .2-1 1 to -16 j 12r pp2L ,sf 1- LOCATE HOEDOWN AT EACH END OF SHEARWALL 3- EXTEND FDN DOWN AS REQ'D TO 2- CRIPPLE WALL CONSTRUCTION SAME AS ABOVE RECEIVE HOEDOWN A.B. EMBEDMENT 4- THREADED ROD AND COUPLER AS REQ`D SHE,RWALL SCHEDULE- STUD FRAMING MARK SHEATHING ON 2X HF U.N.O. NAILING EDGES BLK'D U.N.O. NAILING FIELD 5HEAR FLOW NAILING BASE PLATE RIM JO15T SILL PLATE ANCHORS I -`7 -7 /1 (. II 0'-r)/ 1‘ FW ' To n 6?c1- C Z I OC- 0 •wIdTs p 11 . 4 12 } u I & �. G mot- , ��S �I >o U { - „ 1Z x l'' 1 a { lJ Y`, - 1 II ! I ' Icy./ e2 9- €J G I7 I Lo cl ei Ca . "FG, -i b" � vl -7 lzll`+w G; c- e 6 I..e�. i �� _) A C r 1 - 2. 11 e7 e � JII 1sci c 1 2, I o 4 i , ? o ,r-c__, +Y 1S73Z `g�� • $ .4Lj� - - -).� -6jOI' 2U • ,SF-63 Gj \W /1_II ''''-e I� /�fG „' &4 4iI 11 GIZ , 1 lz 1 b" 1 i_1 Lr - 14 - ( N1AX PRA- i - 1 - 4 J — 7v fr3 o7' .. /D+C ( St,ri-b ON 9rAce C ,C- 5/4 oveI2 1 I Ape r oro vo.21 A.e;1 V 'rO ii r. r a h , - 6J LI p <2 or p 3t0 FLOOR TIES/ HOLDOWNS SIMPSON U.N.O. 1 b� JAMES - ANDERSON DE51GN RGy /DENIAL AROHITECTURE W 1!NI G ,1,2_1.&01 iat��D IOIJ �6 ' W CATHY ANDERSON • REGISTERED ARCHITECT 330 DAYTON ST..6 • EDMONDS, WP, 98020 T16 -6766 PHONE FAX T 16 -6766 CITY RECEIVED SEP 2 6 2001 PERMIT CENTER COPYRIGHT ©JAD lEW / QY UNAUTHORIZED REPRODUCTION OR USE IS FROHISITED AND PROTECTED BY FEDER{L. LAW SHEET c' Co'6 J sWe/ MOVe - t 1 17o 0, Gaul 0 tc¢. v"44, ASA:e46. >� r ye.., g 4 '' t { ‘ A pt X ►+ 5, 0 v 9r I r J w-4 T-. ' -o" I -4 7 d ;�t14E. QF t Atove.� ----..-..... /- 1 GoN + la44 P 4'-r,64, r - I ° ‘1h ¢ ?) I t nderstand that the Plan Check approvals are subject to errors and omissions and approval of plants does not authorize the violation of any adopted Bode or ordinance. Receipt of con- tractors copy of approved plans acknowledged. By Date Z Permit No. V OJ JD FILE COPY S1=PARATE PERMIT REQUIRED FOR: MECHANICAL IE/ELEC T RICAL 'PLU IBING ['GAS CITY OF TUKWILA BUILDING DIVISION RECEIVED CITY OF TUKWILA PERMIT CENTER DATE 'REVISION Na, I 061-Am a _f K _ �. p - I NI C > _ a— , �d • ; x I2t- i I OA x I I A- , I / I 1 I - — \ i , 7.445 plate. ° [ _ ( 4./I�vp1 I 1 NAIL izOof Cbl44.1 4 exi84 era ' k7" FtW7 Ii leo -o or RECEIVED CITY OF TUKWILA PERMIT CENTER ; — `' riin- 4 e' M1 J r , _ , _ i . i (4) , aft • }1rS r -ao 1 • 111111, �tld O , i _ 1 __ _. IOW � IL . .. -- - .. - o Q - . Q- { CY O 1-144.111r. -rr_ --- , d R a..... gde; year 4- xe--W“- _., /4)(4-WI-e-- conirimacu a _f K _ �. p - I NI C > _ a— , �d • ; x I2t- i I OA x I I A- , I / I 1 I - — \ i , 7.445 plate. ° [ _ ( 4./I�vp1 I 1 NAIL izOof Cbl44.1 4 exi84 era ' k7" FtW7 Ii leo -o or RECEIVED CITY OF TUKWILA PERMIT CENTER 4 •. M1 J r , _ , _ i . i }1rS r -ao 1 NAIL izOof Cbl44.1 4 exi84 era ' k7" FtW7 Ii leo -o or RECEIVED CITY OF TUKWILA PERMIT CENTER GROUP R OGGUPANY PROPOSED UA „ " PROPOSED ASSEMBLIES "U" AREA. component Footage FLOORS (R -19) 041 Double AAMA tested FLAT CEILINGS W/ ATTIC (R -3O) 036 ..031 230.0 FLAT CEILINGS W/ ATTIC, (R -36) 5lidtng 4 Swinging , SCISSOR TRUSS 4/12 PITCH (R -30) .043 5/12 PiTGH (R -30) .034 4/12 PITCH (R -38) .040 B. Opaque Door 5/12 PITCH (R -36) 055 26.22 GEIUNGS VAULTED (24" OC) 2 X 12 VENTED (R -30) .033 Wood 1 3/4 5G .330 GLAZING 516 230 118. 2 X4 WALLS STANDARD (R-1$) LAPPED WOOD .390 116 14.6 2 X 4 WALLS STANDARD (R -1$ ) T1 -11 . 0 32 Insul. metal w/713 1446 DOORS - Ip , "°2O cAoin 37 10.12 I ON GRADE (R -10) RIGiD W/ 1B .142 SLAB 2.0 ft. BELOW GRADE INTERIOR WALL (R -1F) SLAB (R -10) W/ TB F. R-3o ft. BELOW GRADE INTERIOR WALL (R -11) 1.66 3.5 SLAB (R -10) W/ TB F. 112.42.4: 12.42. r Insulation 1.0 ft..BELOW GRADE INTERIOR WALL (R -11 ) .050 1.43 SLAB (R -10) W/ TB F= .420 R -11, wood studs .082 afli'fv/"•4- Tn t•Al - - - 3i Building Component Description U or F Value Heat Loss Factor component Footage Heat Toss in B1UH A. Wlndow,5411te Double AAMA tested .51b 2314. 230.0 5459.25 5lidtng 4 Swinging Double AAMA tested .375 17.25 Glass Door B. Opaque Door Wood 1 3/4 w /panels .510 26.22 Wood 1 3/4 5G .330 15.18 iNood 1 3/8 5G .390 17.94 11.8 31844 Insul. metal w/713 .190 8.74 '20.0 114.80 !nsul. metal w1T8 .142 6.53 G. Roof /Ceiling R-3o .036 1.66 I, p 112.42.4: 12.42. r Insulation R -3S .031 1.43 D. Wail Insulation R -11, wood studs .082 3.T1 178.0 6 11.42 above # below grade R - wood studs .033 4,05 1643.0 6650.86 R- 21,wood studs .057 2.62 E. Floor Over Unheated R -19 .041 1.59 950.0 1791: 0 space Insulation R -30 .029 1.33 F. Slab On Grade Floor R -10 .540 24.64 Perimeter Insulation 6. Basement Floor None .032 1.47 H. Infiltration Post 1980 .018x.6 AGH 050 12704.0 6352.00 Design Heating Load 2314¢.9 DHL- (heated floor area) 1605 14.33 Minimum Required Equipment Size = DHL x 1.0 .t3,144 EIVED Maximum Required Equipment Size = DHt, .lEF V VILA Proposed Equipment Size (Output) „ 4598339 25000.00 --5 f_.0.q-i -- \41-101-4 I 11 =- I, v pAiPt Y�ti�tt�QY� SGHeDULE size TYPE 4 /OX/O 51dg 2/0X2/0 Fixed 4.00 050 4/0 x -3/6 SIdg - 14.00 0.53 1/6X4/0 Fixed 36.00 0.50 18.00 (2) grid(ti)� /4_i 6/0X4/0 51dg 24.00 t 6/0X6110 Patio 41.00 5/0X4/0 Sldg 60.00 3 /0X2I/0 Fixed 1.00 2/0X2/6 5H 10.00 2 6 1 1 3 1 2 WEIGHTED V GAS WINDOW Mf AREA It 32.00 0.53 " 16.96 Eg 2.00 7.42 0.284 9 18 10.12 D OOR MANU FAGTURER 31.150 OWNER: 1,04x //omgs AVG PLAN #: ress/ rid HEATED FLOOR AREA: 16gq Grid /obscur/7, 10 ft. BELOW GRADE TARGET TOTAL TOTAL TARGET UA TOTAL PROPOSED UA CHAPTER 5 COMPONENT PERFORMANCE APPROACH RESIDENTIAL OCCUPANCY/ OTHER FUELS REVISION N0. JOB #: GROSS WALL AREA .04 .05 .054 .650 .062 .400 .540 .043 .6 G0 .041 .640 .051 570 t AREA UXA ! icy `47 6 1;o t> 3144 240.6 1811 37.75 156.5 1123 15.1 GROUP R OCCUPANCY TARGET UA TARGET ASSEMBLIES FLOORS ( R-1 CEILINGS W /ATTIC ( R -,fig) CEILINGS VAULTED (R-30) GLAZING 15 % OF FLOOR AREA (U = ''.'� :9) WALLS (R - 1V 0.X4' LJALLS STP 9l 1) }DOORS ( R - 25) SLAB ON GRADE (R -10) RIGID '2.0 ft. BELOW GRADE - INTERIOR NA LL (R -11) SLAB (R -10) F. 5.5 ft. BELOW GRADE INTERIOR WALL (R -1 i:) SLAB (R -10) F= INTERIOR WALL (R -11:) SLAB (R -10) F= EQUIPMENT SIZING FORM CATY OF RIKV iii+ l M! pPR 1 AlAct G e ! .s` l.G S . ` PERMIT CENTER 2054 DATE SHEET 7 \ \ rir/x h tztOri. 4 o► COPYRIGHT © JAD 1999 UNAUTHORIZED REPRODUCTION OR USE 15 PROHIBITED AND PROTECTED BY FEDERAL LAW 11 JAMES- AN17ES5ON DE51GN RE5IPEN77AL ARGNI7EG7URE A1,6 1 CATHY ANDERSON • REGISTERED ARGHITEGT 330 DAYTON ST. .6 • EDMONDS, NIA. 98020 I T16 -6166 PHONE FAX 116 -6166 CI TYOF E TUKWILA SEP 26 2001 PE►Mn _,,,nelft DEC NOT !gip ONG AT 2 DATE J' - I� SHEET KAw Al LA WHOr= House FAN INTAKE. - /,r 6 E• ,e,r7;.ry r Ga.Z5 wy (/-VN) 'ic Sc l te Da E vorr- C� `FRE 2• 1 o I .ir I I sr AIR INTAKE ._:'i sarrc DAMPER HAUST FAN - TERMINATION VENT C) RETURN AIR /—INsuLAT6 P Jc? R -8 f` ,AL 1 NTEGPAI ED VENTILATION (0144- i7h �Ic r - ., i 461A- _ u4, sx 4 x � , II j _ >- gala,. Ci � o%' H.x IG'ji I' . 1- 4- A6 rr. � i —� SUPPLY AIR ZI 7 DO _3 V —�X C:at4G I Z � P.81 Pbola 7 t 9 - 1 , 1 r - II 4- ;�1�5 I(one , . �.!ItJo �D�I / GI -(I- }-11_-14 wyr:4 11 <- 8614 Ce°6� ><tz�j/ IZ ° DG {iev 1!P cie t2ooe... e4 R-1-441 L h lhl:�il G /2 -111 6.4,1 2x4 G. i - j ? iU sui, • zx4- r.—r_ "` / ,6,_ ?. I &Je di v4f7 I �i-Sa 1- 17 GP ii PP I \ 4 , L V2 160 06 -r�-� �kJ 01. 2011 A 0 'Low I 1--t . lo� l '' 61-,6-44r N. la dd toll_ JAME5- ANDEZ50N DESIGN RESIQE TIAL ARCHITECTURE rif),t l kk CATHY ANDERSON • 330 DAYTON ST..6 • T16 -6166 PHONE h -E7 e:2oz/ IN LH V2 J !✓ e" fjLc1�7 2/4 r I•�� I� � I- IL I 44. E' " gib-{ aa REGISTERED ARCHITECT EDMONDS, YVA. •8020 FAX T16 -6166 D"�jt%td 1621V st1;1 Qwern 0 RECEIVED CITY OFTUKWILA • SEP 26 2001 AERMrrcENTER SHEET 1 REINFORCEMENT SCHEDULE 1 HEIGHT IN FEET VERTICAL REINFORCEMENT HORIZONTAL REINFORCEMENT c', NONE REQ'D (1) #4 TOP BAR 2'TO < 4' #4 e 2 4 . 0, C. #4 e 24' O,C. 4' TO < 6' #4 e 18' O,C, #4 @ 18' O,C, 6' TO < 8' #4 @ 16' O.C. #4 e 10' O.C. > 8' ENGINEER'S DESIGN REQ'D KAw Al LA WHOr= House FAN INTAKE. - /,r 6 E• ,e,r7;.ry r Ga.Z5 wy (/-VN) 'ic Sc l te Da E vorr- C� `FRE 2• 1 o I .ir I I sr AIR INTAKE ._:'i sarrc DAMPER HAUST FAN - TERMINATION VENT C) RETURN AIR /—INsuLAT6 P Jc? R -8 f` ,AL 1 NTEGPAI ED VENTILATION (0144- i7h �Ic r - ., i 461A- _ u4, sx 4 x � , II j _ >- gala,. Ci � o%' H.x IG'ji I' . 1- 4- A6 rr. � i —� SUPPLY AIR ZI 7 DO _3 V —�X C:at4G I Z � P.81 Pbola 7 t 9 - 1 , 1 r - II 4- ;�1�5 I(one , . �.!ItJo �D�I / GI -(I- }-11_-14 wyr:4 11 <- 8614 Ce°6� ><tz�j/ IZ ° DG {iev 1!P cie t2ooe... e4 R-1-441 L h lhl:�il G /2 -111 6.4,1 2x4 G. i - j ? iU sui, • zx4- r.—r_ "` / ,6,_ ?. I &Je di v4f7 I �i-Sa 1- 17 GP ii PP I \ 4 , L V2 160 06 -r�-� �kJ 01. 2011 A 0 'Low I 1--t . lo� l '' 61-,6-44r N. la dd toll_ JAME5- ANDEZ50N DESIGN RESIQE TIAL ARCHITECTURE rif),t l kk CATHY ANDERSON • 330 DAYTON ST..6 • T16 -6166 PHONE h -E7 e:2oz/ IN LH V2 J !✓ e" fjLc1�7 2/4 r I•�� I� � I- IL I 44. E' " gib-{ aa REGISTERED ARCHITECT EDMONDS, YVA. •8020 FAX T16 -6166 D"�jt%td 1621V st1;1 Qwern 0 RECEIVED CITY OFTUKWILA • SEP 26 2001 AERMrrcENTER SHEET 1 GENERAL CONSTRUCTION NOTES 15. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY; TO REMOVE MUD DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY. 16. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD CONSTRUCTION DRAWINGS" REQUIREMENT. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS (1996) AND THE KING COUNTY SURFACE WATER DESIGN MANUAL (1998). 2: ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION;'(WSDOT /APWA) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS. ;THE CONTRACTORr IS REQUIRED TO HAVE A COPY OF CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. A. A PRE - CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBUC FACILITY EXTENSION PROJECTS. 5. • LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON. PRIOR TO STARTING' CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1- 800 - 424 -5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 6:'::THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS- RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND.SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. • 7.- TRAFFIC .CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR' AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE CITY OF TUKWILA. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. • 8. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL ON -SITE STORM WATER RUNOFF BY USING TEMPORARY OR PERMANENT DRAINAGE EROSION /SILTATION CONTROL PROCEDURES. 9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND' UTILITIES. 10. EXISTING' PAVEMENT SURFACES SHALL BE SAW CUT FULL DEPTH WITH STRAIGHT, UNIFORM EDGES 12 INCHES (12 ") OUT FROM THE EDGE OF EXCAVATION. ALL JOINTS BETWEEN THE NEW AND ORIGINAL PAVEMENT SHALL BE PAINTED WITH ASPHALT EMULSION (CSS -1). 11. TIME LIMIT RESTRICTIONS WITHIN EXISTING RIGHTS -OF -WAY WILL BE APPLICABLE AND DETERMINED AT THE PRE- CONSTRUCTION MEETING. 12. THE CONTRACTOR SHALL INSTALL, REPLACE, OR RELOCATE ALL SIGNS, AS SHOWN ON THE PLANS OR AS AFFECTED BY CONSTRUCTION, PER THE CITY'S STANDARD DETAIL NO. RS -14. 13. POWER, CABLE AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MINIMUM HORIZONTAL SEPARATION FROM OTHER UTILITIES (SEWER, WATER, STORM) OF FIVE FEET (5'), UNLESS OTHERWISE APPROVED BY THE CITY OF TUKWILA. 14, ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 17. FOR MANHOLE AND CATCH BASIN RIM ADJUSTMENT, MAXIMUM ADJUSTMENT WITH BRICK OF RIMS AND CASTINGS SHALL BE 14 INCHES (14 ") WITHOUT ADDING NEW SECTIONS. 18. ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL BE ADJUSTED AFTER ASPHALT PAVING, AND CONFORM TO THE CITY'S STANDARD ADJUSTMENT DETAILS. ALL UTILITY CASTINGS OUTSIDE OF PAVED AREAS SHALL BE INSTALLED WITH A CONCRETE COLLAR AROUND THEM. 19. PVC MANHOLE ADAPTERS OR APPROVED EQUAL SHALL BE USED TO MAKE ALL CONNECTIONS OF SDR 21 OR 35 PVC PIPE TO MANHOLES OR CATCH BASINS. 20. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12' -6" FOR SDR 21 OR 35 PIPE. 21. BEDDING, BACKFILL AND CONSTRUCTION PROCEDURES FOR ALL STORM DRAIN PIPES SHALL BE IN ACCORDANCE WITH THE CITY OF TUKWILA STANDARD DETAIL NO. DS -11. AND DS -12. 22. BEDDING, BACKFILL AND .CONSTRUCTION PROCEDURES FOR ALL SANITARY SEWER PIPES SHALL BE IN ACCORDANCE WITH THE CITY OF TUKWILA STANDARD DETAIL NO. SS -11. 23. ALL IMPORTED PIPE TRENCH BACKFILL MATERIAL SHALL BE BANK RUN GRAVEL, FOR TRENCH BACKFILL PER WSDOT STANDARD SPECIFICATIONS SECTION 9- 03.14. 24. PIPE TRENCH BACKFILL MATERIAL WITHIN THE IMPROVED RIGHT -OF -WAY SHALL BE 5/8 INCH MINUS CRUSHED ROCK WHEN CONNECTION IS PERPENDICULAR TO THE CITY STREET, AS PER CITY OF TUKWILA STANDARD DETAIL RS -3. 25. CONSTRUCTION OF PROPOSED IMPROVEMENTS SHALL BE iN ACCORDANCE WITH APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY OF TUKWILA. uufri1 CONTRUCTION SEQUENCE 1) ATTEND PRE - CONSTRUCTION MEETING. 2) FLAG OR FENCE CLEARING LIMITS AND INSTALL FILTER FABRIC OVER EXISTING CATCH BASINS. 3) GRADE AND INSTALL CONSTRUCTION ENTRANCE. 4) INSTALL PERIMETER PROTECTION (SILT FENCES, ETC.) 5) CLEAR FOR AND INSTALL SEDIMENT TRAPS IF NECESSARY. 6) CLEAR, ROUGH GRADE, STABIUZE SITE AND CONSTRUCT BUILDING. 7) INSTALL SANITARY SIDE SEWER. 8) INSTALL STORM DRAINS AND INFILTRATION SYSTEM. 9) INSTALL FILTER FABRIC OVER ALL CATCH BASIN GRATES. 10) MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH TUKWILA CITY STANDARDS. 11) COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, PLASTIC SHEETING, OR EQUIVALENT. 12) INSTALL WATER MAINS AND UNDERGROUND UTIUTIES. 13) COMPLETE FINAL GRADING AND PAVING OF ROADWAYS. 14) STABILIZE ALL AREAS WITHIN SEVEN DAYS OF REACHING FINAL GRADE. 15) HYDROSEED (OR EQUAL) ALL DISTURBED OR CLEARED SOILS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 16) CLEAN OUT STORM DRAINAGE SYSTEM. 17) UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED AREAS AND REMOVE ALL ESC FACILITIES (BMP's) ONLY WHEN ENTIRE SITE IS STABILIZED. GRADING AND EROSION CONTROL NOTES 1 WITHIN THE CITY OF TUKWILA, ALL REQUIRED RETENTION OR DETENTION, SEDIMENTATION AND EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION, PRIOR TO LAND CLEARING AND /OR OTHER CONSTRUCTION ACTIVITIES, TO INSURE THAT SEDIMENT -LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES OR THE NATURAL DRAINAGE WAYS. 2. THE DETENTION, SEDIMENTATION (RETENTION IF INFILTRATION SYSTEM IS USED) AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 4. THE TEMPORARY EROSION CONTROL FACIUTIES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND APPROVAL HAS BEEN RECEIVED FROM THE CITY. 5. ALL AREAS OF ACTIVE EARTHWORK, WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTY AND DRAINAGE WAYS, MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS, SHALL BE STABILIZED WITHIN 10 DAYS. FROM OCTOBER 1 TO MARCH 31, EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED SOILS WITH AN AREA GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. SANITARY SIDE SEWER CONSTRUCTION NOTES 1 THE LOCATION' OF THE SIDE SEWERS SHALL BE MARKED AT THE END OF THE LINE INSIDE PROPERTY BY A PRESSURE TREATED 2 X 4, FOUR FEET (4') LONG BURIED IN THE GROUND A DISTANCE OF THREE FEET (3'). THE LOWER END SHALL HAVE A 2 X 4 CLEAT NAILED TO IT TO PREVENT WITHDRAWAL OF THE STAKE. THE EXPOSED ONE FOOT (1') SHALL BE PAINTED TRAFFIC YELLOW AND THE DEPTH TO THE SIDE SEWER OR TEE SHALL BE INDICATED IN BLACK PAINT ON THE 2 X 4. 2. CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER CONNECTION PERMITS FROM THE CITY OF TUKWILA PRIOR TO CONSTRUCTION. 3. THE SANITARY SIDE SEWER SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS DRAWING NO. SS -1. THE CITY OF TUKWILA SHALL DO ALL CONNECTIONS TO EXISTING SEWER MAIN WITH NEW TEES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCH AND PAVEMENT EXCAVATION, PIPE INSTALLATION, BACKFILL AND PAVEMENT RESTORATION. WATER SERVICE CONSTRUCTION NOTES 1. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY WATER SERVICE CONNECTION PERMITS FROM THE CITY OF TUKWILA PRIOR TO CONSTRUCTION. 2. INSTALLATION OF CORPORATE STOPS, WATER SERVICE, LINES AND METERS SHALL BE PER CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS DRAWING NO. WS -18 AND SERVICES SHALL BE A MINIMUM 3/4 INCH. THE CITY OF TUKWILA WILL INSTALL THE METERS. 3. ALL VALVE BOXES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL BE ADJUSTED TO FINAL GRADE AFTER FINAL PAVING IS COMPLETE IN ACCORDANCE WITH THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS DRAWING NO. WS -13 OR WS -14. EARTHWORK ESTIMATE CUT 30 CU. YDS PER LOT FILL 30 CU YDS PER LOT $E ET INDEX SHEET 1 SHEET 2 SHEET 3 SPECIFICATIONS EROSION & SEDIMENTATION CONTROL PLAN GRADING & DRAINAGE PLAN VICINITY MAP SCALE: 1"=4 MILES These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: 7,o L clfwt g No, 1) MERE RECENED CITY OF TUKWILA PERMIT CENTER RECEIVED APR 1 6 2002 LA REV!SION NO. 1 PUBLIC WORKS nlni - • I co cV F- O J 1tl -4 - p o 0 0 H N N N 0 O z z I"t J J U W vi vi L i w Q Q z 0 0 ce d I I I Ph I O. rn CV F- 0 J PROJECT NUMBER 00 -007 SHEET 1 OF 3 0 O J EROSION AND SEDIMENT CONTROL NOTES 1. the implementation of these ESC plans and the construction, maintenance, replacement, and upgrading of these ESC facilities is the responsibility of the applicant until all construction is approved and the site stabilized. 2. The boundaries of the clearing limits shown on this plan shall be clearly flagged by a continuous length of survey tape (or fencing, if required) prior to construction. During the construction period, no disturbance beyond the clearing limits shall be permitted. The clearing limits shall be maintained by the applicant for the duration of construction. 3. The ESC facilities shown on this pion must be constructed prior to or in conjunction with all clearing and grading so as to ensure that the transport of sediment to surface waters, drainage systems, and adjacent properties is minimized. 4. The ESC facilities shown on this plan are the minimum requirements for anticipated site conditions. During the construction period, these ESC facilities shall oe upgraded as needed for unexpected storm events and modified to account for changing site conditions (e.g., additional sump pumps, relocation of ditches and silt fences, etc.). 5. Any areas of exposed soils, including driveway embankments, that will not be disturbed for two days during the wet season or seven days during the dry season shall be immediately stabilized with the approved ESC methods (e.g., seeding, mulching, plastic covering, etc.). 6. Any area needing ESC measures not requiring immediate attention shall be addressed within fifteen (15) days. 7. The ESC facilities on inactive sites shall be inspected and maintained a minimum of once a month or within forty -eight (48) hours following 'a storm event. 8. At no time shall more than one (1) foot of sediment be allowed to accumulate within a catch basin. All catch basins and conveyance lines shall be cleaned prior to paving. The cleaning operation shall not flush sediment -laden water into the downstream system. 9. Stabilized construction entrances and driveways shall be installed at the beginning of construction and maintained for the duration of the project: Additional measures, such as wash pads, may be required to ensure that all paved areas are kept clean for the duration of the project. 10. Where straw mulch for temporary erosion control is required, it shall be applied at a minimum thickness of 2 to 3 inches, or 2 -3 bales per 1000 sq.ft. 1E UTILITY EASEMENT "- EXI `..NG E WATER MA N EXISTING CATCH BASIN VANED GRATE: 115.58 1E(12" D1)* 113.18 INSTALL FILTER FABRIC OVER CATCH EXiSTING CDNICO AND / U N •.:R ARE HE SAME UT'.UTY EASEMENT, 6 DO*NSFOic NE CN 1 1 EXISTING RESIDENCE I_ - - A 00k3t 14' 6" r - - 1 1 1 r - . 10 i BUILDINGS 'WIL_ BE 5. � i If. I II I I I ' 28 FIR 10 BE 1 1- J 30 1 CL _ 1 _J 43RD AVENUE S1 H GRAPHIC SCALE io ao AB ON GRADE PROPOSEDb RESIDENCL F.F. 117.5 PROPOSED GARAGE F 1 5.4 - Ex STIN, GAS LINE ( IN FicsT 1 inch = 10 CLEARING LIMIT IS THE PROPERTY LINE 30' n t 2 2O' -0 " 30' Lot 30 20' -0" TO BE DEMO PROPOSED GARAGE F.F. 1 16.4 EXISTIN SHED TO BE MQL _J HED 5.0 E IIOTS OF CLEARING w PROPOSED RESIDENCE F.F. 117.5 PROPOSED GARAGE F.F. 116.4 PROPOSED GAS SERVICE LINE ELEVATION DATUM: CITY OF TUKWILA BENCH MARK: SANITARY SEWER MANHOLE RIM ELEV.= 116.06 5 1 EXISTING HOUSE TO BE DEMOUSHED 0' NORTH NOTE: 1. PROTECT EXISTING SANITARY SEWER LINE TO LOT 27 DURING CONSTRUCTION. 2. EXISTING CONDITION OF LOT 36, 38, 39 IS LAWN AND STRUCTURES AS SHOWN. 3. A DEMOLISHION PERMIT IS REQUIRED FOR REMOVAL OF EXISTING STRUCTURES. INSTALL FILTER FABRIC OVER CATCH BASIN OPENINGS INSTALL TEMPORARY SILT FENCE (PER DETAIL) AS NECESSARY EXISTING UTILITY POLE NOTES: B. C. D. E G. H. J_ EXISTING CATCH BASIN VANED GRATE: 114.80 IE(12"DI): 112.65 INSTALL FILTER FABRIC OVER CATCH BASIN OPENING INSTALL STABILIZED CONSTRUCTION ENTRANCE PER DETAIL FILTER FABRIC MATERIAL 36" MIN 'MADE ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABIC TO WIRE. JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. Yx2" BY 14 GA. WIRE FABRIC OR EQUIVALENT BURY BOTTOM OF FILTER MATERIAL IN 4"x4" TRENCH 6' MAX. 24"MIN NOT TO SCALE FILTER FABRIC MATERIAL 2 -x2" BY 14 GA. WIRE FABRIC OR EQUIV. IN STANDARD STRENGTH FABRIC IS USED 36 "MIN 4 "x4" MIN. TRENCH. , 511 36 MIN BACKFILL TRENCH WITH NATIVE SOIL OR 3/4" WASHED ROCK 12 "MIN `2"x4" WOOD POSTS, STANDARD OR BETTE R O R 2 "x4" WOOD POST EQUAL ALTERNATE: STEEL FENCE POSTS ALT: STEEL FENCE POSTS A. THE FILTER FABRIC MALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPUCED TOGETHER ONLY AT A SUPPORT POST. WITH A MINIMUM 6 INCH OVERLAP. AND BOTH ENDS SECURELY FASTENED 70 THE POST. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 12 INCHES). A TRENCH SHALL BE EXCAVATED, ROUGHLY 4 INCHES WIDE AND 4 INCHES DEEP. UPSLOPE AND ADJACENT TO THE WOOD POSTS TO ALLOW THE FILTER FABRIC TO BE BURIED. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY -DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE AIRES OR HOG RINGS THE WARE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED ' TO THE FENCE, AND 12 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING :TREES. WHEN EXTRA- STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED. THE WIRE MESH SUPPORT FENCE AY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WATH ALL OTHER PROVISIONS OF STANDARD NOTE E APPLYING. THE TRENCH SHALL BE 8ACKFILLED W1114 NATIVE SOIL OR 3/4" -1.5 WASHED ROCK FILTER FABRIC FENCES SHALL BE REMOVED WHEN 111E5 HAVE SERVED THOR USEFUL PURPOSE. BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABIUZED. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY REWIRED REPAIRS SHALL BE MADE IMMEDIATELY. MAINTENANCE ANY DAMAGED OR CLOGGED FENCE SHALL BE REPAIRED /REPLACED IMMEDIATELY. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT DEPTH 15 6 INCHES. OR GREATER. IF CONCENTRATED, FLOWS ARE EVIDENT UPHILL OF THE FENCE. THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. SILT FENCE DETAIL STABIUZED CONSTRUCTION ENTRANCE NOTES: 1. INSTALLATION: THE AREA OF THE ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL THE QUARRY SPALLS SHALL BE PLACED TO THE SPECIFIED DIMENSIONS. ANY DRAINAGE FACILITIES REQUIRED BECAUSE OF WASHING SHOULD BE CONSTRUCTED ACCORDING TO SPECIFICATIONS IN THE PLAN. IF WASH RACKS ARE USED, THEY SHOULD BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 2. AGGREGATE 3" TO 8" QUARRY SPALLS PER WSDOT STD. SPECS. SEC. 9 -13.6. 3. ENTRANCE DIMENSIONS: THE AGGREGATE LAYER MUST BE AT LEAST 12" THICK. IT MUST EXTEND THE FULL WIDTH OF THE VEHICULAR INGRESS AND EGRESS AREA. THE LENGTH OF THE ENTRANCE MUST BE AT LEAST 100 FEET. 4. WASHING: IF CONDITIONS ON THE SITE ARE SUCH THAT MOST OF THE MUD IS NOT REMOVED FROM VEHICLE TIRES BY CONTACT WITH THE ROCK ENTRANCE, THEN THE TIRES MUST BE WASHED BEFORE VEHICLES ENTER A PUBLIC ROAD. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO A SETTLING AREA TO REMOVE SEDIMENT. A WASH RACK MAY ALSO BE USED TO MAKE WASHING MORE CONVENIENT AND EFFECTIVE 5. MAINTAINENCE: THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2' STONE, AS CONDITIONS DEMAND, AND REPAIR AND /0R CLEAN OUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO ROADWAY OR INTO STORM DRAINS MUST BE REMOVED IMMEEEIATELY BY SWEEPING. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET. EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE. 15 A THREAT TO PUBLIC SAFETY. STABILIZED CONSTRUCTION ENTRANCE NOT RECEIVED CITY OF TUKWIL PERMIT CENTER 111 1 1 ( V 0 0 0 0 0 0 CM CM CV 0 0 0 0 0 zzz W W J J J LT_ L.H_ Li E vi vi vi z W Q Q Q • 0 0 F.4 d En 1 1 1 O 0 1 1 CO C4 1- 0 -3 tr CV 1- 0 PROJECT NUMBER 00 -00 SHEET 2 OF 3 0 M 1- 0 LOT LOT 28 LOT 29 LOT 30 AREA ROOF AREA DRIVE & WALK AREA TOTAL IMPERVIOUS AREA TAX LOT NO. 3000 SO.FT. 1242 SQ.FT. 574 SQ.FT. 1816 SQ.FT. 017900 -0145 3000 SQ.FT. 1242 SQ.FT. 574 SQ.FT. 1816 SQ.FT. 017900 -0150 3000 SQ.FT. 1242 SQ.FT. 574 SQ.FT. 1816 SQ.FT. 017900 -0151 mcran EXISTING CONTOUR AND FINAL CONTOUR ARE THE SAME CATCH BASIN DATA TYPE 1 CB28 GRATE: 116.00 IE (61: 114.00 IE (COO: 114.16 IE- (4`N &S)113.00 TYPE 1 C629 GRATE: 115.48 IE (6'): 113.48 IE (4 1 1N!). 113.31 IE (4 "N &S) 112.48 TYPE 1 CB30 GRATE 115.00 IE (61: 113.46 IE (4°00: 113.62 IE.(4 "N &S) 112.00 10' UTILITY EASEMENT EXISTING TYPE 1 CATCH BASIN GRATE: 115.58 1171f3T8 BUILDINGS WILL BE SLAB ON GRADE 116 _1- L__ DO SPOUT CONNECTION POINT (TYP) EXISTING RESIDENCE 10' UTILITY EASEMENT EXISTING UTIUTY POLE ' PROPOSED' . • UNDERGROUND POWER, PHONE &••N' CABLE Lot 20' -0 12° DIP PROPOSED GARAGE F.F. 116.4 0 •20. N PROPOSED RESIDENCE F.F. 117.5 PROPOSED GARAGE F.F. 116.4 1 EXISTING HOUSE TO BE DEMOLISHED PROPOSED GARAGE F.F. 116.4 MIM r � CLEAN =OUT FINISH • GRADE• 'EXTEND£D'TO •$POT• ELEV. • „ b ° . pyc • FINAL GRAM' ; • • • 51.00% MIN. Lot 30 20' -0" FROPOSED RESIDENCE 1 .F. 117.5 'EXISTING GARAG TO BE DEMOLISH 11:11111!141!1 :a!4 :1°4 48' DIA. DRY WELL FILLED WITH I.5' -3' WASHED DRAIN 5= 2.005. 12' MIN. A DR RESTR GRAPHIC SCALE (IN S) 1 inch = 10 f1. � / / 2 " COMPACTED DEPTH ELEVATION DATUM: CITY OF TUKWILA j CLASS "8" ASPHALT CONCRETE / BENCH MARK :' SANITARY SEWER MANHOLE / 4" MIN. COMPACTED DEPTH' RIM ELEV. = 116.06 / ASPHALT TREATED BASE G G G G 10' N • MERE CATCHBASIN L = - J + NOTE: MATCH APRON SUBGRADE WITH SUBGRADE OF WEST MERCER WAY PRIVATE DRIVEWAY CROSS- SECTION NOT TO SCALE EXISTING GAS UNE PROPOSED•GAS SERVICE UNE SECTION 10, T23N, R4E, W.M. SUBGRADE COMPACTED TO 955 MAX. DENSITY (SEE SPECIFICATIONS ON SHEET 1) CLEARING LIMIT IS THE PROPERTY LINE -_ NORTH 7 RDDF DOWNSPOUT \\.\::: FLOW EXISTING UTILITY POLE EXISTING TYPE 1 CATCH BASIN 2 :GRATE: 114.80 1E41 2 112.7 0 �E'(6" PROPOSED): 113.20 - 117 10' UTILITY EASEMENT TYPE 1 CATCH BASIN (TYP) (SEE CB DATA) INSTAL_ 1" POLY WATER UNE (TYP) 200 PSI DRISCO PIPE 48" DIAMETER DRY WELL (TYP) PER DETAIL INSTALL WATER METER AND SERVICE CONNECTION PER CITY STANDARDS (TYP) G G - 12 DIP INSTALL MAIL BOX STRUCTURE FOR 3 BOXES PER TUKWILA STANDARD DRAWING NO. RS -6 4' PVC SLOPE =2.007. MIN. 1/4' MESH SCREEN � ON PIPE INLET TYPE 1 CATCH BASIN WITH VANED GRATE INSTALL 24' - #4 REBAR AT CENTER OF DRYWELL FOR FUTURELOCATION 4' PVC 1 € 12'MIN. 12'MIN. DRY WELL DETAIL SCALE: 1 " =2' 48" 0 O O 6' PVC SLOPE= 1.005 OVERFLOW PIPE TO 48TH AVE S. C.B. 6" MAX. OVE SEASONAL WATER TABLE TIVE LAYER D0V310 6. ALL PVC PIPE SHALL CONFORM TO ASTM D- 3034- SDR35. 4' -4' LEACH BED TUBING ON LEVEL GRADE FILTER FABRIC LINER ON SIDES AND TOP OF DRY WELL DRAINAGE PLAN NOTES: 1. STORM WATER RUNOFF FROM THE ROOF AND DRIVEWAY AREAS FROM EACH LOT SHALL BE COLLECTED IN A TYPE 1 CATCH BASIN AND THEN ROUTED THROUGH A 4" PVC PIPE TO A DRYWELL. 2. A MINIMUM OF TWO DRYWELLS WILL BE INSTALLED ON EACH LOT. ONE FOR EACH 1000 SQ.FT. OF ROOF /DRIVEWAY AREA. 3. THE FINAL GRADE ELEVATION SHOWN ON THIS PLAN MAY BE ADJUSTED AS NESESSARY TO REDUCE CUTS /FILLS AND /OR MAINTAIN 1% MIN /5% MAX SLOPES FOR DRIVEWAY, DRAINAGE TO CATCH BASINS. 4. iNSTALL FILTER FABRIC OVER ALL CATCH BASIN OPENINGS DURING CONSTRUCTION. 5. A SOIL LOG TEST HOLE WAS DUG ON THE THREE LOTS. THE SOIL TYPE AND STRATIFICATION WAS THE SAME AS FOLLOWS: 0 -2.5' BROWN SILTY FINE SAND 2.5 -9.0' GREY /BLACK SAND NO WATER TABLE ENCOUNTERED ON 1/8/2001. SCS SOIL CLASSIFICATION: URBAN LAND CITY OF TUKWIL LEGAL DESCRIPTION: LOTS 28, 29 AND 30, BLOCK 1, ALLENTOWN ADDITION TO THE CITY OF SEATTLL R MITCEN T E ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE COUNTY KING, STATE OF WASHINGTON. REVISION NO 1 NOTE: 1. SANITARY SEWER CLEAN -OUTS SHALL BE EXTENDED TO FINAL GRADE PER TUKWILA INFRASTRUCTURE STD. DWG. SS -2. z 3 ( W d� 2 cri La a3 a _ W Q I (f) rn CO 0) 0 N N P3 I- 1- 1- 0 0 0 J J _J PROJECT NUMBER 00 -007 SHEET 3 OF 3