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Permit D2000-148 - DOAK HOMES - LOT 10 - NEW SINGLE FAMILY RESIDENCE
Doak Homes Lot 10 4225 S 116 St D2000-148 , fitgrA.0,03,7,4 WalWr441,410400■11V,ItORMAINSINW.....41.0,0614.4, VAVAPVTIC1.91}(YelaNtiwwWW,Antal....9..4 City of Tukwila Cepr in I ` (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: 334740 -0115 4225 S 116 ST NSFR DEVPERM V -N IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES. APPLICANT IS PROCEEDING AT THEIR OWN RISK. Contractor License No: DOAKHI *092NZ DEVELOPMENT PERMIT Permit No: Status: Issued: Expires: Occupancy: UBC: Protection: .0 West: D2000 -148 ISSUED 07/11/2000 07/22/2001 DWELLING 1997 001 Fire North: .0 South: .0 East: UNKNOWN Sewer: Slopes: Streams: Phone: Phone: 206-246-6587 .0 OCCUPANT DOAK HOMES -LOT 10 4225 S 116 ST, TUKWILA WA 98188 OWNER DOAK HOMES INC 11917 4 AV SW, SEATTLE WA 98146 CONTACT DARRYL DOAK 11917 4 AV SW, SEATTLE WA 98146 CONTRACTOR DOAK HOMES INC. 11917 4TH AVENUE, SEATTLE WA 98146 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: CONSTRUCTION OF A NEW 1,638 SO FT SINGLE FAMILY RESIDENCE AND 402 SO FT ATTACHED GARAGE. ***************************************************** * * * * * * * * * * * * * * * ** * * * * * * * * * * * * ** Construction Valuation: $ 149,094.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: LJM Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: N No: Size(in); .00 Flood Control Zone: N Hauling: N Start Time: Land Altering: Y Cut: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: Y No: Sewer Main Extension:. N Private: N Public: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: N Public: N ****************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * *,* TOTAL DEVELOPMENT PERMIT FEES: $ 2,545.69 ****************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Permit Center Authorized Signature:_ I hereby certify that I have read and examined this permit and know the same to . be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development p mit. Signature:_ Print Name J mr Phone: 206 246 -6587 End Time: 116 Fill: 116 Date: Date: /` -31` 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. z Z . 6 o co vO 0 I CO LL w O g co D H w z � O H- w uj D o' U ON Cl- uj uj H V ' IL O ui Z p OCCUPANT DOAK HOMES -LOT 10 4225 S 116 ST, TUKWILA WA 98188 OWNER DOAK HOMES INC 11917 4 AV SW, SEATTLE WA 98146 CONTACT DARRYL DOAK 11917 4 AV. SW,.. SEATTLE WA 98146 CONTRACTOR DOAK HOMES INC. 11917 4TH AVENUE, SEATTLE WA 98146 --***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: CONSTRUCTION OF A NEW 1,638 SQ FT SINGLE FAMILY RESIDENCE AND 402 SQ FT ATTACHED GARAGE. ' r ., * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Construction Valuation: $ 149,094.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Curb Cut /Access /Sidewalk /CSS:_ Y Fire Loop Hydrant: N No: Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Cut: 116 Fill: _ Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: Y No: Sewer Main Extension: N Private: N Public:_ N Storm Drainage: Y Street Use: N Water Main Extension: N Private: N Public:_ N ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 2,545.69 ********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Date : J2 City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: Contractor Permit Center Authorized Signature:_ I hereby certify that I have read and examined this permit and know the same to be true and correct._ All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development ;;rmit Signature: WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Print Name: 334740 -0115 4225 S 116 ST NSFR DEVPERM V -N License No: DOAKHI *092NZ Fire .0 East: DEVELOPMENT PERMIT Permit No: Status: Issued: Expires: Occupancy: UBC: Protection: .0 West: (206) 431 -3670 POP/0 T /2 —Is) D2000 -148 ISSUED 07/11/2000 06/06/2001 DWELLING 1997 001 North: .0 South: UNKNOWN Sewer: Slopes: Streams: Phone: Phone: 206 - 246 -6587 .0 Phone: 206 246 -6587 Eng. Appr: LJM Size(in): .00 ta z4„4_ Date: 116 This permit shalt 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. re w U• 00 . N 0 CD -J u. w o < N 3 � w z� w � Ili U 0 ; O N : 0 H w w u Z 0 I- z t City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: 334740 -0115 Address: 4225 S 116 ST Suite No: Location: Category: NSFR Type: DEVPERM Zoning: Const Type: V -N Gas/Elec.: Units: 001 Setbacks: North: Water: UNKNOWN Wetlands.: OCCUPANT OWNER CONTACT CONTRACTOR .0 South: Sewer: Slopes: Contractor License No: DOAKHI*092NZ DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRE'_, APPLICANT IS PROCEEDING AT THEIR OWN RISK. DOAK HOMES -LOT 10 Phone: 4225 S 116 ST, TUKWILA WA 98188 DOAK HOMES INC 11917 4 AV SW, SEATTLE WA 98146 DARRYL DOAK 11917 4 AV SW, SEATTLE WA 98146 DOAK HOMES INC. • 11917 4TH AVENUE, SEATTLE, WA 98146 k* * *k k * ;kk ** * *:k* kk *k k:k *k•k k **•k* k :k•kkk kk A•k 1 k k kk * k *k : k k k k ; k* ' k•k k * * Permit Description: CONSTRUCTION OF A NEW 1,638 SO FT SINGLE FAMILY RESIDENCE AND 402 SO FT ATTACHED GARAGE. • 4*: kk• k•. k**• k• kk* ,.*• k* ****** : k *• k• k*• k• k• k• k• 4*- kk** k• k****• k**• kk* k• k: k• k* ****k ****4k *k. *kk*-k* **k **•k* *44.4• *. Construction Valuation: $ 149,094.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Curb Cut /Access /Sidewalk /C'SS: Y Fire Loop Hydrant: N No: Flood Control Zone: N Hauling: N Start Time: Land Altering: Y Cut: Landscape Irrigation: N Moving' Oversized Load: N Start Time: Sanitary 'Side Sewer: Y No: Sewer Main Extension: N Private: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: N k - k • 4 k kk 4 4 4* 4**• k* 4•k *k*k *k: 444 444•kk k : kk* - 4* 4kkkkk *k *kk k **kkk*444444 TOTAL DEVELOPMENT PERMIT FEES: . 2,545.69 : k•k•kk k•k::44 4444 *44444 4444444 *k **kkk 4444** *k* k•kkkk 4.4 *kkk*kk**k* *4 Permit Center Authorized Signature:2a/M I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit S ignature:_ Print Name: fL44.4 ykgA44444 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 130 days from the last inspection. L Occupancy: DWELLING UBC: 1997 Fire Protection: .0 East: .0 West: .0 ruoumf entwoy,w,bK.sp.mm ,m:w Streams: Size(in). End Time: 116 Fill: End Time: Public: N Date (206) 431 -3670 Permit No: D2000 -148 Status. ISSUED Issued: - 07/11/2000:. Expires: 01/07/2001 Phone: 206 -246 -6587 Phone: 206 246 -6587 Eng. Appr: LJM .00 Public: N Date: i — �I 116 Address: 4225 S 116 ST Suite: Tenant: Type: DEVPERM Parcel #: 334740 -0115 CITY OF TUKWILA Permit No: D2000 -148 FROM MAY 1 THROUGH SEPTEMBER 30, INSPECT AND MAINTAIN TEMPORARY EROSION PREVENTION AND SEDIMENT AT LEAST Status: ISSUED Applied: 05/22/2000 Issued: 07/11/2000 k* k**** ** **•k****** ***•k***•k** ***'k*: ***** k*•k k** A** * k** k *•k* k *•k * * * k **** Permit Conditions: 1. No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 2 - All permits, inspection records: and approved plans shall be available at the i`ob site prior to the start of any con - struction. These documents 'are to be maintained and avail- able until tina,l inspection approval is granted 3 Electrical:.permits:..shall be obtainedthrough!!'the Washington State Divs1on of Labor and Industries and all electrical work will 'be inspeected by' that agency (248 -6630) . `Plumbing permits shall be obtained through the Seattle -King Countyrt:Department 0f Public ' ;Health: : Plumbing will be i nspe;cted,by that agency, ; including all gas piping (296=74, 722): 5 . All mechanical work shall be under separate permit issued b the3 of Tukwila. 6 . Ally construction to,,be.done- conformance with approved plans. and requirements of the',Uniform Building Code (1997 Edition) as amended, Uniform Meclaini ° 'Code (1997 Edition) an'd ?Washinaton _ Stae Energy Code (1997 Edition) . 7 . of Permit. The issuance of a- permit or approval'of plans,' specitications, ;and computations shall not be con strued to be : a permit for,:. or an approval .. of, any violation of an.v ofs the provision of the ,building , code or of any other ordir ,ance of the jurisdiction. ,:;No permit presuming to give 'a uthority' ~to violate or cancel the provisions of this code shall be valid. $ . Notify the City of Tukwila Building D ivision .'prior to placing any concrete. This procedure i s ,;i n addition to any requirements tor:.special inspection. 9. All wood =to remain in placed concrete shall be treated wood. 10. There shall be 'no ? occupancy' of the building(s) until the final inspect ion has been completed : by the Tukwila Building Inspector. 11. 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. COVERED MATERIAL MUST BE 'STOCKPILED ON SITE AT THE BEGINNING OF THIS PERIOD. INSPECT AND MAINTAIN THIS STABILIZATION WEEKLY AND IMMEDIATELY BEFORE, DURING AND IMMEDIATELY FOLLOWING STORMS. z 1 Z J 0 0 o 0 CO = N LL wO u-3 co d w ; z uj w D O U i n O= 0 r_ ww Z ` al O z r MONTHLY. 17 4„ . TTT • J ALL DISTURBED AREAS OF THE SITE SHALL BE PERMANENTLY STABILIZED PRIOR TO FINAL CONSTRUCTION APPROVAL. 12. NOTIFY PUBLIC WORKS UTILTIY INSPECTOR MR. GREG VILLANUEVA @ (206)433-0179 OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other work or local laws regulating construction or the,,:perfOb*nceof work. - - , Signature: Permit No: D2000 -148 Status: ISSUED i to .Address: 4225 S 116 'S Location: OVIKA •1hATER METER SUPPLEMENT DEVELOPMENT PERMIT WATER METER S Water Meter Type: PERM Water Meter Size:; .75 Ouantity> .Work Order' Nn: 5204m Connection ; Fees Install .;:ry Add'l.InstallDeposit: Plan Review`:Fee: Inspection Fee:' Water Turn On ` Fee Special 'As-sessment: 0•Other- TOTAL WATERFMETER FEES: • �te,i • PUBLIC' WORKS; ENGINEER APPROVAL • LJM 00.00.: :,, .00 $.00 $t 50 A0 $ $:00 $.00 4.00 $.00 $ 10 00- .$ "' $ $15 :0'0 $ 00 $.00 $_25.00 $.00 , $.00 ,$.00 $.00 t : $.00 �', 00 0Q` $.00 =- ..$ 260.0 . WATER METER B WATER METER C .00 Applied Date: 05/22/2000 Issued Date: 07/11/2000 Description of work to be done: / s /f Type of work:ew Single - Family Residence ❑ Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: in Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: 6 sq. ft. Dwelling C9 sq. ft. Covered Deck(s) L. sq. ft. Garage /Carport �/ sq. ft. Accessory Structure(s) G sq. ft. Uncovered Deck Tax Parcel Number: ti..) ,A 3 3 7 4 / 0 00/ 5" Proposed New Square Footage: /6 3 S' sq. ft. Dwelling C., sq. ft. Covered Deck(s) 96 2- sq. ft. Garage /Carport 0 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) 0. € g 61. /Ale *For an Accessory dwelling, provide the following: O O(4 Lot area OefQ Floor area of principal dwelling Floor area of accessory dwelling Street Address: 11 � /7 * Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. Project Name/Tenant.. ( /V& 4 2e o r /� r Value of Construction: I > /&- Site Address: City State /Zip: //e; M / -, 7 Tax Parcel Number: ti..) ,A 3 3 7 4 / 0 00/ 5" Ar Property Owner: ,P941A 61. /Ale Phone: 2SSG -6'r,7 Street Address: 11 � /7 Ci S — �iv i e'e ,..,,et, 50�, 9 4/te /Z�'G' Fax #: (' c c r Contractor: 34 N ( of / its , Phone: r r ` Street Address: I / ( 7 �C�' y State /Zip: /fit SUP ;Gt) �P�` r 9 3 7 9 Fax #: e c- ' , Architect: —.., • �� /62215 /AA' Phone: , e ` / Street Address: I r City State /Zip: Fax #: - f Engineer: Phone: Street Address: City State /Zip: Fax #: Contact Person: Phone: Street Address: ( ( f t / c.. / City State /Zip: Fax #: CITY OF TU WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 SFPERMIT.DOC 2/13/97 'OR STAFF USE ONLY `Project: Number: Permit. Number: 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. PLICANT REQUES FOR; PUBLIC.WORKS,SITE /CIVIL PLAN, REVIEW OF THE FOLLOWIN °( A > >reviews shall be:dete by,th Works Department)..; `z ; Y.:i ❑ Channelization /Striping ❑ ❑ Flood Control Zone ❑ ❑ Moving an Oversized Load: 4 Sanitary Side Sewer #: Storm Drainage Water Meter /Permanent Water Meter Temp # pi Miscellaneous Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Hauling 17 Land Altering: 0 Cut cubic yds. Start Time: End Time: ❑ Sewer Main Extension 0 Private 0 Public Street Use 0 Water Main Extension 0 Private 0 Public Size(s): /`"i Size(s): re Est. quantity: Size(s): 0 Fill cubic yds. gal Schedule. 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. Da .11 2. pd: Q Date ,pplica lion expires: • Z p x.000 AppUcat�a� �Initla/s) PLEASE SIGN BACK OF APPLICATION FORM fi • %um g2 Z 00 NO CD MI J CO u_ w U_ Q 2 1- w Z = 1--O w ~ w U 0H w 1- u w Z U = 0 ~ Z Project Name/Tenant' � //c4r)ef /i 4 r Value of Construction: i .Z / Is this site served by: ❑ Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: 6 sq. ft. Dwelling C9 sq. ft. Covered Deck(s) Site Address: - City State /Zip: //16 t /5 S. TN,e, Tax Parcel Number: 3 3 7 `/ 0 a/'! 5` /..4.)710 Floor Area Ratio: (total floor area of all structures divided by the area of the lot) t0. t? g Property Owner: '7 *For an Accessory dwelling, provide the following: 3 ,U c e,� Lot area . , D Floor area of principal dwelling " 0—. Floor area of accessory dwelling Phone: ' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. Street Address: 1/ Ci State /Zip: Fax #: Contractor: L/ N Phone: Street Address: l / (7 61 .' � y State /Zip: 4_1/ P �w <P� 9���� Fax #: Architect: j� t / ' J.49/1 Nat eel' /CJr Phone: ,- . t. / Street Address: t City State /Zip: Fax #: - i Engineer: Phone: Street Address: City State /Zip: Fax #: Contact Person: Phone: Street Address: ( C ( L / City State /Zip: Fax #: / Description of work to be done: n ie ' . , tc Type of work: ,New Single - Family Residence ❑ Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: ❑ Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: 6 sq. ft. Dwelling C9 sq. ft. Covered Deck(s) L/ sq. ft. Garage /Carport sq. ft. Accessory Structure(s) G sq. ft. Uncovered Deck Proposed New Square Footage: /6 3e" sq. ft. Dwelling sq. ft. Covered Deck(s) yG 2. sq. ft. Garage /Carport 0 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) t0. t? g *For an Accessory dwelling, provide the following: 3 ,U c e,� Lot area . , D Floor area of principal dwelling " 0—. Floor area of accessory dwelling ' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Flood Control Zone ❑ Hauling 7 Land Altering: 0 Cut cubic yds. Moving an Oversized Load: Start Time: End Time: Sanitary Side Sewer #: ❑ Sewer Main Extension Storm Drainage fp Street Use Fl Miscellaneous CITY OF T1/ WI LA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 SFPERMIT.DOC 2/13/97 OR STAFF USE ONLY 'Project Number: Permit Number: 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 PLANcREVIEW OF T HE FOLLOWI (Additio reviews: shall be: determined' by; the Public Works D 7. Size(s): 0 Fill cubic yds. 0 Private 0 Public Water Main Extension 0 Private 0 Public ater Meter /Permanent Size(s): ` j Water Meter Temp # Size(s): Est. quantity: gal Schedule: 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. Da application accepted: -Z2- 2200 Datefl llcation a Tres: • 1000 Appllcat�aInitlals) PLEASE SIGN BACK OF APPLICATION FORM Z W 6 00 to 0 W= H w u-Q d I-W Z = t-- t-- W ~ w 0 � OH w W I I— 0 u- 6.1 Z 0 I'- Z BUILDING: 0 WNER OR AUTHORIZED AGENT: Signatute) /t'I7 , . . Date: 5-,.....2 2 00 . Print name_, � ', //g r 1' , :., . , , . . . P h : , �,, b , ,, "v S Fax #: , Address: 1/9/7 L.f i Cif /State/ i /),0 9f/Y4 ALL SINGLE- FAMILY RESIDENTIAL PERMIT APPLICATIONS MUST BE _ WITH THE FOLLOWING: DRAWINGS PREPARED B\ REGISTERED ARCHITECT OR PRC _iSSIONAL 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 WA SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ in 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 Iocation(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. S. 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. El El If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ 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 z w Ct 6 0 0 • 0 WI U) U_ w 0 g ? w d = W H = z I - I- 0 Z ~ 0 co o W • U O~ z Pa.ime•,rtt t, •�' ",d:r '.k 1.t 4Ah. 4,i, k,A,AA*,,, k::+ kkA- A. *A. A*4 .'.3 rY or Tut {kt l.:A4 WA �A z' Q _ (L TRANSMIT !r.k.AA k•kJr•k *:ti Jr* Jr h: l• 4:4�...1.4;4Ah•k. • ,• ., :k r 1:r4 * 4 t:4fi* k* rh *.,$.*-k '4 Jr't k •A•t :k -\A.tr k*'4 'TRANSMIT tiT1 Ni rati �^. R9Ei003't: ctirttr.�t.trli: i.4.+:,f €,.51 0 7. 14:21. •Pavgitnj Methncl� t to Li; Notation: t)ARRYt_ 1)ili�i; :fn•ih„ ILO Pidi ^nr it; td�+ I)2000 t'lS t� +n[ !)E Pr_tti4. I)EV1_V.0PMtii1 PEfli4.I.T • Ct'i 4' t4 C i1:t 1 . Totxl Foes: Tct:at FILL Pmts: I) n •t ei n c.e : 14„916 14.916.2:► .0() 04iskAk*4•.AA1:•. s \•k *AAk• tk•k1 114• A:A A• l.* hA: yf.*** A :'_ A*.\4 * - A•k { •A•' : \'.k*Ai A'k•kk *A Acr:t ?t.tnt COder I)osc:t iltt, i ate Am un 000/345.E130 PLAN CHECK RES - ..23..04 ,000/322,, 10') UUTLI)IN - t1ES 1.223.75 000r345,,$30 PLAN, CIIECt! UTILITY 20.00 000/345.030' 200 34: . (33(? PLAN CHECK 44A1't: :I2 METER :1 r +. 00 .0 STATE GUI. C'INO SURCHARGE 4.50 000'31 :.2.400 .t11SP. 4 "Er:. UTILITY 15.00 41.2 / 342.400 INS(' FEE STORM DRAIN 1.5.00 —402/312.400 IlissP FEE si. i ;aas 20,.00 401 /3>.t,E.)02. WATE.I? CONNECTION 60.00 401/306.520 Wt4r4I2 IJ4ST(.LATt411x ifcEP 150,00 401/342.400 WATER 7'NrtPECTIQi1 FLE 1ii „00 4X11 , .' 31 0 -4:+3 WATER TURto• -,OH . F44: 25.00 X40'3. 3G,� 1 04 l� tt'1•.E P 6.1.3 A L LEN TOW 4 {f"4. 0 ) 3 S i i 1 c) . is L l2 4 R A'a' {• L S is A t T `tr 0 r• 014 t4 (' s t) t3't) r :! y 4? ► �, At rt �, t r I (2 3 rr c, P t I, itE T r E.1 � r .� '56112 r��`1.V r, t, TOTAL ,14095 0, t ' NI) 1)1 'r412' , 1tt I ►L:.A¢e.:(`,1fI I; { rkr44, Wtei --- • ^ H c�;puri L "' Cade 000, 3�#:i.y 830 r1 *** *4 * * **k* *3* * * *• ** t33 * ** *.* *1 * * *;L•h **. *k *.-A *333 **A: * * *33.AAAA : ***R,* C : I f V .. t1 F r uK , w 1 L. Ea: w Z- r ft r l< t41 T 20)0 , . i * * *0.* * ** *A* *• b *!A* * * *A ** **'3•*4cAA* .4*fi3 *31*1 **•k*h**3'c3* *k* *3I*3 'r,RAW9l4IT :.Nu ibel -: R9800289 .Amount: 849.78 03/22/00 1G:51 'Payment Method: CHECK;. 'Notation: DOAK HOMES In it;. WLR Pernit; Nci D200.0 -1 48. Type:. t7C:VPERM DEVELOPMENT PERMIT Parcel. INo 334710 'Lo&ationn 42 .f V S A 5 116 ST Total Fees: 2,161.63 This P tynierit,. 049 78 Total. ALL Pmts: 049.78 Balance: 1 .,3i 1.85 * * *k * * **3 * **k * *, *3333 del************ k* A** *•A. *3** * **3 *•A ** * *A *3 *•h **3s *, Desci ^ipttion Amount PLAN CHECK RES 049.78 4552 05/24 1710 TOTAL 1677.72 3 n� uz4s.. . 1, n e 11.1 CO IL W 0 ma: Z D 0 W W ' 1 V Z�. W N _.. O 1 --! 2 Project: ,L; , lr �� Type f lnlnspe ; l Az ( -� S` S 11 S 1 Date — calle . Special instructions: 9 :00 Date wanted: a.m. s�8 ^0/ p.m. Requester: Phone: 2-667- 5.''226 INSPECTION REC !D Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: hu . h S U of - I 0 t1 -- CI ro V Ad F i 1nc 1 Inspecto . r Date: 5 _ 6-0 1 0 $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: : kicL: 11�d1EA�'}' Ri7. t�.• rix6i..'.:J if:.' �iaS .in °dv 4.6`.; W.04 ` W0444;47. UI�':iTri aG;tcfii: >:r,5rss7t�it.. 3:d3 ?.,+hkw:i^stY:s ' 1 /A 5 4 et LA Vc1 Approved per applicable codes. INSPECTION REn.... D Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 D2000 g PERMIT NO. (206)431-3670 Project: Doal< thrrles Address: 422 s 1 164-1 St Special instructions: Type of Inspection: Itia I Date called: 3 _ 5..01 Date wanted: T34 o P.m. Requester: Darn i it Phone: 571 —22. g 0 El Corrections required prior to approval. COMMENTS: 3 & A) tr kytk (i'9 _CD 3r66/ L4-J 94v81 - 01 6 I Date: 3 / (, A $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: 1 I Inspector: 1,-..1,%:■:f.A5A;'..:.;::::.11+.1:P.X.1.;741±f,A;:". , vliok.osk44:44 sem Ai: Wiz 4.44Aiumci‘ockligar st..140: iect: �3 Type of Inspection: oy F1114 1 A tl�e �.- 1..... � 7 / (o S Iled• j /3 l Special ins ructions: Date ed: O / v C-11470/ Re u ter: �( PZ(J(p "57/ - Z 2-Sto INSPECTION NO. / INSPECTION RECC ) ` • / Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila,' WA 9818 El Approved per applicable codes. PERMIT NO. Corrections required prior to approval. : rdLaK::. w:. 1: a:;,; I4 >l,6..441‘.44 .�:th?�...�r .arc) 'x'i��nza6:�,#:a.:�.�.e:. ?. •_w..4..u.....�_. .. COMMENTS: • 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Ya'aLi is 1 nd dayE. a;A1 S ?$k 3Lu.ti .. i:.SY rkY0.404ti� ri# r, z?�di�z.,..+% ia14Y chls; 444 +' m aAFi: aSi 1i4." 1n�w?, r. 1ki. TtL ,iF..:r.�i�>a;i.k1w "v Project: Typ of Inspection: (1 � Address: L1 22S S. II O' Date c Iled: 3I(9(o I Special instructions: d.m. Date wan : .3/'770 I a p.m. Req sttef: `1!�f _An Ph r29: U 1 _ INSPECTION RE Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -367 in Approved per applicable codes. Corrections required prior to approval. COMMENTS: /N) ' /� 4 _ f — v c�— I f /A4-1 /2t /"mod n $47.00 REINSPECTIOI'FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: F F - m+, t; S`': �• �e? ,'?d.�G�rd"r���Gi�;1" _ :�" �O nY�1 .4:fseEG+k 3 woudiv.L.3AJdxwi 1A1L:t' e;..a; agi. nr'.ki1i: .4t4 ( fJHINuu� .rt;i47F1a4e..Ur.w'n�.wiT4 is ✓uu�+rtv`.i M me ▪ , V O ' U) 0 N W; J CO W O; g J u_ a w 3 W HO Z W 0 , O N 0 I W W; w z` N O ~' Z Project: jc Type of Inspection: 0645 Address: 4"22 S: ll6 A Date called: 1 2 3 / 43 / Special instructions: �, � 'Y' Date wanted: a.m. H p.m. Reque 6 /_ n (i .�y�(! Phone: 2)// (as' S7 INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. t0 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: dd`6' 46 Inspector: 6,J Date: fiL }/° 0 $47.00, REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: nmc �e ..... 1.,J. >w�;�rsnh4rvv,�3kiti� +ur .ek'v,.il.a:a:WGr 7Wh:L'ixrYF�i1+`" SflOto..9 44443" Project: Type of Inspection: Add"dlfress: r Date called: p � a Special nstruc ons i `5' � ll y I' 1" Date wanted I / a.m. P.m. Requester: Phone: c 7 1 2z 3e3 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 El Approved per applicable codes. INSPECTION REC Retain a copy with permit R006 -(W PERMIT NO. (206)431 -3670 Corrections required prior to approval. Inspector: , Date: 1 i; 4 $47.00 REINSPECTION FIE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: w � �eiglN' r aE taL'I ' t..*. di , %.ay�kR. tr4 �Y�.� -�' "Kta`� +.3..�:� F ..�..'i��"-' u wF::: a:: ..e,..✓,a:.:'u. ullytiatisz ;w...'nk.:.i arsv,wu?r"s'.kS. � 4rrSura Projec . vv Type of Inspection: O Ad Lit 2 5. I i c Date cal led: f 2 / L/ 00 Date // :Special instructions: L cele.. C � l' nvor• Date wanted: a.m. I Z /iS COQ p.m. Requeste Phone: ,�,1 7(_ 22 INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: is a ptiltipm a d Pe" ;. tk /tehkin,te,e 1260 v-4'04_.0 Atm evAirt Al -1- 1 2 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: � ._... -_ ... �w::;.:;. :;�:;�,,.:.•�6.:.rusl'S.at3.t:c .::..:w:a.:.. 4.Li....,.. 4sxee: ad.; tid.; r ,..t�a.:..,i.....•a,u1a..::, -.. r.';c.."h .�:z.r;:ad Project: / 4 Type of Inspection: Address: Lp-7-5" 59 11671 Date called: Special instructions: Date yvanted: a.m. P.m. '7 ReqUester: A1/0 f/ 1 q Phone: INSPECTION RE Retain a copy with permit INSPECTION NO. \ CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 024).2)--/ve PERMIT NO. (206)431-3670 El Approved per applicable codes. El Corrections required prior to approval. COMMENTS: AA a . cat 1. .zsd 14 1,4 7/ 0 d cegifAAte 24I 7 4 td4 P cfri fAA ( PI u Alb] fl * • 2.6 /41.!, fey(2 ravat. icifyfico,,, 4%4- •-4 i ptvtek- idx;AduStin-, &X L, 92 ko,i'Avadi fiyi Mai Lac_4.-/-1.41 Aldat 0/ k si VA./4r% At VI p.1324 &Lo go Inspector: 6(1 Date: ' $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ao4.4a•isuAlitf4A1611.urese-a—tAx.kintapiltztomast..42.- , iKatkk...;04 .c41,41:344 tak rew UJ uj 0 g = u. in D = a I— al I— 0 Z w a 0 ( L ) 0 I— w . IL. 1 6 • Z Ui w 0 — 0 Project: a Type of Inspection: s1.5 Address:, , f 2.42$ ill ( Date called: Z J!/� Special instructions: 2 PrrA Date wanted: /2 ( / '-� a.m. Requester: Scan Phone: 2 ' - . 973 Approved per applicable codes. I Receipt No: t INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd; #100, Tukwila, WA 98188 1,Dzeim-iog PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: � rz13 5. //h s r ✓� 7a /fv c,S (Ali t �/1 k_s Sap 5 ,2/1 5,24,-).w fl Mt- * v1/ 112- S f�w lInspector: Date: (--V� /cx...) E $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: { ^ S J ? w''t y.. e ....;.. , rld l a t : 2 {.r .3: a a..��. - r P � '.A..',��,.`.`c.�i:...,ws,. -.il:.w .r....w.Il... _ _... ,.,... G44i14,63:, Cd ', W10144+Lu tf dtt[ kiti. ik".ra " "t z �W. 0 N Wi W 0 2 O ` Z W� o . s tn , 0— o CU W — �F_ 0 W Z CO 0 � z Project: :Doi K 4 onlP s -Lo i o Ty of Inspection P v Address: L.4 -D S 11 S+' Date called: (1---1 `l -oo Special instructions: Date wanted: )s" –oo rn� R4 I. quester: DC( r 1 Phone:• a Approved per applicable codes. it INSPECTION RE Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: • So -e ; c1evice d {' 1 A v1*�'Ac --ar u.1;11 pfel i c lnSAotNt+ 1bh k Inspector / t10h2 Date: l`' S "(lt ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: tedao.r7r d.A.•► tat kaut.I .A.Leu+ sRt..." ..:....f,.:•zw r4i.rwa.+rs�r s aNr !n�bia t.1»;,l�rc2 rr s....., a: ti.. e...: rdStdk; , {�J3,Iah4L.�ii;adjd•w't.(ritcu i.$iN r�:rnk ;aa re Lu U O co 0 co W O = H W Z Z I— LU tu U 0 ! o 1- = V ` u ' O ti •z , _ :: Project: D r Y 1 K 1 r 3 L t T " IT) Type of Inspection: n "ice o (\ft' 1F)StC rOL Address: --12 25- s 1 -12-Z5 - 11� ' "Date cal d: i u 9 --,- x Special instructions: i Date wanted: `` a.m. 10 _ 00 Cp.m.. Requester: Phone: Oho - Q - a�g' I1a INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Date: /o Z t9r $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: : sarc.�,�,.a+�...�.,�cs..4....r� t _.fa...:►,a, Gayer c: aoe�. e,; u���' s: ":w:i�.r`tsl.v�b�ac'+aw.r'€a'rd P - 0 7Q' S k / O v i & �S T y p e � S V Address;,...- S (4-, Date called: Special instructions: Date wan d: n f h Ca.m._ Win. Request r: Phone: INSPECTION RECD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98 Approved per applicable codes. PERMIT NO. (206)431 -3670 s D2e0-0 -kE Corrections required prior CO approval. COMMENTS: Ins Ej $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: F. .,.� t&SuvS t,„:444 14.V;1% a�'tMK "nt.aakutiBR it :t4u3s� a3]L d1tcC•r'b.V7lf+:r.4tr.5.�. }Fa?.v4:'w�E tk.e�t7iv4:Jni Project:— i - .fl an. awyPs Type of Inspedion: .,.- _ ' Addfe'1:ss:.'" 0 k Date called: 10 Special instructs instructk . ,..„ rAl Date wanted: a.m 10 1600 P.m. Requester: Phone: c) ( d)-1 6- 10E 81 r - INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO.1„1: (206)431-3670 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: SP In $47.00 FEE REQUIRED. Prior to inspection, fee must be paid at 63611:5athcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: , .4.44'7.46. , rotts - ta1 , 404 , 415,,, , Not,144M■tV , -444,44:1, Project: Type of Inspection: Address i/- -S 1 I f^ Date called: ) u / Special instructions: Date wanted: i O J I 1 Or ( ` p .m. Request �r:A./Y Phone: q(4 22n INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. (206)431 -3670 C t orrections required prior to approval. COMMENTS: /#701) lierc,A./.1(."., 70 SiVefle f f 0.1, 7.;" its/' nfrtm, Are.4 amyk,6 ot,ci 7 ladei �f5 T� `er ii4 � d Inspector: Date: ( 1 ' ` 0 $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: • • hlh3x lMetik;a..4.ilti..'N'.'rh t.Lit'ilE ;;Va.1 ke *NV ft ' w O CO J �W z 2 o! O O ux o t z Project: A. A-72,61 Type of Ins y p � e ^ ction: Address: i iDate called: Special instructions: Date wanted A-7- a.m. = Requester: Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OFTUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 DSO // PERMIT NO. (206)431 -3670 0 Approved per applicable codes. KCorrections required prior to approval. COMMENTS: / 4 4- -? Date: ,y_ Inspector: /Ir _ fl wh At- 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: ...., .9Reai44: ww�..w;S:a'�:: .Y.t •� &�.'z?:Sv.% 41. ,ikt+Carie +c' Vi..i 4: 4,^; u�'. c�J .,.+if':�.vs,ra""knr: Project: not 614,P S Type of Inspecr}: ((� Z � +��f `- Address — 25' S I i 6 Si- Date called: 10-g)- 00 Special instructions: Date wanted: i0 — ? 0 a.m. Requester: Phone: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 COMMENTS: Inspector. INSPECTION RECORD -' Retain a copy with permit INSPECTION NO. pproved per applicable codes. LI $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: Teat Ai9(. W r5: Fe A1,;z Date: 112000 /94 PERMIT NO. (206)431 -367 Corrections required prior to approval. f •vJ:': .,. •u..Ct, .<;..J. nbL.lr.n.rai:k' rta„ M , S��< P+ AU°..« �µaH k4a. iiFuH° if, :i+d6YLti�lviG"�..5&.'CFL`"1dP5 407', .tia 1a 1`:oliori tr!aft;<+ w.t4i9fv)�K Woo∎rod+kii' . '.141 o':s lei) 1, of ,o1J • t4,ti. DJ re 2 00 0 0 W tu co IL! w O ' g J t.? N C7 I ui 0 1 W ' rz • Z 0 C A 0 z INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Inspector:( `1 (94)A Xr.J $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION RECOR Retain a copy with permit IV co-J9 PERMIT NO. (206)431 -367 Corrections required prior to approval. Date: 10 00 'J,'Ryhtt�i t: �l+ �s%.:,' mGr-0 �r•Edajj3ii$�.`?V1s�Yi.�td.. -- :, 1 ;1 ...xh.r.o,u+l.s` +r.,....r.VU:uxi�u,,.:li` 4..,.r.1..,.•�;G4x�u�ua•�.4?LJe ired1iJ . ,; "'" i . .. s8t:nl0 +;7$iwe +i,, "'TV''dinxl. ksic' tiL�AbhtdA <.,ui.La;r +3,r.w.ilh•Shivnit_iL irlt ;F'•via..5, r..vYirt�k «cottv`i';. COMMENTS: C G7?t . A-)0�g /AC, -_ 17 "WI b / A(C -7 p �vl ( C 1 1 1~4 0 C 0 <€1AZ '*' (--; G./.7-.6 r)Vlibersf- i et - r La," - 1.A6uJ / r I ,4 ctc, D I C,9,14,67K Sit) -_S 13',v, it,(1-:/ L) 41/4,Az 7N ( AT , vim. ,q IXT) T72-0.5S 407'6 77-1 1 a44- !816.".„ t7/ ('F/ , -/ - 14.4- e e -e/ �l95` s / . i l',' - S // . </-/ (c / u ;4,0 0 f4? 57v/75 4 7 p a . ,44 Pro ect: Type of Inspection: Address: r . 1-1 '2–. G S S 1 I f ah J .F.. ate called: g 1 _. \ct _ O C. Special instructions: v - c, ri L-( - pie . ' C S y.. ( I '" c, f`Y I c 11 ,,_,.. ) G r S 1.1..e , Date wanted: G_ % ^` (C p.m. Requester: C l Phone: . INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION Approved per. applicable codes. INSPECTION RECORD✓ Retain a copy with permit (OF z, PERMIT NO. 6300 Southcenter Blvd, #100, Tukwila, WA 98188p (206)431 - 367 Corrections required prior to approval. lnsp 41 /47,C Date v E $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid ,► at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 1 aget�aia.4ri�r�+:. r.' Yro "2 t 97Pb3 "Zti aata. 'WO111hcsWS rir;i K4i • w 6 • 5 ' UO fn 0 : w w ' N � w LL < S W. . O w ~: U � O —+ 0 H ':. w w ' I • O lui Z . O z Pro ect: 774-4-$ ,- S Type of Inspection: 'I�' AEMI 6 Address: qz ce ,(co s- - Date called: Special instructions: Date wanted: a.m. p.m. Requester: Phone: INSPECTION RECORD Retain a copy with permit V24 -14 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 2,x=2 ( X1 6300 Southcenter Blvd, #100, Tukwila, WA 98188 20 6)431 -3670— J- Corrections required prior to approval. COMMENTS: U SG S i¢i (2$ 5 ` 47 , %, 57 ,� /3c , S os 5A T Dat Approved per applicable codes. $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: n.h &Vr 4a.la;,If3»:" 'WV .J.t'.edV J,ai4'.4,[.r qr.' ., W5u.4.14,4 �flf CL U O; n Q: V) W LL W 0 2 u- Q ' N 3 . 1— 0 Z 0 I— w uj 0 , ii i Z . z Project:– / b OA f{ /� ' - Type of Inspection: Shear t, . l\ K}c(tktr\,5 Address: 4 /22 5 r /40 si Date called: vU %- DA-1- C Special instructions: D to wanted: m. Requester: ,- '`r rL Phone: 7 - ibCt – 'S,8 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. 2ar)o - /YF' PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: a I 4 I $47.00 REINSPECTION rE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: w'rscL:'. 6...dm,., i s s4;:;44 't r:t Y.L• l5F:7 . .�y r L a , 79,,S VA* u Ssv u , ,, , ,sA3Jr .+:4∎4.s4474:6% fSt 6 rc oject: S t �N Type f In c C.th ll1 1 N61((it Address: L s / /rah 3+ a e called: - { -00 Special instructions: - ,..,.., Qate wanted: m. quester: v. _ qt bone: Approved per'applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: 0 $47.00 REINSPECTION f E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ,4n.'yrswl�. Lrar t rr .t � , ^.;'• r ,,.. rtK. r.i tad.'"e.:�n.�b�3"-'� +'.t�.� 'L� . aliB: Jfi�a isf='"'' . t� �r; F+. i4� �' �.. ta�: ��i� +:.r�u'�uaL;:aA;::.1�'�.'. �,n -acZ. i k v k w. �. aw t .' id rekra ikl tWNeaatc�t'�sfs, v tai v 8 4 5. y s l : "' 1f040 T» 16. 4,,,,,,,, Tfhoj Ir u A2 [f(/ c Date called: q /&, / Special instructions: Date wanted: / ) .-7/ 6 0 Requester: Phon2 .... qc o ci_ e pgrg INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6 300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431-3670 V _Approved per applicable codes. Ei Corrections required prior to approval. COMMENTS: Inspector: 44/v2„.., Ao,pn Date: ,.... 0 $47. 0 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Receipt No: Date: 11/42:%":JatigAl:tilt4.Sai • ' ..tt.gth.itra.tUditiAt.4 lieA I . 4:44,a4.0.«.:444;411.1 ' • ' 4 s' • . rcxgiti.4. Akaii..2Ai.42•44AnD.44.4.6: -z LU 2 , 0. .0. Lii (ow, 0 u. w 0 g 4c D z F.: iii LU 2 n • 0. ILl co 111 — I 0 - 1 0 , :c ..z Lii • — 0 z Project: ' fir . V— Type of Inspection: C.. -0IvC C.C" ��Irt'b Address: G/2-2s > . ►. 1 1 C G --r Dat Ile - Special instructions: Datq wa d: a. m. Requester: r 1 Phone: INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. COMMENTS: Ins c Date 6, J $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: Corrections required prior to approval. ' 404, 4 4460,;,....a....0„ re W US CO v) _ ` CO I W 0 g LL' co I— W s F- 0, Ul p " 1 W W u 0 Z . N ` O Z INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Ad ress: y a ie‘' �C� Special instructions: Project: T Insp ct \thr 13 -1!-aitgi—oc D tie wanted : p.m. queste rlr LA I Phone `r-D 9 (09 -DD �8 COMMENTS: Insp • j $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: Approved per applicable codes. INSPECTION RECOR Retain a copy with permit 6 c_xn - +4 ge p4 PERMIT NO. (206)431 -3670 e / Corrections required prior to approval. 11.61! ,. .... � 4: ��" yVSaA�' d: 9:' rL,. iotrr PERMIT NO. (206)431 -367 AdI s s �. &pi Sf Date called: --y 27 00 Requester: 5 eclat �nsuu��y�. /,' 00 a s UIc� os P I .Qv Ph • �g q S I05 � ' Approved per applicable codes. Corrections required prior to approval. ��. PP clot: , ;� /L $47.00 REINSPECTI 'N i E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule rins.ection. Date: Receipt No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 of Inspe'tio : : C0 � l� R a »•1 ..,a t .:..:.. s , '. y .•: � i,,,,,, ,A'.�ii ° .:.:sw 7 a..•: ,:.a: � [.: � 1 likdtyd.'al V' Nt t: pe of Ins ection: Address: 1 4.D.-S - 11(0 St Date calle "1.. 1 - Special instructions: / GI o j Date waned• itto ( 2 P'' 0 0 p .m. Re 4'3t TOIS INSPECTION NO. • Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 COMMENTS: Corrections required prior to approval. $47.00 REINSPECTIOKI FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100: Call to schedule reinspection. Receipt No: Date: :TA1�= � `'- - "� ,..�c�.£`•++�7ww°'.s'v��N/c.J cl'..�.'c." ' �� �'. rt� ?tIXf7Ci .r"�L.if �::t.:,�' `.2f:x en`�:�s::.'nTi�xG.Sh�iik� Y% sr•}.i.,.i:+a,ir; £..4�.i a,: .: Ymasi :tv,w.w.n.ctavri::;.tn;wk' du ' Aui5+ts +ik .1; R .0 r.a C 3: uea „xsdi 's' Z re U ' U co O0, .w • Lt. W O; (A a H ILL Z UJ 2 U f7. , N ;D t— w O I .. Z OF' z Project Name Address 4 7. 7 2 7 S / 4, 7 Retain current inspection schedule jr Needs shift inspection City of Tukwila John W. Rants, Mayor Fire Department Thomas P Keefe, Are Chief 1 ---( P7 Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: • Hood & Duct: Halon: Monitor: Pre-Fire: Permits: luthorized TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM .r FINALAPP.FRM T.F.D. Form F.P. 85 • -1.‘ Permit No. /e0a5 - /9g Suite # 3/ 7/0 / Date Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575•4404 • Fax (206) 575•4439 • 1 Return Address: Doak Homes, Inc. 11917 — 4 Avenue SW Seattle, WA 98146 Title: UTILITY EASEMENT AGREEMENT Reference Numbers: VOLUME 12 OF PLATS, PAGE 64, RECORDS OF KING COUNTY, WASHINGTON. Grantor: DOAK HOMES, INC. Grantee: DOAK HOMES, INC. Grantors Legal Description: LOT 9, BLOCK 2, HILLMANS MEADOW GARDENS ADDITION TO THE CITY OF SEATTLE, DIVISION NUMBER 1, ACCORDING TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 64, RECORDS OF KING COUNTY, WASHINGTON. Grantees Legal Description: LOT 10, BLOCK 2, HILLMANS MEADOW GARDENS ADDITION TO THE CITY OF SEATTLE, DIVISION NUMBER 1, ACCORDING TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 64, RECORDS OF KING COUNTY, WASHINGTON. RECEIVED CITY OF TUKWILA TAX ACCOUNT NO. 334740 -0110 (LOT 9) 334740 -0115 (LOT 10)_ JAN 2 2 2001 PERMIT CENTER \ c \ b 2C0C ) • 1118 I UTILITY EASEMENT AGREEMENT THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned, owner(s) (Grantor) in fee simple of the land described as follows: LOT 9, BLOCK 2, HILLMANS MEADOW GARDENS ADDITION TO THE CITY OF SEATTLE, DIVISION NUMBER 1, ACCORDING TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 64, RECORDS OF KING COUNTY, WASHINGTON. For and in consideration of the mutual covenants and agreements hereinafter expressed and other good and valuable consideration, in hand paid, receipt of which is hereby acknowledged, the parties hereto agree as follows: 1. The owners of the above described land do hereby define, declare, grant and convey to the present and future owners (Grantee) of the land described as follows: LOT 10, BLOCK 2, HILLMANS MEADOW GARDENS ADDITION TO THE CITY OF SEATTLE, DIVISION NUMBER 1, ACCORDING TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 64, RECORDS OF KING COUNTY, WASHINGTON. A non - exclusive perpetual Utility Easement over, across, along, in, upon and under that portion of said Grantors land described as follows: A STRIP OF LAND 10 FEET IN WIDTH WHOSE CENTERLINE IS THE EXISTING SIDE SEWER PIPE INSTALLED IN THE NORTHERLY 25.00 FEET OF LOT 9, BLOCK 2, HILLMANS MEADOW GARDENS ADDITION TO THE CITY OF SEATTLE, DIVISION NUMBER 1, ACCORDING TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 64, RECORDS OF KING COUNTY, WASHINGTON; TOGETHER WITH A STRIP OF LAND 10.00 FEET IN WIDTH WHOSE CENTERLINE IS THE EXISTING GAS PIPELINE INSTALLED IN THE EASTERLY 5.00 FEET OF THE NORTHERLY 45.00 FEET OF LOT 9, BLOCK 2, HILLMANS MEADOW GARDENS ADDITION TO THE CITY OF SEATTLE, DIVISION NUMBER 1, ACCORDING TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 64, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT ANY PORTION THEREOF LOCATED WITHIN THE EXISTING RESIDENTIAL STRUCTURE ON SAID LOT 9. 2. This easement is for the sole purpose of the construction, use, and maintenance of utilities, together with the right of ingress and egress for said construction, use and maintenance. 3. Said easement is subject to a utilities easement in favor of any electric, telephone, television cable, gas, water, or sewer company, public or private, or their permittees or assigns to install, construct, operate, maintain, alter, and repair their respective utilities for servicing grantees property, together with the right of ingress and egress for said purposes. _ ' �N+rA�7HDMYYkY+lnn!?grM2gttvu. x�a.•rrrramv,Kn•:....�anua nw+, w. w. isurrc�, w... a,. u: navr.° a" R* s�k.+ Mifh+ MNFAN?Mt�'R'a CC w: w= -J u i w0 H i 1— ju O co 01- w w `. c l h= co w z '' — z 1 4. Routine maintenance and repair costs of the utilities constructed within said Utility Easement shall be the sole responsibility of the owner of the lot serviced by the utility, unless the utility is jointly owned and/or used by both Lot 9 and Lot 10. The maintenance /repair costs for any utility jointly owned and/or used by both Lot 9 and Lot 10 will be divided equally between the owners of Lot 9 and Lot 10. 5. The amount and type of maintenance to be performed on the any utility shall be determined by majority vote of the lot owners using the utility. Each lot shall have one vote regardless of oc the number of owners owning any lot. The utilities shall at all times be maintained adequately c6 g to provide the necessary utility service. (..) O 6. The herein easement and agreements may be amended only with the written agreement of w ; the Grantee herein. u . w This easement agreement shall run with the land and shall be binding on all parties having or 2 acquiring any right, title, or interest in the land described herein or any part thereof. g Q` N d DOAK HOMES, INC. w Owner of Lots 9 and 10 z I U O . by: Darryl E. Doak, Sr., President 'O - , :, w ! STATE OF WASHINGTON) v! )ss. O COUNTY OF ) N; I certify that I know or have satisfactory evidence that Darryl E. Doak, Sr. is the person who z appeared before me, and said person acknowledged that he signed this instrument, on oath stated that he was authorized to execute the instrument, and acknowledged it as the president of Doak Homes, Inc., a Washington corporation, to be the free and voluntary act and deed of such party for the uses and purposes therein mentioned in the instrument. Given under my hand and official seal this day of January 2001. Notary Public in and for the State of Washington, residing at Appointment expires: ❑ Exhaust ventilation sha I be provided for each dwelling unit as follows (S. 302): LOCATION MINIMUM AT .25 W.G. MFR. /MODEL FAN LABEL CFM (.1 W.G.) KITCHEN FAN 100 CFM C N . BATHROOM FAN 50 CFM BroRA) BATHROOM FAN 50 CFM ; &M ^) . BATHROOM FAN 50 CFM 4 A.) LAUNDRY FAN /00 c f /t/( n oro 1� rd /¢ W - to WHOLE HOUSE FAN' 0 50 C FM (1 - BEDROOMS) (CHOOSE ONE) 0 C FM (3 BEDROOMS) . Rg100 CFM (4 BEDROOMS) L. � f . ❑ "Whole house fan also serves as a kitchen or bath spot fan: le YES 0 NO If a spot fan is designated as a whole house fan, the capacity shall be the larger CFM requirement. ❑ Whole house fan: Location attic fan is closer than 4' to O Whole house fan is listed/labeled 0 Whole house fan wiring 0 Whole house fan shall L. A 4 ivdr maw Sone rating (< 1.5 if ceiling) .. . _ . .. .. . . . "for Continuous use for control routed to central location. run continuously: Kitchen rate 25CFM, bath & laundry rate 20CFM. ❑ Integrated forced -air furnace ventilation (IAC Code S. 303.1.2(b)) shall be used instead of a ' ' whole house fan and fresh air inlets in the bedrooms: ssI YES 0 No I • 0 If yes, a 6" outside air inlet duct with damper limiting the ventilation rate to .35 -.5 ACH, shall run from the building exterior to the furnace return plenum. ❑ Mechanical ventilation fan ducts shall be > 4" and properly sized using IAQC, Table 3 -3. ❑ Fresh air shall be provided for each unit as follows: (IAQ Code, S. 302.6.1): 0 Each bedroom: Tested, screened, controllable, through -wall port ( > 0 Overall living area: One wall port as specified for bedrooms. OR: X Central forced air furnace which delivers outside makeup air through the 4 sq. in.) to the exterior. ducting system. RE1 =E c IV8L .CITY OF it 'CW,ILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 MINIMUM VENTILATION REQUIREMENTS FOR RESIDENTIAL OCCUPANCIES FOUR STORIES AND LESS Chapter 51 -13 W.A.C. Source specific and whole house ventilation systems are required for residential occupancies. In addition, exhaust ventilation fans must provide specific performance ratings and (in the case of the whole house fan) specific "Sone" ratings. Fill in the exhaust fan schedule below with the fan manufacturer's name, model number and performance rating. Secondly, check the criteria that applies to your design. ENRGYCOD.DOC 2/13/97 H -15 ZOOoN9 ACTIVITY #: Inr LA MAY 2 3 HOOP PERMIT, CENTERAmo. t , —,, NO MANUFACTURER FRAME MATERIAL MODEL # SIZE U-VALUE AREA S.F. . . . 1 • . v. ...- lk • i'' - .... . ..._ eti '5,1-1 Rai . .... � 9/ •ytt- 1 . xf /6 ,v-e- • 3/,i, Q ' 4. . p •W• . ci , A 4 MAIM .ir /0 3'67 -r km/T • ... ____ _.._•...... A__ ..... . . CITY OF 'ilKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, --Tukwila, WA 98188 Telephone: (206),431-3670 1. HEAT SOURCE: r; Inn WINDOW SCHEDULE GLAZING/SKYLIGHTS BY TYPE TOTAL GLAZING AREA 91/4_6g.(-1 ENRGYCOD.DOC 2/13/97 S.F. ÷ TOTAL CONDITIONED • FLOOR AREA 10: S.F. x 100 = WAP111. S,TATE ENERGY CODE RESIDENTIAL COMPLIANCE FORM PRESCRIPTIVE APPROACH (gas, oil, propane, heat pump, electric) 2. WINDOW SCHEDULE: Fill in the window schedule based upon the proposed residential design and calculate the glazing area as % of the conditioned floor area. . . • 3. CHECK PRESCRIPTIVE OPTION: Glazing percentage will determine which option to choose. Mark option at top of column. (See back of this sheet) (add entire column) PROPOSED GLAZING PERCENTAGE • The proposed glazing percentage must be less than or equal to the glazing percentage listed under the prescriptive option that's selected. Nil -4fXZWatt.Zerf,, ce LIJ 2 o (00 U) LIJ w co ju 0 g :7•J LL < 3 S9. a uj I- 0 Z W uj 2 n 0 C-) co o w I- o lel; co i= o 1- z I 1 - 7-01 • 11:09 AM REDHAWK CONST. • REDHAWK CONSTRUCTION. INC. DEWRIPtION OF WORK DONE St. L. . - "LC '/ „ / A LOIl l -kjt.gr.r ?Ire:4 CR kr: v _A/ -51 A &AA 425.-049818 DRYWALL SPECIALISTS 254 Union Avenue NE., Renton, WA 98059 (425) 235-7957 !NvOIC.F. NO. DATE: , A 4_ . 4.t_e .A; 44.171._ et- Vet p kaer; 4 ... 1c4.4 NyA. eetf :ke I 7 ■■•■•■••••••••••••■ rOrAt. OUE ; . RECEIVED MAY -82001 BUILDING DEPARTMENT June 16, 2000 Darryl Doak 11917 — 4th Avenue SW Seattle, WA 98146 Dear Mr. Doak: Sincerely, Brenda Holt Permit Coordinator encl xc: File No. D2000 -148 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number D2000 -148 Doak Homes — Lot 10 4225 South 116th Street This letter is inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, the Building Division, Fire Department and Planning Division have no comments at this time. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 - 3672. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 uJ. 6 D ` UO' . U G mu); w Z pi h 0 W 0- . F = uJ. I-- �. b Z U� O Z ACTIVITY NUMBER: D2000 -148 DATE: 6 -16- 2000 PROJECT NAME: DOAK HOMES LOT 10 SITE ADDRESS: 4225 116 ST Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter # 1 Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works L pi kw, fa- / _co DETERMINATI OF COMPLETENESS: (Tues., Thurs.) Complete APPROVALS OR CORRECTIONS: (ten days) Approved I Approved with Conditions U'RROUTE,DOC 5/99 PERMIT COpRp CON PLAN REVIEW /ROUTfNG SLIP Fire Prevention Structural Incomplete REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 6-20-2000 Not Applicable Comments: TUES /THURS ROUT G: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 7 -18-00 Not Approved (attach comments) n I I I I DATE: CORRECTION DETERMINATION: DUE DATE Approved Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D2000 -148 DATE: 5 -23 -2000 PROJECT NAME: DOAK HOMES LOT 10 SITE ADDRESS: XXXX 116 AVE S SUITE # XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: B i�g Divi ion Avg is P t•�l' f Works A lam'-1 -60 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTIPCG: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved with Conditions CORRECTION DETERMINATION: Approved REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Aux, (D-1 -oo Structural Incomplete ri Not Applicable Structural Review Required Approved with Conditions REVIEWER'S I ITIALS: g-r!: Onvviof 'tivl - llo -co U L Planning Division kP (o -&-uv Permit Coordinator DUE DATE: 5-25-2000 No further Review Required n DATE: DUE DATE: 6-22 -2000 Not Approved (attach comments) pi,k) DUE DATE Not Approved (attach comments) n DATE: UO .0 (ow w O . g Q g2 a 0 w w U 0. O N 0 I- ILI =0 O : ti Z U N; O z ACTIVITY NUMBER: D2000 -148 DATE: 1 -18 -01 PROJECT NAME: DOAK HOMES INC SITE ADDRESS: 4225 S 116 ST SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # XX Revision # 1 After Permit! Is Issued DEPARTMENTS: Building Division n Fire Plv ention 1,-21-41 1- -441 Publj Wgs , 1 6 0 E L Structural LIM YWKOUILWC srw DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete PLAN REVIEW /RC7U��(YIG SLIP Incomplete n TUES /THURS ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) �4� ar«tpv �,. o.. »+nti«.r.*,.r+»�o..�»,.n•.».«... wm�t�na..r+.�.. �*.,r.na.x.... . ,.....,,........ ...,»�. Planning vision wi'& Permit Coordinator DUE DATE: 1 -23 -2001 Not Applicable n Comments: No further Review Required DATE: DUE DATE 2 -20 -2001 Approved `f Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: z re w U co 0 w . J co U. w O E _ w. z �', zo D o uj U co O— CI E- wuj 0 0 z pr,mirk 1 i„„viulk,.,h kJ, City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431-3670 -;t41 *44344I .CO - + ;71=.4004 trAar:AN:rabF.14M Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1 �/ Response to Incomplete Letter # Response to Correction Letter # Revision # .. after Permit is Issued Plan Check/Permit Number: ) .24 ~— / Y RECEIVED CITY OF TI iV A JAN 3. 2001 Project Name: Do f //tJ E i / PERMIT CENTER 71 Project Address: 4/ 2 , 3 S S. 1 / 6 7 5" % C all t Contact Person: ,airy/ 2 s4A f Phone Number: 2. 2 y6 ^�a '7 Summary of Revision: (" 4440, e L S' Pee e— ' / A.9.1--4:24- AiP,peers S' r1 4 e . /9Nd t r/6 1 e' ��iccc t. isc. c. 4-1'- , 7 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: [( Entered in Sierra on 1-- B 08/30/00 City of Tukwila John W Rants, Mayor Department of Community Development Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number. D 20 I LI v Date: U - 5 - 0 1 0 ❑ Response to Incomplete Letter # ia Response to Correction Letter # ❑ Revision # after Permit is Issued Project Name: �._.6f-.E- �! ch iw t Project Address/ ! 11; "IX C/ 7 4 c ,14 Contact Person: ,� �Q/ F_ , ✓ 6 / SV . Phone Number. W9 2W/ Summary of Revision: CA /9 /fi /f- &z' Glm A,W, �Tf 01/1 e7 5 9 CZ/0 9 j )'e cI L 6- Ai e)er. /0e.97 ni u ed S'Pi.9Ar- /? 1P p� 5"44 •liar /P i�, 4° 5, Ai - /SD "'tea," �4rf os-A� S� ( � � SPnr� �0i4 o /five »i ZDf 9 v' /0 / E . - i wNt O 1 Yto i' mime,✓ to I Li:t o 91A/0 S / 0" eR 4 /d i . west s L7 /0. v/ 7/' e 019-St S o .4o* 9 O r n qr r fift /� r l cheer /, .1 Zo f 9 II d N�I1P�' / � t � y Cu l}' REr'ENED CITY OF TUKWIIA JUN 1 6 2000 PERMIT r:FbITRIa Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision at Received the City of Tukwila Permit Center by: )1 I l 1 .(tN�' C '?D Etered in Sierra on l0 p - IN 06/29/99 W aste • 206/ 431 -3670 • Far (206) 313 4665 +iMm.. p: , oR 98188 _ �s�re avant°+: wVS7n +.nCn''t�, h*HI+W:��F'4w SN : •w��n aarn .z� -41N9.2"..7:1* +.-.n z Z , v 0 ` CO 0 cn N w 0 2 g Q; N d ' I-0 z � uj D O N ' w w . U. O U N 0 � Steven' M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief Fire Department Review Control #D2000 -148 (510) June 1, 2000 Re: Doak Homes Lot 10 - 4225 South 116th Street Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The minimum fire flow and flow duration requirements for one- and two - family dwellings having a fire area which does not exceed 3,600 square feet (344.5 m2) shall be 1,000 gallons per minute (3785.4 L /min.). Fire flow and flow duration for dwellings having a fire area in excess of 3,600 square feet (344.5 m2) shall not be less than that specified in Table A- III -A -1. Exception: A reduction in required fire flow of 50 percent, as approved by the chief, is allowed when the building is provided with an approved automatic sprinkler system. (UFC Appendix III -A, sec. 5.1) Acceptance of residential fire sprinkler systems shall include field verification of GPM and residual pressures meeting or exceeding the listing for the sprinkler type. 2. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. (UFC 901.4.4) 3. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) An aisle to and working each electrical panel. 24 inches shall provide inches of working space space shall be provided for An aisle width not less than access to the panel and 30 shall be provided directly in Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 Cii of Tukwila Fire Department Page number 2 front of the panel. (NEC 110-16(a), NEC 110-16(c)) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, 51.6 The Tukwila Fire Prevention Bureau cc: TFD file ncd Steven M. Mullet, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206 -575 -4439 Re 'ential Sewer Use Certifil on (To be completed for all new sewer connections, reconnections, or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities alter February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council but is limited by state law to $10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi- annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge on this form should be referred to King County Wastewater Treatment Division at (206) 684 -1740. (Please print or type) Owner's Name . oolz S, r c�c /wig,/ / (Last, First, Middle Initial) Property Tax I.D. Number 3 3 y 7 ye d //3 Property Legal Address: Re /YAWS' Subdivision Name,//42,14,5 (.0,9"w Subdiv. # Lot # 1 U Block # Building Name �4 gemie ! Z (il applicable) Property Street Address City, State, Zip 7ii , ce e't/9 4 4 • Owner's Mailing Address J -, Hosier /Ale (If different from d above) •1( /' 7 � - i 7 4- C ve 7 W Se / 9-plee 4 1579-i Owner's Phone Number (2O ) z y6— 6s' 4 7 Property Contact Phone Number (Z.Otf ) Z y6 - 6 Cr7 Party to be Billed (if different from owner) Party's Mailing Address (if different from above) City or Sewer District / "/` Date of Connection ? Side Sewer Permit # Demolition of pre- existing building? ❑ Yes}No Demolition Permit # Signature of Owner /Representative Print Name of Owner /Representative 1057 (Rev. 2/00) White - King County Residential Customer Equivalent (RCE) For King County use: Account :# Monthly Rate Six Month Due S check appropriate box: ingle- family Duplex (0.8 RCE per unit) 1.6 O 3 -Plex (0.8 RCE per unit) 2.4 4 -Plex (0.8 RCE per unit) 3.2 C.J 5 or more (0.64 RCE per unit) No. of Units x 0.64 = ❑ Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = PERMIT CENTER For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. ( A0c) rr ) Yellow - Local Sewer Agency / Pink - Sewer Customer 1.0 - DI000- Iqe s," RECEIVED CITY OF TUKWILA MAY 2 3 2000 Date 5 �v se a: AVir MY?f txSt+ rtW r.e rn+.', e27∎∎ 4" 4 ' — ..r+ ntiw ._- ..r.4 �.,,. sa o�aa�xrma:mtrl , •e,:1nt+P.StlF�7Tn?MkP!tiapw 1 R9 1'Wm e • 09 :54 •206296. J COMPANY: • 1•16 RE: ACCO Date: - May 19. 2000 P one: 206 296 5140 Xing County Department of Assessments Acoeunttrs Division • 500 Fourth Avmue, Amin 709F Seattle, WA 98104 -2384 FAX (20) 296-0106 TO: Darryl Doaka 206 2146 6$87 FACSIMILE COVER SHEET • FROM: E1 at no Hawkins, Abytraot Technician ax: 206- 296 - 0106 ages = :ed b c uding cover page; 1 1)z000 -i DEPT OF ASSESII••..I TS PAGE 01 It. n Comment's: Aocount number 3307/40 0110 has now been segregated into two parcels 'Account 3.311710 0110 - Lot 9 of Hillmans Garden Meadows Div 1 it It 0115 Lot 10 RECEIVED CITY OF TUKWIIA MAY 2 3 2000 PERMIT CENTER Scott Noble Assessor • Neass,,,;e?�*C x��mo ssm s.n. , oms..•wv , f +tarn..ngsw,m4n srrne: sIssS nw s7 CNIAIXSI c SINIR : ! Y.Nl9WMII!M4.7n PART A: (To be completed by applicant) Site Address (Attach map and Legal Description showing hydrant location and size of main): Owner Information: nnAK HnMrs I Agent/Contact Person: Name: 11917 - 4th S.W. %VA 30110 Name: c ' !ALA4y/ jet a/p /.: S.- SEATTLE. Address: Address: //9/7 ` G / 771 1/-t- 5/e✓ Phone: 206 -- 2, L/6 -44 Phone: .2 pal,' — 2 YZ —6' C 7 This certificate is for the purposes of: Residential Building Permit ❑ Preliminary Plat ❑ Short Subdivision ❑ Commercial /Industrial Building Permit ❑ Rezone ❑ Other Estimated number of service connections and meter size(s): 0 NE 374/ Vehicular distance from nearest hydrant to the closest point of structure .3 D r ft. deNep group /6, Area is served by (Water utility district): C/ a( >c ..-../,. // i Ow r/ Signature fi e /[/a , _.-17A`/ ,_r Date: r `/ `elJ CITY OF - TUKWILA Permit Cemt.. 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 H-ha Certificate of Water Availability PROJECT #: (Required only if outside City of Tukwila water utility district) PART B: (To be completed by water utility district) The proposed project is located within (City /County) The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: (Use separate sheet if more room is needed) Based upon the improvements listed above, water can be provided and will be available at the site with a flow of qpm at 20 psi residual for a duration of 2 hours at a velocity of fps as documented by the attached calculations. I hereby certify that the above information is true and correct. . Agency /Phone By Date PART C: (To be completed by governing jurisdiction) Water Availability: ❑ Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item C2 are met. ❑ System isn't capable of providing service to this project. Minimum water system improvements: (At least equal to B2 above) (Use separate sheet if more room is needed) flECEIVED CITY OF TUKWILA Agency /Phone By MAY 23 N Date PERMIT CENTEr- WTRAVAIL.DOC 6/5/96 nrn�� =.c t= /s z w QQ : � J U O W1_ 2 w 2 co Hw z � H O z H w (. . ) ) O O - o w IO 'U z ' 0- O~ z • . • ••••‘.. • •;;;. .,„••• •-•••!•::*? - . . 1 CONTRACTOR SHALL VERIFY ALL EXISTING SIT E CONDITIONS FOR COMPLIANCE NTH "LANS AND SPECIFICATIONS. SITE GONDITONS NIGLUDE. SOIL. TOPOGRAPHY, REQUIRED SETBACKS AND IF APPLICABLE. THE DIMENSIONS OF EXISTING STRUCTURES AND 11-1E=R STRUCTURAL AND MECHANICAL COMPONENTS. THIS OFFICE SHALL BE NOTIFIED PRIOR TO CONSTRUCTION OF DISCREPANCIES, AMBIGUITIES OR OMISSIONS IN THE PL -INS. 2. WRI 11EN DIMENSIONS TAKE PRECEDENCE OVER /DRAWING SCALE, DETAILS TAKE PRECEDENCE_ OVER PLAN AND ELEVATION VIEWS. 3. ALL WORKMANSHIP, MATERIALS AND INSTALLED PRODUCTS SHALL MEET OR EXCEED THE ACCEP I t1: INDUSTRY STANDARDS AND SHALL MEET OR EXCEE THE MINIMUM RE_QUIREMEN:TS OF THE UB.G., W.S.E.G., N.E.C.,, U.P.G., U_M_C., AND ALL APPLICABLE LOCAL COD, WHICH SHALL TAKE PRECEDENCE OVER NOT SPECIFICATIONS AND DRAWINGS. 4. UNLESS A PROFESSIONAL SURVEY ACCOMPANI3✓ THE PLANS, THE PLOT PLAN WAS DRAWN FROM GENERAL SITE LANDMARKS AND IS NOT TO BE CONSTRUED AS A PROFESSIONAL SURVEY. THE CONTRACTOR SHALL TAKE FULL RESPONSIBILITY FOR MAINTAINING REQUIRED ZONING SETBACKS 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 ALOE REQUIREMENTS REQUESTED SY THE BUILDING OFFICIAL SSUTHIN HIS /HER JURISDICTION. S. THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL REQUIRED OPENINGS IN FLOORS, WALLS AND ROOF WITH PROPOSED MECHANICAL, PLUMBING AND Et Fr,TRICAL WORK. PREFABRICATED ITEMS TO BE HANDLIJ' AND INSTALL= PER MANUFACTURER'S RECOMMENDATIONS. "I. THESE DRAWINGS ARE INSTRUMENTS OF S AND ARE THE PROPERTY OF THE ARCHITECT. PROTEC I ED UNDER COMMON LAW, STATUTORY AND OTHER RES RIGHTS, INCLUDING COPYRIGHT, REPRODUCTION OR USE OF THESE SERVICE DOCUMENTS BEYOND THE SCOPE OF THIS PROJECT 15 PROHIBITED WITHOUT PERMISSION IN WRITING FROM THE ARCHITECT. GENERAL CONSTRUCTION NOTES A. SITE CONDITIONS AND SITE WORK 1. IF SOIL CONDITIONS ENCOUNTERED UPON EXCAVATION DIFF FROM THE SOIL BEARING CAPACITY OUTLINED UNDER "DESIGN LOADS ", OR IF EXCESSIVE GROUND WATER 15 PRESENT, CONTACT THIS OFFICE BEFORE PROCEEDING, ALL FOOTINGS SHALL EXTEND TO BELOW THE FROST LINE AND SHALL SEAR ON UNDISTURBED, NATIVE SOIL. 2. DO NOT BACKFILL UNTIL WALLS HAVE BEEN ADEQUATELY BRACED OR HAVE BEEN DESIGNED TO RESIST LATERAL EARTH PRESSURE. BAGKFILL MATERIAL SHALL BE GLEAN, PERMEABLE AND FREE OF ORGANIC MATERIALS. 3. INSTALL 4" DIAM. PVC PERFORATED PERIMETER. DRAINS (AS REQUIRED BY SITE CONDITIONS) IN 1 CU. FT. OF DRAIN GRAVEL PER LINEAL FOOT, AND PROVIDE SEPARATE DOWNSPOUT AND SEALED SURFACE DRAINAGE AND /OR RETENTION AS REQUIRED BY LOCAL GODES. 4. EXCAVATED SOIL TO SE STOCKPILED ON SITE U.N.O. W/ 10' MAX. HGT AND 1/1 H TO V SLOPE. B. CONCRETE 1. CENTER ALL POST FOOTINGS UNITS NOIEL AND PROVIDE 1" PLINTHS AT SLABS OR 8" PLINTHS AT EXPOSED EARTH (6" IF POST IS PRESSURE TREATED). PROVIDE 6" MIN. FROM SILL. PLATES TO FINISHED GRADE. DAMP -PROOF EASEMENT FOUNDATION WALLS WITH 2 COATS ASPHALTIC. EMULSION U.N.O. G. REINFORCING GENERAL NOTES INSTALL REINFORCING PER A.G.I_ STANDARD PRACTICE. SPLICE CORNER AND CONTINUOUS EARS WITH A MIN. OF 30 BAR DIAMETERS. MINIMUM BAR CONIC COVER: EXPOSURE TO WEATHER 2 ", TO EARTH 3 ". TO OTHER 1 ". 2. EMBED ANCHOR BOLTS A MINIMUM OF 7" U.N.O., PLACE WITHIN 12" OF ENDS. 5. NEW FOOTINGS SHALL NOT IMPOSE "UNDESIGNED" LOADS ON NEW OR EXISTING BASEMENT OR RETAINING WALLS. D. LUMBER AND FRAMING 1. FRAMING LUMBER: K.D. TO 1S% MOISTURE CONTENT, GRADED PER STD. GRADING RULES PER G.C.L.IB. OR W.W_PA. AS APPLICABLE. GRADE AND SPECIES PER FRAMING PLANS, GENERAL NOTES AND "DESIGN LOAD CHART". SILL PLATES, DECK SUB - STRUCTURES, POSTS AND BEAMS EXPOSED TO WEATHER AND ANY WOOD IN CONTACT WITH CONGRE I t SHALL BE PRESSURE TREA I E WITH AN APPROVED PRESERVATIVE. COLUMNS AND POSTS SHALL SE FRAMED TO TRUE END BEARING NTH ADEQUATE ANCHORS AT TOP AND BOTTOM 'CO AVOID UPLIFT AND DISPLACEMENT. PROVIDE LATERAL SUPPORT FOR BEAMS, RAFTERS AND JOISTS PER UBG 2506.7. PROVIDE TEMPGR.NRY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS ARE INSTALLED. 3. PROVIDE A MINIMUM JOIST BEARING OF 1 1/2" ON WOOD, 3" ON CONCRETE. 4. MULTI 2X - BUILT -UP BEAMS SHALL BE SPIKED TOLE -1ER_ UNLESS NO ED, USE 10d NAILS 0 12" O.G. STAGGERED. S. SOLID BLOCK W/ 2X 0 MIDPOINT OF STUDS OVER 10 FEET, BELOW SEARING PARTITIONS PERPENDICULAR TO JOISTS AND RAFTERS ® SUPPORTS. 6. WOOD ENTERING CONCRETE OR MASONRY SHALL HAVE 1/2" NET AIRSPACE AT TOP, SIDES AND END. 'T. DOUBLE JOISTS UNDER PARALLEL BEARING PARTITIONS AND UNDER WINDOW CRIPPLES AT CANTILEVERED FLOOR SECTIONS. 8. FIRESTOP AND DRAFTSTOP TO CUT OFF ALL CONCEALED HORIZONTAL AND VERTICAL OPENINGS BETWEEN FLOORS, FLOOR TO ATTIC, AT 10' INTERVALS HORIZONTAL BEHIND WALL FURRING, AT TOP, soTTOM AND SIDES OF STAIRS. S. GLU -LAM BEAMS SHALL SEAR A_LT.C. 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 23 -11- 5 -1 UNLESS NOTE= OTHERWISE ON FRAMING PLANS OR ON SHEARWALL SCHEDULE. ALL NAILS SHALL SE COMMON WIRE NAILS. 3. USE CUT WASHERS AT BOLTED CONNECTIONS. CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED OR HAVE APPROVED COATING. ROOFING SHALL BE FASTENED NTH CORROSION - RESISTANT FASTENERS. F. PLYWOOD AND DIAPHRAGM NAILING 1. ALL PLYWOOD FOR STRUCTURAL USES SHALL CONFORM AND BEAR A GRADING STAMP OF THE AMERICAN PLYWOOD ASSOCIATION(APA) AND NAIL PER LEO TABLE 23- 11 -B -1 0NO 2. PROVIDE DIAPHRAGM SHEATHING AND NAILING AS FOLLOWS UNLESS NOTED ON PLANS: FLOOR SHEATHING SHALL SE TIES 3/4" C -D -EXT -APA PLYWOOD NTH EXT. GLUE, P.1. 32/16, GLUE TO JOISTS AND NAIL WITH 10d @ 6" 0/C EDGES, 1Od ® 10" 0/C FIELD_ ROOF SHEATHING SHALL BE 15/32" C -D -INT -APA PLYWOOD WITH EXTERIOR GLUE, P.I. 24/0, NAIL Ed ® 6" 0/C EDGES, Sd 0 12" 0/C FIELD G. VENTILATION AND ACCESS 1. VENTILATE CRAWL SPACES AND OVERHANGING FLOORS WITH SCREENED OPENINGS NOT LESS THAN 1 SQ. FT.(NET FREE) FOR EACH 150 SO. FT. OF UNDER FLOOR AREA. DISTRIBUTE OPENINGS APPROXIMATELY EQUAL ALONG THE LENGTH OF AT LEAST TWO OPPOSITE SIDES AND COVER NTH 1/4' CORROSION RESISTANT WIRE MESH AT CRAWL SPACE OPENINGS. 2. VENTILATE ATTIC SPACES NTH CROSS VENTILATION EQUAL TO 1/150TH OF THE ATTIC AREA(NET FREE . EXCEPT THE AREA MAY BE 1 /300TH, PROVIDED AT LEAST 50% OF THE REQUIRED VENT AREA IS 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 50 ", INSULATE AND WEATHER - STRIP. 4. PROVIDE 18" 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, GLAZING IN DOORS, GLAZING WITHIN A 24" ARC, OF CLOSED DOOR, GLAZED AREAS > SQ. FT. WHEN LESS THAN 15" ABOVE FLOOR OR WALKING SURFACE AD AS DESCRIBED IN U.B.C. 24065, " - STY GLAZING 15 REQUIRED TO BE PERMANENTLY 1 -1, .P'_: "' PER UBG 2406.2. ELECTRICAL 1. EL EGTRICAL CONTRACTOR SHALL EVALUATE AND DETERMINE ADEQUACY OF EXISTING AND PROPOSED ELECTRICAL SERVICE AND PROVIDE REQUIRED CIROJITS AND AMPERAGE PER N.E.G., STATE AND LOCAL ENE O Y CODES, AND MANUFACTURER'S SPECIFICATIONS FOR. PROPOSED PRODUCTS, APPLIANCES AND EQUIPMENT. SEPARATE PERMIT REQUIRED. J. MECHANICAL 1. WARM AIR FURNACE OR GAS H.W. 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 16" HIGH PLATFORM_ S. AIR DUCTS PENETRATING GARAGE TO HOUSE SEPARATION SHALL BE 26 GAUGE MINIMUM OR SHALL HAVE APPROVED DAMPERS. 4. DUCTING SHALL MEET U.M.G. STANDARDS AND SYSTEMS ARE TO BE BALANCED. CONTRACTOR SHALL PROVIDE MECHANICAL DUCTING DIAGRAMS /SHOP DRAWINGS, EQUIPMENT SIZING, HEAT LOSS CALCULATIONS AND MANUFACTURER'S DATA ON EQUIPMENT EFFICIENCY FOR ARCHITECT'S REVIEW. 5. BATHROOMS, LAUNDRY ROOMS, KITCHENS AND SPA ROOMS SHALL HAVE MECHANICAL EXHAUST N RIGID DUCTING TO EXTERIOR, WITH A BACKDRAFT DAMPER, GAF/ABLE OF 5 AIR CHANGES PER HOUR. SEE ENERGY AND INDOOR AIR QUALITY NOTES FOR FAN VOLUME AND SONS RATING. SEPARATE PERMIT REQUIRED, R . 1. PLUMBING CONTRACTOR SHALL SIZE ALL '_.:c AND VENTS PER U.PC. 2. HOT WATER TANKS SHALL BE SIZED NDUSTY STANDARDS FOR PROPOSED 'ESE AND BE LABELED NAECA APPROVED 3. FLOW RATES TO COMPLY WITH MAC 5 -A6 SECTION 402.0 TOILETS: 1.6 GPF(MAX), SHOWERS: 2.5 GPM(MAX), LAVATORIES /FAUCET: 2.5 GP' (MAX)_ 3. PROVIDE SEISMIC STRAPS AND PRESSURE RELIEF VALVES(PLUMBED TO OUTSIDE) AT HOT GA, =< TANKS. SEPARATE PERMIT REQUIRED. L. MOISTURE CONTROL 1. SHOWERS SHALL HAVE AN APPROVED HARD. SMOOTH AND WATER R SURFACE TO A HEIGHT CF 70° ABOVE DRAIN INLET_ 2. PROVIDE WATERPROOF BOARD OR GLASS MESH MORTAR UNITS BEHIND TILE AT SHOWER SURROUNDS. TILE SHOWERS WITH A SITE - BUILT PAN SHALL SE FILLED AND LEAK i ESTED FOR 12 HOURS. PROVIDE MILDEG R`SIS T AN T CAULK AT ALL TILE ACCSORI M. BATH SAFETY 1. HINGED SHOWER DOORS SHALL OPEN OIJ'Wr'RD AND ENCLOSUR'S' SHALL BE FULLY TEMPERED OR LAMINATED SAFETY GLASS, MINIMUM THICKNESS = 1/5" TEMPERED, t/4 LAMINATED AND MEET U.S.C. STANDARDS_ 2. FLOOR TILES AT SHOWED AND WET AREAS SHALL EE SKID - RESISTANT. 3. PROVIDE SECURE SLOGKING FOR ALL GRAB EARS PER PLAN, CAPABLE OF SUPPORTING A 300. IMPACT LOAD. N. TRUSSES 1. PRE - FABRICATED TRUSSES. SHALL_ BE DESIGNETi BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINE AND IN ACCORDANCE WITH THE PLAN REC 1REMEN TS. SUBMIT COMPLETE SHOP DRAWINGS WITH ENGINE R'S SEAL FOR APPROVAL PRIOR TO FABRICATION. TRUSSES MUST SE STAMPED BY AN APPROVED MANUFACTURER OR BY A QUALITY CONTROL AGENCY SUCH AS WASHING -TON Y4F.200 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 Ira/ FROM TRUSS WITH SAMPSON ETC FASTENERS. 4 . TRUSSES SHALL BE HANDLED AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS_ O. SKYLIGHTS 1. GLAZING SHALL SE INSULATED, TEMPERED GL AS LAMINA 1 EJ GLASS(BOTTOM) AND i /S2" 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 CONDENSATION GUTTER AT THE LOWER END. INSTALL PE, ,- ANU'FACTURER'S INSTRUCTIONS, FINISH AND FLARE BRl I l0 GHUNG PER PLANS. P. EMERGENCY EGRESS 1. EVERY SLEEPING ROOM AND BASEMENT SHALL. HAVE AN EXIT DOOR TO THE EXTERIOR OR A MINIMUM OF ONE WINDOW WHICH MEETS T<. rOLLOWING REQUIREMENTS: MAXIMUM SILL HEIGHT OF 44 ", NET CLEAR OPENING AREA OF 5.7 SQ. FT., MINIM -'UM CLEAR HEIGHT OF 24 °, MINIMUM CLEAR WIDTH OF 20" AND SHALL BE OPERABLE FORM THE INSIDE WITHOUT SPECIAL TOOLS OR KNOWLEDGE,. Q. SMOKE DETECTORS 1. SMOKE DETECTORS SHALL BE PROVIDED IN EACH 51 EPPING ROOM AND SHALL BE INSTALL= F7 PER MANUFACTURER'S RECOMMENDATIONS, MOUN 1 rJ ON THE CEILING OR WALL CENTRALLY LOGA I rJ IN THE CORRIDOR OR AREA GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN STRUCTURES NT/ 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 LOGA1EL) ON LOWER LEVEL, THEN SMOKE OE I EGTORS ARE REQUIRED ON 50TH LEVELS. ALL SMOKE DE t EG T ORS SHALL SE AUDIBLE IN 51 FE ROOMS_ 2. SMOKE DETECTOR IN NE^L CONSTRUCTION SHALL BE DIRECT WIRED TO BUILDING POWER WITHOUT A DISCONNECT SWITCH OTHER THAN FOR OVE¢GURRENT PROTE : T ION AND MUST HAVE BATTERY BACK -UP. ALL OTHERS MAY SE BA I I CRY OPERATED_ R. SECURITY 1. PROVIDE SECURITY AT ENTRANCE AND GARAGE DOORS WITH A MINIMUM 1/2" THROW DEAD BOL WITH LOCKS OPERABLE WITHOUT SPECIAL KNOWLEDGE OR TOOLS. 2. PROVIDE OBSERVATION PORT 0 54" -66" OFF FLOOR AT UNGLAZED ENTRY DOORS. 3. PROVIDE SECURITY FOR WINDOWS < 10' FROM FINISHED GRADE_ S. GARAGE SEPERATION 1. GARAGE/DWFI I ING SEPERATION SHALL CONSIST OF FIRETAPED 5/8" GWB, 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 BO OR = SHALL USE 2 LAYERS 1/2" GINS 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 TO DWELLING SHALL BE 1- 3/8" SOLID CORE, TIGHT FITTING AND SELF - CLOSING.] T. STAIRS AND GUARDRAILS 1. PROVIDE A STAIRWAY WIDTH OF 36" MINIMUM, RISER HEIGHT OF 3" MAXIMUM, MINIMUM TREAD LENGTH OF 8" AND A 3/8" MAXIMUM VARIATION. 2. STAIRWAYS < 44" IN WIDTH MAY HAVE ONE HANDRAIL UNLESS BOTH SIDES ARE OPEN. 3_ HANDRAILS SHALL BE PLACED 34" TO 38" OFF NOSING AND SPACED 1 -1/2" MINIMUM OFF WALL WITH A 1 -1/2" TO 2" DIA.t S 1 G¢, SMOOTH GRASP AND A NEWEL OR RTJRN AT ENDS. 4_ PROVIDE 6' -8" MINIMUM CLEAR HEADROOM ABOVE STAIR NOSING. 5. PROVIDE GUARDRAILS FOR AREAS SO" ABOVE GRADE OR ADJACENT FLOORS, WITH A MINIMUM HEGHT OF 36" AND INTERMEDIATE BALUSTERS OR RAILS SPACED 50 THAT A 4" SPHERE CANNOT PASS THROUGH. 6. ENCLOSED USABLE SPACE UNDER STAIRS SHALL HAVE 5/5" GAS, TYPE "X" FIRETAPED ON WALLS AND SOFFITS. PROVIDE FIREBLOCKING IN CONGEALED SPACES BETWEEN STAIR STRINGERS AT TOP AND BOTTOM OF RUN AND BETINEE4 STUDS ALONG AND IN LINE WITH RUN OF STAIRS, IF THE WALL UNDER THE STAIRS ARE UNFINISHED. U. SOUP 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 ACCESSIBLE DAMPER CONTROL, OUTSIDE COMBUSTION FOR AIR AT FRONT OF FIRE BOX AND A 3/6" THICK (MIN) NON - COMBUSTIBLE HEARTH EXTENSION WHICH 15 READILY DISTINGUISHABLE FROM SURROUNDING FLOOR. HEARTH EXTENSIONS PER V. 6 BELOW. 3_ PROVIDE CHIMNEY CLEARANCES AND SIZE PER U.M.G. AND W.AB.O. STANDARDS FOR INSTAL I ATlON OF SOLID FUEL BURNING APPLIANCES. 4. PROVIDE SEISMIC ANCHORAGE FOR METAL FIREPLACE -CHIMNEYS. CHIMNEYS TO BE ANCHORED AT EACH JOIST NTH (2) 1/2" X 1/8" METAL STRAPS LOOPED AROUND THE OUTSIDE OF THE CHIMNEY AND INSTALLED AND NAILED NTH (6) 8d 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 AIR. 3. MAXIMUM TEMPERATURES, FLUE LINING. FLUE SIZING, I -- RMINATION HEIGHT AND CLEARANCES TO COMBUSTIBLES SHALL. COMPLY WITH USG TABLE 31 -B AND 31=A. 4. SEISMIC ANCHORAGE SHALL BE PROVIDED FOR MASONRY CHIMNEYS AT EXTERIOR MALLS PER UBG 3102.4.3. 5. CLEARANCE TO COMBUSTIBLE MATERIAL: 2" FROM FIREPLACE SMOKE CHAMBER AND CHIMNEY WALLS, 8" FROM FIREPLACE OPENING AND COMBUSTIBLE MATERIAL WITH 12" OF OPENING SHALL NOT PROJECT MORE THAN 1 /6" PER INCH OF CLEARANCE FROM OPENING. b. HEARTH EXTENSION SHALL BE 4" MINIMUM THICK NON- COMBUSTIBLE MATERIAL. HEARTH EXTENSIONS SHALL EXTEND 16" FORM THE FRONT OF AND 8" BEYOND THE SIDES OF THE FIREPLACE OPENING. IF THE OPENING 15 GREATER THAN 6 5Q. 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. "M. ENERGY NOTES PER 199 NL:EC 1. EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS 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- STRIFFED 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, C.OUNTERFLASHING AND COPING, WHEN OF METAL, SHALL BE NOT < 26 GA CORROSION RESISTANT METAL_ 2. PROVIDE VAPOR BARRIERS AT HEATED SIDE OF INSULA I ED ASSEMBLIES EXCEPT AT INSULATED GALLS WITH W.P. WALL BOARD AND AT SHOWER CEILINGS. 3. PROVIDE b 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, WALLS AND ROOF PER PLAN. 5. FACED INSULATION TO BE FACE STAPLED. 6. INSULATE HOT AIR DUCTS IN NON - HEATED SPACES PER TABLE 4-16 (R -4). - I. INSULATE 24" OF PERIME 1 ER OF SLABS AT HEATED ROOMS WITH R -10 RIGID INSULATION. 8_ INSULATE HOT WATER PIPES PER TABLE 4 - TI. S. PROVIDE 2.5 G.P.M. FLOW, RESTRIGTORS AT SHOWERS. 10. WATER HEATERS SHALL MEET 1.151 NAECA. 11. ELECTRIC HW TANKS IN NON- HEATED SPACES SHALL BE PLACED ON 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 F'ROVIDE SIZING AND HEAT LOSS GALLS. 13. RECESSED LIGHTING SHALL BE TYPE 1C 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. TD2OoOI1S X. VENTILATION AND INDOOR AIR QUALITY PER VIAQ 1987. 1. INTEGRATED WHOLE HOUSE VENT SYSTEM FOR THE INTERMITTENTLY OPERATED INTEGRATED FORCED AIR HEATING SYSTEM. A. SOURCE SPECIFIC VENTILATION REQUIREMENTS 1. EXHAUST FAN REQUIREMENTS: BATHROOMS, LAUNDRIES AND POWDER ROOMS SHALL HAVE MINIMUM 50 GEM( E .25 W.G. KITCHENS SHALL HAVE MINIMUM 100 GFM E .25 W.G. RANGE HOOD FANS. 2. EXHAUST DUCT REQUIREMENTS: DUCTS TO BE INSULA ILL, TO R -4 IN UNCONDITIONED SPACES, BE EQUIPPED WITH A BAGKDRAFT DAMPER TERMINATE OUTSI THE BUILDING ENVELOPE AND COMPLY WITH TABLE 3.3 VIAQ CODE. NOTE: IT 15 RECOMMENDED BY KING COUNTY TO INSTALL A CENTRALLY LOGO I E' WHOLE HOUSE EXHAUST FAN WITH A MAXIMUM SONE RATING OF 1.5 AND SIZED ACCORDING TO TABLE 3 -2 VIAQ AND CONNECTED TO THE AUTOMATIC CONTROL TIMER. THIS MILL FACILITATE FRESH AIR DISTRIBUTION AND REDUCE THE POSSIBILITY OF MOISTURE LADEN AIR BEING DRIVEN INTO THE BUILDING. INTERIOR DOORS SHOULD BE UNDERCUT 1/2" ABOVE THE FINISHED FLOOR. DESIGN LOADS CODES UNIFORM BUILDING CODE 1/4/TT EDITION d AMENDMENTS WITH ,BUILDING CODE AMENDMENTS, IF APPLICABLE '°t;i ' * =. T 1/1/T1 WASHINGTON STATE ENERGY CODE WAG 51 -11 LIVE LOADS FLOOR: 40 PSF, ROOF: 25 PSF, ATTIC: 15 PSF, STAIRS: 100 PEF DECKS: 40 PSF, BALCONIES SO PSF.GUARDRAILS: 20# PLF AT TOP OF RAIL SEISMIC ZONE: 3. BASIC MIND SPEED: 80 M?H, EXPOSURE B (UNO) SOIL L BEARING CAPACITY ASSUMED Al" 2000 PSF (UNO) IN PLANS OR A SOILS REPORT FY A QUALIFIED SOILS ENGINEER. EARTH PRESSURE ASSUMED AT 60 PCF EQUIVALENT FLUID PRESSURE FOR BASEMENT WALLS AND 30 PCF FOR CANTILEVER RETAINING WALLS. CONCRETE MINIMUM COMPRESSIVE STRENGTH: 2500 P51 AT 26 DAYS (UNO). 5 1/2 SACK CEMENT PER CU/YD, MAX. b GAL. WATER PER SACK. MAXIMUM SLUMP 4 ", MAXIMUM AGGREGATE SIZE 1 - RETAINING WALL: 2500 PSI AT 26 DAYS, 5 1/2 SACK CEMENT PER CU/YD. EXTERIOR WALKS AND SLABS TO BE AIR ENTRAINED (5 %). REINFORCING STEEL ASTM A - 615 GRADE 40 FRAMING LUMBER (UNLESS OTHERWISE NOTED ON PLAN) PLATES AND SILLS STUDS JOISTS AND RAFTERS POSTS AND HEADERS BEAMS GLU -LAM BEAMS (SIMPLE SPAN) GLU-LAM BEAMS(CANTILEVER) DECK JOISTS DECK BEAMS METAL CONNECTORS " SIMPSON" BRAND OR AN 1050 EQUIVALENT MASONRY, GR. 40 LtJc HEt:EIVED CITY OF TUKWILA PERMIT C1E=NITER ,HF #2 OR BTR(FT HF "STUD GRADE" HF #2 DF #2 OF %1 2.4F -V 24F -Vf P.T. HF3` P.T. HF .# 7X MORTAR: TYPE 5, 1 PG, 1/2 LIME PUTTY, 4 AND. STEEL: 1 ABBREVIATIONS /GENERAL C;ON` RUCTION AB. ABV ALT BD. BLK'S BM GANT. CB. CDR G.J. GL GLR COM COMP GONG CONT D.B. DBL DIAM E.E. E.S. 3JN. ESC EXP EXT FIN F.G. F.J. F.F.L. FOE FP FTC, GLB GL GR. GWB HD HDR HR HGT. H.L. HW ANCHOR BOLT ABOVE ALTERNATE BOARD BLOCKING BEAM CANTILEVER CARRIAGE BOLT G CEILING JOIST CENTERLINE CLEAR COMMON COMPOSITION CONCRt I t CONTINUOUS PENNY DEADBOLT DOUBLE DIAMETER EACH END EACH SIDE EACH WAY EXISTING EXPOSED EXTERIOR FINISH FIBERGLASS FLOOR JOIST FINISHED FLOOR LINE FACE OF STUD FIREPLACE FOOTING GLU -LAM BEAM GLASS /GLAZING GRADE GYPSUM WALLBOARD HOLDOFIN HEADER HANDRAIL HEIGHT HEAT LAMP HOT WATER ABBREVIATION S/ELEGTRIGAL/M EGHAN IGAL/ LIGHTING ESM ESP U .G. ES^IH EBB L.P. VTO CFM ELECTRIC SERVICE METER Fl FCTRIC SERVICE PANEL UNDERGROUND ELECTRIC WALL HEATER ELECTRIC BASEBOARD LOCATE PER OWNER VENT TO OUTSIDE CUBIC FEET PER MINUTE ELECTRICAL/ MEGHANIGAL/ LIGHTING SYMBOLS SWITCH 3 Fl Y SWITCH DIMMER SWITCH TIMER SWITCH DUPLEX OUTLET HALF SWITCHED SPEC,. APPLIANCE FLOOR OUTLET 2.20v OUTLET WATERPRF OUTLET GFIC OUTLET INCL. NT LAM MAX MB. MIN INC. NTS O _A. O.C. C.H. 0SB P B.O. PL P.T. PW R RELOC REO'D Rss R v. R.S. S-C. 5i-IT SH SKY SLUG T #) T. B. T.PL. TYP TIC, UNPiN. U.N.O. V.B. V.G. WD W.I. W.P. GFIC 512 W.S.L H.S. G.O. C.A.R. ELECTRIC PANEL ELECTRIC METER SMOKE DETECTOR EXHAUST FAN CABLE JACK DOOREFI I /CHIME PHONE JACK TH ERi- iOSTAT HEAT REGISTER ELEC. EASE SD INCLUDE IN I - ERIOR LAMINATED LINEN MAXIMUM MACHINE BOLT MINIMUM INCLUDE NOT TO SCALE OVERALL ON CETf I t�R OVERHANG ORIENTED STRAND BOARD PROVIDED BY OWNER PLATE PRESSURE TREA I EL) PLYWOOD RISER RELOCATE REQUIRED ROD AND SHELF ROUGH OPENING ROUGH SAWN SOLID CORE SHEET SHELF SKYLIGHT SLIDING SHEARFIALL TREAD TIE DOWN ( TOWEL BAR TOP PLATE TYPICAL TONGUE AND GROOVE UNFINISHED UNL NO - I tv OTHERWISE VAPOR BARRIER VERTICAL GRAIN WOOD WROUGHT IRON WATER PROOF GROUND FAULT INTERRUPT CIRCUIT SMOKE Dt I tCTOR WATER SERVICE LINE HOSE BIBB CLEAN OUT COLD AIR RETURN ri sa SURFACE LIGHT WALL MNT. LIGHT RECESSED LIGHT CHANDELIER FLUORESCENT TRACK LIGHT FULL CHAIN LIGHT GAS METER FLOOR DRAIN HOSE BIBB TABLE 23- 1i -B -1 997 1JN1FOSM BUILDING CODE 'Common or box nails may be used except where other•.ytse stated. 'Nails spaced at 6 inches (152 mm) on center at edges, 12 inches (3(15 mm) at intermedi: to supports except 6 inches (152 mm) at all supports where spans are 48 inches (1219 mm) or more. For nailing of wood structural panel and particleboard dtcei cagms and shear walls, refer to Sections 231533 and 2315 -4. Nails for wall sheathing may be common, box or casing. 'Common or deformed shank. °Common. 'Deformed shank. 'Corrosion- resistant siding or casing nails conforming to the requirements of Section 2304.1 'Fasteners spaced 3 inches (76 mm) on center at exterior edges and 6 inches (152 mm) on enter at intermediate supports. BCorrosion- resistant rooting nails with 7 /16- inch - diameter (11 mm) head and 1 -inch (38 mm) length for 1 13 -inch (12.7 mm) sheathing and t -inch (44 mm length for 25 /32 -inch (20 mm) sheathinp to the requirements of Section 23043. 'Corrosion- resistant staples with nominal '116 - inch (11 mm) crown and 1 -inch (29 mm) length for 1 12 -inch (127 mm) sheathing and 1 (38 rem) length for 25 /32 -inch (20 mm) sheathing conforming to the requirements of Sectmn 23043. 1 °Panel supports at 16 inches (406 mm) [20 inches (508 mm) if strength axis in the long direction of the panel. unless otherwise marked]. Casing or finish nails spaced 6 inches (152 mm) on panel edges, 12 inches (305 mm) at intermediate supports - itPanei supports at 24 inches (6113 mm). Casing or finish nails spaced 6 inches (152 mm) on panel edges. 12 inches (305 earn) at intermediate supports. DOOO AC - RECEIVED CITY OF TUKWII,.A PERMIT DATE SHEET HALING' CONNECTION L 1. Joist to sill or girder, toenail 3$d 7-8d 1 2 Bridging to joist, toenail each end 3. 1" x 6" (25 mm x 152 mm) subfloor or less to each joist, face nail 2 -34 3-84 m x 152 mm) subfloor to each joist, face nail 4. Wider than 1" x 6" (25 m 8 - 1 5. 2" (51 mm) subfloor to joist or girder, blind and face nail 6. Sole plate to joist or blocking, typical face nail Sole to lout or blocking, at braced wall panels 164 at 16" ;4 mm) 3 -lbd pet 16 " (406 mmj plate 7. Top to stud, end nail 2-16d plate 8. sole plate 4-84, toenail or 2 -16d, end nail ac e nail - Douou bl l e studs, fac e 9. D 164 at 71" (610 mm) o.c. 1 p plates, typical (ace nail 10 Doubted top Double top plates, lap splice at 16" (406 mml o.c. 3 -i6d IL Blocking between joists or rafters to top plate, toenail 3-8d 12. Rim joist to top plate, toenail Bd at 6" (152 mm) o.c. 13. Top lops and iotersections. face nail 2-16d plates, 14. Continuous header, two pieces 16d at 16" (406 mm) O.c. along each cage 15. Ceiling joists to plate, toenail 3-8d 16. Continuous header to stud, toenail 3 - 8 , 17. Ceiling joists, laps over partitions, face nail 34I3d 64 18. Ceiling joists to parallel rafters, face nail 3 -1 -164 19. Rafter to plate, toenail 2-3d 20. 1" (25 mm) brace to each stud and plate, face nail -Sd 21. 1" x 8" (25 mm x 203 mm) sheathing or less to each bearing, face nail 3-84 1 22. Wider than 1" x 8" (25 ntm x 203 mm) sheathing to each bearing, face nail 164 at 24 (610 mm) at_ 23. Built -up comer surds 24. Built -up girder and beams 20d at 32" (813 mm) o.c. at top and bottom and staggered 2 -204 at ends and at each splice S. 2" (51 mm) planks 2 -166 at each bearing 26. Wood structurai panels and particieboard. Subfloor and wall sheathing (to learning): 1 /2" (12.7 mm) and less 19 132" 3 /4" (15 mm -19 mm) 7 / 8 " -1" (22 mm -25 mm) 1 " -1t/4" (29 mm -32 mm) Combination subfoor- underlayment (to framing): 3 14" (19 mm) and less ' 7 /8 " -1" (22 mm -25 mm) 1 -1 (29 ram-32 mm) 6:13 8d° or 64 64 IOd pr 8d 6c0 5 Sd 111d or 84 27. Panel siding (to framing) I / (12.7 mm) or less 5 / (16 mm) bdb 6d 28. Fiberboard sheathing: ' / (12.7 mm) 25 132' (20 mm) No. 11 ga. 6d4 No. 16 ga. No. 11 ga 3 34 No. 16 ga.' 29. Interior paneling 1 /4" (6.4 mm) 3 (9.5 n:1,4 • 44 64 ABBREVIATIONS /GENERAL C;ON` RUCTION AB. ABV ALT BD. BLK'S BM GANT. CB. CDR G.J. GL GLR COM COMP GONG CONT D.B. DBL DIAM E.E. E.S. 3JN. ESC EXP EXT FIN F.G. F.J. F.F.L. FOE FP FTC, GLB GL GR. GWB HD HDR HR HGT. H.L. HW ANCHOR BOLT ABOVE ALTERNATE BOARD BLOCKING BEAM CANTILEVER CARRIAGE BOLT G CEILING JOIST CENTERLINE CLEAR COMMON COMPOSITION CONCRt I t CONTINUOUS PENNY DEADBOLT DOUBLE DIAMETER EACH END EACH SIDE EACH WAY EXISTING EXPOSED EXTERIOR FINISH FIBERGLASS FLOOR JOIST FINISHED FLOOR LINE FACE OF STUD FIREPLACE FOOTING GLU -LAM BEAM GLASS /GLAZING GRADE GYPSUM WALLBOARD HOLDOFIN HEADER HANDRAIL HEIGHT HEAT LAMP HOT WATER ABBREVIATION S/ELEGTRIGAL/M EGHAN IGAL/ LIGHTING ESM ESP U .G. ES^IH EBB L.P. VTO CFM ELECTRIC SERVICE METER Fl FCTRIC SERVICE PANEL UNDERGROUND ELECTRIC WALL HEATER ELECTRIC BASEBOARD LOCATE PER OWNER VENT TO OUTSIDE CUBIC FEET PER MINUTE ELECTRICAL/ MEGHANIGAL/ LIGHTING SYMBOLS SWITCH 3 Fl Y SWITCH DIMMER SWITCH TIMER SWITCH DUPLEX OUTLET HALF SWITCHED SPEC,. APPLIANCE FLOOR OUTLET 2.20v OUTLET WATERPRF OUTLET GFIC OUTLET INCL. NT LAM MAX MB. MIN INC. NTS O _A. O.C. C.H. 0SB P B.O. PL P.T. PW R RELOC REO'D Rss R v. R.S. S-C. 5i-IT SH SKY SLUG T #) T. B. T.PL. TYP TIC, UNPiN. U.N.O. V.B. V.G. WD W.I. W.P. GFIC 512 W.S.L H.S. G.O. C.A.R. ELECTRIC PANEL ELECTRIC METER SMOKE DETECTOR EXHAUST FAN CABLE JACK DOOREFI I /CHIME PHONE JACK TH ERi- iOSTAT HEAT REGISTER ELEC. EASE SD INCLUDE IN I - ERIOR LAMINATED LINEN MAXIMUM MACHINE BOLT MINIMUM INCLUDE NOT TO SCALE OVERALL ON CETf I t�R OVERHANG ORIENTED STRAND BOARD PROVIDED BY OWNER PLATE PRESSURE TREA I EL) PLYWOOD RISER RELOCATE REQUIRED ROD AND SHELF ROUGH OPENING ROUGH SAWN SOLID CORE SHEET SHELF SKYLIGHT SLIDING SHEARFIALL TREAD TIE DOWN ( TOWEL BAR TOP PLATE TYPICAL TONGUE AND GROOVE UNFINISHED UNL NO - I tv OTHERWISE VAPOR BARRIER VERTICAL GRAIN WOOD WROUGHT IRON WATER PROOF GROUND FAULT INTERRUPT CIRCUIT SMOKE Dt I tCTOR WATER SERVICE LINE HOSE BIBB CLEAN OUT COLD AIR RETURN ri sa SURFACE LIGHT WALL MNT. LIGHT RECESSED LIGHT CHANDELIER FLUORESCENT TRACK LIGHT FULL CHAIN LIGHT GAS METER FLOOR DRAIN HOSE BIBB TABLE 23- 1i -B -1 997 1JN1FOSM BUILDING CODE 'Common or box nails may be used except where other•.ytse stated. 'Nails spaced at 6 inches (152 mm) on center at edges, 12 inches (3(15 mm) at intermedi: to supports except 6 inches (152 mm) at all supports where spans are 48 inches (1219 mm) or more. For nailing of wood structural panel and particleboard dtcei cagms and shear walls, refer to Sections 231533 and 2315 -4. Nails for wall sheathing may be common, box or casing. 'Common or deformed shank. °Common. 'Deformed shank. 'Corrosion- resistant siding or casing nails conforming to the requirements of Section 2304.1 'Fasteners spaced 3 inches (76 mm) on center at exterior edges and 6 inches (152 mm) on enter at intermediate supports. BCorrosion- resistant rooting nails with 7 /16- inch - diameter (11 mm) head and 1 -inch (38 mm) length for 1 13 -inch (12.7 mm) sheathing and t -inch (44 mm length for 25 /32 -inch (20 mm) sheathinp to the requirements of Section 23043. 'Corrosion- resistant staples with nominal '116 - inch (11 mm) crown and 1 -inch (29 mm) length for 1 12 -inch (127 mm) sheathing and 1 (38 rem) length for 25 /32 -inch (20 mm) sheathing conforming to the requirements of Sectmn 23043. 1 °Panel supports at 16 inches (406 mm) [20 inches (508 mm) if strength axis in the long direction of the panel. unless otherwise marked]. Casing or finish nails spaced 6 inches (152 mm) on panel edges, 12 inches (305 mm) at intermediate supports - itPanei supports at 24 inches (6113 mm). Casing or finish nails spaced 6 inches (152 mm) on panel edges. 12 inches (305 earn) at intermediate supports. DOOO AC - RECEIVED CITY OF TUKWII,.A PERMIT DATE SHEET , i , • ,....../. ( MAX /q..4- ( / 1, ---(/ -- /-,-. ) • if (l a • ' `\ A / A ig-s" pbove grA-ci( \ L i if C071,C-. 5/R-6 60 V., \ (93 p /t cart e trea_ 1.1 « 0. 6 en to ru©e Li\ - 61--1K--1 LI F7 t I 1 ciou.101-e SI ■■■ Dam° - FLOOR TIES/ HOLL,OYiNS SIMPSON U.N.Q. Hvu'Jc- oJOI - - 1 / / PERkir RECEIVED CITY OF TUKWILA - - - - SHEET r DATE STRAP N NAILING , ,HOLDOY A STUD H HOLOONIN NOTES -AL S f [ ) - 1- . . - I • •-• 1 /e4 + 1 -1-'1-2-z. 1 - . 1 17 ,.2., ,,,-- , ,..,-,,,, , ,_4__-„), ,. -` , G; , ‘,: . . ,e7 --- 16 , ... . . , - A ....... V ............. „ t • 1- r v SHEARY1ALL SCHEDULE- STUD FRAMING MARK O SHEATHING N NAILING N NAILING S SHEAR FLOW NAILING S SILL PLATE 7 FW ' h hi 10 J J i" 1 1 1 e-- 4 'A 225 I 1 -o' - -11 ?` I '''' f 1- °" /-I 1 7/1 Cr" ,9-7e • e.7-1- 4 ' • l i I %, cle-Ca , / /.. 1 i ,,,•i , , ‘1,_ezi__.,-- - r-- , ,,:i t....,i-e;k_.. I I , ! , • \,/,,z-4 i is 7, z it r7a f f,,,,.i. e R * e 1 Z., I I (...A2. .4" N i 7 AV / 197-.3'.-6'." , .4 ,- 1 - -- i e j • L -6, t 7Ac,) 7 7 ' 2- 1/2),." • if (l a • ' `\ A / A ig-s" pbove grA-ci( \ L i if C071,C-. 5/R-6 60 V., \ (93 p /t cart e trea_ 1.1 « 0. 6 en to ru©e Li\ - 61--1K--1 LI F7 t I 1 ciou.101-e SI ■■■ Dam° - FLOOR TIES/ HOLL,OYiNS SIMPSON U.N.Q. Hvu'Jc- oJOI - - 1 / / PERkir RECEIVED CITY OF TUKWILA - - - - SHEET r DATE ' -Jo ■ 4. 4, t.-1 \A ki...■ ..-t;i6,1--, , vi ti 12 NI t--161 rr 56 ' 1 W/ Wc- Hqj -r-4 1' ' CI t 1 12)/ 7/24 (11 b1,0/ 2:44 61-(6i46tT a l '-"g-'!,-1v „,r--. .x 1 i , , , ,,o,;.,,,----,' -, 2 27( v '`.) Rz.97 `../ „ /..,7\/ :E L.4- Z -- L-97-, 1- ' I7 Kb- 1--1 Il • Fp. ,2 o I- I.;/?, /1 • rC AJ _ D Ti DOD` 1 i . 5-93 / 0,16V 0-04. , = 4 (021 N / I 1 I I .-.- 1 71 ....„62 H /c3 (-5 & ° '4 — ii 1 11 3 / • „ S to- 6 f.k1G. • Ft ECEIVED CITY OF TUKWIL A FERMI cc,- 1111111D �' • r*z-- ii +),€='• W v" 4 Ii 11 O F,1 (vo - rh U Imo' az- l ,,_ C d I II I II i II v..... ' . 1 T7 , !E N tse _ Wja 2_, 4 I / l L x or ,_ ' • , s.,. t. - UMW I I�� Gi -- � , l /CZ t . \ I i 1 , II al 0 1111M111 I � ii I 51 III III 1 j - 1 I J .I i 1111111101101111MIIMUNIMM I ! , 47 i I Z z4- G 4-L-) 2).42. 2-4 oG 2 • 1Z m • li 4 nECEIVEE' CITY OF TUKWILA PERNITc '&35 i SHEET 11 O F,1 (vo - rh U Imo' az- l ,,_ C d ' . T7 N tse _ 2_, I Q I / l L x L � I I�� Gi -- � , l /CZ t i C al I ! , 47 i I Z z4- G 4-L-) 2).42. 2-4 oG 2 • 1Z m • li 4 nECEIVEE' CITY OF TUKWILA PERNITc '&35 i SHEET PROPOSED ASSEMBLIES U" AREA U X A 38.95 FLOORS (R -19) .041 9SO FLAT CEILINGS W/ ATTIC, (R -30) -036 Double AAMA tested .516 FLAT CEILINGS v'i// ATTIC (R -38) .05 950 29.45 SCISSOR TRUSS 4/12 FITCH (R -30) .043 17.25 5/12 PITCH (R -30) .031 4/12 PITCH (R -38) .040 B. Opaque Door' 5/12 PITCH (R -38) .035 ` CEILINGS VAULTED (24" OC) 2 X 12 VENTED (R -30) .033 Wood 1 5/4 5C .330 GLAZING I .510 230 118.7 2 X WALLS STANDARD (R -13) LAPPED WOOD .082 175 14.6 2 X 4 WALLS STANDARD (R -13) T1 -11 .088 1643 144.6 DOORS .284 37.75 10.72 SLAB ON GRADE (R -10) RIGID 'NJ TB .540 R -30 .036 2. ft. BELOW GRADE INTERIOR WALL (R -13) .064 1513.20 Insulation SLAB (R -10) W/ B F= .600 1.43 3.5 ft. BELOW GRADE INTERIOR WALL (R -13) .05 0 R -13, wood studs .032 SLAB (R-10) W/ TB F= .5 "70 611 42 above 4 below grade 1.0 ft..BELOW &RADE INTERIOR WALL. (R -15) .050 4.05 1643.0 SLAB (R -10) W/ TB F. .420 R- 21 studs .051 PROPOSED TOTAL TOTAL TARGET UA TnTAI PR(DF0FD UA 357 377 357 Building Component Description U or F Value Heat Loss Factor Component Footage Heat loss in BTUH A. Yvindow,Skyllte Double AAMA tested .516 23.74 230.0 5459.28 Sliding i Swinging Double AAMA tested 375 17.25 Glass Door B. Opaque Door' Wood 1 3/4 w /panels .510 ` Wood 1 5/4 5C .330 Wood 1 3/3 SO .390 17.3 318.44 Insul. metal w/TB .190 20.0 174.80 Insul. metal w/TB .142 G. Roof /Gelling R -30 .036 1.66 950.0 1513.20 Insulation R -33 .031 1.43 ■ D. Wall insulati•�n R -13, wood studs .032 3.17 178 .0 611 42 above 4 below grade R -13, wood studs .088 4.05 1643.0 8650.86 R- 21 studs .051 2.62 E. Floor Over ')nheated R -19 .041 1.89 950.0 1791.10 Space Insulation R -30 .029 1.33 F. Slab On Grade Fioor R -10 .540 24.84 Perimeter Insulation G. Basement Floor None .032 1.47 H. Infiltration Post 1 .018x AGH 0.50 12104.0 6352.00 Design Heating Load 22991.70 DHL= (heated floor area) 16x,51 14.33 Minimum Required, Equipment Size = DHL x 1.0 22991.10 Maximum Required Equipment Size = DHL x 2 4598339 Proposed Equipment Size (output) 25000.00 I ' -ri, III 4 I,On r Low r- »:' i jj sINr).CleM SIZE ,/0X4/0 2/0X2/0 4/O . x 5/6 2 1 1 6 1 1 1 2 a. 1/6X4 6 /0X4 /0 Sdo F'xe d Side Fxed Sidi 6/0X6/10 Patio 5 /0X4 /0 5Idti 3 /0><5 %C-1 fixed 2/0X2/8 5ii 1 /0)cWa WEIGHTED 'U' GAS DOORS WEIGHTED 'U' GAS 5 i:14 C;00 0.53 4.00 0.50 2.00 00 0.53 7.42 36.00 0.50 18.00 24. 00 0.53 12.72 41.00 0 .49 20.09 60.00 9.00 �z- c 0.53 0.50 10.00 0.53 0,5'3 "UA" 16.16 31.80 4.50 5.30 i6:�IC 135.15 0.518 1 5,0X6/3 In. St:. I 20.000 0.19 3.80 1 2/816/8 SG wd 1 , 11.150 0.39 6.92 3 `., ff: 10.72 0. 284 (2) ININDOV`! MANUFACTURER MILGARD MFG DOOR MANUFACTURER EMPIRE Dam) (4-S NOTES OWNER:,roq-/1 Homes //i)<- PLAN #: Egress/ grid HEATED FLOOR AREA: 16 : Grid /obscure (2) grid /-C,-;G,H Egress Saf ety gl. (1) Egress obscure Solid urethane TARGET TOTAL 1 3/8" CHAPTER 5 COMPONENT PERFORMANCE APPROACH RESIDENTIAL 000UPANCY/ OTHER FUELS GROUP R OCCUPANCY TARGET UA TARGET ASSEMBLIES FLOORS ( R -19) CEILINGS W /ATTIC, ( R -30) CEILINGS VAULTED (R -30) GLAZING 15 % OF FLOOR AREA (U = .65) WALLS (R -19) DOORS ( R -2.5) SLAB ON GRADE (R -10) RIGID 2.0 ft. BELOW GRADE INTERIOR WALL (R -19) SLAB (R -10) F. 3.5 ft. BELOW GRADE INTERIOR WALL (R -19) SLAB (R -10) F= 7.0 ft. BELOW GRADE INTERIOR WALL (R -19) SLAB (R -10) F= r JOB #: GROSS WALL AREA: EQUIPMENT SIZING FORM .036 .041 .034 .050 .062 .400 37.75 .540 .043 .690 .041 .640 .037 .570 AECEIVEC1 CITY OF TUKWI[ A PERMIT OENIT 11 1 1-4 I�G 163 5(1 AREA U X 950 38.95 950 34.2 J 240.8 156.5 1811 112.3 SHEF 15.1 351 fi 4= i4g •=i ) - - 0 og RECEIVED CITY OF TUKWit.A PERW' r) AT E ,?) -z - - . _ 5HEET NTE GRATE D VT:NT ILA TIC N ___---_->---- --- _,..------ ---- (g)--- :... j (.-;; -- ExHAusr AN-=- TERNAINAT7oN VENT © KA WHOLE 'House ExtiArs..cr hAtsl INTAKE. • /, 5 ,:zruiE izo vvy VErr N4A.M.M,L AIRFLOW ‘1" AfITUTMEN7 DAMPER „ RETLIPN AIR. ,- FREsi _ i A I. i 2 la', 1 ■ A,,, yk S ! .4 INTAKE 1 9 /.,R. TIMER -.--i1 wITH a/c . SWITCH ...= _.. -_-• .',), .._, _-; . I y n _. UCT rb suppL, kIP L -72 SUPPLY AIR DmiPER Oh. !a i ye- I _ [4 9 l[e.%1 46 ,/x H 4A6 (P. c6) STALE, MOIST EV:A (1.5.7 AI R 11) 1Z.- 7 7" = - r I 5 1, && .1e2r_PW LA- ;. 21,,,,_,,eo ta" gcfat= s-4 4_ tu unto-- 4 kji 0 [1)544 P.40-•[€ • s-4 2- _ • / I ii\-k/ ,-(, N [-T- -67;2 e)r- I?1 7 4, hK1 i e71---1 ys" , - r-oAJz i • /1-1'14( 4IP) e 114> e tt"49e- z_;z4 r--)1 tr i-i i-e.f-1 6kgalehy I d , /ZY4. a-6 jir," (mvi cle 12: , Z-,"x z-" s ■, 1-14., L.- I 1/-2 L dirm 1,6 .iu7 IT" k4[71/7 /2 , //Lilt./ it, F4 Gt -r-Pe-- IN( I /z„ ca. T2 /4 - Z2-" (LA-f [49 -2g 1 1 e24 v-/ C 6:6/ 111 a W Si(d 1 'Zed: Moo- I 4 I 1,00• \i■//-`-- . / N gy,_ iI lari/v,. 0 1/150e-e[Ar SECE'VED CITY OF TUKWILA DATE SHEET REINFORCEMENT SCHEDULE HEIGHT IN FEET VERTICAL REINFORCEMENT HORIZONTAL REINFORCEMENT 2' NONE REQ'D (1) #4 TOP BAR 2'TO < 4' #4 e 24' 0.C. #4 e 24' 0,C. 4' TO < 6' #4 e 18' D.C. #4 @ 18' O.C, 6' TO < 8' #4 @ 16' D.C. #4 e 10' D.C. > 8' ENGINEER'S DESIGN REQ'D NTE GRATE D VT:NT ILA TIC N ___---_->---- --- _,..------ ---- (g)--- :... j (.-;; -- ExHAusr AN-=- TERNAINAT7oN VENT © KA WHOLE 'House ExtiArs..cr hAtsl INTAKE. • /, 5 ,:zruiE izo vvy VErr N4A.M.M,L AIRFLOW ‘1" AfITUTMEN7 DAMPER „ RETLIPN AIR. ,- FREsi _ i A I. i 2 la', 1 ■ A,,, yk S ! .4 INTAKE 1 9 /.,R. TIMER -.--i1 wITH a/c . SWITCH ...= _.. -_-• .',), .._, _-; . I y n _. UCT rb suppL, kIP L -72 SUPPLY AIR DmiPER Oh. !a i ye- I _ [4 9 l[e.%1 46 ,/x H 4A6 (P. c6) STALE, MOIST EV:A (1.5.7 AI R 11) 1Z.- 7 7" = - r I 5 1, && .1e2r_PW LA- ;. 21,,,,_,,eo ta" gcfat= s-4 4_ tu unto-- 4 kji 0 [1)544 P.40-•[€ • s-4 2- _ • / I ii\-k/ ,-(, N [-T- -67;2 e)r- I?1 7 4, hK1 i e71---1 ys" , - r-oAJz i • /1-1'14( 4IP) e 114> e tt"49e- z_;z4 r--)1 tr i-i i-e.f-1 6kgalehy I d , /ZY4. a-6 jir," (mvi cle 12: , Z-,"x z-" s ■, 1-14., L.- I 1/-2 L dirm 1,6 .iu7 IT" k4[71/7 /2 , //Lilt./ it, F4 Gt -r-Pe-- IN( I /z„ ca. T2 /4 - Z2-" (LA-f [49 -2g 1 1 e24 v-/ C 6:6/ 111 a W Si(d 1 'Zed: Moo- I 4 I 1,00• \i■//-`-- . / N gy,_ iI lari/v,. 0 1/150e-e[Ar SECE'VED CITY OF TUKWILA DATE SHEET LOT LOT 9 ( LOT 10 �- LOT AREA ROOF AREA DRIVE, DECK, WALK AREA TOTAL IMPERVIOUS AREA TAX LOT NO. 3000 SQ.FT. 1172 SQ.FT. 624 SQ.FT. 1796 SQ.FT. 017900 -1250 VV L -f; //; 3000 SQ.FT. 1172 SQ.FT. 624 SQ.FT 1796 SQ.FT. 017900 -1255 0 -597 - O ✓E `' ELEVATION DATUM: ASSUMED BENCH MARK: LID OF SANITARY SEWER MANHOLE ELEV. = 100.00 DOWNSPOUT CONNECTION POINT (TOP) - -� 6" PVC CLEAN -OUT 6" WYE 6 "X4" REDUCER 6" PVC TESTING TEE 1 -4" PVC WYE 1 -4" PVC CLEAN -OUT INSTALL 1" POLY WATER LINE (TYP) 200 PSI DNISCO PIPE BETWEEN WATER METER AND HOUSE 4" PVC TIGHTLINE SLOPE =2.00% MIN. 48" DIAMETER DRY WELL PER DETAIL PROPOSED GARAGE F.F. 101.5 PROPOSED RESIDENCE F.F. 101.5 PROPOSED GARAGE F.F. 101.5 ^ATE EXISTING / FIRE - iYDRANT 8' TO THE EAST W 5.0'' II NW 1/4 NE 1/4 SECTION 10, T23N, R4E, W.M. E 6 0 0d 30p0 ; 154 0 I Lot 9 j0 p0 Lot 10 18' -8" PROPOSED RESIDENCE F.F. 101.5 6" PVC SIDE SEWER S /i // T U 100 . .�} / I 03 RIM ELEV: 100.0 EXISTING SANITARY MANHOLE EXISTING 8" PVC _J SANITARY SEWER INSTALL WATER METER AND SERVICE CONNECTION FOR EACH LOT PER CITY STANDARDS CLEARING LIMIT IS THE PROPERTY LINE 5.0' LV O co PROPOSED 10' UTILITY EASEMENT THE CENTERLINE IS RUNNING ALONG THE JOINT PROPERTY LINE. 4" PVC CLNN -OUT ON 4" PVC SIDE SEWER (5= 2.00 %) 4" . C TIGHT LINE (S= 2.00 %) TYPE 1 CATCH BASIN (TYP) VANED GRATE: 101.50 E: 97.50 Pp 5 O„,N EpSE�E�j ( IN FEET ) 1 inch =10 ft �XISTN' DI WATER MAIN \ \ ■ ■ - 1, \ Off ` O \ \ / p WO PO 5E0 UN p HONG / \\ 13 �\ „rf' •\ GRAPHIC SCALE i I OOF DOWNSPOUT FLOW 6 "X4" REDUCER 6" PVC CLEAN -OUT 6" PVC TESTING TEE D OC o 4' PVC SLDPE =2.00% MIN. 1/4' MESH SCREEN„.---- ON PIPE INLET TYPE 1 C ATCH BAS WITH V GRA E INSTALL 04' - #4 REBAR AT CENTER OF DRYWELL FOR FUTURE LOCATION 4' PVC S =2.00% 12'MIN. I \ DRY WELL DETAIL SCALE: 1"=2' 48" LEGAL DESCRIPTION: LOTS 26 AND \27, B ,HILLMANS MEADOW GARDENS ADDITION DIVISION #1, ACCORDING TO THE PLAT, ECORDED VOLUME 12- OF'PLATS, PAGE 63, gECORDS OF KING COUNTY, WASHINGTON. 6" MAX. 12' MIN. At3DVE SEASONAL WATER TAE.E DR RESTRICTIVE LAYER s1 j DRAINAGE PLAN NOTES: 1. STORM WATER RUNOFF FROM THE ROOF AND DRIVEWAY AREAS FROM EACH LOT WILL BE COLLECTED IN A TYPE 1 CATCH BASIN AND THEN ROUTED THROUGH A 4" PVC TEE TO A DRYWELL. 2. TWO DRYWELLS WILL BE INSTALLED ON BOTH LOT 9 AND LOT 10. 3. THE ELEVATIONS OF THE RESIDENCES AND DRYWELLS ARE THE SAME FOR ALL LOTS. 4. INSTALL FILTER FABRIC OVER ALL CATCH BASIN OPENINGS DURING CONSTRUCTION. 5. A SOIL LOG TEST HOLE WAS DUG ON EACH OF THE TWO LOTS AT THE LOCATION OF THE PROPOSED DRYWELL. THE TYPICAL SOIL TYPE AND STRATIFICATION WAS AS FOLLOWS: 0 -5' BROWN SILTY FINE SAND 5' -9' BLACK MEDIUM SAND NO WATER TABLE ENCOUNTERED ON 5/8/2000. 6. ALL PVC PIPE CONFORM TO ASTM D- 3034- SDR3034. These plans have been reviewed Works Department for conformance by the City standards. Acceptante Is subject to errors and Omissions which dO a(Ahorize violations Of adopted standards or The responsibility for the adequacy of the rests totaD, :'fish the designer Additions, or rev :V these drawmc_ ,:IIsr this Vold this V -- ;lance and rail , ; uire a of revised drawings for s,± . .:^_nt Final is stlb]CUto field inspection by the Public Works utilities Inspector. Date: to z 2 a sy: 1 RECERIED J 11.p UI {WILY PUB UVORKS (`fCCAc)1l •..� 4' -4' LEACH BED TUBING ON LE, EL GRATE FILTER FABRIC LiEEEP ON SIDES AND TOP OF DR" WELL ti2000-1118 RECEIVED CITY OF TUKWILA PERMIT CENTER. z n I� E -'+ r F- O J in H 0 O N O 0 z W J O H- O J X H- W - CU C co to Co c D 01 co NO <1 C WW co C a z t0 aA v C 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 rmits 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 plan 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 fac lities shown on this plan are the minimum requirements for anticipated site conditions. During the construction period, these ESC facilities shall be 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. EXISTING SANITARY MANHOLE RIM ELEV: 10C.0 ELEVATION DATUM: ASSUMED BENCH MARK: LID OF SANITARY SEWER MANHOLE ELEV. = 100.00 CLEARING LIMIT IS THE PROPERTY LINE INSTALL TEMPORARY SILT FENCE (TYP) (PER DETAIL) AS NECESSARY / EXISTING PVC SANITARY SEWER RELOCATE EXISTING FIRE HYDRANT 10' TO THE EAST 5 0 0 Lot 10 18' -8" CLEARING LIMIT IS THE PROPERTY LINE E g0 00 5 40 I I 1 5.0' PROPOSED RESIDENCE F.F. 101.5 PROPOSED GARAGE F.F. 101.5 n 54 EX \S�NhE v 2 GRAPHIC SCALE Ia m ( IN FEET) 1 inch = 10 ft. 5.0 v i \o/ - _ ?ti_ AL ON CLEARING LIMIT IS THE PROPERTY LINE INSTALL TEMPORARY CONSTRUCTION ENTRANCE PER DETAIL p`2 G 1 v - U�V\ly POLE EX \SANG Dao or) • EXISTING `,18 DI WATER MAIN �I. G FILTER FABRIC MATERIAL 36" MN MADE ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABIC TO WARE. JOIN FS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. 2 "x2" BY 14 GA. 'MRE FABRIC OR EQUIVALENT 1 24 "MIN 1 36 MIN r BURY BOTTOM OF FILTER 1 I MATERIAL IN 4 "x4" TRENCH I 12 "MIN 6' MAX. L \- 2 "x4" WOOD POSTS, STANDARD OR BETTER OR EQUAL ALTERNATE: STEEL FENCE POSTS FILTER FABRIC MATERIAL - , I 2 "x2" BY 14 GA. WIRE FABRIC OR EQUIV. IN STANDARD STRENGTH FABRIC IS USED 4 "x4" MIN. TRENCH. BACKFILL TRENCH WITH NATIVE SOIL OP 3/4" WASHED ROCK 4" MIN - J 2 "x4" WOOD POST ALT: STEEL FENCE POSTS 36 "MIN NOTES: A. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BAPRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. B. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLO'N THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF i2 INCHES). C. A TRENCH SHALL BE EXCAVATED, ROUGHLY 4 INCHES WIDE AND 4 INCHES DEEP, UPSLOPE AND ADJACENT TO HE WOOD POSTS TO ALLOW THE FILTER FABRIC TO BE BURIED. D. 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 Ln53, TIE WIRES OP HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. E. 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 CRISTING TREES. F. WHEN EXTRA - STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED JR WIRED DIRECTLY TO THE POSTS WITI -_ ALL OTHER PROVISIONS OF STANDARD NOTE E APPLYING. G. THE TRENCH SHALL BE BACKFILLED WITH NATIVE SOIL OR 3/4" -1.5" WASHED ROCK H. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NJT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. I. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. J. MAINTENANCE ANY DAMAGED OR CLOGGED FENCE SHALL BE REPAIRED /REPLACED IMMEDIATELY. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT DEPTH IS 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 NOT TO SCALE GEOTEXTILE FABRIC UNDER QUARRY SPALL (MARAFI 600X OR EQUAL) STABILIZED CONSTRUCTION ENTFAlICE NOTES: I. 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 /OR 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 IMMEDIATELY BY SWEEPING. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE RECEIVED CITY OF TUKW ILA PERMIT CENTER H F--1 V 1 0--4 as H 0 SE x 0 H- 0 J I I 0 0 0 0 0 N CA 0 0 0 0 Z z PROJECT NUMBER 00 -007 SHEET 2 OF 2 LOT LOT 9 LOT 10 LOT AREA ROOF AREA DRIVE, DECK, WALK AREA TOTAL IMPERVIOUS AREA TAX LOT NO. 3000 SQ.FT. 1172 SQ.FT. 624 SQ.FT. 1796 SQ.FT. 334740 -0110 3000 SQ.FT. 1172 SO.FT. 624 SQ.FT. 1796 SOFT. 334740 -0115 ELEVATION DATUM: ASSUMED BENCH MARK: LID OF SANITARY SEWER MANHOLE ELEV. = 100.00 DOWNSPOUT CONNECTION POINT (TYP) 1 -4" PVC WYE i -4' PVC CLEAN —OUT INSTALL 1" POLY WATER LINE (TYP) 200 PSI DRISCO PIPE BETWEEN WATER METER AND HOUSE EXISTING SANITARY MANHOLE RIM ELEV: 100.0 48" DIAMETER DRY WELL (TYP) PER DETAIL EXISTING B" PVC SANITARY SEWER 5.0' NW 1/4 NE 1/4 SECTION 10, T23N, R4E, W.M. RESIDENCE F.F. 101.5 GARAGE F.F. 101.5 EXISTING FIRE HYDRANT =� / HAS BEEN REMO`'ED \S CLEARING LIMIT IS THE PROPERTY LINE `HATER METER AND SERVICE CONNECTION FOR EACH LOT PER CITY STANDARDS 0 0 10 0 1' 4" PVC CLEAN —OUT ON 4" PVC SIDE SEWER (5= 2.00 %) 4" ADS TIGHT LINE (S= 2.00 %) 1 -6" WYE 2 -6 "x4" REDUCERS TYPE 1 CATCH BASIN (TYP) VANED GRATE: 101.50 IE: 97.50 UTILITY EASEMENT GRAPHIC SCALE 20 ( IN FEET ) 1 inch = 10 ft. OLV RFLOW S 'c U� V�ES. P NONEEhGN � � N \\\ GR OOyD ONp O115; S P ME \iP \ UNDEPO` PN \ G m 1 Ca NGE - S IS�NG O�V� POLE 6 PVC OWE SEWER 6" PVC 6" PVC TEST NG TECLEAN —OUT E RPN 5 N,W , / vN 1 C 010E EXISTING 18" DI 5 'PV _S WATER MAIN ROOF DOWNSPOUT LOW 1/4' MESH SCREEN UN PIPE INLET \\\\ A\` TYPE 1 CATCH BASIN ITH VANED GRATE INSTALL 24' - ?t4 REBAR A - i CENTER OF DRYWELL, FOR FUTURE LOCATION 4' ADS S =2.0011 12'MIN. DRY WELL DETAIL SCALE: 1 " =2 48" LEGAL DESCRIPTION: LOTS 9 AND 10, BLOCK 2, HILLMANS MEADOW GARDENS ADDITION DIVISION #1, ACCORDING TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 63, RECORDS OF KING COUNTY, WASHINGTON. NOTE: AS BUILT DATA PROVIDED BY DOAK HOMES, INC. DoOo 12' MIN. ASDVE SEASONAL WATER TAP_E OR RESTRIICTIVE LAYER " MAX. SITE PLAN NOTES: 1. STORM WATER RUNOFF FROM THE ROOF AND DRIVEWAY AREAS FROM EACH LOT ARE COLLECTED IN A TYPE 1 CATCH BASIN AND THEN ROUTED THROUGH A 4" ADS TIGHTLINE TO THE DRYWELL SYSTEM. 2. TWO DRYWELLS WILL ARE INSTALLED ON BOTH LOT 9 AND LOT 10. 3. THE ELEVATIONS OF THE RESIDENCES AND DRYWELLS ARE THE SAME FOR ALL LOTS. 4. INSTALL FILTER FABRIC OVER ALL CATCH BASIN OPENINGS DURING CONSTRUCTION. 5. A SOIL LOG TEST HOLE WAS DUG ON EACH OF THE TWO LOTS AT THE LOCATION OF THE PROPOSED DRYWELL. THE TYPICAL SOIL TYPE AND STRATIFICATION WAS AS FOLLOWS: 0 -5' BROWN SILTY FINE SAND 5-9' BLACK MEDIUM SAND NO WATER TABLE ENCOUNTERED ON 5/8/2000. 6. ALL SANITARY SEWER PVC PIPE CONFORMS TO ASTM 'D- 3034— SDR3034. 7_ ALL STORM DRAINAGE PIPE IS ADS CORRUGATED POLYETHELENE PIPE. These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subiect to errors and off ns ihich do not authorize violations of do t� tiondor.is or ordin n .c_. F.,11 field /LIS on by 'he or:., utilities inspector. n:i:c• By, 4' -4' LEACH BED TUBING ON LEVEL GRADE FILTER FABRIC LINER ON SIDES AND TOP OF DRY WELL oPeo;;A c� D2000' !18 CJ Z LU 0 0 Y 0 0 tV I` 0 to 01 0 co co o d O N W L'J W O c0 C a • n O z O " O PROJECT NUMBER 00 -007 SHEET 1 OF 1