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Permit D01-115 - DOAK HOMES - 12231 48TH AVENUE SOUTH
001-115 DOAK HOMES 12231 48 AV S 1W -J C.) 0 O No 9 w0 gM u.a w z� !EA Lu w Do 8N ww 0 '1d U O Z City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: 017900 -1290 Address: 12231 48 AV uite No: Location: Category: NSFR Type: DEVPERM Zoning: Const Type: ccupan y . LL: NG c C %Wc� �•, Gas/Elec.: ;EC: 99i Units: 001 Fire Protection: Setbacks: North: .0 South: ._) Ea=t: .0 West: .0 Water: UNKNOWN Sewer: Wetlands: Slopes: • Contractor License No: OCCUPANT DOAK. HOMES 12231 48 AV S, TUKWILA WA 93138 OWNER DOAK HOMES INC 11917 4 AV SW, SEATTLE WA 98146 CONTACT DARRYL DOAK. Phone: 206 -2 -6587 11917 4 AV SW, SEATTLE WA 98146 k* * k k k k k * ** 4* k k'k k k 4 k A k'A k k k k ** k k k 4 k k 4 4 4 k k 4 k k A k A k A k 4 4 4' 4 r A 4 A k 4 A 4 k k 4 k 4 4 k 4+ 4 A 4 .4 4 4 k A 4 4 Permit Description: CONSTRUCTION OF A NEW 1,699 SO FT ;SINGLE FAMILY RESIDENCE, 416 SO FT ATTACHED GARAGE AND 800 SO F T UNCOVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE: SANITARY SIDE SEWER, WATER SERVICE, 3/4" PERMANENT WATER METER, STORM DRAINAGE, ACCESS, TEMPCRARY ERC)'SI0N CONTROL, STREET USE FOR UNDERGROUND POWER, AND LAND ALTERING. .k k k k k k k k* h h* k A ** k A A k k ♦ 4 k k 4 4 4,4 k 4 A A k A 4 4 4 k k 4 A k 4 r k !, A 4 4 A A 4 4 A 4 k 4 A .4 A A .4 A 4 A 4 A 4 A 4 k 4 4 A 4 k 4 4 4 AA Construction Valuation: $ 1:5, 51.70 PUBLIC WORKS PERMITS: k(Water Meter Permits Listed Separate) En. Appr: OHM Curb Cut /Access /Sidewalk /CS : Y Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Cut: 30 Fill: 30 Landscape Irrigation: N Moving Oversized Load: N Start Tine: End Time: Sanitary Side Sewer: Y No: 1 Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: Y Water Main Extension: N Private: N Public: N 4 sk * k ** A* k A A A A A A k* A k A A A A A A A 4 A A A A A A A 1 A 4 A A 4 4 4 A A 44 A A A A 4A A 44 4 4A 4 4 4 A 4 4 A A A A A A AA 4 A k A A A 4* TOTAL DEVELOPMENT PERMIT FEES: $ 2,577.13 k A k k A ** 44k4 * 4 k k k k 4 k A A A A 4 *4AA * 4 4 A 4 A A A l A A 4 A A A AAA 4 A 4 4 A 4 A A 4 44 4 4 4 4 4 A 4 A A 44 4 A A AA 4 4 A AAA 4 A A Permit Center Authorized Signature: ignature: WARNING: IF CONSTRUCTION BEGINS EE ORE APPEAL FERICD EXPIREI, APPLICANT IS PROCEEDING A` THEIR OWN RISK. Name: 3a _ This permit :'1311 be :ome null a.ec void if tne .•t 'I, 1;3L) days icuil: the date of i. uarrce, or if -r'_ for a period of 182 day_ Y' 1 ...•t ' : p L _ (206) 431 -3670 P e r m i t N o : D 0 1 - 1 1 5 Status: ISSUF Issued. 11/C2/2001 05 Date: J 4 4 6 1 -' 7-0 / I hereby certify that I have read and examined this peril i t and know the satire to be true and correct. All p r o v i s i o n s of 1 aw and ordinances governing t h i s wore, will be complied with, whether specified herein or rot. The granting of this permit des not presume to give authority to fl :'1;.,.? %l, cancel the provision of r' state t i , dtlV C till Late L' local 1 law_ r ��, :' l,; 1'r� c rr`r r l;)•t or the performance of work. I .rite author iced to sign o ' and obtain development pe{ in i t. Da_e •_ - 2- 0/ • in : Address: 12231 48 AV S Permit No: D01-115 Suite; Tenant: Status: ISSUED Type: DEVPERM Applied: 04/16/2001 Parcel #: 017900-1290 Issued: 11/02/2001 1 .4 - kk - k*Alt - A - k - tAttk-k4k - 04-0(4 - AAk - tAtkitttAtttAAA•ttAAAttAA4AtAtttit-itAttAtAtt,t-t-tttittAL Permit Conditions: 1. No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 2. Engineered truss drawings and calculations shall be on r::ite and available to the building inspector for insvection purposes. Documents shall beat the seal and eignature of a Washington State Professional Engineer. 3. Any exposed insulations backing material ahall have a Flame Spread Rating of 25 or lesa, and material shall bear identi- fication showing the fire performance rating thereof. 4. All construction to be done in conformance with approved plans and requirements of the Uniform Building Culp (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (199/ Editi 5. plumbing permits $hall be obtained through the Seattle-ng County Department of Public Health. Plumbing wili be inspected by that agency, including all (11'7:- piping (296-4722). 6. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 7, All wood to remain in placed concrete shall t' treated wood. 8. Validity of Permit. lhe issuance of a permit or approval of plans, specifications, and computationa shall not be con- strued to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid, 9. Electrical permits shall be obtained through ehe Washington State Division of Labor and Industriee and all electrical work will be inspected by that agency (248-6630). 10. Ail mechanical work shall be under separate permit isaued by the City of Tukwila. II. All permits, Inspection records, apd approved plans ahall be available at the job site prior to the start of any con- struction. These documents are to be maintained and avail- able until final inspection approval is granted. 12. CONTRACTOR SHALL NOTIFY PUBLIC WORYS UTILTIY INSPECTOR MR. GREG VILLANUEVA @ (206)433-0179 Of COMMENCEMLNT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. 13. CITY OF Ttli:WILA Temporary erosion t;ontro1 measures shall be implemented as the first order of business to prevent sedimentation of;' site or into existing storm drainage Faeilities . 14. The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 15. Work affecting traffic flows shall be closeiy coordinated with the City's Utilities Inspector. Traffic control plans shall be submitted to the Inspector for prior approval. 16. Any material spilled onto any street shall be cleaned pup immediately. 1.7. Hauling over 50 cy shall require application for a Hauling Permit prior to any associated a c t i v i t y . 18. 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. FROM MAY 1 THROUGH SEPTEMBER 30, INSPECT AND MAIN1AIN TEMPORARY EROSION PREVENTION AND SEDIMENT AT LEAST MONTHLY. ALL DISTURBED AREAS OF THL SITE SHALL BE PERMANEN1LY STABILIZED PRIOR TO FINAL CONSTRUCTION APPROVAL. I hereby certify that. I have read these c o n d i t i o n s and will comply with them as outlined. All provisions of law and ordinances governing this work wi 11 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 performance of work. Signature: Date. it Print. N a m e : _,./. t .� ! f 4 — • _ _� f )'' } /t h ._ _ Project Narnena�nt : , r-) 191 // /f / /A' C Type of work: lNew Single - Family Residence ❑ Addition - Single- Family Residence 1:1 Interior Remodel- Single - Family Residence CI Residential Accessory Structure" 1:1 Remodel/Addition to Accessory Structure CI Garage(s) ❑ Deck(s - Covered & Uncovered C.3 Residential Reroof Value of Construction: l _ -, - c :1/ Site Address: /2.2 3 ( — 3 ve City State/Zip: Tax Parcel Number: n Property Owner . - `, ,- c `I-Rk N� Q ! C / j/ / 6 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) (C) sq. ft. Uncovered Deck Phone: 20 6 -- 2 ci _l ; 7 Street Ad Address: City State/Zip: 1 / 4'/ - 7— YY 4 tom( s',>,_ 2 i� s 1P �srz y6 Fax #: S. , -zzt e ContracterN - / :Dc9.ii. 5 , Phone: s 4- e Street Address: / 7 9 / 7 •- 1 177) A-t "1:4.) i cioAary- City State/Zip: et;.. 5/.F Fax #: s 4 ni e Phone: s � e Archi : t: r- i' .....A. _ C: / ,4/ , Street Add - ss: / / - ri e City State/Zip: Fax #: swill to En in er 9 _ Phone: 9 _ Oi 3 Street Address: ,C7 g 0.4- AA7i( /i700 %e `t' City State/Zip: 740/2- 2 c 9‘ Fax #: S /Fill P Conta arson: c 4-,z ,Q y / .o -X�,5 .-. Phone: a. o( Z '/ - 6 5 7 Street Address: /- 1 /� / 7-- £-/ 7 n - v e , S $z City State/Zip: �f3/ �' Fax #: � 5 e Description of work to be done: 6 4 ;7e/ iv e 4) h om a ory !/ 79 C r9 N r 1 A Type of work: lNew Single - Family Residence ❑ Addition - Single- Family Residence 1:1 Interior Remodel- Single - Family Residence CI Residential Accessory Structure" 1:1 Remodel/Addition to Accessory Structure CI Garage(s) ❑ Deck(s - Covered & Uncovered C.3 Residential Reroof Is this site served by: B Sewer CI Septic (King County Health Dept. approval required - 296 - 4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Pro S sq. sq. s Proposed New Square Footage: /6 P q g Q`� q . ft. Dwelling q• ft. Covered Deck(s) / j/ / 6 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) (C) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) C. '7 0 'For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling ' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. CITY OF TI'KWILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 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. o Date application accepted: SFPERMIT.DOC 2/13/97 APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews shall be determined by the Public Works Department) ❑ Channelization/Striping Curb cut/Access/Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling la Land Altering: • Cut 30 cubic yds. ® Fill 30 cubic yds. Cl Moving an Oversized Load: Start Time: End Time: El Sanitary Side Sewer #: I ❑ Sewer Main Extension 'Storm Drainage a Street Use ❑ Et Water Meter /Permanent # I Size(s): ❑ Water Meter Temp # Size(s): 7 1 Miscellaneous : / tv &fdP 'PO"- ater Main Extension O Private O Private // �o 5 -LK- Est. quantity: gal Schedule: t GL ch /c '/ Date application expires: OR STAFF USE ONLY Project Number: Permit Number: PO (- 11; 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. -C) O Public O Public Applic taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM BUILDING OWN R OR UTHORIZED AGENT: Signature: ( O Q �C � l Date: Print name: 1 Q Y l /�, oa k Sp- , P- 47-2 1: ,ii- �nti-zyi- .5 M7 x #: , n� 2 www �'�'?' Address: ,�.� / i f ty /Sta e/ ip: ALL SINGLE- FAMILY RESIDENTI ERMIT APPLICATIONS MUST BE MITTED WITH THE FOLLOWING :., DRAWINGS PREPARED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high 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. in ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ 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 ? n • - ' A A A 4 4 4 4 4 4 4 4 A A k 4 4 4 4 A 4 A 4 l . J A 4 4 4 4 4 A 4 4 4 4 A 4 4 4 4 4 4 4 4 4 4 4 4 \_ 44 4 4 4 4 4 4 4 4 4 CITY OF TUI WILA, WA TRANSMIT A 4444 4 * 4 k 4 k A 4 4 4 A 4 4 4 4 4 4 4 A 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 TRANSMIT Number: R0]01396 Amount: 14,660.25 11/02/01 15:03 Payment Method: CHECK. Notation: CLOAK HOMES In 1 t : SF, j Total Fee.: ]5,510.03 This Payment 14,660.25 Total ALL Pmt:. l'. Balance: .00 A A'4 A 4 A 4 A A A A A A A A A A 4 A A A 4 4 A A A A A A A A 4 A 4 A 4 A A 4 A A A A A A A # A # A A A 4 AAA 4 4 A A 4 A A 4 Permit No: D01-115 Type. DEVPEPM CIEVELOPMENT PERMIT Parcel No: 017900-1290 Site Address: 1 2231 48 AV S Account Code 000/345.830 000/322.100 000/345.830 000/345.830 000/345.830 000/386.904 000/342.400 412/342.400 402/342.400 401/388.102 401/386.520 401/342.400 401/343.405 401.388.104 40. 388. 104 000/322.100 000/345.830 AVlff'$:Q`i iTtSrreii �^^�- ^�ii�. ;x� . x ::1.' �c�r d } ;,+ Description PLAN CHECV - MGNRE S BUILDING - RE S PLAN CHECV - RE; PLAN CHEC }: - UTILITY PLAN CHECV - WATER METER STATE BUILDING SURCHARGE DIP FEE - UTILITY INSP FEE - STORM DRAIN IN SP FEE - SME, SSS WATER CONNECTION WATER INSTALLATION (DEP ) WATER INSPECTION FEE WATER TURN -ON FEE WATER AS SESS- ALLENTOWN SEWER ASSESS- ALLENTOWN LAND ALTERING PERMIT FEE LAND ALTERING PLAN CHECi. Amount - 849.78 1 , 307. 3`. 849.78 ' 10.00 4.50 30.00: 15.00 20.00 60.00 150.00 15.00 25.00 4,563.20 {.369.70 37.00 _3.50 s,. it A Or it * AAAPA** * 440 ****AA*AAA** 4. ****., 4 *****A4 A*AA p;AAAAAI AAAAAA' fitp,J CITY OF ruiNt1.4. wo ▪ **** A * A A A * i t A * A. * * . * * * * * * A i . A * A + * A * A A 4 A It A AAAI.AA A A A A A A A 4 A IRAN '311 t F 4uh ti 4 69 ;fi ctu o t :3 4 9 r3 ,; 1 I) Peivment hethod: EHECA: WAttlon: rhilPvt. Permit Om: C0J-IIS lvve: LINPEPh HoEli rH-,h)7 Ihltsi Pi'vment f!4': lcti,i (ILL I'mtt,:. Rilinci;: I.N.i.P * * A A * * it * A , .1 ****** ********* A Ais*. ILA, Account Code Descr'iotioo i;loqot ' 000/345.W.30 PLAN i'HECE - 00r4PE:.: V t . ) T'fl t- Ib 1 )a 4# I2_ Type of Insp tion: A.. ress: if :: Date called. Sp is instructions: Date want 11 /0 ...m. Reques (L)V2. ' h n A pproved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 l Corrections required prior to approval. COMMENTS: re\ a or: . Date: '-f - I Q ti E $47.00 REINSPECTION E REQUIRED. l rior to inspection, fee must be paid t 6300 Southcenter BIvd�Suite 100. Call to schedule reinspection. Recipt No: Date: • . biak ` Type of I spection: )dress: 3 1 Lor.a .s. Date called i Special instructions: Date want • i s A ..14._ ( .4 1 ....i n. RequelL:di j Itioj 1 i _ . ca:‘i is (.2 INSPECTION NO. COMMENTS: Inspector: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 El Approved per applicable codes. LNI Corrections required prior to approval. Date: I I "-■ 4- 1 b 0 2 LIII $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 LY2 00 co 0 co Ili co u. cu 0 co 3 1 . 1 . 1 t u D O 0 0 t 11.1 U.. b ILI Z P p COMMENTS: r1d t� e 5 t'1 Type of Inspection: P I t na 1 Address: 1 8th Ave. s> Date called: N -4 - 02 Special instructions: Date wanted: — 2- a.m. '' Requester: w r y Y i Do a K Phone: 20b- -571 —? 2-80 1 1/ c1/01/ I , LIf 9/`' ci pi /01,- q. 0 7.- , k x i IP 1, " t t Li( ci 42— - c4-v -- c.gt—iv Project: D a t< r1d t� e 5 t'1 Type of Inspection: P I t na 1 Address: 1 8th Ave. s> Date called: N -4 - 02 Special instructions: Date wanted: — 2- a.m. '' Requester: w r y Y i Do a K Phone: 20b- -571 —? 2-80 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. Inspector: 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: Project: f"ti�� VV �� � Type of Inspection: WM i n pec.h W M tn i Address: 22 31 g th Ave s Date called: 3 Special instructions: Date wanted: �.m. ~0 3 -2 Z p. Requester: Ii cA rryI Doak. Phone: 20 b _ 5 1 ' 2 lg0 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Q -f Corrections required prior to approval. PERMIT NO. (206)431 -3670 Inspector: ( J D ate: ( / $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: Oh COMMENTS: Type of Inspection: Address: /2-1-.3 / «e i AV S - Date called: / Special instructions: Date wanted: ,, , a.m. p.m. Requester: ,I G4/ f I fir') Phone: C i C 'L �� I, 3,CorC361- f'. X. ( I% ? A L .-,' t'e Project: Type of Inspection: Address: /2-1-.3 / «e i AV S - Date called: / Special instructions: Date wanted: ,, , a.m. p.m. Requester: ,I G4/ f I fir') Phone: (el INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 � jJ Approved per applicable codes. h Ej Corrections required prior to approval. Inspector: 1 Date: !.2 -‘17) 2, El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Prq Yi (J* /' ~ U j Type of Irt ection Date called: _ , j Q Add P 3'14-0 Special instructions: Date wante •. . / o a. . p.m Request • f 1'37 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 s 'fiZIA . pproved per applicable codes. 0 orrections required prior to approval. COMMENTS: INSPECTION RECORD Retain a copy with permit (206)431 -3670 n or: $47.00 REINSPECTION FE at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. REQUIRED. Pri ar to inspection, fee must be paid Receipt No: Date: r i V... 1\1_ ,n..c < r i s t Re Rion: V I .� t li Add r . f �, 1) » ' res 7 Li 4 D e Iled• - 1 ; U Special instructions: t- Da want : (a.n Reque�sster: h <kin t (71 Phone: / (1 - — ,. :—',C`: (r INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Inspector Approved per applicable codes. Ell Corrections required prior to approval. COMMENTS: (206)431 -3670 Date: X4 7.00 REINSPECT)) t N FEE REQUIRED. 7rior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cal) to schedule reinspection. 'Receipt No: Date: aj Pra t: oce I - L, vi -itS Type of Inspection: Ift) . c(I! � Date called: . ' (::.0 Al dress: d re 2. 2 - 1 q (_ Special instructions: Date wanted: / „ a.m. Requeste Phone: )c.:71 , r? , , ILI INSPECTION NO. Approved per applicable codes. COMMENTS: Receipt No: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Date: (206)431 - 3670 Corrections required prior to approval. Inspector: . I Date: 0 2 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Protect: Type of Inspection: A dress:i., Date cled: i 7 al Zi ) 7/ c.) A Date wanted m. Sp ial instructions: Requester: // `S j ]/[� ../g....4...4.4,e / Woe: ' I - 7 /- ,2.vo INSPECTION NO. 151 Approved per applicable codes. COMMENTS: nsp tor: } INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. $470 REINSPECTION FEE REQ IRED. Prior to inspection, fee must be paid 006300 Southcenter Blvd., Suite 110. Call to schedule reinspection. Receipt No: Date: r ect: \ 00'144-- T Inspection: Ad ess: 2 23 1 4 S'Ati ..5, Date ca: ) 7 Special instructions: Date wan .) lo.) Reque /.." 0O04:_ SO INSPECTION NO. COMMENTS: s ec Receipt No: pproved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 AA .A A A (206)431-3670 Corrections required prior to approval. Date: (1) $ • 00 REINSPECTION E REQUIRED. Prio o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: •:.;VA WAN . : ; LtIVZI S 'f';:';=' . ;P - roj . P ect: - )a-it. 1 +1)/1/14Q- /J Type of In;pqctiori: ( it A 1 I ddress: C.-1-1 Date called:z 2 v 7 pedal instructions: Date wanted: Z 2 /9 2. .m) ter: 1l Otk, P ( 1C (Q) S7/- - .2 e 8 o '.SF.f:y4 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 'Approved per applicable codes. E1 Corrections required prior to approval. COMMENTS: I sp /(t/1/ (206)431-3670 Date: $47 REINSPECTION FEE REQUIRED. Prior t inspection, fee must be paid 4.6'300 Southcenter Blvd., Suhe 100. Call to sclfedule reinspection. Re eipt No: Date: {-�, t � I !Dili Type of Inspection: `-- r t Address:,, 3 1 4- f -- D called: Special instructions: Date wanted: G i - ,m Z ti Qz_ p.m. Requ = ter: Pt ne: - \ :1.7t-- ....i,tel INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 [i Approved per applicable codes. COMMENTS: Inspector: INSPECTION RECORD Retain a copy with permit PERMIT (206)431 -3670 Corrections required prior to approval. (// �± $4710-REiNSPECTIONitE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: Ty, of Inspection: 4 r • . T. ( Ad res I f Date cal ,' Special instructions: Date wanted: r j [c . it?�` `f�,..B3 -- Reg er: J . ' t' Php: ) • , \ Pro' 'D Ty, of Inspection: 4 r • . T. ( Ad res I f Date cal ,' Special instructions: Date wanted: r j [c . it?�` `f�,..B3 -- Reg er: J . ' t' Php: ) • , INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. r,44 required prior to approval. Inspect • r: INSPECTION RECORD Retain a copy with permit PERMIT NO. Date: /- / / f ("S ! i� t (206)431 -3670 $ REINSPECTION EE REQUIRE ' . Prior to inspection, fee must be paid t 6300 Southcenter Blvd., Suite 100. 'Call to schedule reinspection. eceipt No: Date: Project: •1 4 A • ... Type of Inspection: 1 i .1.,(-11,-- ii Via 1 Aickess: L IF) ) AV C Date called: Special instructions: Date wanted: a.m. Requester:- Phone: JI INSPECTION NO. IRK . -- pproved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 (0Y Corrections required prior to approval. 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: Projec • / / tT (� Kt F- I 'f szn e3 Type of tspection: si)c , 5 17.),,.f7t11 11 A `k't1lr) j. Address: 1 '. 31 '(� .' C d(_ Date called: 1 f 3/001 Special instructions: Date wanted: a ,m. /p.m. Requester: L') (i i i t)c.o. K Phone: L )51/ ?. INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 COMMENTS: ,proved per applicable codes. Ins ctor : ! Date:.. 1 ----2-6-A.-0‘.. , / / , / /} I El $4 REINSPECTION FEE R QUIRED. Prieto inspection fee must be paid fat 6300,Southcenter Blvd., Suit 100. Call to schedule reinspection. Receipt- No: Date: Corrections required prior to approval. COMMENTS: Type of —• ....«. i A 4 .! i J ' t ( 0 1 1 P V C tAl Ai 1%0%4, 1 7 1 gAINAL C.. Oktt a d tb t4 (“..k..A. r)f $ witA TA-It 1 v$A.A.AA ' a.m. P.m. RequeVer: , ,Q)K, et ' it ) t(t.,41.0 a A A. 1 i Wi c 6... (64 4 T C Abe" VA cAdItl, { CLP t CLA c-rep A K. 12) " tki , ScLAI pir ■AA-7 4 UN) ro 01.u.4-W k ciE 043j rim Project:,‘ tha.1 kaVa.4 Type of Inspection: , S WIN t o Ads ii - IIA Abe_ Date called: Special instructions: Date wanted: a.m. P.m. RequeVer: 1) kk-- Phone: -2a. c -7_2 0 43; 5S vJittp INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 0 Approved per applicable codes. Corrections required prior to approval. Inspector: Date: 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: • COMMENTS: Type of Inspe i on: Ad rd ess: �, ,4 l ac 1 to - s Date call j I ! l (y -), Special instructions: Date wanted; t c /`u°` a.m. CPm. C.- ,n.._ - c 1. ... ! tiJ ' L ! i — . je AA 'M ,, S • E ' c.-o-4.-4-4-.\ 1 tr-.t,., oEv c T1 Gg , 6b' CI e d 1 A AMt fl it I.V ' c Lb 6 N (Aii) 4, ( e A 'GSA t c l Pro' t: t / " 7VIe- Type of Inspe i on: Ad rd ess: �, ,4 l ac 1 to - s Date call j I ! l (y -), Special instructions: Date wanted; t c /`u°` a.m. CPm. Requester J> Ir‘4I t.'k- Phone: £ 40 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Inspector: INSPECTION RECORD Retain a copy with permit Receipt No: I Date: PERMIT NO. (206)431 -3670 Corrections required prior to approval. 6' ' Date: 1910'2- Ej $47.00 REINSPECTION FIE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Pr ject: Type of Inspectio Address: g f Date called• 2. 1C1C1 Special instructions: Date wanted. /r" /' / i / ' a.m. RI'±? Reque ter: - �.,n t Kii l Phone: �Cr . ,, 7/ - ,9 ,5'0 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Inspector:' INSPECTION RECORD Retain a copy with permit (206)431 -3670 Corrections required prior to approval. Date: ID. -.2 ` . C $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: i ect: i)C-- �'"\t~` fli e'S Type of Inspection_ i*ilrt n 9A- Address: ""1 g /9 v Dal call, / / C Special instructions: Date an l .nom 1 t 2 0/ p.m. Requester: j O a icy tj I Phone: Deic 5 7 l- eel INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA:1;81108 41 . Approved per applicable codes. COMMENTS: Receipt No: 4 Corrections required prior to approval. ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: 1r ect: Type of Inspection: Address: a31 L i g -44 ( ,) Date alle : Ii f 3 i� 1 Special instructions: ( ' Y_. .. I e. 4-e_ 17) 1" r • r"./ y• -E'.. Date ate : rn.) I t c /'I / c: _ p m. R uester: ' 4--r r I Phone: (' — ..f 1S - 1 -1) ,.2 INSPECTION NO. COMMENTS: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO, 206)431 -3670 'gj pproved per applicable codes. Corrections required prior to approval. $47 O/ FEE.BEQtlIRED. Prior to inspection, fee must be paid a 63 g0 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: —' r Il/✓ ( d i ! '.nt h' —`- -~t •/00 r Addre s: / �P� '1 -..5 Date called: f 0 i Special instructions: Date wanted) : m Reque er. ,-, Proj • : if H6 fi■ti24. Type of inspe Ion . o i 12✓i Addre s: / �P� '1 -..5 Date called: f 0 i Special instructions: Date wanted) : m Reque er. . t< e T Phorye 0(p,) - ( I 1 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. E1 Corrections required prior to approval. PERMIT NO. (206)431 -3670 Date: / / 0/ 0 $47.00 REINSPECTION)EE REQUIRED. Ppior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Ca to schedule reinspection. Receipt No: Date: FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. By fr Date i C../ Permit No. SEPARATE PERMIT REQUIRED FOR: V( MECHANICAL igt ELECTRICAL � LUMBiNG GAS PIPING CITY OF TUKWII.A BUILDER DO-IIs Com..) . Nor co -tamp bF T FZW5 Tr% r T72P R OF WALL tor,/ G' jFtot4 £xr l•' le' 14.1/ £X4 HF"L O 16 W/ Z • Ibd EA E un 1�U6006 10 5 P'c -rtG�. f Kos me: pi-4g �� 5 H1 4 R. WA C4 c.00t 44A IL. e "` ''--- PPE-Et-16R- Ttc'vsst- 5 6 Zt o.G. I14 Y51t1 OR 614 EA Zl /A - rgi 165) S aPr65 " F Liar E t.. EA vg 'p,. 6A- r' SIMPe-.cH frA S tpsr, pn 131_44, 1.crkl/E- !4 &.A (F'TwN • pL+1 pt L. To r rt.' .6 H eibf R W /va 1. r'L .. 1.4 w/ '/ M G. e•'H ,.elItE W/ 5d e 0.61 R• cue v-4.44 LA. Bc'.&P I) 4WA '61..f E arc wA L L t"o,At of > WA L DEPARTMENTS: Buildi g Division LO-Z-01 Public Works Complete Comments: TUES /THURS ROUTING: Please Route Approved Approved \PRROUT E.00C 5/99 C PERMIT COORD CO( r PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -115 PROJECT NAME: DOAK HOMES, INC. - LOT 35 SITE ADDRESS: 12231 - 48 AVENUE SOUTH Original Plan Submittal XX Response to Correction Letter #2 Structural Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions CORRECTION DETERMINATION: DATE: 9 -26 -01 Response to Incomplete Letter # Revision # After Permit Is Issued Fire Prevention Li Planning Division 5 ? 10 -L-ol n Permit Coordinator 41:41 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 1 0-02 -01 Incomplete n Not Applicable n n No further Review Required DATE: DUE DATE 10 -30 -01 Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DUE DATE Approved with Conditions n Not Approved (attach comments) I I REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D01 -115 PROJECT NAME: DOAIC HOMES, INC. - LOT 35 SITE ADDRESS: 12231 - 48 AVENUE SOUTH XX Response to Correction Letter #2 DEPARTMENTS: Building Division Public Works s.■ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ri Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: .•r APPROVALS OR CORRECTIONS: (ten days) Approved REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 Original Plan Submittal n PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Structural Review Required Approved with Conditions Approved with Conditions n REVIEWER'S INITIALS: DATE: 9-26-01 Response to Incomplete Letter # Revision # After Permit Is Issued Planning Division Permit Coordinator DUE DATE: 1 0-02-01 Not Applicable yl No further Review Re uire I n DATE: t D -i a! DUE DATE 10 -30 -01 Not Approved (attach comments) I 1 DATE: DUE DATE Not Approved (attach comments) DATE: ACTIVITY NUMBER: D01 -115 PROJECT NAME: DOAK HOMES, INC. - LOT 35 SITE ADDRESS: 12231 - 48 AVENUE SOUTH Original Plan Submittal XX Response to Correction Letter #2 DEPARTMENTS: Building Division LI Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete % PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete n Comments: TUES /THURS ROUTING: Please Route n Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten clays) Approved n Approved with Conditions CORRECTION DETERMINATION: Approved 1 PRROUTE.DOC 5/99 Approved with Conditions Response to Incomplete Letter # REVIEWER'S INITIALS: Revision # DATE: 9 -26 -01 DUE DATE After Permit Is Issued Planning Division Permit Coordinator n DUE DATE: 10-02-01 Not Applicable n No further Review Required DATE: C L al c l Q DUE DATE 10 -30 -01 Not Approved (attach comments) DATE: Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Complete LI Comments: TUES /THURS R DEPARTMENTS: Building Division Public Works Original Plan Submittal Approved Ti Approved n Y'K .()UI[ LXK SPA) PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D01 -015 PROJECT NAME: DOAK HOMES SITE ADDRESS: 12231 48 AV S X Response to Correction Letter # 1 Revision # AFTER Permit Is Issued UTING: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Please Route [11 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) REVIEWER'S INITIALS: CORRECTION DETERMINATION: n n Approved with Conditions Ti Not Approved (attach comments) Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: PERMIT COORD COPY DATE: 05 -14 -01 SUITE NO: Response to Incomplete Letter # PI n ing Division ce ft.a - (SOI Permit Coordinator twi DUE DATE: 05 -15-01 Not Applicable No further Review Required DUE DATE 06-12 -01 DATE: DUE DATE DATE: ACTIVITY NUMBER D01 -015 PROJECT NAME: DOAK HOMES SITE ADDRESS: 12231 48 AV S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # Revision # — AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works • n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUT G: Please Route Structur I Review Required REVIEWER'S INITIALS: REVIEWER'S INITIALS: PLAN REVIEW /ROUTING SLIP S tructural Incomplete n APPROVALS OR CORRECTIONS: (ten days) Fire Prevention ri Planning Division Approved Yvith Conditions Not Approved (attac co ments) DATE: CORRECTION DETERMINATION: REVIEWER'S INITIALS: DATE: 05 -14 -01 SUITE NO: Permit Coordinator DUE DATE: 05 -15-01 Not Applicable ri No further Review Re ed I,?.� DATE: 5 DUE DATE 06 -12 -01 Approved n Approved with Conditions n Not Approved (attach comments) n DUE DATE DATE: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D01 -015 PROJECT NAME: DOAK HOMES SITE ADDRESS: 12231 48 AV S SUITE NO: Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # — AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works C C Complete , 11 Comments: rl e' �1 Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete E ci c 1 4 63.9-4 S.-)11- 0 I TUES/THURS ROUTING: Please Route n Structural Review Required C No further Review Required n (L'-0( REVIEWER'S INITIALS: CC— APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: Approved REVIEWER'S INITIALS: v xcuutt lXX v■ Approved with Conditions DATE: 05 -14 -01 Fire Prevention LI Planning Division n Permit Coordinator DUE DATE: 05 -15-01 DATE: Not Applicable DUE DATE 06 -12-01 co ri Approved Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: .■111•11M a DUE DATE Not Approved (attach comments) DATE: cc: Nora Gierloff City of Tukwila PLANNING DIVISION COMMENTS Your application has been denied. Steven M. Mullet, Mayor Department of Community Development DATE: May 14, 2001 APPLICANT: Doak Homes RE: Single Family Residential Permit Application D01 -115 ADDRESS: Parcel 017900 -1290 (Lot 35) 124XX 48th Avenue South Steve Lancaster, Director Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Deb Ritter is the planner assigned to the file and can be reached at 206 -431 -3663. We have reviewed your resubmittal dated May 14, 2001. We have the following comments: The property is located in the Low Density Residential zone ( "LDR "). The performance standards for this zone include a 50% Floor Area Ratio ( "FAR ") maximum for all structures (TMC 18.10.060). The lot is 3000 square feet in size. The total floor area of the structure (which must include the garage) is 2,021. Your proposal shows a FAR of 67 %. In order to proceed with your proposal you must reduce the FAR to 50% or less. As we indicated on April 19th, staff is proposing a change in this performance standard which would eliminate the FAR. Instead, a 50% maximum lot coverage for all structures would be required. This proposal will be reviewed by the Planning Commission this summer. Although staff is recommending this change, we do not know if it will be approved by the Planning Commission and City Council. Nora Gierloff (the Planner in charge of this proposal) will know more about the status of the proposal in July. She can be reached at 206 - 433 -7141. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 -431 -3665 ACTIVITY NUMBER: D01 -115 PROJECT NAME: DOAK HOMES INC. SITE ADDRESS: 48 RD AVE S LOT 35 Original Plan Submittal Response to Correction Letter # DATE: 4 -18 -01 SUITE NO: Response to Incomplete Letter # Revision # AFTER Permit Is Issued DEPARTMENTS: R4 Building Division tu s -(-vi Public Works D t4 i G 5 - DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Please Route TUES /THURS ROUTING: REVIEWER'S INITIALS: Approved n REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved n U,„ ,,, DOC PLAN REVIEW /ROUTING SLIP 6i1 n Fire Prevention fop Structural Incomplete Structural Review Required C APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions Approved with Conditions n n C REVIEWER'S INITIALS: DATE: PERMIT COORD COPY Planning Division d i/ww 4. Permit Coordinator DUE DATE:. 4-19 -2001 Not Applicable No further Review Required n DUE DATE 5 -17 -2001 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) f DATE: Complete Comments: Approved ACTIVITY NUMBER: D01 -115 DATE: 4 -18 -01 PROJECT NAME: DOAK HOMES INC. SITE ADDRESS: 48 RD AVE S LOT 35 SUITE NO: Original Plan Submittal Response to Incomplete Letter IF _ Response to Correction Letter if Revision It AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works PLAN REVIEW /ROUTING SLIP n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Fire Prevention n Planning Division Structural Incomplete C TUES /THURS ROUTING: Please Route 54 Structural Review Required n No further Revie Requir REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved ' i C , ditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved with Conditions REVIEWER'S INITIALS: DATE: Permit Coordinator Not Applicable n Fl DUE DATE: 4-19-2001 DUE DATE 5-17 -2001 Not Approved (attach comments) n DATE: 6' -- ... ZOO I DUE DATE Not Approved (attach comments) DATE: PERMIT NO.: t/v 1 15 1� BUILDING PERMITS INSPECTIONS ❑ 00001 Progress Inspection Status ❑ 00002 Pre - construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order 0 00006 Follow -up ❑ 00007 pre -Move Inspection ❑ 00050 WSEC Residential ❑ 00060 WA Ventilationilndoor AQC ❑ 00070 NLEA Inspection/Modular Struct ❑ 00071 Mobile Horne Tie Down Insp ❑ 00072 Marriage Lines ❑ 00090 Resteel ❑ 00095 Footing Drains • 00100 Foundation Footings (i'10200 Foundation Walls ❑ 00250 Foundation insulation 00300 Concrete Slab/Slab Insulation ❑ 00350 Crawl Space 00400 Shear Wall Nailing ❑ 00450 Plywood Wall Sheathing Q 00500 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney ❑ 0 0610 Chimney Installation/All Types ®' 00700 Framing sir 0750 Roof'Ceiling Insulation 0800 Floor Insulation 00801 Wall Insulation ❑ 00802 Exterior Roof Insulation ❑ 00803 Glazing Inspection ❑ 00815 Lighting and Controls ❑ 00900 Suspended Ceiling g -. 01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01110 Pre -Move Inspection ❑ 01115 Motor Inspection ❑ 01120 Pre -Demo ❑ 01140 Pre - reroof • 01400 Final -Fire 1700 Final- Building ❑ 01900 Final -Reroof ❑ 03100 Site Visit ❑ 04000 Special- Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special- Mom/Resist Conc Frame ❑ 04003 Special -Reinf Steel Prestress ❑ 04004 Special- Welding ❑ 04005 Special- High - Strength Bolting ❑ 04006 Special - Structural Masonry ❑ 04007 Special - Reinf Gypsum Concrete ❑ 04008 Special- Insulating Conc Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special- Piling, Piers, Caissons ❑ 04011 Special- Shotcrete ❑ 0401 Special - Grading, ExcaviFill ❑ 04013 Special - Retaining Wall ❑ 04014 Special - Panels ❑ 04015 Special -Smoke Control System TENANT NAME: t' ES, ikr CONDITIONS -001 No changes to plans unless approved by Bldg Div ❑ 0010 Special inspection required. notify Bldg Div ❑ 0011 Special inspector shall submit final signed report ❑ 0012 New ceiling grid & light fixture shall meet lateral bracing ❑ 0013 Partition walls attached to ceiling grid ❑ 014 Readily accessible access to roof mounted equipment 015 Engineered truss drawings & cafes shall be an site 0016 Exposed insulation backing material ❑ 0017 Subgrade preparation including drainage. excavation ❑ 0013 Statement from rooting contractor verifying tire retardant class of r oof 019 All construction to be done in conformance w /acproved plans ❑ "No work shall be done in addition to those modifications..." - 0002 Plumbing permits shall be obtained through King Co ❑ 0020 Structural observation shall be provided for this project ❑ 0021 All food preparation establishments must have King Co 0 9022 Fire retardant treated wood shall have flame spread of 0023 Notify Building Division prior to placing any concrete ❑ 024 All spray applied fireproofing shall be special inspected 0025 All wood to remain in placed concrete shall be treated ❑ 0026 All structural masonry shall be special inspected 0027 Validity of Permit ❑ 0028 Rack storage requires separate permit Q" 0003 . Electrical permits obtained through L & I ❑ 0030 No occupancy of building until final insp by Bldg Div ❑ 0032 Remove all weeds, concrete, stone foundations. flat concrete ❑ 0036 Manufacturers installation instructions required on site ❑ "BTU maximum allowed per 1997 WA State Energy Code" ❑ 0035 Contact PW Div to obtain insp for water /sewer connect ❑ 0038 A C of 0 will be required for this perrnit 0,A039 Final approval for all TI w /in the limits of the SC Mall 0004 All mechanical work shall be under separate permit ❑ 0040 ❑ 0041 Q` 0005 ❑ 0006 All construction noise to be in compliance with 3.2 TMC Ventilation is required for all new rooms & spaces All permits, insp records & approved plans available All structural concrete shall be special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" ❑ 0007 All structural welding shall be done by WABO certified inspector ❑ 0008 .......... All high - strength bolting shalt be special inspected ❑ 0009 Bolts installed in concrete shall be special inspected ❑ 003 I Comply with requirements of TMC 16.04 ❑ 0034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "Fuel burning appliances ❑ "Appliances. which generate...." ❑ "Water heater shall be anchored...." ❑ "Reroot" Plan Reviewer: Permit Tech: Date: Date: 6- O 1 200/ s., PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -115 DATE: 4 -18 -01 PROJECT NAME: DOAK HOMES INC. SITE ADDRESS: 48- -RD- k 'E t@ 35 SUITE NO: / 3/ qe A v. S Original Plan Submittal Response to Incomplete Letter it Response to Correction Letter ;i` Revision it AFTER Permit Is Issued "111111111.11111111•11M1111•11111111MIli 111111111111111114. DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete [1 Comments: TOES /THURS ROUTING: Please Route Approved C n REVIEWER'S INITIALS: Structural Incomplete r Structural Review Required APPROVALS OR CORRECTIONS: (ten days) REVIEWER INITIALS: CORRECTION DETERMINATION: Approved with Conditions Fire Prevention Planning Division C REVIEWER'S INITIALS: Permit Coordinator DUE DATE: 4 -19 -2001 Not Applicable ri No further Review Required DATE: DUE DATE 5-17 -2001 Approved Approved with Conditions C Not Approved (attach comments) DATE: 4-/- "U I C n n DUE DATE Not Approved (attach comments) r DATE: ACTIVITY NUMBER: D01 -115 DATE: 4 -18 -01 PROJECT NAME: DOAK HOMES INC. SITE ADDRESS: 48 RD AVE S LOT 35 SUITE NO: Original Plan Submittal Response to Incomplete Letter I __ Response to Correction Letter # It AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 4-19 -2001 Complete E Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: Approved ri REVIEWER'S INITIALS: Approved PLAN REVIEW /ROUTING SLIP C C CORRECTION DETERMINATION: Fire Prevention Structural Incomplete E Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions Approved with Conditions n n REVIEWER'S INITIALS: Planning Division Permit Coordinator Not Applicable No further Review Required DATE: L1 " 1 -0( Not Approved (attach comments DATE: (-) f VI -(77 B n DUE DATE 5-17-2001 DUE DATE Not Approved (attach comments) DATE: cc: Nora Gierloff City of Tukwila Department of Community Development Cf0 W 0 � z � W 8N 0 F- The property is located in the Low Density Residential zone ("LDR"). The U o performance standards for this zone include a 50% Floor Area Ratio ( "FAR ") w z maximum for all structures (TMC 18.10.060). Your proposal shows a FAR of 70 %. c) In order to proceed with your proposal you must reduce the FAR to 50% or less. o DATE: April 19, 2001 APPLICANT: Doak Homes PLANNING DIVISION COMMENTS RE: Single Family Residential Permit Application D01 -115 ADDRESS: Parcel 017900 -1290 (Lot 35) 124XX 48th Avenue South Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Deb Ritter is the planner assigned to the file and can be reached at 206 -431 -3663. Your application has been denied. Steven M. Mullet, Mayor Steve Lancaster, Director For your information, staff has proposed a change in this performance standard which would eliminate the FAR. Instead, a 50% maximum lot coverage for all structures would be required. This proposal will be reviewed by the Planning Commission this summer. Although staff is recommending this change, we do not know if it will be approved by the Planning Commission and City Council. Nora Gierloff (the Planner in charge of this proposal) will know more about the status of the proposal in July. She can be reached at 206 - 433 -7141. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 -431 -3665 z I it W U 00 .:.[ c ACTIVITY NUMBER: D01 -115 PROJECT N %4E: DOAK HOMES INC. SITE ADDRESS: 48-R13-AVE S LOT 35 SUITE NO: Original Plan Submittal Response to Correction Letter 't Revision it AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 4-19 -2001 Complete L.__. Comments: TUES/THURS ROUTING: Please Route Approved C3 PLAN REVIEW /ROUTING SLIP C D REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) REVIEWER'S INITIALS: 4 DtaW■ CORRECTION DETERMINATION: Approved REVIEWER'S INITIALS: V+1 Fire Prevention Structural Incomplete Structural Review Required C r --- DATE: 4 -18 -01 Response to Incomplete Letter If Planning Division Permit Coordinator Not Applicable LI No further Review Required DATE: C n LI DUE DATE 5-17 -2001 Approved with Conditions Not Approved (attach comments) l DATE: 5/2-/o DUE DATE Approved with Conditions Not Approved (attach comments) DATE: 4111>o.111■• Date: / 4) O Response to Incomplete Letter # F:2" Response to Correction Letter # O Revision # after Permit is Issued Project Address: Contact Person: / ? ' City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: Project Name: `)/ C ,4- / it /�c ➢ c Summary of Revision: Phone Number: Cl .2 9( - - '7 11.A PE0 CEN ?ER 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 - l' 24 08/30/00 September 26, 2001 V�7« u3iT. Y��i�• �"aL +�`�w��',�1p�%C."�'�t'v^Y�� .. .. r.r� .. ,n -.... ,.. - City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 Attention: Permit/Planning Division Doak Homes, Inc. 11917 - 4th Avenue SW Seattle, WA. 98146 Re: Single Family Residential Permit Application D01 -115, Parcel 017900 -1290 (LOT 35) D01 -116, Parcel 017900 -1295 (LOT 36) Dear Sir /Madam: Due to the passage of the new law and FAR requirements for residential homes, we would like to request that our permit applications for lot 35 and 36 referred to above be reinstated and processed as soon as possible. There should be no additional paperwork necessary, as we have submitted all the required paperwork. Thank you for your immediate attention to this matter. Respectfully submitted by, Darryl E. Doak, Sr 4. President Doak Homes, Inc. June 20. 2001 Darryl E. Doak. Sr. Telly M Doak Doak Homes, Inc. 11917 4` Avenue SW Seattle. WA 98 146 RE: Single Family Residential Permit Applications DO1 -115 an Dear Mssrs. Doak: City of f Tukwila Department of Community Development Steve LancascA' Dir?f. Steven .W. itluller, .Wavor I have investigated the situation described by your June 5 letter. It appears that the City has issued building permits for several homes that do not meet the 50 Floor Area Ratio (FAR) standard required by the Tukwila Municipal Code. You now wish to build additional homes that would also violate the current standard. but have been denied permits for those additional homes. You have been intormed that the City is currently reviewing a proposed change to its zoning code that may resolve the situation. and have asked that consideration of the code amendment be accelerated. Unfortunately. the proposed change to this portion of the code is part of a larger issue (proper treatment of group homes) that will likely require a few months. rather than a few weeks to resolve. The proposed code changes are currently pending before the City's Planning Commission. At this point. the Commission has voiced its support for a new "building footprint" standard of 35% for lots of 6.500 or fewer square feet (this would replace the current 50 °1, FAR). Start' is now preparing ordinance language based on the Commission's direction. The Commission is expected to hold a public hearing on this matter and then forward a recommendation to the City Council. which also must conduct a public hearing before taking final action. Public notice and other procedural requirements will prevent us from acting as soon as you would like. There may be other options available to you. including revising your plans. seeking a refund of your application fees, or seeking a variance. I would be happy to discuss these options or other ideas you may have. I can be reached at ( 206) -131-3670. Sincerely. Steve Lancaster. Director Department of Community Development Cc: Mayor Steve Mullet Joan Hernandez. Council President Jack Pace. Planning :Manager Brenda Holt. Permit Coordinator • i(1, :t.i.'. ... �:1i1 %.i. • • May 16, 2001 Darryl Doak 11917 — 4th Avenue SW Seattle, WA 98146 RE: Letter of Incomplete Application #1 Development Permit Application Number D01 -115 Doak Homes Inc. — Lot 35 12231— 48th Avenue S Dear Mr. Doak: This letter is to inform you that your application received at the City of Tukwila Permit Center on May 14, 2001, is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Planning Division: Deb Ritter, Associate Planner, at (206)431 -3663, if you have any questions regarding the attached. 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. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator end File: Permit File No. D01 -115 City of Tukwila Department of Community Development Steven M. Mullet, Mayor Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431.3665 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 5 e. ' 0/ Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ) ❑ Revision # after Permit is Issued Project Name: )b» 14ii'.e / It c_ Project Address: Contact Person: Summa . of Revision: e Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: `j Entered in Sierra on S // y/b / Phone Number: .Z46 08/30/00 May 4, 2001 Darryl Doak 11917 — 4th Avenue SW Seattle, WA 98146 RE: CORRECTION LETTER #1 Development Permit Application Number DO1 -115 Doak Homes Inc -- Lot 35 12231 — 48th Avenue S Dear Mr. Doak: City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director This letter is to 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 Planning Division. At this time, the Building Division, Fire Department and Public Works Department have no comments. 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. Sincerely, Brenda Holt Permit Coordinator encl xc: File No. D01 -115 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 • Fax: 206 - 431 - 3665 WATEP METER SUPPLEMENT DEVELOPMENT PERMIT Permit No: 001-115 Status: ISSUED Site Address: 12231 48 AV S Location: Water Meter Type: PERM Water Meter Size: .75 Quantity: Work Order No: 5214A Connection Fees: Install Deposit: Adti'l Install Deposit: Plan Review Fee: Inspection Fee: Water Turn On Fee: Special Assessment: Other Fee: TOTAL WATER METER FEES: $260.00 PU8L1C WORKS ENGINEER APPROVAL: OHM • r. • • . WATER METER A $60.00 $150.00 $.00 $10.00 $15.00 $25.00 $.00 .00 Applied Dale: Issued Date: 04/16/2001 11/02/2001 WATER METER 8 WATER METER C .00 .00 $.00 1 $.00 S.00 $.00 1.00 $.00 $ ,00 $.00 $.00 1.00 $.00 $.00 .00 $.00 City Water Meter Permit #: KNQW ALL PERSONS BY THESE PRESENTS, that c� //Gait- ' /,G' c , an individual /general corporation /partnership and existing by virtue of the laws of the State of Washington, located at / /*/ 7- '/7 /n e s• , cv ic.)} 9 ' 7 i Y / City of Tukwila in King County, for and in consideration of the sum of TEN DOLLARS ($10.00) lawful money of the United States, to it in hand paid, the receipt whereof is hereby acknowledged does by these presents grant, bargain, sell property, located at / 3 / '-j r77 4-t' f 5, ix Au .k 4/,4 City of Tukwila, County of King, State of Washington, to wit: Legal Description of Real Property: Lo t 3 3 (Sfc)cl< l41/r 44.vii c /0c7, List of Materials /Asset Description ON water meter boxes located at the above address, / A lineal feet of 3 inch meter service line(s) with appurtenances, made of 'Ty /'' / material type with an installation cost of $ .7 6" ` "' , constitutes the list of materials for this turnover. The seller herein covenants, agrees, and warrants that he /she is the owner of said property and that the same is free from all liens and encumbrances, and that it will defend the sale of said property, goods and chattels, hereby made, against all and every person or persons whom so ever, lawfully claiming the same or any part thereof. P:PW Dev Engr /Forms /Water Supply Asset Sale WATER SUPPLY ASSET Bill of Sale /MI/ 110''2. 1oi115 EXECUTED at the City of Tukwila, Washington on this ? day of Q-A-L---- , 20 a2—. SELLER: riA e Fe(„�1, BY: TITLE: STATE OF WASHINGTON County of King ) s On thi day personally appeared before me DOA-K_ . To be known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that I -Qc signed the same as free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal arc]► • day of �-- , —: Print Name A-Lr-e,.. S. 01-.32, NOTARY PUBLIC in and for the State of Washington, residing at /61 C . My commission expires p9-- [ `t -OS P:PW Dev Engr /Forms /Water Supply Asset Sale : xswari"C:`r•s "'+'d� riY +°^ +r''P'� .+ '?.:�x�x. - .: .' t�: ?, i .. •..��, i , .� .. ... .. .. • -i Res ''ential Sewer Use Certific. 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 after February 1, 1990 shall be subject to a caoacity charge. The amount of the charge is established annually by the King County Council but is limited by state law to 610.50 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 J o ,,4 - Property Tax I.D. Number (Last r j r �e metal Property Legal Address: L/ < C/ Subdivision Name 41/c t-'*&',v fic_c^c/ Subdiv. # Lot # ,� �"' r Block # f Bu il d i ng f Name ti j4 Property Street Address 7 '! 4/ Y rk -c1 e " , City, State, Zip _�� � 424. Owner's Maili Address (II different from above) Party to be Billed N r/)- (0f different from owner) Party's Mailing Address N //P- OI different from above) 1 /' 47— '-177i .CQ sue, q 0 Owner's Phone Number ( 20 6 ) .7 —6* 7 Property Contact Phone Number ( ) City or Sewer District �c� o �" ccA_ c i Date of Connection Side Sewer Permit # Do (-1J Demolition of pre - existing building? ❑ Yes kNo Demolition Permit # Please check appropriate box: Single- family :1 Duplex (0.8 RCE per unit) 3 -Plex (0.8 RCE per unit) C� 4 -Plex (0.8 RCE per unit) [l 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 = 1.0 1.6 2.4 3.2 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. Residential Customer Equivalent (RCE) NAA Signature of Owner /Representative Print Name of Owner /Representative 1057 (Rev. 7 00) White — King County Yellow — Local Sewer Ageriy Pink — Sewer Customer For King °Coun • Account .# Monthly. Rate Six Month Due Date 1 CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS FOR COMPLIANCE WITH PLANS AND SPECIFICATIONS. 517E CONDITIONS INCLUDE, SOIL, TOPOGRAPHY,, REQUIRED SETBAGK5 AND IF APPUCABLE, THE DIMENSIONS OF EXISTING STRUCTURES AND THEIR STRUCTURAL AND MECHANICAL COMPONENTS. THIS OFFICE SHALL BE NOTIFIED PRIOR TO CONSTRUCTION OF DISCREPANCIES, AMBIGUITIES OR OMISSIONS IN HE PLANS. 2. • WRI I t EN DIMEN5iON5 TAKE PRECEDENCE OVER DRAINING SCALE, DETAILS TAKE FREGEPENGE OVER PLAN AND ELEVATION VIERS. 3. ALL WORKMANSHIP, MATERIALS AND INSTALLED PRODUCTS SHALL MEET OR EXCEED THE ACCEPTED INDUSTRY STANDARDS AND SHALL MEET OR EXCEED THE MINIMUM REQUIREMENTS OF THE U.B.G., W.S.E.G., UF.C., U.M.G., AND ALL APPUCABLE LOCAL COPES. WHICH SHALL TAKE PRECEDENCE OVER NOT 5, SPECIFICATIONS AND DRAWINGS. 4. UNLESS A FROFE55IONAL SURVEY ACCOMPANIES THE PLANS, THE PLOT PLAN WAS DRAWN FROM GENERAL SITE LANDMARKS AND 15 NOT TO SE CONSTRUED AS A PROFESSIONAL SURVEY. THE CONTRACTOR SHALL TAKE FULL RESPONSIBILITY FOR MAINTAINING REQUIRED ZONING SETBACKS OR SHALL, AT 1415 DISCRETION, REQUE5T THE ONINER TO PROVIDE A PROFESSIONAL SURVEY TO DETERMINE SETBACKS AND /OR OTHER ZONING RESTRICTIONS. 5. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND INSPEGTTONS AND SHALL. NOTIFY THIS OFFICE, PRIOR TO CONSTRUCTION, OF ANY'RE VI5ION5 OR ADDED REQUIREMENTS REQUESTED BY THE BUILDING OFFICIAL WIT IN HIS/HER JURISDICTION. 6. THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL REQUIRED OPENINGS IN FLOORS, WALE AND ROOF WITH PROPOSED MECHANICAL, PLUMBING AND FI F.TIRIGAL WORK PREFABRICATED ITEMS TO BE HANDLED AND INSTA LED PER MANUFACTURER'S RECOMMENDATIONS. GENERAL NOTES GENERAL GONSTFZUGTON NOTES A. SITE CONDITIONS AND SITE YVORK 1. IF SOIL CONDITIONS ENCOUNTER.ED UPON EXCAVATION DIFPE3i FROM THE SOIL BEARING CAPACITY OUTLINED UNDER "DESIGN LOADS ", OR IF EXCESSIVE GROUND WATER IS PRESE=NT, CONTACT THIS OFFICE BEFORE FROCEEI i6, ALL FOOTINGS' SHALL EXTEND TO BELOW THE FROST UNE AND SHALL BEAR ON UNDISTURBED. NATIVE SOIL. 2. DO NOT BACKFILL UNTIL /MALLS HAVE BEEN ADEQUATELY BRACI!D OR HAVE BEEN DESIGNED TO RESIST LATERAL EARTH PRESSURE. BACKFILL MATERIAL SHALL BE GLEAN, PERMEABLE AND FREE OF ORGANIC MATEEIRIALS. B. CONCRETE 1_ • CENTER ALL POST FOOTINGS UNLESS NOTED AND PROVIDE r PLINTHS AT SNOBS OR S" PLINTHS AT EXPOSED EARTH (6" IF POST 15 PRESSURE TREATED). PROVIDE 6" MIN- FROM SILL PLATES TO FINISHED GRADE. DAMP -PROOF BASEMENT FOUNDATION MALLS WITH 2 COATS ASPHALTIC, El IULSJON U.N.Q. G. REINFORCING 1. INSTALL REINFORCING PER A.G.I. STANDARD PRACTICE. SPLICE CORNER AND CONTINUOUS BARS KITH A MIN. OF 30 BAR DIAMETERS. MINIMUM BAR CONE COVER: EXPOSURE TO INEATHER 2 ", TO EARTH 3 ". TO OTHER 1 ". 2 EMBED ANCHOR BOLTS A MINIMUM OF T' U.N.O., PLACE }ITHIN 12" OF ENDS. 3. NEN FOOTINGS SHALL NOT IMPOSE "UNDESIGNFD LOADS ON NEN OR EXISTING EASEMENT OR RETAINING WALLS. D. LUMBER AND FRAMING 1. FRAMING LUMSER: K.D. TO 1q% MOISTURE CONTENT, GRADED PER STD. GRADING RULES PER 94.0.L.J13. OR N1NP.A. AS APPLICABLE. GRADE AND SPECIE 5 PER FRAMING PLANS, GENERAL. NOTES AND "DESIGN LOAD CHART". 2 SILL PLATES, DECK SUS - STRUCTURES, POSTS AND SEAMS EXPOSED TO -V EATHER AND ANY WOOD IN CONTACT Y JTH CONCRE I t SHALL BE PRESSURE TREATED }ITN AN APPROVED PRESERVATIVE. COLUMNS AND POSTS SHALL BE FRAMED TO TRUE END EEARINGINITH ADEQUATE ANCHORS AT TOP AND BOTTOM TO AVOID UPLIFT AND DISPLACEMENT. PROVIDE LATERAL SUPPORT FOR SEAMS, RAFTERS AND JOISTS PER USG' 2306.7. PROVIDE, TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS ARE INSTAlLESJ. 3. PROVIDE A MINIMUM JOIST BEARING OF 1 1/2' ON POOR, 3" ON CONCRE I E. " ;s 4. MULTI 2X BUILT -UP BEAMS SHALL BE SPIKED TOGETHER. UNLESS NOTED, USE 1Od NAILS a 12" O.G. STAGGERED. 5. SOLID BLOCK IN/ 2X 0 MIDPOINT OF STUDS OVER 10 1-tt1, B+ OW BEARING PARTITIONS PERPENDICULAR TO JOISTS AND RAFTERS a SUPPORTS_ S. WOOD ENTERING CONCRETE OR MASONRY SHALL HAVE 1/Z" NET AIRSPACE AT TOP, SIDES AND END. '7. DOUBLE JOISTS UNDER. PARALLEL. BEARING PARTITIONS AND UNDER WINDOW CRIPPLES AT CANTILEVERED FLOOR 5EETIONS. S. FIRESTOP AND DRAFTS TO CUT OFF ALL CONCEALED HORIZONTAL AND VERTICAL OPENINGS BETWEEN FLOORS. FLOOR TO AMC. AT 10' INTERVALS HORIZONTAL BEHIND YtA.LL FURRING, AT TOP, BOTTOM AND SIDES OF STAIRS. '1. 61.1 -LAM BEAMS SHALL BEAR AJ.T.G_ INSPECTION STAMP AND SHALL BE "ARCHITECTURAL APPEARANCE' GRADE INHERE EXPOSED TO VIEW. E. METAL CONNECTORS 1. ALL. METAL CONNECTORS SHALL BE ''SIMPSON' OR AN APPROVED EQUIV. 2. FRAME SALINE; SHALL COMPLY WITH UBG TABI'E x-11 13-1 UNLESS NOTED OT1-IERNI5E ON FRAMING PLOWS OR ON 514EARJMAL.L SCHEDULE. ALL NAILS SHALL BE COMMON WIRE NAILS 3. USE CUT WASHERS AT BOLTED CONNECTIONS. CONNECTORS EXPOSED TO PIEATHER SHALL BE GALVANIZED OR HAVE APPROVED COATING. ROCE1.46 SHALL BE FASTENED WITH CORROSION - RESISTANT FASTENERS. F. PLYYVOOD AND DIAPHRAGM NAILING 1. ALL PLYWOOD FOR STRUCTURAL USES SHALL CONFORM AND BEAR A GRADING STAMP OF THE AMERICAN PLYWOOD ASSOCIATION(APA) AND NAIL PE iUBC TAELE'23- 11-B-1 LINO_ 2. PROVIDE DIAPHRAGM SHEATHING AND NAILING AS FOLLOWS UNLESS NOTED ON PLANS: FLOOR SHEATHING SHALL BE T4G 3/4' G -D -EXT -AEA PLYWOOD WITH ES(T_ GU1E, °1. 32 1S, GLUE TO JOISTS AND NAIL NTH 10d a 6' 0/C, EDGES, 1Od a 10" 0/C FIELD. ROOF SHEATHING SHALL BE 15/52' G -D-INT -APP.' PLYWOOD WITH EXTERIOR GLUE, P.1. 24/0, NAIL Sd a 6' 0/C EDGES, Sd 0 12 O/G FIELD G. VENTILATION AND ACCESS 1. VENTILATE CRAWL SPACES AND OVERHANGING FLOORS NUN ECREENED OPENINGS ' NOT LEES THAN! 1 5.2. FT. (NET FREE) FOR EACH 150 SCL FT. OF UNDER FLOOR AREA. DISTRIBUTE', OPENINGS APPROXIMATELY EQUF.:- ALONG THE LENGTH OF AT LEAST TWO OPPOSITE =DES AND COVER WITH 1/4" CORROSION RESISTANT HIRE MESH AT CRAM!- SPACE OPENINGS. 2. VENTILATE ' FilTH CROSS VENTILATION EQUAL TO 1/150TH OF THE ATTIC AREA(NET' FREE). EXCEPT THE AREA MAY BE 1/300TH, PROVIDED AT LEAST ..J% OF THE REQUIRED VENT AREA IS 3 FT. ABOVE E.E.E. S N' H 50% OF THE REQUIRED VENT AREA. IN THE EAVES. 3. PROVIDE AN ACCESSIBLE ATTIC ACCESS PANEL. 22" X 50" MINIMUM WTTH A CLEAR HEIGHT OF 30 ", INSULATE AND HEATHER- STRIP. 4. PROVIDE 15" X 24" CRAWL SPACE ACCESS TOE:DER FLOOR AREAS. 14. SA1-i= IY GLAZING 1. TEMPERED SAFETY GLASS SHALL. SE INSTALLED { " HAZARDOUS LOCATIONS, INCLUDING AREAS THAT ARE SUBJECT TO HUMAN IMPACT, GLAZING IN DOORS, GLAZING WITHIN A 24" ARC OF CLOSED DOOR. GLAZED ARPaS > 4 SQ_ FT. WHEN LESS ',THAN 15' ABOVE FLOOR OR. NALKINS SURFACE AD AS DESCRIBED 114 UB.G_ 2406. SAFETY ° GLAZING 15 REQUIRED TO BE PERMANENTLY MARYED PER UBG 2406.2 1. ELECTRICAL 1. Fl FCTRICAL CONTRACTOR SHALL EVALUATE- ''D DE (ERMINE ADEQUACY OF EXISTING AND PROPQ r. FT F TRJCAL SERVICE AND PROVIDE REQUIRED CSR. ; i 5 AND AMPERAGE PER N.E.G., STATE AND LOCAL ENERGY COD AND MANUFACTURERS SPECIFICATIONS FOR PROPOSED PRODUCTS, APPLIANCES AND EGIJIPMEI'IT. SEPARATE PERMIT REQUIRED. J. MECHANICAL 1. WARM AIR FURNACE OR GAS H.W. SHALL NOT BE INSTALLED UNDER STARS AND SHALL HAVE PROPER VENTS AND DIRECT OUTSIDE COMBUSTION AIR. 2. GAS APPLIANCES IN GARAGE SHALL BE ON A '.S' HIGH PLATFORM. 5. AIR DUCTS PENETRATING GARAGE TO HOUSE SEPARATION SHALL SE 26 GAUGE MINIMUM OR =HALL HAVE APPROVED DAMPERS. 4. DUCTING SHALL MEET U.M.G. STANDARDS AND SYSTEMS ARE TO BE BALANCED. CONTRACTOR SHALL PROVIDE MECHANICAL DUCTING DIAGRAMS /SHOP PRAPUN65, EQUIPMENT SIZING, HEAT L055 CALCULATIONS AND MANUFACPJRER'S DATA ON EQUIPMENT EFFI _ E' :CY FOR ARCHITECTS REVIFJ^I 5. BATHROOMS, LAUNDRY ROOMS, KITCHENS AND 'SPA ' ROOMS SHALL HAVE MECHANICAL EXHAUST N RIGID DUCTING TO EXTERIOR, WITH A BACKDRAFT DA,=,; ;T, CAPABLE OF 5 AIR CHANGES PER HOUR, SEE ENERGY AND INDOOR AIR QUALITY NOTES FOR FAN VOLUME AND 50NE RATING. SEPARATE PERMIT REQUIRED. 1. PLUMBING GONTRAC:TOR SHAD_ ELLE /vim._ LUNG., rvw VENTS PER U.P.G. 2. HOT WATER TANKS SHALL BE SIZED BY INDUSTRY 'STANDARDS FOR PROPOSED USE AND BE LABELED NAEGA APPROVED. 3. FLOW RATES TO COMPLY WITH WAG 51 -45 SECTION 402.0 TOILETS: 1.6 GPF(MAX), SHOWERS: 2.5 GPM(MAX), LAVATORISS/FAUCET: 2.5 GFM(MAX). 3. PROVIDE SEISMIC STRAPS AND PRESSURE RELIEF VALVES(PLUMBED TO OUTSIDE) AT HOT WATER TANKS. SEPARATE PERMIT REQUIRED. L. MOISTURE CONTROL 1. 'SHOWERS SHALL HAVE AN APPROVED HARD, SMOOTH AND WATER RESISTANT .SURR E TO A HEIGHT OF 70" ABOVE DRAIN INLET. 2. PROVIDE NIATERPROOE ‘ BOARD OR GLASS MESH MORTAR UNITS SEHIND TILE AT SHOWER SURROUNDS. TILE SHOWERS WITH A.SITE- BUILTPAN SHALL BE FILLED AND LEAK TESTED FOR 12 HOURS:' EROVIDE MILDEW RESISTANT CAULK AT ALL TILE ACCESSORIES. M. BATH SAFETY 1. HINGED :SHOWER DOORS SHALL OPEN OUTWARD AND ENCLOSURES SHALL BE FULLY TEMPERED OR LAMINATED SAFETY GLASS, MINIMUM THICKNESS = 1 /S" TEMPERED, 1/4 LAMINATED AND MEET U.S.C. STANDARDS. 2. FLOOR TILES AT SHONE3RS AND NET AREAS SHALL BE SKID - RESISTANT. .,/.. 3. PROVIDE SECURE BLOCKc :NG FOR ALL GRAB BARS PER. PLAN, CAPABLE OF 5UFEEERTING A 300s IMPACT LOAD_ N. TRUSSES 1. PRE- FABRICATED TRUSS .. SHALL BE DESIGNED BY A WASHINGTON STATE LICE NS STRUCTURAL ENGINEER AND IN ACCORDANCE WITH THE PLAN REQUIREMENTS_ SUBMIT - COMPLETE SHOP DRANIN65 WITH ENGINEERS SEAL FOR APPROVAL PRIOR TO FABRICATION. TRUSSES MUST BE STAMPED BY AN, APPROVED TIANUFACTURE R OR BY A GUAUTY CONTROL AGENCY S. ,EH AS WASHINGTON WOOD TRU55 FABRICATORS COUNCIL_ 2. CONTRACTOR SHALL VERIFY EXACT SPANS PRIOR TO FABRICATION. 3. APPROVED HANGERS MUST BE USED AT ALL CONNECTIONS OF RAFTERS, J:';CKS, OR HIP TRUSSES TO A MAIN GIRDER TRUSS. NON-BEARING PARTITIONS BELOW TRUSSES SHALL BE SEPARATE,!.'' FROM TRUSS WITH SIMPSON STC FASTENERS. 4. TRUSSES SHALL BE HANDLED AND INSTALLED IN ACCORDANCE NTH MANUFACTJRERS SPECIFICATIONS. O. SKYLIGHTS ;� 1. GLAZING SHALL BE INSULAi'3D, TEMPERED 6LASSCI'OP), LAMINATED GLASS(15017 AND 7/32 THICK MINIMUM. 2. PROVIDE A MINIMUM 4" CEEB, FLASHED AND COUNTER FLASHED AT TOP AND BOTTO.4 AND STEP FLASH SIDES. THE UNIT SHALL HAVE A CONDENSATION GUTTER AT THE LOWER END. INSTALL PER I "+L 1I FACNRER'S II[STRUGTIONS, FINISH AND FLARE WELL TCS.C'NG PER PLANS. P. EMERGENCY'•EGr«- 1. EVERY SLEEPING )R001-4 tS'-", BASEMENT SHALL HAVE AN EXIT DOOR TO THE OR OR A MINIMUM OF ONE NINDON WHICH MEETS THE F ti'OWING RE GJIRE ME3!ETS: MAXIMUM SILL HEIGHT OF 44" t4E ' CLEAR OPENING AREA OF 5.7 SO. FT., MINIMUM GLEAN . HEIGHT, OF 24", MINIMUM CLEAR /MOTH OF 20" AND 5 -? =!' . BE OPERABLE FORM THE INSIDE, WITHOUT SPECIAL TOGS' OR KNOWLEDGE,. 1 Q - SMOKE ')✓ETEGTOR 1. SMOKE DETECTORS SHA 3E PROVIDED IN EACH SLEEPING ROOM M REGD SHALL IONS, MO UNTED ON THE PER MANUFACTURERS BTMMEN �,ATIONS, MOUNTED CENTRALLY? LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO.EACH SEPARATE SLEEPING AREA. IN STRUCTURES WITH =DIORE THAN ONE STORY OR WITH A BASEMENT, A SMOKE DETECTOR SHALL BE INSTALLED ON EACH STORY END' IN THE BASE-iE IT_ IN SPLIT LEVEL STRUCTURES, FP' VDE SMOKE DETECTORS ON UPPER LEVEL, UNLES5 SLEEPING ROOMS ARE LOCATED ON LOWER LEVEL, THEN SMOKE, ;7E TECTORS ARE REQUIRE ON BOTH LEVELS. ALL SMOKE grTSCTORS SHALL SE AUDIBLE IN SLEEPING ROOMS. 2 SMOKE DETECTOR IN NEV! CONSTRUCTION SHALL BE DIRECT HIRED TO BUILDING tEiNER WITHOUT A DISCONNECT SWITCH' OTHER THAN FOR OI'SRCURRE]-NT PROTECTION AND MUST HAVE BATTERY BACK -UI'. ALL OTHERS MAYBE BATTERY OPERATED. R. SECURITY 1. PROVIDE SECURITY AT ENTRANCE AND GARAGE DOORS WITH A MINIMUM 1 /2",!,THRON DEAD BOLT METH TOOLS LOCKS . OPERABLE WITHOUT,SPECIAL KNOWLEDGE OR 2. PROVIDE OBSERVATION PORT a 54 " -66" OFF FLOOR AT UNGLAZED ENTRY DOORS. 5. PROVIDE SECURITY FOR EINDONS < 10' FROM FINISHED GRADE. 5. GARAGE SEPERATION 1. GARAGE/DWELLING SE. ;=RATION SHALL CONSIST OF FIRETAPED 5/5" GINS, TYPE "X" APPLIED TO ALL GARAGE SURFACES ADJOINING DFIE4LING5 LIVING, ATTIC AND CRAWL SPACES U.N.O. 2. GARAGE CEILING WITH LIVING SPACE ABOVE USING 130 OR SHALL USE 2 LAYFE3 1/2" GNB TYPE S. STRUCTURAL. SUPPORT- FOR DWELLING SPACES, WHEN IN THE GARAGE SHALL ALSO BE FRAPPED( INCLUDING WALLS, POSTS, SEAMS AND JOISTS IF SUPPORTING FLOOR ABOVE. 4. AIR DUCTS PENETRATING THE SEPERATION SHALL BE - 25 GAUGE OR HAVE AN APPROVED DAMPER. . 5. DOORS FROM GARAGE TO MELT ING SHALL BE 1- 3/S" SOLID CORE, TIGHT FITTING AND SELF -GL' OSIN6.] 1 A 1 1 1 • T. STAIRS AND GUARDRAILS . . 1. PROVIDE A STAIRJNAY WIDTH OF 36" MINIMUM, RISER HEIGHT OF S' MAXIMUM, MINIMUM TREAD LENGTH OF S" AND A 3/5" MAXIMUM VARIATION. 2. STAIRWAYS < 44" IN WIDTH MAY HAVE ONE HANDRAIL UNLESS BOTH SIDES ARE OPEN. 3. HANDRAILS SHALL BE PLACED 54" TO 35" OFF NOSING AND SPACED 1 -1/2" MINIMUM OFF WALL WITH A 1 -1/2" TO 2" DIAMETER, SMOOTH GRASP AND A NEWEL OR RETURN AT S. 4 1541:7 . PROVIDE 6' -S" MINIMUM CLEAR HEADROOM ABOVE STAIR NOSING. • S. PROVIDE GUARDRAILS FOR AREAS 30" ABOVE GRADE OR ADJACENT FLOORS, WITH A MINIMUM HEIGHT OF 56 AND INTERMEDIATE BALUSTERS OR RAILS SPACED SO THAT A 4' SPHERE CANNOT PASS THROUGH. . 6. ENCLOSED USABLE SPACE UNDER STARS SHALL HAVE 5/8' GF03, TYPE "X" FIRETAPED ON WALLS AND SOFFITS. PROVIDE FIREBLOCKING IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT TOP AND BOTTOM OF RUN AND BETWEEN STUDS ALONG AND IN LINE WITH RUN OF STAIRS, IF THE WALL UNDER THE STAIRS ARE UNFINISHED. U. SOLID FUEL. FACTORY BUILT FIREPLACES! STOVES' AND INSERTS - -. 1_ UNITS SHALL BEAR THE STAMP OF AN APPROVED TESTING LAB AND SHALL BE INSTALLED IN ACCORDANCE WITH THE TERMS OF THEIR LISTING AND THE MANUFACTURERS INSTRUCTIONS. 2. UNITS SHALL HAVE TIGHT - FITTING GLASS DOORS, READILY ACCESSIBLE DAMPER CONTROL, OUTSIDE COMBUSTION FOR AIR AT FRONT OF FIRE BOX AND A 3/5" THICK (MIN) NON - COMBUSTIBLE HEARTH EXTENSION WHICH IS READILY DISTINGUISHABLE FROM SURROUNDING FLOOR. HEARTH EXTENSIONS PER V. 6 BELOW. 5. PROVIDE CHIMNEY CLEARANCES AND SIZE PEA U.M.G. AND NA-E.0. STANDARDS FOR INSTALLATION OF SOLID FUEL BURNING APPLIANCES. 4. PROVIDE SEISMIC ANCHORAGE.FOR METAL FIREPLACE CHIMNEYS. CHIMNEYS TO BE ANCHORED AT EACH JOIST WITH (2) 1/2" X 1/5'- METAL STRAPS LOOPED AROUND THE OUTSIDE OF THE CHIMNEY AND INSTALLED AND NAILED NM (6) Sd NAILS PER STRAP TO ROOF OR OGLING FRAMING. V. MASONRY FIREPLACES AND CHIMNEYS 1.'- CHIMNEY SHALL NOT SUPPORT ANY STRUCTURAL HEIGHT OTHER THAN FIB OWN UNLES5-50 DESIGNED. 2. PROVIDE ACCESSIBLE DAMPER CONTROL AND OUTSIDE COMBUSTION AIR. S. MAXIMUM TEMPERATURES, FLUE LINING, FLUE SIZING, TERMINATION HEIGHT AND CLEARANCES TQ_COMBUSTIBLES SHALL COMPLY WITH' USC TABLE 31-5 AND 31,=A. 4_ SEISMIC ANCHORAGE SHALL BE PROVIDED FOR MASONRY CHIMNEYS ',AT EJCLI3;LIOR.WALAS PER USG 3102.4.3. S. CLEARANCE TO COMBUSTIBLE MATERIAL 2' FROM. FIREPLACE SMOKE CHAMBER. AND CHIMNEY NALL.% S' FROM FIREPLACE OPENING, k.ND-COMBUSTIBLE MATERIAL PITH 17 QF OPNIL'.3 SHALL' NOT PR *:,ECT MOIL. B TdAN 1L8_ PER INCH OF CLEARANCE , 'RCM OPEEiNG. ' 6. 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 IS GREATER THAN 6 SQ. 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. IN. ENERGY NOTES PER 1997 1AISEC 1_ EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES. OPENINGS BETWEEN HALLS AND FOUNDATIONS, BETWEEN WALLS AND ROOF. AND BETINEE4 NALL PANELS; OPENINGS AT PENETRATIONS OF UTIUTY SERVICES THROUGH WALLS, ROOF AND FLOORS: AND OTHER SIGH OPENINGS IN THE BUILDING ENVELOPE, INGLUDIN' ACCESS PANELS, INTO UNHEATED SPACES, SHALL BE SEALED,' CAULKED. GASKETED OR'F EATHER-STRIPPED TO LIMIT AIR LEAKAGE. VIE THERSTRIP EXTERIOR DOORS AND DOORS ADJOINING UNHEATED SPACES. EXTERIOR OPENINGS EXPOSED TO FI ATHE R. SHALL BE FLASHED IN SUCH A MANNER AS TO MAKE THEM WEATHERPROOF. ALL FLASHING. COUNTERFLASHING AND COPING, W14151 OF - METAL. SHALL BE NOT < 26 GA CORROSION RESISTANT META 2 L_ PROVIDE VAPOR BARRIERS AT HEATED SIDE OF INSULATED ASSEMBEJES EXCEPT AT INSULATED WALLS WITH KR YIALL BOARD AND AT SHONE. CEILINGS. 3. PROVIDE 6 MIL, BLACK, POLYETHYLENE GROUND COVER. AT CRAWL SPACES. LAP 12" MINIMUM AND LAP UP FOUNDATION WALLS TO A HEIGHT OF ADJACENT EXTERIOR GRADE. 4. INSULATE FLOORS, 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). 7_ INSULATE 24' OF PERIMETER OF SLABS AT HEATED ROOMS WITH R -10 RIGID INSULATION. S. INSULATE HOT HATE R. PIPES PER TABLE 4 -11. 9. PROVIDE 2.5 G.P.M. FLON REESTRICTORS AT SHOWERS . 10_ HEATERS SHALL MEET 19.57 NAEGA. 11. ELECTRIC HET 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% Cl THE DESIGN LbAD 0v740). INSTALLING CONTRACTOR SHALL PROVIDE SIZING AND HEAT LOSS GALES. 13. RECESSED LIGHTING SHALL BE TYPE 1C OR NON 1C INSIDE AIR' -TIGHT ASSEMBLY (1/2" GWB` 14_ EXTEND FUND BAFFLES TO A POINT 12" VERTICALLY ABOVE THE TOP OF INSULATION. X. VENTILATION AND INDOOR AIR QUALITY PER VIAQ 1997. 1. INTEGRATED WHOLE HOUSE VENT SYSTEM FOR THE INTERMI I I tNTLY OPERATED INTEGRATED FORCED AIR HEATING SYSTEM. A. SOURCE SPECIFIC, VENTILATION REQUIIZI3"(ENTS 1. EXHAUST FAN REQUIREMENTS: BATHROOMS. IAUNDRLES AND FONDER ROOMS SHALL HAVE MINIMUM SO CFM g .25 N.G. KITCHENS SHALL HAVE MINIMUM 100 CFM 0 _25 W G. RANGE HOOD FANS. 2. EXHAUST DUCT REQUIREMENTS: DUCTS TO " INSULATED TO R-4 IN UNCONDITIONED SPACES, BE EQUIPPED KITH A SACK DAMPER, TERMINATE OUTSIDE THE BUILDING ENVELOPE AND COMPLY NITH TABLE 53 VIAQ CODE. NOTE: IT IS RECOMMENDED BY KING COUNTY TO INSTALL A CENTRALLY LOCATED WHOLE HOUSE EXHAUST FAN WITH A MAXIMUM SS•ONE' RATING OF 1S AND SIZED ACCORDING TO TABLE 3 -2 VIAQ AND CONNECTED TO THE AUTOMATIC CONTROL TIMER_ THIS WILL 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 1997 EDITION 4 AMENDMENTS , pr" 1941 WASHINGTON STATE ENERGY CODE MAC 51 -11 LIVE LOADS FLOOR: 40 PSF, ROOF: 251°5F, ATTIC: 15 PSF, STAIRS: 100 P5F DECKS: 40 PSF, BALCONIES 60 PSF.GUARDRAILS: 20* PLF AT TOP OF RAIL - SEISMIC ZONE: 3. BASIC HIND SPEED: SO MPH, EXPOSURE (LINO) SOIL SEARING CAPACITY ASSUMED AT 2000 P5F " (UNO)' IN PIANS OR A SOILS REPORT BY A QUAUFIED SOILS ENGINEER. EARTH PRESSURE ASSUMED AT 60 PCF'EQUIVALENT FLUID PRESSURE FOR BASEMENT MALLS AND 30 PCP FOR CANTILEVER RETAINING HALLS. - �ONCrcE.T as. • MINIMUM COMPRESSIVE STRENGTH: 2500 PSI AT 2S DAYS (LINO). 5 1/2 SACK CEMENT PER CU/YD, MAX. 6 GAL HATER PER SACK MAXIMUM SLUMP 4 ", MAXIMUM AGGREGATE SIZE 1 -1/2" RETAINING NALL: 2500 P5I AT 25 DAYS, 5 1/2 SACK CEMENT PER CUE . ���" EXTERIOR WALKS AND SLABS TO BE'AlllftiI1 ah96)_ REINFORCING STEEL ASTM A-615 GRADE 40 FRAMING LUMBER (UNLESS OTHHRHISE NOTED ON PLAN) PLATES AND SILLS GONG) STUDS JOISTS AND RAFTERS POSTS AND HEADE]R5 BEAMS GLU -LAM BEAMS (SIMPLE SPAN) GLU-LAM BEAMS(CANTILEVER) DECK JOISTS DECK BEAMS HF 11 2 OR BTR(PT HF "STUD GRADE" - HF 112 DF *2 DF *1 24P-V3 240.-'4i }} u P.T. H P.T. HF *1 0 l'Aik pk'3 METAL CONNECTORS SIMPSON" BRAND OR AN ICBO EQUIV MASONRY MORTAR: TYPE 5, 1 PC', 1/2 LIME PUTT', 4 SAND. STEEL: GR.- 40 , Ct REC..L •-0 'APR 1 6 ZOO PERMIT CENTER CONNECTION tea' 1. Joist to sill or girder, toenail - 3-8d 2. Bridging to joist, toenail each end 24d 3. 1' x 6' (25 mm x 152 mm) subfloor or less to each joist, fax nail _ . 2-8d 4. Wider than 1' x 6' (25 mm x 152 mm) subfloor to each joist, face nail 3-8d 5. 2' (51 mm) subfloor to joist or girder, blind and fax nail I 2-16d 6. Sole plate to joist or blocking, typical face nail 16d at 16" (406 mm) ex. Sole plate to foist or blocking, at breed wall panels 3-16d pa 16- (406 mm) 7. Top plate to stud, end nail 2 -16d 8. Stud to sole plate 44d, banal e, 2 - 164 end nail 9. Double studs, bee nail : . 16dat24'(610 mm) ex. 10. Doubled top plates, typical face nail 16d 21 16" (406 mm) ox. Double top plates, lap splicer 846d 11. Blocking between joists or rafters to top plate, toenail 1 3 12 Rim joist to top plate, toenail 8d at 6' (152 mm) o c. 11 Top plates, laps and intersections. face nail 2 -16d 14. Continuous header, two pieces 1 164 at 16' (406 mm) o e. along each edge 15. Ceiling joists to prate, toenail 3 16. Continuous header to stud, toenail 4-8d 17. Ceiling joists, laps over partitions,, face nail 346d 18. Ceiling joists to parallel rafters, fax nail 3-164 19. Rafter to plate, toenail 3-8 20. 1' (25 mm) brace to each said and plate, fax nail 24d 21. 1" x 8' (25 x 203 mm) sheathing or less to each bearing, face nail 2 '22 Wider than 1" x 7 (25 mm x 203 mm) sheathing to each bearing, face nail 3-8d 23. Built -up comer studs 16d at 24' (610 mm) o.0 24. Built -up girder and beams 20d at 32" (813 mm) o.c. at lop and bottom and staggered 2-20d at ends and at each splice 25. 2' (51 mm) planks 2 -16d at each bearing 26. Wood structural panels and particteboard: Subioor and wall sheathing (to framing); 1 /z (127 s.:) and less 60 15/ (5 mm -19, mm) 8d or 7/8' (22 mm -25 mm) 1 '1 ( mm-32 mm) - lOd or 8df Combination subfloor- underlayntent (to timing): 3 4" (19 mm) and less self 71.--1- (22 mm -25 mm) 843 • I t /a *I /4'(29mm -32mm) too or8tls 27. Panel siding (to framing); 1/ (12.7 mm) or less 64 sin (16 mm) `. 846 ER Fiberboard sheathing 1 /2" (12.7 min) Ne. !I No. 16 ga.f . 25 /32 (2O ma) No. 11 Bids+ No. 16 ga.! 29. Interior ding '. 1/4' (6.4 nun) 4dto 3 4a (93 mm) - 64 ABBREVIATIONS /GENERAL CONSTRUCTION. AB. ASV. ALT BD. SLK'6 BM CANT. G.S. CDR GL CLR COM COMP CON CQW1 d D.B. DEL DIAM F_.E. EJN. EX EXF' P.XT FIN F.G. F-I F.F.L. FOS FP FIG GIB GL GR GYVE HD HDR HR HGT. HL. HYI E5M ESP FYVH EBB L.P.O. VTO C-FM ANCHOR BOLT ABOVE ALTERNATE BOARD BLOCKING BEAM GAN'TILL'/82 CARRIAGE SOLT CEDAR CEILING 4015T G) NT1R.UNE CLEAR COMMON COMPOSITION CONCRETE CONTINUOUS FENNY DEADSOLT DOUBLE DIAMETER EACH END EACH SIDE. EACH WAY EXISTING EXPOSED EXTERIOR FINISH FIBIERGLA55 FLOOR .601ST FINISHED FLOOR UNE FACE OF STUD FIREPLACE FOOTING GLU -LAM BEAM. GLASS /GLAZING GRADE GYPSUM WALLBOARD HOLDOWN HEADER HANDRAIL HEIGHT HEAT LAMP HOT MATER ELECTRIC SERVICE METER ELECTRIC SERVICE PANEL UNDERGROUND FLFCTRIG YIALL HEATER Fl Fe:TRIC SA5EBOARD LOCATE PER OWNER VENT TO OUTSIDE CUBIC FEET PER MINUTE SNITCH 5 WAY SWITCH DIMMER SWITCH TIMER SWITCH DUPLEX OUTLET HALF SWITCHED SPEC. APPUANCE FLOOR OUTLET 220v OUTLET VMATERF'RF OUTLET GFIC OUTLET 1 uzzrzi INCL. INT LAM UN MAX MB. HIM INC. NT5 0.A. O.G. 0)-I. 058 P.5.0. FL P7 FYI RELOG READ R.* R.O. RS. 5.C. 5HT 5H SKY 5UDO 5W T T-(*) T. 8. T.FL. TYP T46 UNPIN. U.N.Q. V.B. V.6- WD NU. ABBREVIATIONS/ELECTRICAL/MECHANICAL/ LIGHTING 'FIG 5D W5L HB. G.O. ELECTRICAL/ MECHANICAL/ LIGHTING SYMBOLS ELECTRIC PANS.. ELECTRIC METER SMOKE DETECTOR EXHAUST FAN CABLE JACK DOORBELL/CHIME PHONE JACK THERMOSTAT HEAT RE615TER ESC. BASE BD INCLUDE INTERIOR LAMINATED LINEN MAXIMUM MACHINE BOLT MINIMUM INCLUDE NOT TO SCALE OVERALL ON CENTER OVERHANG ORIENTED STRAND BOARD PROVIDED BY OPIN5 PLATE PRESSURE-TREATED PLYWOOD RISER RELOCATE REQUIRED ROD AND SHELF ROUGH OPINING ROUGH SAWN 50U32 CORE SHEET SHELF SKYLIGHT SUDIN6 SHEARWALL TREAD TIE DOWN (Ii) TOPI L BAR TOP PLATE TYPICAL TONGUE AND GROOVE UNFINISHED UNLESS NOTED OTHERW15E VAPOR BARRIER VERTICAL WOOD PROUGHT IRON WATER PROOF 6ROUND FAULT INTERRUPT CIRCUIT SMOKE DETECTOR WATER SERVICE LINE HOSE BIBS CLEAN OUT COLD AIR RETURN SURFACE U6HT WALL MNT. UGHT RECESSED U6HT CHANDELIER FLUORESCENT -( � • TRACK U6HT `- • PULL CHAIN U6HT 6A5 METER ® FLOOR DRAIN - 4 HOSE BIBB 1-c5 TABLE 23- II-B -1 TABLE 23-11-13-1-NAILING SCHEDULE 1997 UNIFORM BUILDING CODE !Common or box nails may be used except where otherwise stated 2 Nails spaced at 6 inches (152 mm) on center at edges„ 12 inches (305 mm) at intermediate alglp3r except 6 inches (152 mm) at all supports where spans ate 48 inches (1219 mm) or moue. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Secanna 2315.33 and 2315.4. Nails for wall sheathing may be common, box or coring. 'Common or deformed shank. 'Common. 'Deformed shank. 'Corrosion - resistant siding oar cuing nails conforming to the requirements of Section 2304 'Fasteners spaced 3 ire -sss (76 mm) on center at exterior edges and 6 inches (152 mm) on center at intermediate supports. BCorrosion- resistant roofing nails with 7 /t6- inch - diameter (11 mm) head and l t/ - inch (38 mm) length for 1 /rineh (I2.7 mm) sheathing and 1 (44 ram) I Corra n sion a ces tarn la with nominal /t -inch ( 11 mm crown and 1 /e incli Section 29 mm ! length for /2 -inch (12.7 mm and ! tan soap -7 (11 � t (29 ) t ( ) sheathing l /2'� ( ) length for 25 !32 -inch (20 met) sheathing conforming to the requirements of Section 23043. toPaael 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 Cmalt nails spaced 6 inches (152 mm) on panel edges, 12 inches (305 mm) at Intermediate supports. t 11 Panel supports at 24 L^ches (610 mm). Casing or finish nails spaced 6 inches (152 mm) on panel edges, 12 inches (305 rim) at intermediate supports. ..APR 1-6 OO FERN CENTER DATE SHEET 1 - / , FLOOR TIES/ HOLDOWN 4 .. . SIMPSON U.N.O. U.N I .O. 4 , STRAP NAILING HOLD01^1N 511JD • ANCHORAGE HOLDONN ANCHOR BOLTS . NOTES ....AL _AliatT-Fir..7 - . kt1 3Z - le, . —:" ( - 7 - - szt) -r i41 ,_ y , : 4. - Z4 " '1l,e(71 T ... Ti3.-4-1--so (4, ) Pk • 51-RA'r •' (1 0;4) . . '114 92 -14,1 —. e f: .- -r . -i e±:. -16-1 T- ( --p,-) -,; - 6 , t .1Ia -1 i.i.,....:16ci -- -re, pr Pi :(;•1 . _.z;1 1- LOCATE HOLDOIAIN AT EACH END OF SHEARYOLL 3- EXTEND FDN DONN AS RECI'D TO 2 - CRIPPLE NALL CONSTRUCTION SAME AS ABOVE RECEIVE HOLDONN A5. EM5MMENT 4-- THREADED ROD AND COUPLER AS RECI'D . SHEAR1NALL SCHEDULE- STUD FRAMING • MARK SHEATHING ON 2X HF U.N.O. NAILING EDGES • I3U<T, U.N.O. HALM& FIELD SHEAR FLOW HALING SASE • . . PLATE RIM JOIST SILL PLATE ANCHORS v,/..,,z • lA C. 6 l'5/X- FW ii?.4 G. e.POC• toviio -011 VISOA „ i' 4 IL I e `'` I 4 ' 421 A . SF ,e2-1 - 61V-- I VI to O'vP Wwilra e='41 4' , 6 I Z) I 1 & J 4- ea ... VV V w& ' 4»1- 11 4 4' 44-...= " it J 6 1 ),c/-- 7/1 ,5/,` a r'4,„,, I Z• I 1 ° 41 5' 42% 1 I L. 1. • 0 • erc._- V Z- I 541 a . 0... 6 „ /1 . .. )1i 7 / I &P P ' 1 5 1 , 2? ei;zp 5 -P , --e." •-f-...1----11 3 . 1 7Ao.'9' Ifr IV 6 ."9. I il 7 k I- - . • 1.... 1/2_11,,,,11 • I ,..i c.oriz.,,..veu- C pfkoe f•ft.4446/> .44,, / b ---t/I I D /3.77-04 /fM) K/A 1 ' klo% Stsn-b oN 5rAcee., Li" ((plc 9/» overt- („W! p/”4, viler oro-o.e/ C-c7t-4 r.,6.1•P 2.0 II., 4 I e7 11 4-x Iv- 1-1-1*:: • , Coop (,p1IG- GOK-0 LI vc/ipiJ a pf-- 1 e.• D01-115 RECEIVED - . APR 1 6 2001 t • i •-'12;1 ' •••••' CENI 1,&91 r. r ou,I,2 0 00 DATE • SHEET eon r.4 lQ' 4. TH 1. 1 • W , ! ' Ga p f ut -sv� `' t Z .s 1 1Z t .)t3 %�Xit Swp �p �Y61C`� L [ , 4E OF VIDOR- AVOVE. 16 T `l 5v1 a 4 I,o4* Ike 1:13 +4, al, DO1-115 RECEIVED CITY OF i u;n,:eL4 APR 1 2001 !' E` ..1 T CENTER t ot ONC" a X -t` 1 1 - 4 li . b,ODT' (1t1►.tEi w I pioth 7 p( R R I 6 2001 PERMIT C - DATE / omx 1 I/ v, t i�� 7\ ;I 1 Q ` i i` �� `1' ')!111 pf% — 1 F f a X -t` 1 1 - 4 li . b,ODT' (1t1►.tEi w I pioth 7 p( R R I 6 2001 PERMIT C - DATE GROUP R OCCUPANCY TARGET UA TARGET ASSEMBLIES 'V" AREA U X A FLOORS ( R -11) .041 .036 iO4.0 1o46 IC Mill CEILINGS W /ATTIC ( R -:fig) CEILINGS VAULTED (R -30) .034 nDo_bie A - A tested FLAT CEILINGS W/ ATTIC (R -38) GLAZING 15 % OF FLOOR AREA (U = . - - ,.r) .650 240.8 MEMO MEM MEM WALLS (R -11) `�X * ' rril .062 .400 1811 3 - 7. - 15 DOORS ( R -2.5) SLAB ON GRADE (R -10) RIGID .540 Wood 1 3/4 w /panels 2.0 ft. BELOW GRADE INTERIOR WALL (R -11) .043 SLAB (R -10) F= .690 .330 15.16 35 ft. BELOW GRADE INTERIOR WALL (R -11:) .041 - SLAB (R -10)'' F= .640 230 MEM 1.0 ft. BELOW GRADE INTERIOR WALL' (R -11) .037 . 178 SLAB (R.-10) F= .570 .088 MEM MINI TARGET TOTAL 'GROUP R OGGUPANY PROPOSED UA PROPOSED ASSEMBLIES' 'V" Heat Loss Factor Component Footage FLOORS (R -19) .041 Double AAMA tested .516 FLAT CEILINGS W/ ATTIC (R -30) .036 5459.25 nDo_bie A - A tested FLAT CEILINGS W/ ATTIC (R -38) .031 FA 32211- SGISSOR TRUSS 4/12 PITCH (R -30) .043 5/12 PITCH (R -30) .031 B. Opaque Door Wood 1 3/4 w /panels 4/12 PITCH (R -38) .040 5/12 PITCH (R -38) .035 .330 15.16 CEILINGS VAULTED (24" OC) 2 X 12 VENTED (R -50) .033 Wood 1 3/0 SC GLAZING .516 230 118.7 2 X4 WALLS STANDARD (R -1$) LAPPED WOOD .082 . 178 14.6 2 X 4 WALLS STANDARD (R -11) T1 -11 .088 1 1643 144_6 DOORS .284 37.75 1012 SLAB ON GRADE (R-10) RIGID W/ TB 340 .036 1.66 2.0 ft. BELOW GRADE 1 INTERIOR WALL (R -19;) .064 Insulation R-38 - SLAB (R -10) W/ TB F= .600 3.5 ft. BELOW GRADE INTERIOR WALL (R -11' ) .055 .082 3.T1 SLAB (R -10) W/ TB F= 510 above t below grade R -n, wood studs 7.0 ft .BELOW GRADE INTERIOR WALL (R-11 ) .050 1643.0 6650.66 SLAB (R -10) W/ TB F= .420 . 2.62 PROPOSED TOTAL TOTAL TARGET UA TOTAL PROPOSED UA 5k3, E. Floor Over Unheated 36 3663 Building Component Description - U or F Value Heat Loss Factor Component Footage Heat Toss in BTUH A. WIndow5kylite Rd=nn t Allitrirling Double AAMA tested .516 23.74. 230.0 5459.25 nDo_bie A - A tested .315 17.25 Glass Door B. Opaque Door Wood 1 3/4 w /panels .570 26.22 Wood 1 3/4 SC .330 15.16 Wood 1 3/0 SC .390 17.94 17.8 318.44 Insul. metal w7TB .190 8.14 20.0 174.60 Insul. metal w/TS .142 653 G. Roof /Ceiling R-30 .036 1.66 l mQ I/T.(a$ Insulation R-38 .031 1.43 D. Wall insulation R - , wood studs .082 3.T1 118.0 671.42 above t below grade R -n, wood studs .088 405 1643.0 6650.66 R-21 wood studs .057 2.62 E. Floor Over Unheated R -11 .041 1.89 950.0 1791.10 Space', Insulation R -30 .024 1.33 F. Slab On Grade Floor R -1O .540 24.84 Perimeter Insulation G. Basement Floor None .032 1.41 H. Infiltration Post 1980; .018x.6 AGH 050 121040 6352.00 Design Heating Load 2304 DHL= (heated floor area) 1605 � k 14.33 MInimum Required Equipment Size = O I C p111� VI44.9 Maximum Required Equipment Size = MC. \. 45983.39 Proposed Equipment Size (output) - .n4 25000.00 HI IU t-I III- c. 2Xler ,1 IIit :I. If ECG ,Sa.e . i >eG K6 L:E I xg LII.1- 4 MIN QAL SGHEPULE 2 6 2 2 SIZ's TYPE 4/0X 2/0X2/0 4/0 x 3/6 1/6X4/0 6/0X4 /0 610X6/10 5/0X4/0 • 3 /OXi/O 2/0X2/6 WEIGHTED V GAS Sidg Fixed SIdg Fixed SIdg Patio SIdg Fixed WEI6HTED '!'J' GAS DOORS 1 3 /0X6 8 In. sti. 20.000 0.14 3.80 Solid urethane 1 2/8X0 SG wd 17.750 0.34 6.42 1 3/8" WINDOW M4NUFAG11JRER DOOR MANUFACTURER AREA 32.00 4.00 14.00 36.00 24.00 41.00 60.00 9.00 10.00 31.150 0.53 0.50 0.53 0.50 0.53 0.49 "UAL" NOTE5 16.96 Egress/ grid 2.00 Grid /obscure/.,,, 7.42 18.00 12.12 20.09 0.53 31.60 0.50 4.50 0.53 5.30 0.516 10.72 Pleqf } - 51144 g (2) grid(t)4A(6fi Egress � Safety gl. (1) Egress (2) obscure 1-1014.L G i I I •II `' _e' ' 001-115 CHAPTER 5 COMPONENT PERFORMANCE APPROACH RESIDENTIAL OCGUPANGY/ OTHER FUELS OWNER:1O4X J/OM1S /A/C PLAN #: 169Q HEAT D FLOOR AREA: i eqq JOB #: GROSS WALL AREA: EQUIPMENT SIZING FORM K-- {` ' F� I t• F L _ U 'WAG A 1641er APR 1, 6 Z0 PER PERM,I CENTER 2089 DATE SHEET 10; f Ititimimm thiendm;loomM7 !Mid I gaImimoMr0.9181.1. 1,144,11110.uni lkiA4 61/1.1 IMMMZ MtImmM,Omml.m rr mi.mohOmMIM1,4,11,mmr MmigomMammou , , viLvkt 111 k * 0 oil IMMORIMMII 0 Mmiti 1.10:411411 • --=711011.iggyate; imajparoill ciS IrMilkoMMIMAIMMAMMOMMNrmomtMlomilim mateRMMMIN V IMMOMMMUMMWMISIMMOMMOMMOMMIMIIMIY I 11141MIMMIM1 I I vN, . • ss, KA NA1.Fl -A K7' WHoLs Hous>: Z' F►n INTAKE, • / E /zoc ed .z5 VA 0'14'19 • Scsia7 r+ ti r f7h 1"-. 14.61-11- 1 -4 N/x Po% N rx l G I/ C7. 171 -/ 6A6 F p., ( 0PP) -t sx _ T eo It•- (, 8' a 1- IAfG7P J) 1 r Iii ` Ve,11 /T -' �►> i , 1 - 11 t T'I_ti Cx 4- 1 60 1 13 1 `I %11 v 1 flr-I %ZI GI vV r-- I i- ki{fil -1t, WI-1'f(ut-1P) 7 � & s e e k 6 >✓tx / 1 Z � o G ftew I6' .41e itJ' 6 1 I 4,d �o "ems /J�/i Ldcl� FjC'�{ D N l►Jsu._ 1 r'I1'1 ?'`A PT ' //Z 6 4.-x7 c.¢Ro' a- 6 : ]Iz)rr t �,�IPS 1 kj1 Y " I &de i ifauvirqslivzialli 1444 1 r d 17 2x0% 140 oo h , 0, iii 6 2oI L - // / /_;1 - 617 Zoe N' HI 1_14 lo'' rIEkr7 01 -11 J Z/4 I I�IL W- 10-164 RECEIVED CITY OF TLIV: . APR 16 ZOO1 F454-10- `5 0 1 PERM T CENTER IG ASG 1,(.0 ?I L{✓� I�-1dI V ¢ 1 i A li P7 - i `� I f l�� Off/ � ✓3. IG� V.50er REINFORCEMENT SCHEDULE HEIGHT IN FEET VERTICAL REINFORCEMENT HORIZONTAL REINFORCEMENT ' NONE REQ'D <1) #4 TOP BAR 2'TD < 4' #4 @ 24' 0.C, #4 @ 24' m,C 4' TO < 6' #4 @ 18' 0.C. #4 @ 18' O, C, 6' TO < 8' #4 e 16' O,C, #4 @ 10' O.C, > 8' ENGINEER'S DESIGN REQ'D KA NA1.Fl -A K7' WHoLs Hous>: Z' F►n INTAKE, • / E /zoc ed .z5 VA 0'14'19 • Scsia7 r+ ti r f7h 1"-. 14.61-11- 1 -4 N/x Po% N rx l G I/ C7. 171 -/ 6A6 F p., ( 0PP) -t sx _ T eo It•- (, 8' a 1- IAfG7P J) 1 r Iii ` Ve,11 /T -' �►> i , 1 - 11 t T'I_ti Cx 4- 1 60 1 13 1 `I %11 v 1 flr-I %ZI GI vV r-- I i- ki{fil -1t, WI-1'f(ut-1P) 7 � & s e e k 6 >✓tx / 1 Z � o G ftew I6' .41e itJ' 6 1 I 4,d �o "ems /J�/i Ldcl� FjC'�{ D N l►Jsu._ 1 r'I1'1 ?'`A PT ' //Z 6 4.-x7 c.¢Ro' a- 6 : ]Iz)rr t �,�IPS 1 kj1 Y " I &de i ifauvirqslivzialli 1444 1 r d 17 2x0% 140 oo h , 0, iii 6 2oI L - // / /_;1 - 617 Zoe N' HI 1_14 lo'' rIEkr7 01 -11 J Z/4 I I�IL W- 10-164 RECEIVED CITY OF TLIV: . APR 16 ZOO1 F454-10- `5 0 1 PERM T CENTER IG ASG 1,(.0 ?I L{✓� I�-1dI V ¢ 1 i A li P7 - i `� I f l�� Off/ � ✓3. IG� V.50er 100.00' 0 O 42 M O O O O M 4 4 / 39 r r 38 37 36 DOAK HOMES 0 RECORDING CERTIFICATE Filed for record this may of DIVISION OF RECORDS AND ELEJ IONS N 89' 17'24 "W N 89'1724 "W 100.00' 23 0 28 30 • 25' W 0 n! O I 231 c i • a' t3 24 25 26 25' of SJrveys, page , al the request of Eugene Aaroe. 0. 0 1124TH 200 —, at M. in Book PLAT MERIDIAN ST. 9/21/01 02 F. ALUM. DISC 8/94 • 0 M • 0 0 N 89'17'24'W 1 00.00' Eugene Aaroe, PLS, Certificate No. 6012. 36 N 89 °1724'W 100.00• 35 n 0 28 OM 25' 100.00' 1 0 rn 0 0 0 • 25' 500.00' N 89 °1724'W 956.15' BASIS FOR BEARINGS SURVEYOR'S CERTIFICATE This map correctly represents a survey made by me or under my direction in conformance with the requirements of the Survey Recording Act at the request of Doak Homes, Inc., in Jury, 2001: AAROE & ASSOCl2l ES 9911 58TH ST. NSA. GIG HARBOR. WASHINGTON 98335 Phone: 253 -265 -1205 SURVEY MADE BY FIELD TRAVERSE METHOD USING A THREE SECOND GEODIMEIER COO TOTAL STATION. SURVEY ACCURACY MEETS OR EXCEEDS THE R?QUIREMENTS IN WAC 332-130-090. LEGAL DESCR IPTION LOTS 23, 24, 25, 26, 27, 28, 29 and 3G. BLOCK I; LOTS 36, '37, 38, 39, 40, 41 and 42, BLOCK I; LOTS 27 and 28, BLOCK 6; LOTS 35 and 36, BLOCK 5: ALL IN ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO PLAT RECORDED IN VOLUME 12 OF PLATS. PAGE 100. IN KING COUNTY, WASHINGTON. O Denotes 1/2" reber w /6012 I.D. cap - set r SURVEY RECORDED IN BOOK 102 OF SURVEYS, PAGE 238, IN KING COUNTY, WASHINGTON. it SC 94 t oHr; ETEo RECEIVED CISY OF TUKWILA NOV 0 8 2001 PERMIT CENTER RECORD OF SURVEY IN THE NE1/4 OF SE I l4 OF SEC. 10-2 6-4 FOR TRENCH BACKFILL PER CONTR`UCTJ„� S QIUEN GRADING 1. WITHIN Co>�I�TI��Ic 11� EARTHW� I� ESTI UT 30 TI+ ERtM LTA FROND AND;. 1�f lN; ILL, 3Q CU YDS rIF'ER'', ICI OPERA QRA INA GE: R R. �1 CT I ©N. 'RAE EaRt G'UMITS "; IN STAL', FILTER G CATCH B ASINS. e _ T FABRIC OVER EXiSTIN � OOAi S'f R UC ,CO EN R0�1 ✓C0�1 t;�S E,�NCa�, :1 =TC.) �TALE� S EbIIG t 1 = NT ` TRAI?S IF: � NECES QE; ST NA BILIZE-, SITE AND "CONSTRUCT BUILDING. S A)NS A ND INFILTRATION SYSTEM. ' B (C# ! VER ALL : CATCH •BASIN GRATES: . CONTROL .MEASURESIN ACCORDANCE.' WITH TUKWILA CITY STANDAR T HAT "WILL BE;'UN,WORKED FOR.MORE THAN SEVEN DAYS DURING ©R TW O NGA YS'DURlN1 THE WET'' SEASON WITH STRAW PLA STIC; SHEETING,; OR "EQUIVALENT. ID' UNDERGROUND'UTILITIES: NTRQ o Works Dep City standards. M omissions whtei ttil adapted ,sstandaq� for the adegnsep deli er. Addf 8n vIcr'YP SCALE 1 " =4 MILES Br d rawin g s after uuc ?ti *di L wtl_ drawings .... rt1w111d . for subsequent apRiiit?♦ 4 Final acceptance is gobbet In fidd.Impegion by the Public Works maths lmpeetor. an r Da te : Z - .5��fs /ol UNTIL FINAL SITE DO1 -115 H SEET SLEET 1• SPECIFICATIONS SHEET 2 EROSION .tic SEDIMENTATION CONTROL PLAN C K+ .SHEET 3., GRADING -c4c DRAIN AGE,' FLA conformance with current � t006je t to errors and of •O>Woastbility n totally with the t to these OkA4liteptance 1. THE CONTRACTOR ,SHALL OBTAIN, ALL NECESSARY',. 2 N 2. INSTALLATION OF CORPORATE STOPS, WATER SERVICE, LINES AND METERS SHALL BE PER CIT" OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS DRAWING NO..WS -18 AND: SERVICES SHALL BE A MINIMUM 3/4 INCH. THE CITY OF TUKWILA WILL INSTALL THE METERS. R H , ADJUSTED T F. FT l P.VI I. 3. . L V BOXES (N .PUBLIC IG TS OF ...WAY OR EASEMENTS, SHALL BE 0 FINAL GRADE AFTER FINAL PAVING S COMPLETE CN A L, VAL. E . . . S ,,. _ .,;... R ACCORDANCE , . M , .N R A WITH I ' -THE CT ` OF 1 JKWILA INFR`. TRUCTUR D SIGN AND CONSTRUCTION' ' STA DARDS ' WS-13 OR WS-14. CCO D NCE 1` AS. E._ . E N DRAWING NO. N APR 1 6 2001 0 0 cti 0 O PRCl4tEGT . NUMBER ERA,L CONSTRUCTION NOTES 1 ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS (1996) AND THE KING COUNTY SURFACE WATER DESIGN MANUAL (1998). 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT /APWA) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNCiP,AL CONSTRUCTION" LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY -OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. 4. A PRE- CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE .APPROXIMATE. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1 -800- 424 -5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE F , T OVERHEAD ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD. CREATED BY OVER. EAD ELEC C L POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS - REQUIRED BY LAW AND REGULATION. 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE CITY OF TUKWILA. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. STORM ! 8. DURING CONSTRUCTION, THE C ONTRACTOR SHALL BE REQUIRED TO CONTROL ON-SITE STO WATER R UNOFF BY, USING TEMPORARY OR PERMANENT DRAINAGE EROSION /SILTATION CONTROL PROCEDURES. r T TO DETERMINE 'LOCATIONS 9. IT SHALL BE THE ..CONTRACTOR'S RESPONSIBILITY .O .._TERMINE THE TRUE ELEVATIONS AND ND °LOG S OF ALL UNDERGROUND UTILITIES. 10. EXISTING PAVEMENT SURFACES SHALL BE SAW CUT FULL DEPTH WITH STRAIGHT, UNIFORM EDGES 12 INCHES (12 ") OUT FROM THE EDGE OF EXCAVATION_ ALL JOINTS BETWEEN THE NEW AND ORIGINAL PAVEMENT SHALL BE PAINTED WITH ASPHALT EMULSION (CSS -1). 11. TIME LIMIT RESTRICTIONS WITHIN EXISTING RIGHTS -OF -'NAY WILL BE APPLICABLE AND DETERMINED AT THE PRE - CONSTRUCTION MEETING. 12. THE CONTRACTOR SHALL INSTALL, REPLACE, OR RELOCATE ALL SIGNS, AS SHOWN ON THE PLANS OR AS AFFECTED BY CONSTRUCTION, PER THE CITY'S STANDARD DETAIL NO. RS -14. 13. POWER, CABLE AND TELEPHONE LINES SHALL BE !N TRENCH WITH A MINIMUM HORIZONTAL SEPARATION OTHER UTILITIES (SEWER, WATER, STORM) OF FIVE FEET (5'), UNLESS OTHERWISE APPROVED BY THE CITY OF TUKWILA. 14, ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. ' 15. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, -TO RE D UCE DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY; TO REMOVE MUD DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY. 16. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD CONSTRUCTION DRAWINGS" REQUIREMENT. 17. FOR MANHOLE AND CATCH BASIN RIM ADJUSTMENT, MAXIMUM ADJUSTMENT WITH BRICK OF RIMS AND CASTINGS SHALL BE 14 INCHES (14 ") WITHOUT ADDING NEW SECTIONS. 18. ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL BE ADJUSTED AFTER ASPHALT PAVING, AND CONFORM TO THE CITY'S STANDARD ADJUSTMENT DETAILS. ALL UTILITY CASTINGS OUTSIDE OF PAVED AREAS SHALL BE INSTALLED WITH A. CONCRETE COLLAR AROUND THEM. 19. PVC MANHOLE ADAPTERS OR APPROVED EQUAL SH;-LL BE USED TO MAKE ALL CONNECTIONS OF SDR 21 PVC PIPE TO MANHOLES OR CATCH BASINS. 20. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12' -6" FOR SDR 21 OR 35 PIPE. FROM 21. BEDDING, BACKFILL AND CONSTRUCTION PROCEDURES FOR ALL STORM DRAIN PIPES SHALL BE IN ACCORDANCE WITH THE CITY OF TUKWILA STANDARD DETAIL NO. DS -11. AND DS -12. r F PROCEDURES ALL SANITARY PIPES '..BEDDING BACKFILL AND CONSTRUCTION P OCEDUR_� rOR L S SEWER PI ES SHALL. BE IN ACCORDANCE WITH THE CITY OF 'TUKWILA STANDARD OETAL NO. SS -11. 23. ALL ; IMPORTED PIPE TRENCH BACKFILL MATERIAL SHALL BE BANK RUN, GRAVEL, WSDOT STANDARD SPECIFICATION SECTION 9- 03.14. 24. PIPE TRENCH BACKFILL. MATERIAL WITHIN THE IMPRO RIGHT-OF-WAY SHALL BE 5/8 INCH MINUS CRUSHED ROCK WHEN CONNECTION IS PERPENDICULAR TO THE C1T!' STREET, AS PER ,CITY OF TUKWILA STANDARD DETAIL RS -3. 25. CONSTRUCTION OF PROPOSED IMPROVEMENTS SHALL BE IN , ACCORDANCE , WITH APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND 'THE' CIT 1) ATTEND PREP CON .2) FLAG O,R FENCE I L 3) GRADE'.F ND.1IbTf, 4) INSTA(L`. P yET�R 5) CLEAR <FOR AND IL 6)''CLEA R,r;ROUGH` GRA 7) INSTA SAN ` R1 8' INSTALL STORM DR 9 ) INSTALL, FILTER FA 10) MAINTAIN EROSI 11) COV ALL A REAS THE 1? SEASO WO M 1 2) INSTA4. WATER MAI 1 .3 COMPLETE JNA GRADNNG , AND PAVING OF ROADWAYS. 14 STABILIZEg AREAS=. WITHIN SEVEN DAYS OF REACHING FINAL GRADE. , UNWORKED 15 HY R SEED Q R E- 11J�4L .ALL DISTURBED' OR':GLEARE D ` SOILS' TO REM AIN FOR MOF E THAN 30>; DAYS: 16) C LEAN" 'OUT STOR DRAINAGE SYSTEM . AREAS_ AND 1 7) ,UP :COtv1PL.�T'C = QI= THE STRBCL' {,ZE ,ALL DISTURBED REDO <E ALL•:. FACILITIES BMP's ONLY WHEN ENT, . E SITE IS STABILIZED. r °, SEDICutENTTION ERI= ;ItNTION IF INFILTRATION SYSTEM 15 USED) AND EROSION CONTROL .FACILITIES DEPICTED ON THE APPf CiVED 4RA, GS APE `NTENDED' T€} =6EF MINIMUM` .REQUIREMENTS TO 'MEET ANTICIPATED SITE 'CONDITIONS: ADDITIONAL' DRAINAGE AND EROSION „CENTRQL;IFACII;ITIES fvrAY'`B REQUIRED AS'SITUAiTIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT,. AND' ADD(TIONSrTO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF T:-1E PERMITTEE. 4: THE TEMPORARY EROSION. CONTROL :FACILITIES INCLUDING ALL PERIMETER CONTROLS; SHALL REMAIN IN. PLACE CONSTRUCTION IS- COMPLETED' AND- APPROVAL ; HAS BEEN RECEIVED' FROM THE CITY. 5. ALL'AREAS.GF ACTIVE „EARTHWORK; WHICH: HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTY AND DRAINAGE', WAYS, MUST BE STABILIZED ACCORDING .TO THE FOLLOWING SCHEDULE: FROM .APRIL 1 TO SEPTEMBER 30;. AREAS AT FINAL GRADE AND THOSE THAT ARE SCHEDULED To REMAIN UNWORKED FOR MORE THAN 30 DAYS,- SHALL BE.' STABILIZED • WITHIN 10 ' DAYS. e-.Ti n „tlt-f FROM OCTOBER 1 ! TO , tv�AIRCH '3i, EARTHWORK ACTIVITIES SHALL tst: vvtvt�vvr�v mt arRVC� uv- .1tTvEtc tv MINI SOIL EXPOSURE. EXPOSED. SOILS WITH,. EAS ;OF LESS THAN - 5 SQUARE AREA, GREATER THAN 5,000' SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR 'MORE THAN 24 HOURS AND EXPOSED "4R E FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. NOTES 7, SANITARY SIDE. SEWER .CONSTRUCTION NOTES L: REQUIRED RETENTION OR ADENDTE/OR NTION, OTHER SEDIMENTATION C ONSTR AND EROSION ACTIVITIES CONTROL TO INSURE FACILITIES THAT `SED MUST IMENT- BE L I, RI0R TO . LAND - CLEARCNG UCTION INOF NOT IMPACT THE ADJACENT PROPERTIES OR THE' NATURAL DRAINAGE WAYS. OF BY TREATED V - END O, THE LINE INSIDE PROPERTY B . A PRESSURE REATED 2 X 4, FOUR 1 THE LOCATION OF THE SIDE SEWERS SHALL BE MARKED. :NT, THEE D , FEET ( 4' L' ,ONG. BURIED• CN',THE" GROUND A DISTANCE OF THREE FEET (3`). THE LOWER END SH HAVE A '2 X 4 CLEAT NAILED TO IT TO , PREVENT •WITHDRAWAL OF. THE STAKE. THE EXPOSED" ONE FOOT (1') SHALL BE PAINTED TRAFFIC YELLOW AND THE DEPTH TO THE SIDE SEWER OR TEE. SHALL °BE !N' BLACK PAINT -.ON TI {E 2 -X ;4. 2. CONTRACTOSHALL OBTAIN ANY NECESSARY SIDESEWER CONNECTION PERMITS FROM THE CITY OF TUKWILA PRIOR TO CONSTRUCTION. 3. THE SANITARY SIDE SEWER SHALL BE INSTALLED. IN ACCORDANCE WITH THE CITY OF ,TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS:;DRAWING'NO: SS41. THE CITY OF TUKWILA SHALL DO ALL CONNECTIONS TO EXISTING SEWER MAIN WITH NEW TEES. THE CONTRACTOR SHALL BE": RESPONSIBLE FOR TRENCH AND ,PAVEMENT' EXCAVATION, PIPE INSTALLAT'ON, BACKFILL AND PAVEMENT RESTORATION. WATER SERVICE CONSTRUCTION NOTES OR 35 WATER! SERVICE CONNECTION PERMITS FROM THE CITY OF TUKWILA PRIOR TO 0 EXISTING CONTOUR AND ANAL CONTOUR ARE THE SAME;' - —f H— — —01I — - - -- OH — ' NORTH ELEVATION DATUM: ASSUMED 'BENCH MAI#k: SAN'TARY SEWER MANHOLE RIM, :ELEb".= 100.00 PROPOSED RESIDENCE F.F. 101 1 - 15:0' 5.01 LiMITS OF CL 'ARI PROPOSED GARAGE F.F. 100.5' (STING CONDITION OF LOT 35 AND 36 IS VACANT LAND /LAWN. PROPOSED _RESIDENCE F.F. 101.t PROPOSED :GARAGE` F.F. 1 00.5 —G— _N _STALL STABOLIZE© CONSTRUCTION PER DET.�I, ENTRANCE r�R DETAIL /iq" -OH T ---oH — — FILTER FABRIC MATERIAL 36 MIN WIDE ROLLS. USE STAPLES OR WIRE; RINGS TO ATTACH FABIC TO. WIRE. JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. 2"x2. BY 14 GA. .WIRE FABRIC. OR EQUIVALENT STABILIZED GEOTEXT.LE FABRIC UNDER QUARRY SPAu (MARAF1 600X OR EQUAL) FILTER FABRIC MATERIAL 2x2" BY 14 GA. WIRE FABRIC OR EQUIV. IN STANDARD STRENGTH FABRIC. IS USED 4" MIN --- I ; 2'x4" WOOD POST - ALT STEEL FENCE POSTS 24 - MIN PROJECT NUMBER 00 -007 SHEET 2 07 7 EROSION AND SEDIMENT CONTROL NOTES 1.!, The implementation of these ESC plans and the construction, maintenance, replacement, and upgrading of these ESC facilities is the responsibility of the applicant until all construction is approved and the site stabilized.. 2." The .boundaries of .the clearing; limits shown on this plan shall be dearly flogged by ''a continuous length of survey tape (Warr fencing if required) prior to construction. During the co nstruction period, no .disturbance beyond the' clearing limits shall be° permitted.` ' The clearing limits shall be maintained by h ' ,for the duration of construction. . +! The ; ESC an "this plan must be constructed rior.,to or in conjunctiorli'wifh "all clearing and grading so os to ensure that the" trans o'r1 of sediment to surface waters, drainage systems, . and adjaceeIt properties . is minimized. 4.+ The ESC foclirties s on thisplan ore ther'minimum requirements fq ant icipaled site conditions During, the construction period, theses: ESC ' facilities shall be upgraded as n ee ded ',. for unexpected: st events and modified account for changing site conditions (e.g„ additional sump pumps, relocation of ditches and silt fences,` etc.). p•. Ally .oreps of exposed sails, including driveway embankments, t#Lgt wilt; not be disturbed or two days during the wet season or vep::.d 'during, the .dr`y;'season shall be ' immediately stabilized tiff the 'approved 'ESC, methods (.e g., seeding, mulching, plastic covering, "etc 6 " • A ny io area' nedo measu! requirinmmediate at ;shall e tie i laddressed gESC within res `fifteen not (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 o Storm event. 8. A# no tune I shall more than one (1) font of sediment be alio -ed to";accumulate'W acatch basin. A ll eaten basin end', cpn eyoelce litres shaft be cleaned prior to paving. The cleaning peratlol: shall; Iiot flush sediment -laden water into the downstream i StoETllized construction entrances and driveways shall be t clled''at the beginning 'of construction and maintained for the ration o#" the project: Additional , treasures, such as wash pads, Tay 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 r it shall be applied at a minimum thickness of 2 to 3 inches, or 2 -3 bales per 1000 sq.ft 1 E 1_rI TIU v' — 011 . — —OH EXISTING '• -PVC SANITARY SEWER 5AB0.40% TYP INSTALL FILTER FABRIC OVER CATCH BASIN OPENINGS 24 12 MIN 2'xe,' WOOD. POSTS, STANDARD, OR BETTER OR ECL' AL ALTERNATE:: STEEL FENCE POSTS 36 MIN 4 "x4" MIN. TRENCH: BACKFILL TRENCH WITH NATIVE SOIL OR 3/4' WASHED ROCK NOTES: A. THE FILTER FABRIC SHALL,BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS.:. WHEN JOINTS'. ARE NECESSARY, FILTER CLOTH SHALL BE 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 SHALT. BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE): THE FENCE. POSTS H'O SHALL -BE- SPACED. A:.MAIOMUF 6 FEET APART AND. DRIVEN. SECURELY INTO. THE GROUND (MINIMUM OF 12 INCHES). C. A TRENCH SHALL BE EXCAVATED, ROUGHLY ..4 INCHES WIDE AND 4 INCHES DEEP. UPSLOPE AND ADJACENT TO THE WOOD POSTS TO ALLOW THE'ALTFR 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 LONG, 11E WARES OR HOG RINGS. THE 'WE .SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4' INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES'. ABOVE THE ORIGINAL GROUND SURFACE THE STANDARD STRENGTH FILTER FABRIC SHALL! BE STAPLED.. OR WIRED TO THE FENCE, AND 12 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH.! THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES .ABOVE THE ORIGINAL. GROUND SURFACE FILTER FABRIC SHALL 1 NOT BE STAPLED. TO EXISTING - TREES. WHEN ETTRA- STRENGTH FILTER FABRIC ANp CLOSER POST SPACING ARE. USED, THE WARE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE THE FILTER FABRIC I5 STAPLED OR WIRED DIRECTLY TO THE POSTS 'MTH ALL OTHER PROVISIONS OF STANDARD NOTE'E APPLYING. THE TRENCH SHALL BE BACKFIU.ED "'WITH NATIVE SOIL OR 3/4" -1.5- WASHED ROCK ALTER FABRIC FENCES. SHALL BE REMOVED "IVEN THEY HAVE SERVED THEIR' USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. FILTER' FABRIC :FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. • MMNTENANCE: 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 NTERCEPTED AND CONVEYED' TO A SEDIMENT TRAP OR POND. SILT FENCE DETAIL NOT TO STOLE STABILIZED CONSTRUCTION ENTRANCE NOTES: 1. INSTALLATION: THL AREA OF THE ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION. ROOTS AND OTHER OBJECTIONABLE MATERIAL. THE QUARRY'. SPe CS 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 B" QUARRY SPALLS PER WSDOT STD. SPECS. SEC. 9- 13.6.. 1 ENTRANCE DIMENSIONS THE .AGGREGATE. LAYER MUST BE AT LEAST. 12' THICK. IT MUST EXTEND THE FULL WIDT.! OF THE VEHICULAR INGRESS AND EGRESS AREA. THE LENGTH OF THE ENTRANCE MUST BE AT LEAST 100 FRED • 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 SE CARRIED AWAY FROM THE ENTRANCE 10 'A SETTLING AREA TO REMOVE SEDIMENT A WASH RACK MAY ALSO BE USED TO MAKE WASHING MORE CONVENIENT AND EFFECTYE. 5. MAINT 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 W1TFP 2 STONE. AS CONDID REPAIR DEMAND. AND REPA � 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.11HE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTVE. At/0 'THERE IS A THREAT TO PUBLC, SAFETY. APR 1. (i 211 CONSTRUCTION ENTRANCE ` ` NOT TO SCALE 36 "MIN DO1 -115 ELEVATION DATUM: ASSUMED BENCH. MARK: SANITARY SEWER MANHOLE RIM :EL£V_ =100.00 RAPHIC SCALE OVERHEAD U11LJTY LINES BUIL.DINGS',WILL BE SLAB ON GRADE DOWNSPOUT CONNECTION POINT (TYP) PROPOSED / ' UNDERGROUND POWER, / PHONE & TV CABLE EXIS3IG UTILITY POLE 6" PVC SIDE SEWER 16 PVC CLEAN'= OUTT. 6" PVC TESTING TEE'- 6" PVC WYE 6 "x4" REDUCER 30' u NO INST AND ALL SERVICE NEW'WATER CONNECT€N METOER R1I PER CITY STANDARDS (TYP) EXISTING FIRE HYDRANT - FINISH GRADE SPOT ELEV. CLEARING LIMIT IS THE PROPERTY LINE PROPOSED 10' UTILITY EASEMENT 2 -6 " WYE 2 -6 "x4" REDUCERS INSTALL 1' POLY WATER UNE (TYP) 200 PSI DRLSCO `PIPE _ EXISTING. GAS UNE; PROPOSED RESIDENCE F.F. 101.1 EXISTING 6':PV "SAX ,SEYR =2 0 S 'TYP 'PROPOSED RESIDENCE PROPOSED GARAGE" PROPOSED 4' PVC SIDE SEWER CROSSING MUST BE'' 24' LOWER THAN STORM PIPE ; 1 -4 PVC WYE I -4' PVC CLEAN -OUT TYPE 1 CATCH BASIN (TYP) - VANED GRATE 100.00 IE: 97.00 INSTALL 1" POLY WATERLINE (TYP)', 200 PSI 'DRISCO PIPE 48" DIAMETER DRY WELL (TYP) PER DETAIL INSTALL WATER METER 7 AND SERVICE CONNECTION PER CITY STANDARDS EXISTING 8' 01 WATER MAIN LLF.MAIL 90X•. STRUCTURE' FOR 4 BOXES TUKWILA. STANDARD DRAWING NO. RS -6 QTr 9H Ott' C+. NOTE: 1..SANETARY SEWER CLEAN —OUTS SHALL, DE EXTENDED TO FINAL GRADE PER TUKWILA INFRASTRUCTURE STD. DWG. SS -2. SCALE: 1 " =2• TYPE'1 CATCH BASIN 'WITH• VANED GRATE INSTALL 24':- #4.REBAR AT CENTER_ OF DRYWELL FOR FUTURE LOCATION WELL DETAIL 12' MIN. A OR RESTRI DRAINAGE PLAN NOTES: 1. STORM WATER RUNOFF FROM THE ROOF AND DRIVEWAY AREAS FROM EACH LOT SHALL BE COLLECTED IN A TYPE 1 CATCH BASIN AND THEN ROUTED THROUGH A 4 PVC PIPE TO A ORYYW'ELL. 2. A MINIMUM OF TWO DRYWELLS WILL BE INSTALLED ON EACH LOT. ONE FOR EACH 100 SQ.FT. OF ROOF11'1R1VEWAY, AREA. 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 NEAR THE LOCATION OF THE PROPOSED DRYWELLS. T-IE SOIL TYPE AND STRATIFICATION WAS THE SAME IN EACH TEST HOLE AS FOLLOWS: 0-3.5' BROWN SILTY FINE SAND' 3.5 -4.0' GREY SILTY SAND 4.0 -9.0' GREY /BLACK SAND NO WATER TABLE ENCOUNTERED ON 10/18/2000. SCS SOIL CLASSIFICATION: URBAN LAND 6. ALL PVC PIPE SHALL CONFORM TO ASTM D-3034-SDR35. LOT LOT 35 LOT 36 AREA 3000 SQ.FT. 3000 SQ.FT. ROOF AREA 1242 SQ_FT. 1242 SQ.FT. DRIVE & WALK AREA 574 SQ.FT. 574 SQ.FT. TOTAL IMPERVIOUS AREA 1816 SOFT. 1816 SQ:ET. TAX LOT NO. 017900-1290 017900-1295 LEGAL DESCRIPTION: LOTS 35 AND 36, BLOCK 6, ALLENTOWN'ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON. SITUATE', IN THE COUNTY KING, STATE OF WASHINGTON. 6" MAX. • 4` -4' LEACH BED TUBING ON LEVEL GRADE FILTER FABRIC LINER ON SIDES AND TOP OF DRY WELL R OVE SEASONAL WATER TABLE TIVE LAYER F -TU APR 1 6 200; U) 0 -J PROJECT °NUMBER 00 -007