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Permit D01-116 - DOAK HOMES - 12227 48TH AVENUE SOUTH
DO1 -116 DOAK HOMES 12227 48 AV S City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: Addre-cs: Suite No: Location: Category: NSFR Type: DEVPERM Zoning: cent Type: Gas/Elec.: Units: 001 Setbacks: North: Water: UNKNOWN Wetlands: Contractor OCCUPANT OWNER CONTACT CONTRACTOR uignature: WARNII\G: Print Neri,e: EEC:i4S EEROPE r--=FFAL LAF:RES, ICANT IS Pri:;CEEDING A THEIR 017900-1295 :2227 48 AV S .0 South: Sewer: Slopes: License No: D3AK.HI092NZ DOAK HOMES 12227 43 AV S, TUYWILA WA 98183 DOAK HOMES INC 11917 4 AV SW, SEATTLE WA 93146 DARRYL DC;A. 11917 4 AV SW, TjKWILA WA 93146 DOAK HOMES INC. 11917 4TH AVENUE, SEATTLE, WA 98146 k*4444444***44:4444(*44A4444 44,Ak Ar4 AAMm4444 4 A AM 4 I. k A A 4 4 k k A 4 & 4 A k 4 4 A4 A 44 A AA AA 444 Permit Description: CONSTRUCTION OF A NEW 1,699 SO FT SINGLE FAMILY RESIDENCE, 416 SO FT ATTACHED GARAGE AND 30 SO F7 UNCC'VERED DECK. AREA. PUBL.IC WORi:S ACTIVITIES INC...Lit:3E: SANITAR%' SIDE SEWER, WATER SERVICE, 3/4" PERMANENT WATER METER, STORM DRAINAGE, ACCESS, TEMPORARY EROSION CUNTROL, STREET USE FOR UNDERGROUND POWER, AND LAND ALTERING. **A:44 ****44 A A 44444(4 4 4 4444 4 44 ***44 A 44444m4/444**4444kk A4A444,44444444444,444-44444 Construction Valuation: $ PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Sepacate) Eng. Appr: DHM Curb Cut/Access/Sidewalk/CSS: Y Fire Loop Hydrant: N No: Size( irO: .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 Time: 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 A A 4* 4 A 4 4 4 4 4 4 4 , 4 4 4 4 k k k i k 4 4 4 4 4 4 : 4 4 4 4 4 4 4 4 4 4 4 4 444A 444A 4444 444444 ,4 444 A 4444 4 lt,444A44 4A AA AA 44 TOTAL DEVELOPMENT PERMIT FEES: 2,577.13 ikAkAit4,444**AM444.4444(4444.4444 4444.44-4144,444444444444 Ai 44444 4 444444 4 .A 44 4 4 44A 444444 Permit Center Authorized Signature: I hereby certify that I have read and examined tKis permit and know the same to be true and correct. Al 1 provisions oF law and ordinances governing tnis work will be complied with, whether specified herein or not. The granting of this permit does not pr C-z.uue to give autnority to violate or :.:ancel the provision of any otec state or 1ca1 laws regulatihg construction or the , ,..erfoYmanue of wurk. I am authorised tc sign for and cbtain this 'Tf i.4., 2. Permit No: Status: Issued: :71ccubancv: US C: .0 East: West: (206) 431-3670 DC1-116 ISSUED 11/02./:.001 01/2CCI DWELLING 1997 Steams: Pnon?: Fr 206-L46-6587 Phone: 206 246-6'507 Date: /7 Date:) This be shall become n,11 an: void trt 4O ;S. M77, 13:r days from ti date of L,Flu,:in:jt', o if the abannej cf u.:tys f v ,m4 Address: 1;222.7 48 AV Suite: Tenant.: Type: DEVPERM Parcel #: O17900- 1295 2. :IT',' or _fIJKWiL :; Pf:rrlit No: (?C 1 -1 It• Status: ISSUED A p p l i e d : 04/16/2001 Issued: 11/02/2001 klAkA:A*AAAA IA.AAAAA *AA.A. &A elkA AA AA AAkktA3 to t k+-AA AAA'AA;AA AA *i lR At AA:AF AAt kkiA Permit Conditions: 1. CONTRACTOR SHALL NOTIFY PUBLIC WORKS UTTLTIY INSPECTOR MP. GREG VILLANUEVA @ (206/433-0179 OF COMMENCEMENT AND COMPLETION OF WORM. AT LEAST 24 HOURS IN ADVANCE. Temporary eros ion control measures shall be implemented as the first order of business to prevent: sedimentation off- site or into existing storm drainage far i l it ies . The site shall have permanent er'osiran control measures in place as soon as possible after final l grad ing has been completed and prior to the Final Inspection. 4. Work affecting traffic f lorl_: shall be closely coordinated with the City Ut.i l ities Inspector. Traffic Control Plans shalt be submitted to the Inspector for prior approval. 5. Any material spi 1 led onto any street shall be c leaned up immediately. G. Hauling over SO cy shall require application for a Hauling Permit prior to any associat.eci activity. 7. FROM OCTOBER 1 THROUGH APRIL 30, COVER ANY ' LUPES AND STOCKPILES THAT ARE 3H: 1V OR STEEPER AND HAVE A VERTICAL RISE OF 10 FEET OR MORE AND WILL BE 1JNWORI.Ff: FOR GREATER THAN 12 HOURS. DURING THIS TIME ERIOD, COVER OR MULCH OTHER DISTURBED AREAS, IF THEY WILL BE UNWORL.Et) MORE THAN 2 DAYS. COVERED MATERIAL MUST BE STOCI-PILED ON SITE AT THE BEGINNING OF THIS PERIOD. INSPECT AND MAINTAIN THIS STABILIZATION WEEKLY AND IMMEDIATELY BEFORE. DURING AND IMMEDIATELY FOLLOWING STORMS. FROM MAY I THROUGH SEPTEMBER 30, INSPECT AND MAIi'1TAIN TEMPORARY EROSION PREVENTION AND SEDIMENT Al LEAST MONTHLY. ALL DISTURBED AREAS OF THE SITE SHALL BE PERMANENTLY STABILIZED PRIOR TO FINAL CON'STRUCl'IUN APPROVAL. I hereby certify that 1 have r thesii condition and will comply with them as outlined. All provisions of law and ordinances governing this work: will he complied with, whether sipc.if'ied herein or not. The granting of this permit does not presume to give authorit.,' to -.t i o l a to or cancel the pr'ov'isions of any other work or l ocu 1 laws regulating construction or the performance of work. Signature: Print Name: 4-74e,43 7 .7 Date: / /-* - -7 Project NameTre t: / 11of7 -,' A/ r99 l�uc Type of work: N New Single - Family Residence ■ Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure' ❑ Remodel/Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Value of Construction: Site Address: City State/Zip: Tax Parcel Number: Property Owner. t o,-- l /r(..e.. y/4 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) U sq. ft. Uncovered Deck Phone: 2 of -- 2 V6 5 Street Address: // '/i7 - / V/ e s 5' City State/Zip: e Z7q Fax #: 5 Contractor: — .N .29 /gt � o • Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. _, 7/M& fs Street Addre � 7 - Y 11-ve s et;, SP4-(7erP City State/Zip: 9 g/ vx Fax #: 5 ri-m -e Architect: - l c'.-t7 gn. P.SL //t C i Phone: S /7- ill, 'E? Street Address: City State/Zip: Fax #: Engineer: — ,-. _ A mt 6myl/vet?rr /,C Phone: y 2C- 5 r8S - /d83 Street Address: r 12 � , � j�x a i �f I l�oo�i��0� Lr.�� City State/Zip: �'07,� -z�96 Fax #: 5 4/me i Corftact,Person: ,j14t2/2 ( k .lJn ` .S ,'- • Phone: - 7 0 - -.. 9,( 7 Street Address: l/9/7 L / e S, 6., ''P,)eZe t o City State/Zip: Fax #: // e Description of work to be done: 2 �(/ /V Pw /l O-en e Girt U/� -e71. oi L a- j- / Type of work: N New Single - Family Residence ■ Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure' ❑ Remodel/Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: Et Sewer ❑ 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 Proposed New Square Footage: /6 9 41 sq. ft. Dwelling sq. ft. Covered Deck(s) y/4 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) U sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) 4 , 70 '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 TUKWILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 FOR STAFF USE ONLY Project ,gumber: Permit Number: P C B - Ilrr, 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. Lo Miscellaneous Date application accepted: APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: Additional reviews shall be determined b the Public Works De • artment Curb cut/Access/Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: ❑ Hauling a Land Altering: 0 Cut 30 cubic yds. • Fill Start Time: End Time: Sanitary Side Sewer #: / ❑ Sewer Main Extension 0 Private 0 Public t3 Storm Drainage Et Street Use ❑ Water Main Extension 0 Private 0 Public ra Water Meter /Permanent # I Size(s): ❑ Water Meter Temp it Size(s): Est. quantity: gal Schedule: et r / Pi N - r'�/ 034 ❑ Channelization/Striping ❑ Flood Control Zone ❑ Moving an Oversized Load: \u o # 52 t - $) Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application expires: Size(s): 3o cubic yds. Applia taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM SFPERMIT.DOC 2/13/97 BUILDING OWNER O AUTHORIZED AGENT: Signature: a ( - _ I Date: Print name: Phone: F # Address: //9/7 4471/ %y/State/ZiD,ie, et) 4. 9 Sv 4 /i( ALL SINGLE- FAMILY RESIDENT! ' 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 -11 a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), z show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. re w 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. cn 0 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. U _ 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the co u. shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). d w 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the 2 high water mark. 5 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form c H -9). f w ❑ ❑ Foundation plan and details ❑ ❑ Floor plan z O ❑ El Roof plan j ui ❑ ❑ Building elevations (all views) 8 co ❑ ❑ Building height ❑ ❑ Building cross - section w ❑ ❑ Structural framing plans and details necessary to completely describe construction u. ❑ ❑ Washington State Energy Code Data (Gas /Electric /OII /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. P. H Z ❑ ❑ 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 j .4 I fi* * **f *ft'* *f. ftf #ft * * *t tf. t * *•t4* f t f 4 f f t f 6 +f ft t + tf : +f t *: t r f 4' 4 I t fi CIT f;h TUKW [1.0 . Wi; , •kt i,t4 ;t+ E r A********* fr tt f 6 :4 *0:* *! ** **t f-f.t rtt** 4ft.ftfftft r * *ft f f t a t t f; ft kf + t t ftf. t f FRNNat4ET N : R0100 ‘i %0 I3rnr:R1'1t : L4'a. ' 4 . '. Ptivmint 1* thud: CHE.CL: tsc!tiJ ion.; [)O4i• Ir +s t._ I L F P e r m i t No: D01-116 1 • pr.: I-C i'i'CI'Pt [: 1 i'L VN! 1 rotAl This ii +ve)Fr,t #'•'.''. 1c +t.r3 ALL , £; * * * ** ** *ft ** tt t r t * f•ft f +* * tf: ** f. f * f.tt ** t t. t *tt*ft t * *f, t:r * t f A?.* t * * f<t t * r t Account CodW ttic?Fi ; i t .on iahlr+to OC( 3'4 .8JO PLAN C JICCV - tlUOVE,: Pr i Type i i :./ of Inspe '.• 11 t A. d ress: Date called: q t. Special instructions: Date wanted. .. Requester: hen 5 7(-2O C �- INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. a Corrections required prior to approval. INSPECTION RECORD Retain a copy with permit (206)431-3670 Q REINSPECTION FEE RE • UIRED. Prior t inspection, fee must be paid 00 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt At( Date: P j/S' Type of F --Y ic ( j `7 U s / t Da calAti, to (] pecial instructions: Date want : c -a.m. .m Requeste ' • cL J rhone: ' d5 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 El Approved per applicable codes. COMMENTS: R LA.)0 - \y 0 vet INSPECTION RECORD Retain a copy with permit P Corrections required prior to approval. (206) 31 -3670 $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 Inspection: nw r l h al t Address: 2 1.x.7 41g-iii •e s t1 � Date tatted: t - LIM a2 Date wanted: a.m. Special instructions: Requester: � f Y yI DaK Phone: 2- 06- 571 -2280 4/ I 1 I Li i 1 t A I G o � { 7 6 1.- • t V01. t / 1 / I } I f (1 /o - ' l Project: voo t t ©r e s Type of Inspection: nw r l h al t Address: 2 1.x.7 41g-iii •e s t1 � Date tatted: t - LIM a2 Date wanted: a.m. Special instructions: Requester: � f Y yI DaK Phone: 2- 06- 571 -2280 INSPECTION NO. n INSPECTION RECORD' ` ' Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. Inspector: (A i Date IV c' $47.00 REINSPECTION EEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: ' Oak domes Type of Inspection: t h 5 t'� i ( W M rA n ti t Address: 1 2221 L i {l^ Ave D called: Z Special instructions: Date wanted: m, 3- 28'0 p.m. Requester: Dar ryl PoaK Phone: 206- - 5 7 ► - 2.2 g 0 t INSPECTION NO. Approved per applicable codes. Inspector: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Date: DoI -il o PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: 5 1.. tl..114 07 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite t00. Call to schedule reinspection. Receipt No: Date: COMMENTS: Type of Inspection: Address: 12 1-2 �j /� S + "' i co.. 1 Date called: Date wanted: %J`� Sl L � a.m. p.m. 3 2-4 62-' ac e.A Ur44 1,, Requester: ri ,t ' ?G•-t 1-..x"4 -0.. Phone: - -A-cI. y, if / . t -.- . . , ,i (- e, 0,-,),1 f , . a µ Project: Type of Inspection: Address: 12 1-2 �j /� S + "' i co.. 1 Date called: Date wanted: %J`� Sl L � a.m. p.m. Special instructions: Requester: Phone: Ei Approved per applicable codes. Ez= P C) INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 D, i i/ PERMIT NO. (206)431-3670 Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Proj_ tc„- c R .Dvevi Type Rf Ins ion: A 4'w , s tv Dat e called: Special instructions: Date wanted:. — U Requeste� &A A/ A , 5 i — vrs15 o INSPECTION RECOR&" Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 0 A pproved per applicable codes. Corrections required prior to approval. COMMENTS: 7.00 REINSPECTION FE REQUIRED. Pr' r to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: I Date: oject: Type of In sp ctt n: Addre s: I IP A Date callers. 1 • _ Special instructions: 1..-A.2 \-( V) 017:j Date.,wanted: a.rn ) Requester: " P ne• / - f. 4)-11 - 9 - S, (A - C) INSPECTION NO. Approved per applicable codes. COMMENTS: INSPECTION RECOR Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 N (206)431 -3670 PERMIT NO. Corrections required prior to approval. Inspecto : Date` t w � .00 REINSPECTION FEE RE(QUIRED. Prior t Inspection, fee must be paid ! a /6300 Southcenter Blvd., Suite Call to sc edule reinspection. Receipt No: I Date: Pro Oct' }G�•- �U y '�,�i Type of Inspection: /L' . 1.-ta �` 1 i re Ad r s• 3 I LE , i i, 14,0 Date called: i ( Special instructions: 1 Date wanted: i I a.m. r w p Requester: I'- tt 1 t-1L.1 Plane: INSPECTION NO. proved per applicable codes. COMMENTS: Receipt No: INSPECTION RECOR Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 a Inspector: ' ) I? Date: PERMIT NO. (206)431 -3670 Corrections required prior to approval. �i. ( . )? $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: P et •'t :�,, jj LL • aJ 16 1 '9-. Type . fJnspection __ . • Addr s �} 2 JU Date calleth i Date wanted: 1 2 sio 7 a.m. Sfecial instructions: ` Requester: Phpne: �� jr�[,�_ar• t2 ()Lk 1 1- D 1Ch INSPECTION NO. CITY OF TUKWIIA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: INSPECTION RECOR Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. Date: _ c� $47.00 REINSPECT! ' N Ea REQUIRED. / rior to inspection, fee must be paid ,/'" at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Pvct j- p-1 _ T y } off Inspection: { 1 Add •s • . Date called:, Special instructions: Date wanted: 1 ( , 1 1, 7 . a.m Requester: 1 fU" e t COL.. l _ 71 - .» Ko CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ►` _ $47.00 REINSPECTION al 6300 Southcenter Blvd., Receipt No: Inspec INSPECTION NO. Approved per applicable codes. INSPECTION RECOR Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. Date: � J O E REQUIRED. P for to inspection, fee must be paid Suite 100. Cal to schedule reinspection. I Date: 1 Prikect: Ty. • of Inspection: A dress: Date cal u• • Special instructions: Date wan ..: j a.m. Re ster: 0 U P e b 44e-) S —1 I „"".Z gCi 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 ' tiflApproved per applicable codes. COMMENTS: $47.00 REINSPEC ON FIE REQUIR . Prior to inspection, fee must be paid at 6300 Southcente Blvd., Suite 10 Call to schedule reinspection. Receipt No: Corrections required prior to approval. I Date: -.2 Date: Proj i4r1,o.. Type of ection: • fA. Date ca e•: f , d . • • ss: • 11— Special instru ions: Date wante•: . . Requestey. J A fia Phone: c; 71 , , ,k 0 +1 1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: Inspector: proved per applicable codes. Corrections required prior to approval. INSPECTION RECOR Retain a copy with permit Date:-- PERMIT NO (206)431-3670 Ej $47.00 REINSPECTION EEESEQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: JOY I ; .... .�.�.. - .2. if ' Type • f Inspection: / 1.4.e."<-1( y. c�'J� r /.,v i'j !`' r ' "'ssr < < s " rl , lr' /t"t/V`r'A • ate called: S ecial insttr Lions: L' 9 a i k t Date wanted: i '` rrt� .j `— R r equ • e Pro'ect: t-r' I�..+� aMr JOY I ; .... .�.�.. - .2. if ' Type • f Inspection: / 1.4.e."<-1( • 5 ' ) a-4 , A • dress: , .-, • ate called: S ecial insttr Lions: L' 9 a i k t Date wanted: i '` rrt� .j `— R r equ • e INSPECTION NO. } INSPECTION RECOR Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #10Q, Tukwila, WA 98188 R Approved per applicable codes. El Corrections required prior to approval. Inspector. / $7.00 REINSPECTION FEE REQUIRED. ,at 6300 Southcenter Blvd., Suite 100. - Receipt No: Date: Prior to inspection, fee must be paid :all to schedule reinspection. Date: bo)- i/g4 PERMIT NO. (206)431 -3670 III Project.... •,:1 Xi (1 tc ii—me.:1,) Type of nspection: 1,1z4- c) Date called: 2, Address: 10q4;? e‘i ,4e Special instructions: Date want ` 1/t: �� � (" ( Requester: '` T gf.. bi --, 4 k Phone: � �� � t ,:, u 4 7/ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: s REINSPECTION FEE REQUIRE at 6300 Southcenter Blvd., Suite 100.E INSPECTION RECORD Retain a copy with permit PERMIT N (206)431-3670 Corrections required prior to approval. Date: Prior to inspection, fee must b pad all to schedul reinspection. Receipt No: Date: COMMENTS: Type of Inspection: Address: VZ.'I- 2.7 L t ;�,; t . ,►-e Date called: I / 1 , ! 1 1 ,. •>r. „. I I GAL4 &. . . ' . Date wanted: ' V II /u 7- I a.m. p.m. Requester: � r- Qe • 2 K� t1.,! n �. � ' - 1 ' Sru D w 1 e_ Sa 0 -8 I -L 2 1 I OC 0-4'"Q s . id ..A 110 l' 1 ' ar OK, 1 102- Q ! t 4<< i& A z , c o s T1 IC rd p Ise cal IP 0--n. c P `cr, . p ( - h) cir -a-, s1/4}".1 p ulle rte,,( tiv-4 ICk) r,u 9 t J . Project: Type of Inspection: Address: VZ.'I- 2.7 L t ;�,; t . ,►-e Date called: I / 1 , ! 1 Special instructions: Date wanted: ' V II /u 7- a.m. p.m. Requester: Phone: 1 �� 1 - 7 1 -, � ' to tp INSPECTION NO. INSPECTION RECOR Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. 1 / 4 1/v? $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: Date: z l w 00 ma CD 10 W • � �W O U O S I W W O l i z U ~ f- z COMMENTS: Type of Inspection: (�) Date cited: 1 Date wanted: y ) , a.m, p.m. Address: 12aa? Yj hAir",:_ Special instructions: t Requester: /`e '/ / 'Teti C 4< - = Phone: 571 t 14 4 2 /5. Ti . { ^� L l l l j t` � We e 1 L :1 A4 ki - A‘ V 14 - /\ p qi. ( w A d i ! . 'JU ' A' 1t �i /ti . < , +. '. C GL_.. . . a Project: p DO 0 l H iii(' S Type of Inspection: (�) Date cited: 1 Date wanted: y ) , a.m, p.m. Address: 12aa? Yj hAir",:_ Special instructions: t Requester: /`e '/ / 'Teti C 4< - = Phone: 571 INSPECTION NO. CITY OF TUKWIIA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. ❑ Corrections required prior to approval. Date: ) $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector: INSPECTION RECOR Retain a copy with permit PERMIT NO. (206)431 -3670 Receipt No: Date: Project: E r, L'_.. 14T v- t' S Type of Inspection: !, r' s ii r 1' f fr $ /,-, b Address: � , /,- 7 `�. , � .S Date cal) ed: I2 17()17 / Special instructions: J . ,-„ // "f / - / , • r Date wa ted: 2 2 :.m.`' p.m. Reque ter S CI . , - x-1 Phone: 9G -' 7/~ %R)) 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 I 1 7 PERMIT NO. (206)431 -3670 Corrections required prior to approval. n $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: ect: "'" Ty of Inspectio� ( Ad • res : a c . led: Special instr ctions. Date w to . : i 1 Z Q D( Re ter: 4 phone: - 1, 71 -- ) (St) INSPECTION NO. INSPECTION RECOR Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, W PERMIT NO. )01 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: S I c 1L40-. (2 p / Q % IrL 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: Project: i V_ --'\ c %; 1 - ' ....0 Type of Inspection: Address: 1 (11 A-) S Date called; 1 1/13 it 1 Special instructions: Cc 1 ,..'"'' — *,.. Date 7anteJ , 1 1 t /LI / 1.- i fiagr) Requester: JQr r L ( Phone: 2k (p - i' .) 1 i 4,S INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit p PERMIT NO. (206)431-3670 Corrections required prior to approval. In'spector. ' 771 "trisZ. e.) / . .. 1 ,,, _2 i //if / $47.00 REINSPECTION EE REQUIRED. Pr' r to inspection, fee must be paid --' at 6300 Southcenter 1314d., Suite 100. Call to schedule reinspection. Date: / Receipt No: Date: Pr c ._ )izr yy& f ec on: I OCki la. 11 IA A ess 1 2 I" Date called: Special instructions: Date wanted: Roque J f ( 7<.11 / I .� rt�Y INSPECTION NO. INSPECTION RECOR Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 (V Civi/ (206)431 -3670 PERMIT NO. Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Receipt No: C S Y viei/ Inspector: r ; Date: / ,I ,- / t "t'A.'.o.. - t.,`` / /,' / 7 / ../ r , $47.00 REINSPECTIOI) FEE REQUIRED.' rior to inspection, fee must be paid at 6300 Southcenter Bfvd., Suite 100. Call to schedule reinspection. Date: :, ';- 'IRATE PERMIT REQUIRED FOR: (� rIfIECLIANICAL ELECTRICAL E gPLUMBING [IGAS PIPING CITY OF TUKWILA BUILDING DIVISION unclor;a:id tits; approvals are subject to errors i , :, onli :ons and approval of plans does not authorize the violation of any adopted cod or ard:nanoe. f= ccaipt of con- tractor's copy of approved plans acknowledged. 8 Date Permit No.. * .....r i BE �' Z. VA : . � v '+a '..J ! M' 3 sj t+ C SEA pig. �. f CITY of TuY,Wti.A APPRovED OCT 10 2001 AS NO t t.l3 (rte Doi - u� ACTIVITY NUMBER: D01 -116 DATE: 9 -26 -01 PROJECT NAME: DOAK HOMES, INC. - LOT 36 SITE ADDRESS: 12227 - 48 AVENUE SOUTH Original Plan Submittal XX Response to Correction Letter #2' Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: Buildir ivision Public Works l ! DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete F Incomplete Comments: TUES /THURS ROUTING: Please Route l - Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved REVIEWER'S INITIALS: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Approved with Conditions C CORRECTION DETERMINATION: Approved Approved with Conditions REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 n DATE: Planning Division I. (o -7.4/ Permit Coordinator DUE DATE: 10-02 -01 Not Applicable No further Review Required DATE: DUE DATE 10 -30 -01 Not Approved (attach comments) Not Approved (attach comments) n DUE DATE DATE: ACTIVITY NUMBER: D01 -116 PROJECT NAME: DOAK HOMES, INC. - LOT 36 SITE ADDRESS: 12227 - 48 AVENUE SOUTH XX Response to Correction Letter #2 Revision # After Permit Is Issued DEPARTMENTS: Di< Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete C Incomplete [1 Not Applicable g Comments: TUES /THURS ROUTING: Please Route ri Struc r, ' eview Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 Original Plan Submittal PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Approved with Conditions Approved with Conditions n REVIEWER'S INITIALS: DATE: 9 -26 -01 Response to Incomplete Letter # Planning Division ri Permit Coordinator r DUE DATE: 10-02-01 No further Review R quir d ri DATE: DUE DATE 10- 30-01 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: ACTIVITY NUMBER: D01 -116 DATE: 9 -26 -01 PROJECT NAME: DOAK HOMES, INC. - LOT 36 SITE ADDRESS: 12227 - 48 AVENUE SOUTH Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter #2'! Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP n n Comments: DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES /THURS ROUTING: Please Route C Structural Review Required n No further Review Required DATE: C\_ .— REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Fire Prevention Structural Approved n Approved with Conditions CORRECTION DETERMINATION: Approved n Approved with Conditions Incomplete ri Not Applicable n n REVIEWER'S INITIALS: Planning Division Permit Coordinator Fl DUE DATE: 10-02-01 DUE DATE 10 -30 -01 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) REVIEWER'S INITIALS: DATE: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -0116 DATE: 4 -18 -01 PROJECT NAME: DOAK HOMES INC. SITE ADDRESS: 48 AVE S (LOT 36) SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # AFTER Permit Is Issued DEPARTMENTS: Building ''vision D Fire Prevention S'ZrQI I 4- Pu i I' Works Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: 7 Incomplete n TUES/THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved REVIEWER'S INITIALS; t-� Myree ry) 11 tM A, ifd 5 CORRECTION DETERMINATION: Y'NRt)VII [kW NII Approved with Conditions n ''T rnoRD ('1(WY Planning Division 4e U&e 414 -0 Permit Coordinator DUE DATE: 4-19-2001 Not Applicable n No further Review Required C DATE: DUE DATE 5-17-2001 Not Approved (attach comments) DATE: DUE DATE Approved n Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D01 -0116 DATE: 4 -18 -01 PROJECT NAME: DOAK HOMES INC. SITE ADDRESS: 48 AVE S (LOT 36) SUITE NO: Original Plan Submittal Response to Incomplete Letter Response to Correction Letter r Revision ;t_ AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works QTERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: Approved PLAN REVIEW /ROUTING SLIP • n Fire Prevention Structural Incomplete Structural Review Required 'h..0. APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions C REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 4-19 -2001 Not Applicable E n No further Revie Requi •d DATE: ` 1 D C DUE DATE 5-17-2001 Not Approved (attach comments) DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions n Not Approved (attach comments) ri REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D01 -0116 DATE: 4 -18 -01 PROJECT NAME: DOAK HOMES INC. SITE ADDRESS: (LOT 36) SUITE NO: /222 7 yg A-v• S • Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # Revision # _ AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works Complete LI Comments: Please Route PLAN REVIEW /ROUTING SLIP C n n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES /THURS ROUTING: Structural Incomplete n Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved Appro REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved n lliRnUf! MN' Yri ed with,C Te Fire Prevention 91 Planning Division ditions n REVIEWER'S INITIALS: Permit Coordinator DUE DATE: 4- 19-2001 Not Applicable No further Review Required DATE: DUE DATE 5 -17 -2001 Not Approved (attach comments) DATE: y "Z r -6 Approved with Conditions n Not Approved (attach comments) DUE DATE DATE: ACTIVITY NUMBER: D01 -0116 DATE: 4 -18 -01 PROJECT NAME: DOAK HOMES INC. SITE ADDRESS: 48 AVE S (LOT 36) SUITE NO: Original Plan Submittal Response to Incomplete Letter IL Response to Correction Letter ft it AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works DET O COMPLET (Tues., Thurs.) DUE DATE: 4 -19 -2001 Complete Incomplete LI Not Applicable El Comments: TUES /THURS ROUTING: Please Route Approved ri vU()tfi .()O fN PLAN REVIEW /ROUTING SLIP C n c REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) REVIEWER'S INITIALS: CORRECTION DETERMINATION: Structural Review Required Fire Prevention ri Planning Division Structural REVIEWER'S INITIALS: Permit Coordinator No further Review Required n DATE: DUE DATE 5 -17 -2001 Approved ri Approved with Conditions ri Not Approved (attach comment DATE: Li DUE DATE Approved with Conditions Not Approved (attach comments) DATE: cc: Nora Gierloff :) City of Tukwila Department of Community Development Steve Lancaster, Director DATE: April 19, 2001 APPLICANT: Doak Homes RE: Single Family Residential Permit Application D01 -116 ADDRESS: Parcel 017900 -1295 (Lot 36) 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. PLANNING DIVISION COMMENTS Your application has been denied. 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). Your proposal shows a FAR of 70 %. In order to proceed with your proposal you must reduce the FAR to 50% or less. Steven M. Mullet, Mayor 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 ACTIVITY NUMBER: D01 -116 DATE: 4 -18 -01 PROJECT NAME: DOAK HOMES INC. SITE ADDRESS: 48 AVE S (LOT 36) SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter t Revision ft AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works Complete u tA011I .L)OC PLAN REVIEW /ROUTING SLIP C [e] APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: Fire Prevention Structural n n Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 4 -1 9-2001 Incomplete ri Comments: TUES /THURS ROUTING: Please Route LI Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: Approved `J Approved with Conditions REVIEWER'S INITIALS: LYv\ Not Applicable El DUE DATE 5 -17 -2001 Not Approved (attach comments) DATE: 51Z 70 L n C DUE DATE Approved n Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: PUBLIC WORKS ENGINEER APPROVAL: OHM Permit No: D01-116 Status: ISSUED Site Address: 12227 48 AV S Location: Water Meter Type: Water Meter Size: Quantity: Work Order No: WATER METER SUPPLEMENT DEVELOPMENT PERMIT WATER METER A TOTAL WATER METER FEES: S260.00 •i Applied Dale: 04/16/2001 Issued Date: Ili02/2001 WATER METER 6 WATER METER C PERM .75 .00 ,00 5214B Connection Fees: $60.00 $.00 $.00 Install Deposit: $150.00 $.00 4..00 Add'I Install Deposit: $.00 $.00 $.00 Plan Review Fee: $10.00 $.00 $.00 Inspection Fee: $15.00 1.00 f.00 Water Turn On Fee: $25.00 $.00 Special Assessment: 1.00 •.00 t.00 Other Fee: .00 .00 ;A10 'Iteiitaut WATER SUPPLY ASSET Bill of Sale City Water Meter Permit #: / 4 / 0.7 9y c/2 KNOW ALL PERSONS BY THESE PRESENTS, that Ak //o/nef //VC , , an individual /general corporation /partnership and existing by virtue of the laws of the State of Washington, located at 1/917 _ -4 /2-1'e S', et). S0 /4 Cc)47 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 /2. / '7- Yin /1--tie. S_ c. /cw,I -/9 City of Tukwila, County of King, State of Washington, to wit: Legal Description of Real Property: Z.07‘ 31 r / /c 6 4v44.194. /k4/ mac) // / pere cov List of Materials /Asset Description t]n'€. water meter box(es) located at the above address, 4' lineal feet of 3/V inch meter service line(s) with appurtenances, made of 1» c' / material type with an installation cost of $ X35 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 j7o / - II G EXECUTED at the City of Tukwila, Washington on this day of 20 SELLER: BY: TITLE: w 41 STATE OF WASHINGTON ) N o ) ss CO al County of King ) co u. w _co Da w zo U Q ww GIVEN under my hand and official seal this day of '� ro / ..a L , 20S'22 . �� w c U - n On this day personally appeared before me To be known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that i4e signed the same as __A free and voluntary act and deed, for the uses and purposes therein mentioned. P:PW Dev Engr /Forms /Water Supply Asset Sale 'Sigi a Print Name Au Q s. C. )2 TITLE: � ,e ' NOTARY PUBLIC in and for the State of Washington, residing at 4141 , My commission expires o' - t c5 (d aoeiicabiel Property Street Address City, State, Zip Owner's Maili Address (!f different from above) (11 different from above) Signature of Owner /Representative Print Name of Owner /Representative 1057 (Rev 2'oof White — King County TW/ W 4 ReE '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 sub(ect to a capacity charge. The amount of the charge is established annually by the King County Council but is limited by state law to 510.50 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 ,t9/9-A. //e-,.46a- /N (Last. First. rkddje trrrt,ait Property Tax I.D. Number 0 / 7P t'C9 -` 2 9 S Property Legal Address: Subdivision Name McNloecw Subdiv. # Lot # Lot 3c Block Building Name 4- "' _S', 5' 'P ! e4. 9 81y6 Owner's Phone Number ( 2e ) 2 6 7 Property Contact Phone Number ( ) Party to be Billed NA. (if different from owner) Party's Mailing Address N City or Sewer District C f Date of Connection Side Sewer Permit #_ PO(- LI Demolition of pre- existing building? CI YesRNo Demolition Permit # Residential Customer Equivalent (RCE) Please check appropriate box: e t - rSingle- family LI Duplex (0.8 RCE per unit) 3 -Plex (0.8 RCE per unit) [.J 4 -Plex (0.8 RCE per unit) (1 5 or more (0.64 RCE per unit) No. of Units x 0.64 = El Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = 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. 1.0 1.6 2.4 3.2 f/ 4F, v 'Yellow — Local Sewer Agency Date sN, Pink — Sewer Customer F & King County us_ec:: _ i 4 A Account # Monthly Rate Six Month Due Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 4 ❑ Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # after Permit is Issued Project Name: eyt k yti - e - / fe'e Project Address: Contact Person: - v, f •i hr•�� � , Phone Number: 2 W. Summary of Revision: 0 t'4. ' (' c f r c o crt}- t � <." c ' r" r' Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: d Entered in Sierra on q- l.(o I City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 SION SUBNIXTTAL Plan Check/Permit Number: RECEIVED e r OP'TUKW1 5tY 2 6 L0O1 PERMIT CENTER 08/30/00 September 26, 2001 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 Attention: Permit/Planning Division Re: Single Family Residential Permit Application D01 -115, Parcel 017900 -1290 (LOT 35) D01 -116, Parcel 017900 -1295 (LOT 36) Dear Sir /Madam: Doak Homes, Inc. 11917 - 4th Avenue SW Seattle, WA. 98146 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, ( /1--- Darryl E. Doak, Sr 1 President Doak Homes, Inc. June 20. 2001 Dear Mssrs. Doak: Darryl E. Doak. Sr. Telly M Doak Doak Homes, Inc. 11917 4 Avenue SW Seattle, WA 98146 City of Tukwila Department of Community Development RE: Single Family Residential Permit Applications DO 1 -115 an Steven M. Mullet. Mayor Steve Lancaster. Director 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 informed 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 ot'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% FAR). Staff 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. l can be reached at (206) 431 -3670. Sincerely, ;i)r • Steve Lancaster, Director Department of Community Development Cc: Mayor Steve Mullet Joan Hernandez. Council President Jack Pace. Planning Manager Brenda Holt. Permit Coordinator iioatcy,ii ?1. ::100 • ruktt z1,1. • Phone: JO n- -J 3i . >, -_ -' • Fi'i: 200 jor r;< May 24, 2001 Darryl Doak Doak Homes Inc 11917 — 4th Avenue SW Seattle, WA 98146 City of Tukwila Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number D01 -116 Doak Homes — Lot 36 12227 — 48th Avenue S Dear Mr. Doak: 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 he accepted through the mail or by a messenger service. If you have any questions, please contact Inc at (206)431 -3672. Sincerely, (- 41/10thk Brenda Holt Permit Coordinator encl xc: File No. DO l - l 16 Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 -431 -3665 LICENSE DETAIL INFOR' _" ATION Form STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. O. Box 44000 Olympia, WA 98504 -4000 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: LICENSE DETAIL INFORMATION Current Filter. None Registration# or License DOAKHI *092NZ Name DOAK HOMES INC Address 11917 4TH AVE SW Address City SEATTLE State WA Zip 98146 Phone Number 2062466587 Effective Date 8/9/91 Expiration Date 8/1/03 Registration Status ACTIVE Type CONSTRUCTION CONTRACTOR Entity CORPORATION Specialty Code GENERAL Other Specialties UBI Number 601329337 * * *VIEW PRINCIPAL OWNER(S) FOR THIS LICENSE * * * * *VIEW CONTRACTOR BOND /SAVINGS INFORMATION * * * * *CHECK INQUIRY FOR SUMMONS AND COMPLAINTS* * * * VIEW CONTRACTOR INSURANCE INFORMATION * ** https: / /wws2.wa.gov /lni/bbip /TF2Form .asp ?License= DOAKHI *092NZ IX)I -114 Page 1 of 1 New inquiry by CITY, NAME, PRINCIPAL OWNER NAME, NUMBER, UBI NUMBER or return to the L &[ Construction Compliance [ -lome Pane 1 0/10/01 CONNECTION . MUM. 1. Joist to sill or girds; toenail 34d 2. Bridging to joist, toenail each end 2-8d 3. 1' x 6' (25 mm x 152 mm) subfloor or less to each joist, face nail 2-8d 4. Wider than 1' X 6' (25 mm x 152 mm) subfoor;to each joist, fax nail 3-Bd 5. 2' (51 mm) subflom to joist or girder, blind and face nail I 2-16d 6. Sole plate to joist or biocide& typical face nail Sole plate to lout or blocking, at band wall papas L6d at 16" (406 coral on. 346d per 16' (406 nun) 7. Top plate to stud, end nail 2 -16d 8. Stud to sole plate 4-Sd, toenail n 2 -16d, end nail 9. Double studs, face nail . 16d at 24" (610 mm)'an 10. Doubled top plates, typical face nail Double top plates, lap splice ' I6d at 100 (406 010) 1 A 8- 11. Blocking between joists or rafters to top plate, toenail, l 11 'Rim joist to top plate. toenail 8d at 6' (152 mm) oc, 13. Top plates, laps andfneerseetioos. face nail 2-16d 14. Continuous head.. two pieces J. 16d at 16' (406 mm) o c. along each edge 15. Going joists to pints, (serail 3-8d 16. Continuous header to stud, toenail 17. Ceiling joists, laps over partitions, face nail 3-16d 16. Ceiling joists to parallel/afters, face nail', 3-164 19. Rafter to plate. taemri 3-8d 20. 1" (25 mm) brace to each stud sad plate, face »ati ' . 2-8d 21. 1" x 8' (25 mm X 203 mm) sheathing or less to each bearing, face nail 2-8d '22. Xrtder than Y x 8" (2S mm x 203 mm) sheathing to each bearing, Taos nail 3-8d 23. Bmlt- up corner siuds 16dat24' 24. Built-up girder and beams : 20d at 32" (813 mm) o.e.st top and bottom and ataggated 2-20d at ends and at each splice 25. 2' (51 nun) planks 2 -L6d at each bearing 26. Wood structural panels and particleboard: Sobfloor and wall sheathing (to framing) i /z" (12.7 mm) and less 19/.7- (15 mm -19 mm) 74-4.- (22 ram-25 mm) 1 (29 mar 32 mm) Combination sebllox a _ryment(toframing): 3 /4'(19 mm) and lms 7/ -1' (22 mm-25 mm) 1 (39 mm-32 mm) 844 ot6a5 LOd or 8d tOd 'Worms 27. Panel siding (to framing); I/2" (127 mm) or less 5 /8" (16 mm) 64' 58 Fiberboard sheathing i t/{ (127 ®) 25 132 Palm) No.11 ! No. I6gaf No. 111a No.16 go. 29. Interior paneling nun) t /4" (6.4 3 /e {93 0101) _ Odle ;, 44l .. ABBREVIATIONS /GENERAL CONSTRUCTION. AS, ABV. ALT $D. ELKS BM CANT. GS. CDR G.J. CL GLR COM COMP GONG GOHT d D .B. DBL DIAM EI^I. EX EXP PXf• FIN F.G. F.F.L. FO5 FP FTG GLB GL GR HD NOR HR HST. Hi. HY)l ABBREMATIONS/ELECTRIGAtL/MEGf ANIC L/ LIGHTING E S M ELECTRIC SERVICE METER r$FIG ESP ELECTRIC. SERVICE PANEL 512 U.G. UNDSRLROUND NLS.J- ENH Ft 'Fr:TRIG NWLL HEATER H.B. EBB Fl FGTRIC BASEBOARD G.O. L.P.D. LOCATE PER O M ER CAR. VTO VENT TO OUTSIDE GFM CUBIC r-ttl PER MINUTE ELECTRICAL/ MECHANICAL./ LIGHTING SYMBOLS Y gE �wP ANCHOR BOLT A60VE ALTERNATE BOARD BLOCKING BEAM CANTILEVER CARRIAGE SOLT CEDAR CSUN6 JOIST CENTERLINE CLEAR COMMON COMPOSITION CONCRETE CONTINUOUS PENNY . DEADBDLT DOUBLE DIAMETER EACH alp EACH SIDE EACH MAY EXISTING EXPOSED EXTERIOR FINISH FIBERGLASS FLOOR JOIST FINISHED FLOOR UNE PACE OF STUD FIREPLACE FOOTING GUJ -LAM BEAM 6k ASS /GLAZING G ° °opE GYFSUTI WA LLSOARD HOLDONN HEADER HANDRAIL HEIGHT HEAT LAMP HOT )HATER 3 }NAY SVVITCH , T, DIMMER SNOTGH ®' 11MS . SNITCH DUPLEX OUT L 1 HALF SWITCHED SPEC. APPLIANCE ICJ FLOOR OUTLET SWITCH INCL. INT LAM UN MAX MS. MIN INC. NTS O.A. O.G. 0.14. 058 FL P.T. FYI R RE OC REQ9 R45 R.O. R.S. 5.C. SHT SH SKY SLOE 5W T T-00 T. 13. TPL. 'TYP T4G UNPIN. U.N.O. V.B. V.6. WD NU. 84_F. ELECTRIC PANEL ELECTRIC METER SMOKE DETECTOR EXHAUST FAN CABLE JACK 000RBELIICHIME PHONE JACK THERMOSTAT HEAT RESISTS ELEC. BASE SO INCLUDE INTERIOR LAMINATED uNEN MAmmum MACHINE SOLT MINIMUM INCLUDE ' NOT TO SCALE OVERAU- ON GH•1TPR OVERHANG ORIENTED STRAND BOARD PROVIDED BY OWNER PLATE PRESSURE•TREATFD PLYI^IOQ0 RISER RELOCATE REQUIRED ROD AND SHELF ROUGH OP13•IIN66 ROUGH SAWN SOUR GORE SHEET SHELF SKYLIGHT SLIDING ' SHEARIALL TREAD TIE DONPt (V TOWEL BAR TOP PLATE TYPICAL. TONGUE AND GROOVE UNFINISHED UNLESS NOTED OTHS Y1lSE VAPOR 13ARRIER VERTICAL SRAIN P4000 WRDU6HT NiATr"R PROOF GROUND FAULT INTERRUPT CIRCUIT SMOKE DETECTOR NIATEJR SERVICE LINE H05E 13158 CLEAN OUT COLD AIR RETURN SURFACE USHT MALL MNT. UGHT RECESSED U6HT CHANDELIER FLUORESCENT TRACK L161-1T FULL CHAIN USHT GAG METER FLOOR DRAIN HOSE BIBS TABLE 2341 -3-1 T ABLE 23.11- B- 1- NAIUNl3 SCHEDULE 1997 UNIFORM BUILDING CODE !Common or box mails may be used except where otherwloo s tates 2 NaIs spaced at 6 inches (152 nun) on center at edges. 12 inches (305 mm) al Intermediate avisits except 6 inches (152 mm) at all supports whine spans= 48 inches (1219 inn.) or more. For nailing of wood structural pans/ and particleboard diaphragms and shear walla, infer to Sew 231533 and 2315.4. this for vial] sheathing may be cmamtmt. box or casing 3 Common or deformed shank. 4 Commoa SDeforrued shank 6��sia4 raistaat yrr or saying nark wnf orming the reqrernenU of Section 2304 >. 3 Fastenas spaced 3 i�ha (76 mm) on canter at exterior edges and 6 incha (152 mm) on center at intermediate its. 8 corrosiontesistarl roofing nails with 3 rte-in ' iame v t er to (11 mm head and l t/2 inch (38 mm) length for I /yvhdt 12 aria) sitealbing and 1314=mch (44 orrosi ss /mom (� with uwninoP/ loch 11 mm mwn nd li%g•inch Section 29 m Ien for I inch (127 mm) she lilting a� ltf2 atilt (38 nmt kaglk Corrosion- res6tant staple KIP 20 incha ( 508 m) 043 ) zs /� (2" mm) sheathing conformin m rite requhrem a of Sechon 23 m i • aP anel n u at - 16 incha. {406 mm) [ { m) i[ strength axis in the Tong directhon of the panel, unless otherwise ,,,„„ casinos finish awls sp 6 inches {152 mm) on panel edges. l2 inched (305 mm) at intermediate u 11 Po ucl supports at 24 ruches (610 mm). Casing or finish nails spend 6 inches (152 mm) on pane edge 12 inches (305 mm) at lotarned<are supports. CITY OF TtiKili.A APPROVED 'OCT 10 20D1 AS, NOTED i i.. r G Ar ,nsloN 1 CONTRAGTOR SHALL VERIFY ALL EXISTING SITE CONDMON5 FOR COMPLIANCE NIITH PLANS AND SPEGIFIGATION5. 517E CONDITIONS INCLUDE, SOIL, TOPOGRAPHY, RF..QUIRED SETBACKS AND IF APPLICABLE, THE DIMENSIONS OF E)1511N6 STRUCTURES AND THEIR STRUCTURAL AND MECHANICAL COMPONE4T5. THIS OFFICE SHALL SE NOTIFIED PRIOR TO CONSTRUCTION OF DISCREPANCIES, AMBIGUITIE5 OR OMISEION5 IN THE PLANS. 2. • WRI I I EN DIMiESION5 TAKE PRECEDENCE OVER DRAINING SCALA DETAILS TAKE' PRECEDENCE OVER PLAN AND EL VA-1ON VIENIS. • 3. ALL YVORKMANSHIP, MATERIALS AND INSTALLED PRODUCTS SHALL MEET OR EXCEED THE ACCEPTED INDUSTRY STANDARDS AND SHALL MEET OR EXCEED 114E MINIMUM REQUIREMENTS OF THE UB.G., W.E N->^.G UI-I.G•, AND ALL AFPUCABLE LOCAL CODE5, WHICH SHALL TAKE PRECEDENCE OVER NOTES, SPEGIFIGATIONS AND DRAWINGS. 4. UNLESS A FROFE55IONAL SURVEY ACCOMPANIES THE PLANS, THE PLOT PLAN WAS' DRAIN FROM GENERAL SITE LANDMARKS AND 15 NOT TO BE CONSTRUED AS A PROFESSIONAL SURVEY. THE CONTRACTOR SHALL TAKE FULL. RESPONSIBILITY FOR MAINTAINING REQUIRED ZONING SETBACKS OR SHALL, AT HIS ': 015CRE1iON, REQUEST THE ONRNIR TO PROVIDE A'PROF .S ZONAL SURVEY TO DETERMINE S T ACKS AND /OR OTHER ZONING RESTRICTIONS. 5. THE CONTRACTOR 5HALL SECURE ALL NECESSARY PERMITS AND INSPECTIONS AND SHALL NOTIFY THIS OFFICE, PRIOR TO CONSTRUCTION, OF ANY'REVISIONS OR ADDED REQUIREMENTS REQUESTED BY THE BUILDING OFFICIAL Y`UTHIN HIS/HER JURISDICTION. 6. THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL REQUIRED OP81UNG5 N FLOORS, WALLS AND ROOF Y`UTH PROPOSED MECHANICAL,' PLUMBING AND 11..EG7RIGAL WORK_;. PREFABRICATED ITEMS TO BE HANDLED AND INSTA' LED PER MANUFACTURERS RECOMMENDATIONS. GENERAL NOTES GENERAL CONSTRUCTION NOTES A. SITE CONDITIONS AND SITE /*•IORK 1. IF SOIL CONDITIONS ENCOUNTERED UPON EXCAVATION DIFFER FROM THE SOIL' BEARING CAPACITY OUTLINED UNDER "DESIGN LOADS ", OR IF EXCESSIVE GROUND MATER 15 PRESENT, CONTACT THIS OFFICE BEFORE C ALL FOOTINGS SHALL EMEND TO BELO M THE FROST PINE AND SHALL BEAR ON UNDISTURBED, NATIVE SOIL. 2. DO NOT BACKFILL UNTIL WALLS HAVE BEEN ADEQUATELY BRACED OR HAVE BEEN DE5I4NE12 TO RESIST LATERAL' EARTH' PRESSURE. SAGKFILL MATERIAL SHALL SE GLEAN, PERMEABLE AND FREE OF ORGANIC'MATHJALE B. CONCRETE 1. CENTER. ALL P05T: FOOTiN65 UNL E55 NOTED AND PROVIT E 1" PLINTHS AT 5LAB5 OR 5" PLINTHS AT EXPOSED EARTH (6' IF POST 15 PRESSURE TREATED). PROVIDE b" MIN. FROM SILL PLATES TO FINISHED GRADE DAMP - PROOF EASEMENT FOUNDATION IY`NALLS WITH 2 COATS ASPHALTIC EMULSION U.N.O. C. REINFORCING 1. INSTALL REINFORCING PER A.G.N. STANDARD PRACTICE. SPLICE CORNER AND CONTINUOUS BARS NUTH A MIN. OF 3 BAR DIAMETERS. MINIMUM BAR,: GOVI3R: EXPOSURE TO WEATHER 2", TO EARTH 3'. TO OTHER V. 2 E -15 D ANCHOR BOLT5 A MINIMUM OF 7" U.N.O., PLACE WITHIN 12" OF ENDS. 3_ NEV FOOTINGS SHALL NOT IMPOSE "UNDE5IGNED" WADS ON NEN OR EXISTING BASEMENT OR RETAINING WAILS. D. LUMBER AND FRAMING 1. FRAMING LUMEER: - KO. TO 19% MOISTURE CONTENT, GRADED PER STD. GRADING RULE55 PER FIC.L OR' FM IM F•A- AS AFPUGABLE. GRADE AND SPECIES PER FRAMING PLANS, GENERAL NOTES AND 'DESiIGN WAD CHART"..! • 2. SiLL PLATES, DECK SUB- STRUCTURES, POSTS AND BEAMS EXPOSED TO•WEATHER AND ANY WOOD IN CONTACT IWTH CONCRETE SHALL BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE. COLUMNS AND POSTE 5H ALL. BE FRAMED TO TRUE END BEARING WITH ADEDUATE ANCHORS AT TOP AND BOTTOM TO AVOID UPLIFT AND DISPLACEMENT. PROVIDE LATERAL. SUPPORT FOR SEAMS, RAFTERS AND JOISTS PIER UBG 2306.7. PROVIDE TEMPORARY BRACING AS REOIJIRE? UNTiL ALL PERMANENT CONNECTIONS AND S11FFENIR5 ARE INSTALLED. 3. PROVIDE A MINIMUM JOIST BEARING OF 1 1/2" ON MOOD, 3" ON CONCRETE.: H. SAFETY' GLAZING 1. TEMPERED SAFETY GLASS SHALL BE INSTALLED IN - HAZARDOUS LOCATIONS, NCUIDN6 AREAS THAT ARE SUBJECT TO HUMAN IMPACT, GLAZING IN DOORS, G:.AZING WITHIN A 24" ARC OF CLOSED DOOR. GLAZED AREAS > 9 SQ. FT. MEN LESS THAN 15" ABOVE FLOOR OR WALKING SURFACE AD AS DESCRIBED IN UB.G. 2406. SAFETY GLAZING IS REQUIRED TO SE FLRMANENTLY MARK FD PER USG 2406.3.• 1 ELECTRICAL AND 1 r. AWATE: 1 F 1' TRIGAL CONTRACTOR SHALL EV D DETERMINE ADEQUACY OF EXISTING AND PROPOs 2 ELECTRICAL SERVICE AND PROVIDE RE MIRED CIRCUITS AND AMPERAGE PER N,E.G., STATE AND 'LOCAL' ENERGY CODE5, AND MANUFACTURER'S SPECIFICATIONS FOR PROPOSED PRODUCTS, APPLIANCES AND EQUIPMENT. 5EPARATE PERMIT RFOIARED. J. MECHANICAL 1. WARM AIR FURNACE OR GAS HUN. SHALL NOT BE INSTALLED UNDER STAIRS AND SHALL HAVE PROPER VENTS AND DIRECT OUTSIDE COMBUSTION AIR. 2. GAS APPLIANCES IN GARAGE SHALL BE ON A 15' HIGH PLATFORM. 3. AIR DUCTS PENETRATING GARAGE TO HOUSE SEPARATION SHALL BE 26 GAUGE MINIMUM OR SHALL HAVE APPROVED DAMPERS 4. DUCTING. SHALL MEET U.M.C. STANDARDS AND SYSTEMS ARE TO BE BALANCED. CONTRACTOR SHALL FROVIDE MECHANICAL DUCTING DIAGRAMS /SHOP DRAFINGS, EQUIPMENT SIZING, HEAT LOSS CALCULATIONS AND MANUFACTURER'S DATA ON ,EQUIPMENT EFFICIENCY FOR ARCHITECTS R 5. BATHROOMS, LAUNDRY ROOMS, KITCHENS AND SPA :' ROOMS SHALL HAVE MECHANICAL EXHAUST N RIGID DUCTING TO EXTERIOR, P TH A BACKDRAFT DAMPER, CAPABLE OF 5 AIR CHANGES PER HOUR. SEE ENERGY AND INDOOR - AIR OJJALJTY NOTES FOR FAN VOLUME AND SONE RATING. SEPARATE PERMIT REQUIRED. 4. MULTI 2X BUILT -UP BEAMS SHALL BE SPIKED TOGETHER. UNLESS NOTED, USE 1Od NAILS a 12" O.G. STAGGERED. 5. SOLID BLOCK IM/ 2X 0 MIDPOINT OF STUDS OVER 10 I-t=l, BELOW BEARING PARTNi1ONS'PERPENDICULAR TO JOISTS AND RAFTERS 0 SUPPORTS. S. SNOOD ENTERING CONCRETE OR MASONRY SHALL HAVE 1E2" NET AIRSPACE AT TOP, SIDES AND END. 1. DOUBLE JOISTS UNDER PARALLEL SEARING PARTITIONS AND UNDER TENDON CRIPPLES AT CANTILEVERED FLOOR SECTIONS. I ). FIR STOP AND DRAFiSTOP TO CUT OFF ALL CONGEALED HORIZONTAL AND VERTIGAL BETWEEN FLOORS. FLOOR TO ATTIC, AT 10' INTERVALS HORIZONTAL BEHIND MALL FURRING, AT TOP, BOTTOM AND SiDES OF STAIRS. - q, GUI -LAM BEAMS SHALL BEAR AJ.T.G. INSPECTION STAMP AND SHALL BE "ARCHT EGTURAL APPEARANCE" GRADE ,WHERE EXPOSED TO VISM. E. METAL CONNECTORS 1. ALL METAL CONNECTORS SHALL SE "SIMPSON "' OR AN APPROVED EGilJIV. 2. FRAME NAILING SHALL COMPLY WITH UBG TABLE 23-11- B-1 UNLESS NOTED OTHERWISE ON FRAMING PLANS OR ON 5HFARETALL SCHEDULE. ALL NAILS SHALL BE COMMON ARE NAILS. E. USE CUT MASHERS AT BOLTED CONNECTIONS. CONNECTORS EXPOSED', TO WEATHER SHALL BE GALVANIZED OR HAVE APPROVED COATING. ROOFING SHALL SE FASTENED Ff111 CORROSION - RESISTANT FASTENERS. F: PLYYVOOD AND DIAPHRAGM NAILING 1. ALL PLYNIOOD FOR STRUCTURAL U5ESSHALL CONFORM AND SEAR A GRADING STAMP OP THE Arn IGAN PLYWOOD ASSOCIATION(APA) AND NAIL PIEIJBG TABLE 23- 11-B-1 UNO. 2. PROVIDE DIAPHRAGM SHEATHING ANA NAILING AS FOLLOY S UNLESS NOTED ON PLANS: FLOOR SHEATHING SHALL BE T46 3/4'- G- D- EXT -APA- PLYWOOD KITH EXT. GLUE, PJ. 52/16, GLEE TO JOISTS AND NAIL WITH 10d a 6" 0/C EDGES. 10d a 10" 0/C FIFI r) ROOF SHEATHING SHALL BE 15/52" G-D- TNT- APAPLYWOOD WITH EXTERIOR GLUE, P.1. 24/0, NAIL Rid • 6" 0/C EDGES, Sd 0 12" O/G FIEF G VENTILATION AND ACCESS 1, VENTILATE CRAWL SPACES AND OVERHANGING FLOORS WITH SCREENED OPENINGS NOT LE55 THAN 1 5Q. FT.(NET FREE) FOR EACH 150 50. FT. OF UNDER FLOOR AREA. DISIRIBUTE'OPENINGS APPROXIMATELY EQUAL ALONG THE LENGTH OF AT LEAST TWO OPPOSITE EDE5 AND COVER KITH 1/4' CORROSION RESISTANT HERE MESH AT CRANE- SPADE OPENINGS. 2 VENTILATE ATTIC SPADES WTTH'',CROSS VENTI ACON EQUAL TO i/1S0T14 OF THE ATTIC AREA(NET'FREE). EXCEPT THE AREA MAY BE 1/3OOT14, PROVIDED AT LEAST 50% OF THE REQUIRED VENT AREA IS 3 FT. ABOVE EAVES MITE 50% OF THE REQUiRLD VENT AREA • IN THE EAVES. 5. PROVIDE AN ACCESSIBLE ATTIC ACCESS PANEL, 22" X 50" MINIMUM WITH A CLEAR HEIGHT OF 30", INSULATE AND )EA714ER- STRIP. 4. PROVIDE 15" X 24" CRAWL SPADE ACCESS TO 'UNDER FLOOR AREAS. 1.- PLUMBING CON1 RAC. I cdm 711PU VENTS PER U.P.G. 2. HOT WATER TANKS SHALL: BE SIZED BY INDUSTRY STANDARDS FOR PROPOSED USE AND BE LABELED NAECA APPROVED. 3. FLOW RATES TO COMPLY WITH NAG 51-46 SECTION 402.0 TOILETS: 1.5 GPF(MAXJ, SMOKERS: 2.5 GPM(MAX), LAVATORIES/FAUCET: 2.5 GFM(MAX). 3. PROVIDE SEISMIC' SERAPE AND PRESSURE RELIEF VALVES(PLUMBED TO OUTSIDE) AT HOT WATER TANKS. SEPARATE PERMIT REQUIRED. L. - MOISTURE CONTRGL ' • 1. •SHOWERS SHALL HAVE APPROVED HARD, SMOOTH AND WATER RESISTANT.SURP4✓EE TO A HEIGHT OF 70" ABOVE DRAIN INLET. ` • 2. PROVIDE WATERPROOE I E3OARD-OR' GLASS 'MESH MORTAR UNITS BEHIND .'TILE AT SHOWER SURROUNDS. TILE SHOWERS WITH A.SITE -BUILT PAN SHALL BE FILLED AND LEAK TESTED FOR 12 HOURS:' rROVIDE MILDEN^L RESISTANT CAULK AT ALL TILE ACCESSORIES. M. BATH SAFETY 1. HINGED SHOVER DOORS SHALL OPEN OUTWARD AND ,I,ENCLOSIAM SHALL BE FULLY TEMPERED OR LAMINATED SAFETY GLA5 MINIMUM THfGKNESS = 1/5" TEMPERED, 1/4' LAMINATED AND MEET U.B.G. STANDARDS 2. FLOOR'EiLES AT SHOWERS AND WET AREAS SHALL BE SKID - RESISTANT. •,.t 3. PROVIDE SECURE BLOCK;NG FOR ALL GRAB BARS PER PLAN, CAPABLE OF SUF - RTING A 300$ IMPACT WAD. N. TRUSSES 1. FRE- FABRICATED TRU55 SHALL BE DESIGNED SY A WASHINGTON STATE LICENSE STRUCTURAL ENGINEER AND IN ACCORDANCE WITH The PL,E4 RED," JIRI iENTS. SUBMIT - GOMPLE'TE SHOP DRAWINGS i' TH ENGINEERS SEAL FOR APPROVAL PRIOR TO FABRICATION. TRUSSES MUST BE STAMPED BY AN APPROVED ;TIANUFACTJRER OR BY A QUALITY CONTROL AGENCY E: H AS WASHINGTON MOOD TRUSS FABRICATORS COUNCIL. 2. CONTRACTOR SHALL VERIFY EXACT SPANS PRIOR TO FABRICATION. S. APPROVED HANGERS ML T' Be USED AT ALL CONNECTIONS OF RAFTERS, 1 GKS, OR HIP TRUSSES TO A MAIN GIRDER TRUSS, NON- BEARING PARTITIONS BELOW TRUSSES °SHALL BE,SEPARATET' FROM TRUSS MET SiMPSON STG FASTENERS. ' 4. TRUS5E5 SHALL BE HAILED AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 0. SKYLIGHTS 1 ,t 1. GLAZING SHAD- BE'NSULA D, TEMPERED GLASS(TOP), LAMINATED GLASS(BOTTOM) AME T/3Z" THiGK MINIMUM. 2. PROVIDE Al MINIMUM 4" C' .B, FLASHED AND COUN7H2 FLASHED AT TOP AND BOTTOii AND STEP FLASH SIDES. THE UNIT SHALL HAVE A CONL NSA'11ON GUTTER AT TFIE LJ..DY'IER; END. INSTALL PER 1 E & L' FAC7UR E9R'S IIISTRUGTION5. FINISH AND FLARE WELL: T4CptING PEA PLANS) P. �. ENIERGENGY•i:Gr c''s•' ^ 1. EVERY SLEEPINGEAOOM 6 E.' BASEMENT SHALL HAVE AN EXIT DOOR TO THE 6R OR A MINIMUM; OF ONE NUNDON WHICH MEETS THE F LOWING REGlUIREMENTS: MAXIMUM SILL HEIGHT OF 44 r? NET CLEAR OPENING AREA OF 5,7 5Q. FT., MINIMUM CLEF HEIGHT OF 24 ", MINIMUM CLEAR WIDTH OF 20" AND BE OPERABLE FORM THE INSIDE,MITHOUT SPECIAL:TO4S OR KNOFILEDGE,. a. - SMOKE DETEC'i OFga 1. SMOKE DETECTORS SHAL 3E PROVIDED IN EACH SLEEPING ROOM' AND SHALL INSTALLED PER MANUFACTURER'S RECO1MEN"1A'T IONS, MOUNTED ON THE CEILING OR WALL CENTRALS LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. '- IN STRUCTURES NUTH -MORE THAN ONE STORY OR FUTH A BASEMENT, A SMOKE bE-TECTOR, SHALL. BE INSTALLED ON EACH 5TORY 8NL' IN THE BASEMENT_ IN SPLIT LEVEL STRUCTURES, pre-Noe SMOKE DETECTORS ON UPPER LEVEL, UNLESS SLEEPING; ROOMS ARE LOCATED ON LOWER LEVEL, THEN SMOKE-FD,ETECTORS ARE REQUIRED ON BOTH LEVELS. ALL SMOKE Y - T GTORS SHALL BE AUDIBLE IN SLEEPING ROOMS. 2. SMOKE DETECTOR IN NkYI CONSTRUCTION SHALL BE DIRECT FIRED TO BUILDING :7ETEE WITHOUT A DISCONNECT SNITCH OTHER THAN FOR O PROTECTION AND MUST HAVE BATTERY BACK-yr. ALL OTHERS MAY BE BATTERY OPERATED. R. SECURITY 1. PROVIDE SECURITY AT L NTRANCE AND GARAGE DOORS WITH A MINIMUM 1 /2"?,THROW DEAD BOLT NMI LOCKS. OPERABLE YVITHOUT• SPECIAL KNOWLEDGE OR 2. PROVIDE OBSERVATION PORT a 54 " -66' OFF FLOOR AT UNGLAZED ENTRY DOORS. 3. PROVIDE SECURITY FOR WINDOWS < 10• FROM FINISHED GRADE S. GARAGE SEPERATION 1. GARAGE/DYVELLING sc.-ERA-nom SHALL CONSIST OF FIRETAPED 5/5 ", GINS, TYPE "X" APPLIED TO ALL GARAGE SURFACES ADJOINING DWE4LING5 LIVING, ATTIC AND GRAILS SPACES U.N.O. 2. GARAGE CEILING WITH LIVING SPACE ABOVE USING BC! OR = SHALL USE 2 LAYERS 1/2" GEO TYPE "X'. 3. STRUCTURAL SUPPORTS FOR DWELLING SPACES, MIEN IN THE GARAGE SHALL ALSO BE F1RAPPED( INCLUDING WALLS, POSTS, BEAMS AND JOISTS IF SUPPORTING FLOOR ABOVE. 4. AIR DUCTS PENETRAsTINS THE SEPERAT1ON SHALL BE 26 GAUGE OR HAVE AN APPROVED DAMPER. 5. DOORS FROM GARAGE TO DWFI I ING SHALL BE 1 3/5" SOLID GORE, TIGHT FITTING AND SELF-CLOSING-1 T. STAIRS AND GUARDRAILS T. PROVIDE A STAIRWAY WIDTH' OF 36" MINIMUM, RISER HEIGHT OF 8" MAXIMUM, MINIMUM TREAD LENGTH OF 5" AND A 5/5" MAXIMUM VARIATION. 2. STAIRWAYS < 44" IN METH MAY HAVE ONE HANDRAIL UNLESS BOTH SIDES ARE OPEN. 5. HANDRAILS SHALL BE PLACED 54" TO 35" OFF NOSING AND SPACED 1 -1/2" MINIMUM OFF WALL 111TH A 1 -i /2" TO 2" DIAMETER, SMOOTH GRASP AND A NEWEL OR RETURN AT ENDS. 4. PROVIDE 6' -S" MINIMUM CLEAR HEADROOM ABOVE STAIR NOSING. 5. PROVIDE GUARDRAILS FOR AREAS 30" ABOVE GRADE INTERMEDIATE OR ADJACENT FLOORS, E6114 MINIMUM HEIGHT OF 55 . AND BALUSTERS OR RAILS SPACED 50 THAT A 4" SPHERE CANNOT PA55 THROUGH. b. ENCLOSED USABLE SPACE UNDER STAIRS SHALL HAVE 5 /B" GEMS, TYPE' "X" FIRETAPE7 ON WALLS AND SOFFITS. PROVIDE,;FIREBLOCKING IN CONCEALED SPACES BETW STAIR STRINGERS AT TOP AND BOTTOM OF RUN AND BETWEEN STUDS'ALONG AND IN LINE WITH RUN OF STAIRS, IF THE NALL ',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-FiTi1NG GLASS DOORS, READILY ACCESSIBLE DAMPER CONTROL, OUTSIDE COMBUSTION FOR AIR AT FRONT OF FIRE AND A 3/5" THICK (MIN) NON - COMBUSTIBLE HEARTH S TEN5ION MICH 15 READILY DISTIN GUISHABLE FROM SURROUNDING FLOOR. HEARTH EXTENSIONS PER. V. 6 i ELOW. 3. PROVIDE CHIMNEY CLEARANCES AND SIZE PER U.M.G. AND Y ABO. 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 1/2' X 1/5" METAL STRAPS LOOPED AROUND THE OUTSIDE OF THE CHIMNEY AND INSTALLED AND NAILED KITH (6) Sd NAILS PER STRAP TO ROOF OR CEILING FRAMING. V MASONRY FIREPLACES AND CHIMNEYS 1. • CHIMNEY SHALL NOT SUPPORT ANY STRUCTURAL WEGHT OTHER THAN ITS OWN UNLESS- 50 DESIGNED. AND 2. PROVIDE ACCESSiBLE DAMPER NE OUTSIDE COMBUSTION AIR. 5. MAXIMUM TEMPR A1URES FLUE LINING, FLUE SIZING TERMINATION HEIGHT AND CLEARANCES TCLGOMBUSTIBLES SHALL COMPLY WITH USC TABLE 31-B AND 3t =A_ • 4. SEISMIC ANCHORAGE SHALL BE FOR E PROVIDED FO MASONRY CHIMNEYS AT'EX7EJOR' FALJ_S PER USC 5. CLEARANCE TO COMBUSTIBLE MATERIAL: 2' FROM FIREPLACE SMOKE GEIAMEIER AND CHIMNEY MAiLS., S" FROM FIREPLACE OFENIN6 AND - COMBUSTIBLE. MATERIAL KITH 12' 4F OPENNRz: SEAL NOT :Met.MO1 .E.�7 AN U " PER INCH OF CLEARANCE - RGM OPE7:ING. • b.:' HEARTH EXTE SHALL BE 4" MINIMUM THICK NON - - COMBUSTIBLE MATERIAL HEARTH EXTENSIONS SHALL EXTEND 16" FORM THE FRONT OF AND 5" BEYOND THE SIDES OF THE FIREPLACE OPENING. IF THE OPENING IS GREATER THAN 65Q_ 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. 1 ENERGY NOTES PER 1967 YVSEC 1. EXTERIOR JOINTS AROUND TENDON AND DOOR FRAMES, OPENINGS BETYIEER WALE AND FOUNDATIONS, BETWEEN WAILS AND ROOF, AND BETWEEN NALJ ' PANELS; OPENINGS AT PENEIRflONS OF UTILITY SERVICES THROUGH FALLS. ROOF AND FLOORS; AND OTHER SUCH OPENINGS, IN THE BUILDING ENVELOPE, INCLUDING-ACCESS PANELS ; INTO UNHEATED SPACES, SHALL BE SEALEE, CAULKED, GASKEI OR UIEATHER- STRIPPED TO:UMIT AIR ' LEAKAGE. ' NPJITHERSTRIP EXTERIOR DOORS AND DOORS ADJOINING UNHEATED SPACES. EXTERIOR OPENINGS EXPOSED TO INEATHEiR SHALL BE FLASHED IN SUCH A MANNER AS TO MAKE THEM FIEATHERPROOF. ALL FLASHING, COUNTERFLASHING AND COPING, ETHER OF - METAL, MALL 5E NOT < 26 GA CORROSION RESISTANT METAL. 2. PROVIDE VAPOR BARRIERS AT HEATED SiDE OF INSULATED ASSEMBLIES EXCEPT AT INSULATED HALLS WITH W.P. WALL BOARD AND AT SHOWS . CEILINGS. 5. PROVIDE 6 MIL, BLACK, POLYETHYLENE GROUND COVER AT:CRAML 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. 5. INSULATE HOT WATER PIPES PER. TABLE 4-11. 9. PROVIDE 25 GP.M. FLOW RESTRICTORS AT SHOWERS. 10. WATERHEATERS SHALL MEET 1.151 NAEGA. 11. ELECTRIC HW TANKS IN NON- HEATED SPACES SHALL BE PLACED ON 'A NON- COMPRESSIBLE SURFACE AND THE FLOOR INSULATED TO R -10. 12. HVAG SHALL BE SIZED TO A MINIMUM OP 100% AND `� , 1•.D M„EMUM OF 150% OF THE DESIGN LOAD NUNS). INSTALLING CONTRACTOR SHALL PROVIDE SIZING AND HEAT L055 GALLS. 13. RECESSED LIGHTING SHALL BE TYPE 1C OR NON 10 , INSIDE AIR -TIGHT ASSEMBLY (1/2" GWB BOX). 14. EXTEND END BAFFLES TO A POINT 12" VERTICALLY ABOVE THE TOP OF INSULATION_ - X VENTILATION' AND INDOOR AIR QUALITY PER VIAQ 1:117. 1. INTEGRATED MHOLE HOUSE VENT SYSTEM FOR THE INTERMITTENTLY OPERATED INTEGRATED FORGED AIR HEATING SYSTEM. A. SOURCE SPECIFIC VEJTIL-ATiON REQUIREMENTS 1. EXHAUST FAN RECUUIREMENTS: BATHROOMS. LAUNDRIES AND PONDER ROOMS SHALL HAVE MINIMUM 50 CFM A .25 W.G- KITCHENS SHALL HAVE MINIMUM 100 CFM o _25 W-G. RANGE HOOD FANS. 2. EXHAUST DUCT REQUIREMENTS: NTS: DUCTS TO SE INSULATED TO R-4 IN UNCONDITIONED SPACES, BE EQUIPPED KITH A BACKDRAFT DAMPER, TERMINATE OUTSIDE THE BUILDING ENVELOPE AND COMPLY WITH' TABLE 3.3 MAC, CODE. NOTE IT IS RECOMMENDED BY KING COUNTY TO INSTALL A CENTRALLY LOCATED WHOLE HOUSE EXHAUST FAN M H A MAXIMUM BONE RATING OF 1.5 AND SIZED ACCORDING TO TABLE 5-2 VIAQ AND CONNECTED TO THE AUTOMATIC CONTROL TIMER. THIS WILL FACILITATE FRESH AIR DISTRIBUTION AND 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 WITH SEATTLE BUILDING CODE AMENDMENTS, IF APPLICABLE 1947 WASHINGTON' STATE ENERGY CODE MAC 51-11 LIVE LOADS FLOOR: 40 FSF, ROOF: 25 ESP, ATTIC: 15 PSF, STAIRS: - 100 P5F - - DECKS: 40 PSF, BALCONIES 60 PSF.GUARDRAILS: 20$ PLF AT TOP OF RAIL SEISMIC ZONE 3. BASIC MIND SPEED: 50 MPH, EXPOSURE B (UNO) BEARING CAPACITY ASSUMED AT 2000 PEE (UNO) IN- PLANS OR A SOILS REPORT BY A QUALIFIED SOILS ENGINEER. EARTH PRESSURE ASSUMED AI _ 60 PGF EQUIVALENT FLUID PRESSURE' FOR BASEMENT FLA LS AND 30 PCF FOR GANTIL weRR RETAINING WALLS. MINIMUM COMPRESSIVE STRENGTH: 2500 Psi AT 25 DAYS (LINO)_ 5 1/2 SACK CEMENT PER CU/YD, MAX. 6 GAL. WATER PER. SACK. MAXIMUM SLUMP 4", MAXIMUM SIZE 1-1/2" RETAINING WALL: 2500 PSI AT 25 DAYS, 5 1/2 SACK CEMENT PER CU/YD. � EXTERIOR WALKS AND SLABS TO BE A111iEW'lv)_ REINFORCING STEEL ASTM A-615 GRADE 40 FRAMING, LUMBER (UNLESS OTHERNUSE!NOTLD ON PLAN{) PLATES AND SILLS CONE) Snips JOISTS AND RAFTERS POSTS AND HEADERS BEAMS GUJ -LAM BEAMS (SIMPLE SPAN) GLD -LAM BEAMS(CANTILEVER) DECK JOISTS DECK BEAMS HF *2 OR STREET 9 HF "STUD GRADE' ' HF *2 DE *2 DF *1 24F-V3 24F -VS P.T. HE *2 P.T. HF #1 METAL CONNECTORS "SIMPSON" BRAND OR AN IGBO EQUIVALENT MASONRY MORTAR: TYPE 5, 1 PC, 1/2 LIME PUTTY, 4 SAND. STEEL: GR.- 40 DATE _14 f ie-agt...m.„4.99 e a 4-x l 1-k17. 1-19 fr664, f IJ Gor-1G GIB Li o P 1'0 v ll- '1,6 FLOOR TIES/ HOLDOWNS SIMPSON U.N.O. I ' DOt-I 16 cm o. TUhwaA APR 1 6 200 CAV Of BOO ARROW) OCT. As NOTED STRAP NAILING HOLDOINN 5TUD ANCHORAGE " HOLDOV'P{ ANCHOR BOLTS NOTES ..AL ZONTAL • kt ' e, *z-- lL --___ ._.l - 5 - v . y7 - 7/,4 4. Z4n F t i7 'I'a -Z-Z� 11 ( - ) -1 " � • ti x' 37' Zo -Iry 1 1 A) ----- &ri ?) - 1101 -r '6 1.4- 171.44) 3 -i&-1- (3o ' DAi�- s D OVVN AT EACH END OF i^R�t A5 REQ`D SHEARWALL 3- EXTEND FDN DO 1- LOCATE HOL. TO 2- CRIPPLE YlALL CONSTRUCTION' SAME AS ABOVE RECEIVE HOL.DONIN A.B. (EMBEDMENT 4- THREADED' ROD AND COUPLER AS REG'D SH1. ARYMALL SCHEDULE STUD FRAMING MARK SHEATHING ON 2X HF U.N.O. NAILING EDGES • SLK'Di U.N.O. NAILING FIELD 5HEAR FL.ON1 NAILING SASEANCHOP5' PLAT RIM .IOI5T SILL PLATE -'z 7 /( / [6/MY Fw ' ii?4 GZI'°C.' - e. t-T I J - v'M 11 +jel e 12. Y 1 &mil e. •�c r I Jo'" ' II I 1 1 l z x t b c -o" 6Y�/ -I KA70.PW e4e 4 ' €1 Iz 1 6,1 ,-6" 440! d 7 - !z ", `Iw & , l 1..� c ''' ' e 4,° I 1 ,,_,f to 1 1 2 r L a Ir. 51 t� 1-- �� ' t Z �N Ps e I Z 11' 4-° � F . , I _ p� -77' 11,,, o e %•( -_ &‘ 9/j&" 'PJ i73L' P ��' .6," $4 - Imo•-- 11 -.1- . - ,t�ss�e ' - 1F / -CP 7/tf o 15 I G 4 j1 e It - I,.ILIXCaIi,' 1 0 c. c. c.. Hive Fie 4 40.4-f-4--: /' - U ' 1 OM ►t) _14 f ie-agt...m.„4.99 e a 4-x l 1-k17. 1-19 fr664, f IJ Gor-1G GIB Li o P 1'0 v ll- '1,6 FLOOR TIES/ HOLDOWNS SIMPSON U.N.O. I ' DOt-I 16 cm o. TUhwaA APR 1 6 200 CAV Of BOO ARROW) OCT. As NOTED 2 U \/l :5 w GU04911 !v 46 .4.4g 4i9f _f A 4 ' mo w - o 9 K - 6 - Ir 1 Lam. �s� 6/..o r - - x,04* /vh1, I pan it ,d • 4 4-ite PERMIT CENTER 1(� - v6 zecf c of ritil -1 1 6 tPR�� ()CI 0 2.001 RECEIVED °1Tv OP .rte s A APR 1 6 200.1 Cot461 _ Bar GHC1eD 'r 1'�d Tn f %t9- Tyr w4 LL w/ 6,14P 7f .rrre 4V le C'.L... • cc t LJ/ (X4 HP" Z Cc I 4 EA F ite. 1"1 Orr I t T 10 112-1yOt5 Flat 11471 T;4' N rvr t - e}45EZ- 5 H1 – .4 FwALL { t ..44 vv M. 61 VU/ 54 GataGE £It wAL�k�d'L+�1cp WAR .-, e o_t, - 114 -r laz FAQVI - L L. TR !ASS C + T 1 1) A L TQvsst - tea e ,z1- ta.. 5IM tp�' F A 13 1.10'1`.• j_C VE 1 4" 4AP 131w-1 • 13L L 1:7C1 Tc' r t'L' SH .aR im L rE F' rL1; W/ 5d Cre. tf_ '1- vvA 13c..P ) 1dAll5, e 0 • ' 4. i ral oR .S14 1 RVA LL 1A63 c?F F P. 2r A �. L 11111114111111101 I 0 / 4 X 1 I /A v, I-4s-r" t 64 Imi ; ; 1 1 . Irexe • . I . il I 1 . (4) 'Oit MINV -- . I ,, i�d 0 . I I1 l t _. -. a ' main I IL I � II ��� I . _ Q � %i . - #5 r II ,ic II a 1111111111111 I � ''. -.. I 11 II I I I Wxie , i i 4 4x4. vier-.. CONTlNIMI 5 11 1 1' /S u zeir too -an z �Z 1 NAL oa*a DH 44 W I - r 11 -rncv t.ofrikh, tod Hat . o pH z1- Z t* +-tx - V / ++co -- 2XG H - h 51 6 Z001 D01-116 Pl I 0 / 4 X 1 I /A v, I-4s-r" t 64 Imi ; ; 1 1 u zeir too -an z �Z 1 NAL oa*a DH 44 W I - r 11 -rncv t.ofrikh, tod Hat . o pH z1- Z t* +-tx - V / ++co -- 2XG H - h 51 6 Z001 D01-116 Pl Building Component Description U or F Value Heat Loss Factor Component Footage Heat loss in 5711H A. Window5ky} to Double AAMA tested 516 2314. 230.0 5454.25 Sliding 4 Sw nging Double AAMA tested .315 11.25 GLAZING 15 % OF FLOOR AREA (U = . v) 240.8 61a55 Door WALLS (R -119 ; U:9- LIAL.LS STP 1811 112.3 DOORS ( R -2.5) .400 B. Oppque Door Mood 1 3/4 w /panels .570 2622 2.0 ft. BELOW GRADE INTERIOR WALL (R -11) Wood 1 3/4 SG .330 15.16 SLAB (R -10) F= .6`10 230 Wood 13/8 5G .340 17.44 17.8 318.44 SLAB (R -10) F= Insul. metal w/TB .140 614 20.0 114.60 31.15 Insul. metal w/TB .142 6.53 G. Roof /Gelling R-30 .036 1.66 Imo I - Insulation R-38 .031 1.43 D. Wall Insulation R -11. wood studs .062 3.77 118.0 671.42 above i below grade R --a, wood studs .066 4.05 1643.0 6650.66 PROP05ED TOTAL • TOTAL. TARGET UA TnTAI PROPOSED UA R- 21,wood studs .057 2.62 I 363 i E. Floor Over Unheated R -11 .041 1.84 450.0 1741.10 Space Insulation R -30 .029 1.33 F. Slab On Grade Floor R -10 .540 24.84 Perimeter Insulation 6. Basement Floor None .032 1.41 H. Infiltration Post 1980 .016x.6 f.GH 0.50 12104.0 1 6352.00 GROUP R OCCUPANCY TARGET UA TARGET ASSEMBLIES • "U" ARE U X A FLOORS ( R -11) .04 ip4.0 4 CEILINGS W /ATTIC ( R - as') .0 IO(1 mmu) Als oo `4 o R04b 3144. CEILINGS VAULTED (R -30) SCISSOR TRUSS 4/12 PITCH (R-30) .043 GLAZING 15 % OF FLOOR AREA (U = . v) 240.8 156.5 WALLS (R -119 ; U:9- LIAL.LS STP 1811 112.3 DOORS ( R -2.5) .400 37.75 15.1 SLAB ON GRADE (R -10) RIGID .540 2.0 ft. BELOW GRADE INTERIOR WALL (R -11) .043 SLAB (R -10) F= .6`10 230 118.1 3.5 ft. BELOW GRADE INTERIOR WALL (R -11) .041 . 118 14.6 SLAB (R -10) F= .640 1643 144.6 1.0 ft. BELOW GRADE INTERIOR WALL (R -11.) .067 31.15 10.72 SLAB (R -10) F= .510 r1 # mr •r - r I .064 'GROUP R OCCUPANY PROPOSED UA PROPOSED ASSEMBLIES "U" AREA U X A - FLOORS (R -19) .041 .036 j +IMF- FLAT CEILINGS VV ATTIC (R -30) FLAT CEILINGS W/ ATTIC (R -38) . .031 tp44 3Z.4 - SCISSOR TRUSS 4/12 PITCH (R-30) .043 5/12 PITCH (R -30) .039 4/12 PITCH (R -38) .040 5/12 PITCH (R -38) .035 CEILINGS VAULTED (24" 00) 2 X 12 VENTED (R -30) .033 GLAZING .51b 230 118.1 2 X4 WALLS STANDARD (R -11) LAPPf=D WOOD .082 . 118 14.6 2 X 4 NALLS STANDARD (R -11) T1 -11 ..088 1643 144.6 DOORS .284 31.15 10.72 SLAB ON GRADE (R-10) RIGID W TB .540 2.0 ft. BELOW GRADE INTERIOR WALL (R -111) .064 SLAB (R -10) W/ TB F= .600 3.5 ft. BELOW GRADE INTERIOR WALL (R -11) .058 SLAB (R -10) W/ TB F= .510 1.0 ft..BELOW GRADE INTERIOR WALL (R -11) .050 SLAB (R -10) W TB F= .420 - PROP05ED TOTAL • TOTAL. TARGET UA TnTAI PROPOSED UA 363 3b3 I 363 i - I I '- 11 -} I loi vir1G zX,b^1, 1 ( Qi 2 I I Gtr ._,._✓ 4 Z to . • WGI 17:1-4 CI 4 LI1'1' - ""). • III , *4INOQIN SGHEPULE SIZE 6/0X4 6 /0X6 2/8X6 4/0X4/0 2/0X2./0 4/0 x 3/6 1/6X4/0 /0 !10 5/0X4/0 3/0X3(/0 2/0X/6 514 WEIGHTED "U" GA5 TYPE SIdg Fixed Sldg Fixed Sid Patio WINDOW MANUFACTURER DOOR MANUFACTURER AREA 32.00 4.00 14.00 36.00 24.00 41.00 Sid 60.00 Fixed 9.00 WEIGHTED i<IJ" GA5 DOORS 1 3/0X6✓8 In. stl. 20.000 37.150 "U" 0.55 0.50 0.53 0.50 0.53 0.49 0.53 0.50 0.53 "UA" NOTES 16.96 Egress/ grid 2.00 Grid /obscure/.,,, 7.42 18.00 12.72 20.09 31.80 4.50 SC wd 17.150 0.39 6.92 1 3/8" 0.284 B�1ti ,114;1 it (2) grid(ti064c-Fl } Egress Safety gl. (1) Egress 5.30 (2) obscure 0.19 320 Solid urethane 10.72 OWNER: /oak d/O4iES It'C PLAN #: 169q HEATED FLOOR AREA: 16 rot( p01-116 GHAPTER 5 COMPONENT PERFORMANCE APPROACH RESIDENTIAL OCCUPANCY/ OTHER FUELS JOB #: GROSS WALL AREA: 208 EQUIPMENT SIZING FORM Design Heating Loa4 DHL= (heated floor area) 1605 Minimum Required Equipment size = DHL x 1.0 Maximum Required Equipment Size = DHL x 2 j. Proposed Equipment size (Output) cATY OR � ° OM 213" 1-D G orrr t K Na N - i � s I L G Al po' 14.33 45485.31 25000.00 3.3144 - 1 DATE SHE Atillerit'i** • gliftlagapildINNIN mtk obit 40. POW d ;LepyyLitl2 411 y .toomindwyfb . .pi mom to I PIP". =At 11===""' vS C, ■ KAUai.�t.�+>Sr WHa z Houss 6 acztz` FAN INTAKE / zrN Wit¢ Izo G5✓I @ . Z5 vs (1vr9 +c S ImauE 4E o I,I7'* I - 0 zy tit DME WITH �VOFF � /OFF SWITCH CD :SUPPLY AIR t Y ZII'' I I -t £ECTRaNrrc DAt iPaz MANUAL AIRFLOW ALwsTMFlur DAM PR INSULATE Ducr R -8 i✓ - - t-- -? - '�" SUPPLY AIR 111 �j _46'' ;� �p /� l H .x D 4. I'• () EXHAUST FAN-- TERMINATION VENT ct SrAt i, MoisT EXHAUST AIR . n fl NTE GRATE D V TILA n .a. i — 1 D.L 54 A3 010 Crrdge ._l MI 4— 4$ zs. 1 4 CG1IG .�l' _I:n rJt 1w j .4, 66146 6 lfcbAi poly 10" r 16147 "r"(1 V !G r • /12 _ 1- 1AtG7 PJt?Jl - �f o� V it _ .4 11�sc l�l'n.�.tJfto �lof r- 3 i �I'�I ► v I or-I / I� G 0,1 . I • 6' H4,11- Ht1-� wi- ri.Ku1.JP) � >` best IL.li h ? I1-1011 G I - r? II.SSuI� Cx`t Pr y l 7 4 r 7. =r s-t ��D GP�IPPt w6 -i,t div4P 2x(,oG Ii aG rcI✓ fl : /././.;t1„ 2011/ 60 1,000 •I i �� �f4 j � vrAIki-rAI rJ ua. 61-4.01 { e, p oratilllegateurds I 2X4 t'` kAr 'we.go I12 II � Lai DO1-116 rs ikoso ovi Imo... ° NS tail .C) A ;c.! 71 I r Z2, �-I t7 I APR 1 B 00 G1✓ O'I Fj t:t.i7 Iaa/v, t M -- f1567,ter DATE REINFORCEMENT SCHEDULE VERTICAL REINFORCEMENT HORIZONTAL REINFORCEMENT HEIGHT IN FEET 2' . NONE REQ'D (1) #4 TOP BAR 2'TO < 4' #4 e 24' O.C. #4 e 24' O,C, 4' TO < 6' #4 e 18' OIC. #4 e 18' O.C. 6' TO < 8' #4 e 16' O.C, #4 e 10' O.C. > 8' ENGINEER'S DESIGN REQ'D KAUai.�t.�+>Sr WHa z Houss 6 acztz` FAN INTAKE / zrN Wit¢ Izo G5✓I @ . Z5 vs (1vr9 +c S ImauE 4E o I,I7'* I - 0 zy tit DME WITH �VOFF � /OFF SWITCH CD :SUPPLY AIR t Y ZII'' I I -t £ECTRaNrrc DAt iPaz MANUAL AIRFLOW ALwsTMFlur DAM PR INSULATE Ducr R -8 i✓ - - t-- -? - '�" SUPPLY AIR 111 �j _46'' ;� �p /� l H .x D 4. I'• () EXHAUST FAN-- TERMINATION VENT ct SrAt i, MoisT EXHAUST AIR . n fl NTE GRATE D V TILA n .a. i — 1 D.L 54 A3 010 Crrdge ._l MI 4— 4$ zs. 1 4 CG1IG .�l' _I:n rJt 1w j .4, 66146 6 lfcbAi poly 10" r 16147 "r"(1 V !G r • /12 _ 1- 1AtG7 PJt?Jl - �f o� V it _ .4 11�sc l�l'n.�.tJfto �lof r- 3 i �I'�I ► v I or-I / I� G 0,1 . I • 6' H4,11- Ht1-� wi- ri.Ku1.JP) � >` best IL.li h ? I1-1011 G I - r? II.SSuI� Cx`t Pr y l 7 4 r 7. =r s-t ��D GP�IPPt w6 -i,t div4P 2x(,oG Ii aG rcI✓ fl : /././.;t1„ 2011/ 60 1,000 •I i �� �f4 j � vrAIki-rAI rJ ua. 61-4.01 { e, p oratilllegateurds I 2X4 t'` kAr 'we.go I12 II � Lai DO1-116 rs ikoso ovi Imo... ° NS tail .C) A ;c.! 71 I r Z2, �-I t7 I APR 1 B 00 G1✓ O'I Fj t:t.i7 Iaa/v, t M -- f1567,ter DATE I Manager rm • 0 M 0 N 89' 17'24 "W 1 00.00' I N 89'17'24 "W I 100.00' 30 23 42 4/ c3 24 25' RECORDING CERTIFICATE _ Filed for record this fie, of 20C at M. in nook__ of S.irveys, page ___, at the request of Eugene Aaroe. DIVISION OF RECORDS AND ELEJ IONS Supt. of Records W l > PLAT MERIDIAN e 02 r ND. ALUM. DISC 8/94 • 0 • 0 ,M 500.00' • N 59'17'24'W 100.00' 0 28 0 0 c N 89'17'24'W 1°C.00' 1 Eugene Aarce, PLS, Certificate No. 6012. 36 0 35 M /7 0 0 0 0 0 • 25' 25' N 89'17'24'W 956.15' BASIS FOR BEARINGS SURVEYOR'S CERTIFICATE This map correctly represents a survey made by me or under my direction in conformanc,, with the requirements of the Survey Recording Act at the request of Doak Homes, Inc., in July, 2001. CAROL L . :,rICI:.1LL; 9911 f_81H Si. GIG HARBOR, WASHING1ON x6335 Phone: 253 -2C5 -1205 °URVEY MADE BY IILID TRAVERSE ME1HOD USING A THREE SECOND GEODIMEIER 600 TOTAL CTATIn. CHC,CV .Arr,c,ArV KArrTC no cvrrcnc T,.lr L+ rr• . .., ,.. ��., �,. ...... LEGAL DESCRIIPTIOIN! LOTS 23, 24, 25, 26, 27, 28. 29 and 3C, 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. 0 Denotes 1 /2" rebc: w/6012 I.D. cap - sei D EFERENCE: SURVEY RECORDED IN BOOK 102 OF SURVEYS, PAGE 238, IN KING COUNTY, WASHINGTON. COME - - � RECORD OF SURVEY RECEIVED CITY CF TIJKWI�q Nov o 8 2001 PERMIT CENTER IN THE NE 1/4 OF SE 1/4 OF SEC. 10-2,3-4 - DOA K HOMES, II NC. GENERAL 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 (WSDOTfAPWA) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE; AND MUNICIPAL CONSTRUCTION" LATEST EDITION EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS. 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 CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL ' POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED. BY AND REGULATION. 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE CITY OF TUKWILA. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE, CONNECTED WITH THEM. 8. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL ON -SITE STORM WATER RUNOFF BY USING TEMPORARY OR PERMANENT DRAINAGE EROSION /SILTATION CONTROL PROCEDURES. 9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES. 10. EXISTING PAVEMENT SURFACES SHALL BE SAW CUT FULL DEPTH WITH STRAIGHT, UNIFORM EDGES 12 INCHES (12 ") OUT FROM THE EDGE OF EXCAVATION. ALL JOINTS BETWEEN THE NEW AND ORIGINAL PAVEMENT SHALL BE PAINTED WITH ASPHALT EMULSION (CSS -1). 11. TIME LIMIT RESTRICTIONS WITHIN EXISTING RIGHTS -OF- WAY WILL BE APPLICABLE AND DETERMINED AT THE PRE - CONSTRUCTION MEETING. 12. THE CONTRACTOR SHALL INSTALL, REPLACE, OR RELOCATE ALL SIGNS, AS SHOWN ON THE PLANS OR AS AFFECTED BY CONSTRUCTION, PER THE CITY'S STANDARD DETAIL NO. RS -14. 13. POWER, CABLE AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MINIMUM HORIZONTAL SEPARATION FROM OTHER UTILITIES (SEWER, WATER, STORM) OF FIVE FEET (5'), UNLESS OTHERWISE APPROVED BY THE CITY OF TUKWILA. 14. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 15. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY; TO REMOVE MUD DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY. 16. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD CONSTRUCTION DRAWINGS" REQUIREMENT. 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 ED , rT CONCRETE COLLAR AROUND THEM. 19. PVC MANHOLE ADAPTERS OR APPROVED EQUAL EH BE USED TO MAKE ALL CONNECTIONS OF SDR 21 OR 35 PVC PIPE TO MANHOLES OR CATCH BASINS. 20. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED - 6" FOR SDR 21 OR 35 PIPE. 21. BEDDING, BACK FILL AND CONSTRUCTION .PRO E IF<ES FOR ALL STORM DRAIN PIPES SHALL BE IN ACCORDANCE WITH THE CITY OF TUKWILA STANDARD DETAIL NC. SL AND; 05 -12. 22. BEDDING, BACKFILL AND CONSTRUCTION PROC U ;-ES FOR ALL SANITARY SEWER PIPES SHALL BE IN ACCORDANCE WITH THE CITY OF TUKWILA S! , _-AIL NO SS -11. 23. ALL IMPORTED PIPE TRENCH BACKFILL WSDOT STANDARD SPECIFICATIONS SECTKM 24. PIPE TRENCH BACKOLL MATE.R.i A'L W TH' •j ROCK WHEN CONNECTION IS PERPEND:CULAR RS -3. T L! BE BANK RUN GRAVEL, FOR TRENCH BACKFILL PER dED RIGHT -OF -WAY SHALL BE 5/8 INCH MINUS CRUSHED Y STREET, AS PER CITY OF TUKWILA STANDARD DETAIL MENT S SHA_._ BE IN ACCORDANCE WITH APPROVED PLANS. ANY 25. CONSTRUCTION OF PROP OS': CHANGES FROM THE APPROVE-L WILL REQj■'E AP'-ROVAL FROM THE OWNER, ENGINEER AND THE CITY OF TUKWILA. COOT G. vEmpfluE VICINITY MAP SCALE: 1 " =4 MILES CONTRUCTION SEQUENCE 1) ATTEND PRE- CONSTRUCTION MEETING. 2) FLAG OR FENCE CLEARING LIMITS AND INSTALL FILTER FABRIC OVER EXISTING CATCH BASINS. 3) GRADE AND INSTALL CONSTRUCTION ENTRANCE. 4) INSTALL PERIMETER PROTECTION (SILT FENCES, ETC.) 5) CLEAR FOR AND INSTALL SEDIMENT TRAPS IF NECESSARY. 6) CLEAR, ROUGH GRADE, STABILIZE StTE AND CONSTRUCT BUILDING. 7) INSTALL SANITARY SIDE SEWER. 8) INSTALL STORM DRAINS AND INFILTRATION SYSTEM. 9) INSTALL FILTER FABRIC OVER ALL CATCH BASIN GRATES. 10) MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH TUKWILA CITY STANDARDS. 11) COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH,. PLASTIC SHEETING, OR EQUIVALENT. 12) INSTALL WATER` MAINS' UNDERGROUND UTILITIES. 13 COMPLETE FINAL GRADING AND PAVING OF ROADWAYS. 14 STABILIZE ALL AREAS WITHIN SEVEN DAYS OF REACHING FINAL GRADE. 15 HYDROSEED (OR- EQUAL) ALL DISTURBED OR CLEARED SOILS TO REMAIN UN WORKED FOR 'MORE THAN 30 DAYS. 16) CLEAN' OUT STORM DRAINAGE SYSTEM. 17) UPON COMPLETION. OF THE PROJECT, STABILIZE ALL DISTURBED AREAS AND REMOVE ALL ESC FACILITIES (BMP's) ONLY WHEN ENTIRE SITE IS STABILIZED. GRADING AND EROSION CONTROL NOTES 1 WITHIN THE CITY OF TUKWILA, ALL REQUIRED RETENTION OR DETENTION, SEDIMENTATION AND EROSION CONSTRUCTED AND IN OPERATION, PRIOR TO LAND CLEARING AND /OR OTHER CONSTRUCTION ACTT .TIES, WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES OR THE NLTURAL 2. THE DETENTION, SEDIMENTATION (RETENTION' IF INFILTRATION SYSTEM IS USED) AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND 'EROSION CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMIT T EE. 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS, SHALL ^ '. 't PLACE _ FINAL SITE CONSTRUCTION IS COMPLETED AND APPROVAL HAS BEEN RECEIVED FROM THE CITY. EROSION c D; E - THE POTENTIAL FOR i i a L , , r 1' A •, r; 5. ALL AREAS OF ACTIVE EARTHWORK, WHICH HAVE ." E OTENTIAL Fc.R tROSG\ AND �E� _, J . . - _ _ _ . _ � = R 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 T' t 30 DAYS, SHALL BE STABILIZED WITHIN 10 DAYS. FROM OCTOBER 1 TO'MARCH 31, EARTHWORK ACTIVITIES SHALL BE CONDUCTED 'N' STAGES IN OF IL- O ` IZ , SCAL EXPOSURE. EXPOSED SOILS WITH AN AREA GREATER THAN 5,000' SQUARE FEET THAT ARE SCHEDULED TO REIOAIN _i" ' FOR MORE T H A `,' 24 HOURS AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MOPE DAYS SHALL BE ST'BIL ;ZED IMMEDIATELY. SANITARY SIDE SEWER CONSTRUCTION NOTES 1 THE LOCATION OF THE SIDE SEWERS SHALL BE MARKED AT THE END OF THE LINE INSIDE PRO=' FEET (4') LONG BURIED IN THE GROUND A DISTANCE OF THREE FEET (3'). THE LOWER END SH> PREVENT WITHDRAWAL OF THE STAKE. THE EXPOSED ONE FOOT (1') SHALL BE PAINTED TRAFEN SEWER OR TEE SHALL BE INDICATED IN BLACK PAINT ON THE 2 X 4. 2. CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER CONNECTION PERMITS FROM THE C 3. THE SANITARY` SIDE SEWER SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY OF TUKWILA STANDARDS DRAWING NO 55 -1 THE CITY OF TUKWILA SHALL DO ALL CONNECTIONS TO EXIST N; CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCH AND PAVEMENT EXCAVATION, PIPE INSTALLA.T WATER SERVICE CONSTRUCTION NOTES 1. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY WATER SERVICE CONNECTION PERMITS EP CONSTRUCTION. 2. INSTALLATION OF CORPORATE STOPS, WATER SERVICE, LINES AND METERS SHALL BE PER 00 CONSTRUCTION STANDARDS DRAWING NO. WS -18 AND SERVICES SHALL BE A MINIMUM 3/4 :NCH METERS. 3. ALL VALVE BOXES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL BE ADJUSTED TO FINAL ACCORDANCE WITH THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STAND AI EARTHWORK ESTIMATE SHEET EN DE' CUT 30 CU. YDS PER LOT FILL 30 CU YDS PER LOT SHEET 1 SHEET 2 SHEET 3 SPECIF!CATiC EROSION & GRADING & " BY A PRESSURE TREATED 2 X 4, FOUR 'A`_,'E A 2 X 4 CLEAT NAILED TO IT TO --!OW AND THE DEPTH TO THE SIDE OF TUKWILA PRIOR TO CONSTRUCTION. ,FRASTRUCTURE DESIGN AND CONSTRUCTION EK MA.N WITH NEW TEES. THE 3ACYFILL_ AND PAVEMENT RESTORATION. These plans have been reviewed by the Public Work. Department for conformance with current City siarilards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility ;or the adequacy of the design rests total!} with the designer. Additions, deletions or revisions to these dra frogs after this date will void this acceptance and will require a tesubntittal of revised drawings for subsequent approvaL Pinl acceptance is subject to field inspection by the Public Works utilities inspector. Date: B S7il' I CITY OF 'UK ILA PRIOR TO c�r�rv� CONTROL FACILITIES MUST BE TO INSURE THAT SEDIMENT -LADEN DRAINAGE WAYS. TUKWILA NFRASTRUCTURE DESIGN AND CITY OF jK '3IL A WILL INSTALL THE AFTER NAL PAVING :.S COMPLETE IN O. WS- _ OR 'AS -14. D01 -116 =P 7 T TROL PLAN Doi - (lb z 0 a z x a a PROJECT NUMBER CO -007 SHEET OF 3 1 1 EROSION AND SEDIMENT CONTROL NOTES 1, The implementation of these ESC plans and the construction, maintenance, replacement, and upgrading of these ESC facilities is the responsibility of the applicant until all construction is approved and the site stabilized. 2. The boundaries of the clearing limits shown on this plan shall be clearly flagged by a continuous length of survey tape (or fencing, if required) prior to construction. During the construction period, no disturbance beyond the clearing limits shall be permitted. The clearing limits shall be maintained by the applicant for the duration of construction. 3. The ESC facilities shown on this plan must be constructed prior to or in conjunction with all clearing and grading so as ensure that the transport of sediment to surface waters, draircge systems, and adjacent properties is minimized. 4. The ESC facilities shown on this plan are the minimum requirements for anticipated site conditions. During the construction period, these ESC facilities shall be upgraded as needed for unexpected storm events and modified to account for changing site conditions (e.g., additional sump pumps, relocate of ditches and silt fences, etc.). 5. Any areas of exposed soils, including driveway embankments, that will not be disturbed for two days during the wet season or seven days during the dry season shall be immediately stabilized with the approved ESC methods (e.g., seeding, mulching, plast'c covering, etc.). 6. Any area needing ESC measures not requiring immediate attention shall be addressed within fifteen (15) days. 7. The ESC facilities on inactive sites shall be inspected cod maintained a minimum of once a month or within forty —eight i4-8) hours following a storm event. 8. At no time shall more than one (1) foot of sediment be allowed to accumulate within a catch basin. All catch basins cod conveyance lines shall be cleaned prior to paving. The cteor,irc operation shall not flush sediment —laden water into the dowrs:feam system. 9. Stabilized construction entrances and driveways shall be installed at the beginning of construction and maintained for - ,ne duration of the project. Additional measures, such as wcsr owes, may be required to ensure that all paved areas are kept cie, 'cr the duration of the project. 10. Where straw mulch for temporary erosion cursei is reaulfe ::, it shall be applied at a minimum thickness of 2 to 3 inches, or 2 -3 bales per 1000 sq.ft. 10 GRAPHIC SCALE to ( IN FEET ) 1 inch = 10 ft. fl' tS Cf O - — O �y 1 To L4o " 600 • 0 " 0�0 l 5' 0000000 00< i 0 0 C x v o 0 0 o a'- 1 0 0 0 0 0< „ 0 0 00000 u 000000000pC %� i . " 0 0gogo04 j .00 00o00OQ0 < O i -- � ' , ' 0�0o00C _} Lot 35 20 RES,DENOE I , r- LIMITS OF CLE'AR_I yC _ 100.5 • 4 0t3 0 ' ,0 0 0 0 0 0 0 0 0 0 � dt o� o � qno rs 0 o � STN r.; l T. AR ELEVATION DATUM: ASSUMED BENCH MARK: SANITARY SEWER MANHOLE RIM, ELEV.= 100.00 NOTE: EXISTING CONDITION OF LOT 35 AND 36 IS VACANT LAND /LAWN. Lot 36 PROr„SEL RESIG'E. E F.F. 101.1 FF 0 H -- - OH INSTALL TEMPORARY SILT FENCE (PER DETAIL) AS NECESSARY 48TH AVENUE S. INSTALL STABOLIZED CONSTRUCTION ENTRANCE PER DETAIL B. C. D. E. G. J. FILTER FABRIC MATERIAL 36" MIN VICE ROILS. USE STAPLES OR WIRE RINGS TO ATTACH FABIC TO WIRE. JOINTS IN FILTER FABRIC SHALL RE SPLICED AT POSTS. 1 NOTES: ` 2"x2' BY 14 GA. WIRE FABRIC OR EQUIVALENT 1 I n 36"M!N '.2 "MIN L `\ " 'WOOD POSTS, STANDARD OR WETTER OR EQUAL ALTERNATE: STEEL FENCE POSTS BURY BOTTOM OF FILTER MATERIAL IN 4"x4' TRENCH MAINTENANCE: ANY DAMAGED OR CLC000: REMOVED WHEN THE SEDIMENT DEPT IS nE FENCE, THEY MUST RE INTERCEPTED INSTALL FILTER FABRIC OVER CATCH BASIN OPENINGS SILT FEN 4'x4' MI, TRENCH. BACKFILL TRENCH NATIVE SOIL OR 3/ WASHED POCK STABILIZED CONS :T1ON ENTRANCE NOTES: FILTER FABRIC MATERIAL - �� 2 "x2 BY 14 GA. WIRE I 1 FABRIC OR EQUIV. IN STANDARD STRENG, `� I I FABRIC 5 USED Mir, �J 2 "x4' WOOD POST -� ALT: STEEL FENCE POSTS FILTER FABRIC FENCES SHALL BE MSPECTEC HMEDIATELY AFTER EACH RAINFAL_ AND AT LEAST DAILY DLR PROLONGED RAINFALL ANY REQUIRED RE? -HALL BE MADE M!e A:EL EDI A. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTNUCU5 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 0 MINIMUM 6 INCH OVERLAP, AND ROTH ENDS SECURELY FASTENED To THE POST. THE FILTER FABRIC FENCE SHALL BE IL D ;CAN OLLOW THE U RS (WHE FEASIBLE''. TO E FENPOSTS SHALL BE SPACED A MAXIMUM OF 6 FEET NSTAL PAR D DR'VES SECUREL INTO THE RE GROUND (MINIM JM OF C 100705). A TRENCH SHALL BE EXCAVATED, ROUGHLY a '^,ONES 010E AND 4 INCHES DEEP. UPSLOPE AND ADJACENT TO THE WOOD POSTS TO ALLOW ROE FILTER FABRIC -O BE BURIED. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A 'WRE MESH SUPPORT PENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE AIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND S, A.E. THE STANDARD STRENGTH FILTER FABRIC SHU, 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 S .._L NOT BE STAPLED TO EXISTING TREES. WHEN •XTRA- STRENGTH FILTER FABRIC AND C-OSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE. THE FILTER TaBPIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS ',0TH ALL OTHER PROVISIONS OF STANDARD NOTE E APPLYING. THE TRENCH SHALL BE evenn LED WITH 5 :[. H-CAL OR 3/4" -1.5" SASHED ROCK FILTER FABRIC FENCES SHALL BE REMOVED WIEN 'HE" HAVE SERVED THEIR USEFC,. PURPOSE, NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY SILO ZED. 1. INSTALLATION, THL DF THE ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION, ROOTS AND OTHER OB NABLE MATERIAL RE QUARRY SPALLS SHALL BE PLACED TO THE SPECIFIED DNEN SONS. DRAINAGE FACILITES REQUIRED BECAUSE OF WASHING SHOULD BE CONSTRUCT. ACC , SPECIFICATIONS IN THE PLAN. IF WASH RACKS ARE USED, THEY SHOUISI 00 ACCDRDING TO MANUFACTURER'S SPECIFICATIONS. 2. AGGREGATE: 3" Tx S QUARRY SPALLS PER WSDOT STD. SPECS. SEC. 9 -13.6. 3. ENTRANCE D :MENSI,• 'c AGGREGATE LAYER MUST BE AT LEAST 12' TH100. IT MUST EXTEND THE FULL WIDTH- " THE VEH:OULAR INGRESS AND EGRESS AREA. THE LENGTH OF THE ENTRANCE MOST BE LEAST 100 FEET. 4. WASHING: IF CONDI 05 THE SITE ARE SUCH THAT MOST OF THE MUD IS NOT REMOVED FROM VEHICLE TIRES B' :ONTAC 0TH THE ROCK ENTRANCE, THEN THE TR.ES MUST BE WASHED BEFORE VEHICLES ENTER. i 'TRL':C ROAD. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO A SETTL :' AREA TO REMOVE SEDIMENT. A WASH RACK MAY ALSO BE USED TO MAKE WASHING MORE C��.v JENlENT AND EFFECTIVE. ^ 5. MAINTAINENCE: TH', . ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH W'.L. PREVENT TRACKING CR FLAW OF , A.;O ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIOD'. TOP DRESSING WITH 2" STOW::. AS CONDITIONS DEMAND, AND REPAIR AND /OR CLEAN OUT OF ANY STRUCTURES USED TO ' SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM 'VEHICLE. ONTO ROADWAY OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY BY SWEEP..'.::. THE PAVEMENT SHALL NCT BE CLEANED BY WASHING DOWN THE SIREEI, EXCEPT WHEN .; AEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. STABILIZED CONSTRUCTION EN FRANCE D01-116 li 4 rh xz W � 4 � • w W (� C'I • Q �I • a a PROJECT NUMBER 00 -007 SHEET 1 0 ELEVATION DATUM: ASSUMED BENCH MARK: SANITARY SEWER' MANHOLE RIM ELEV.= GRAPHIC SCALE 10 ( IN FEET) 1 inch = 10 fL EXISTING CONTOUR AND — 1 FINAL CONTOUR ARE THE SAME 100 BUR.DiNGS WILL BE SLAB ON GRADE DOWNSPOUT CONNECTION POINT (TYP) PROPOSED r— UNDERGROUND POWER. / PHONE & TV CABLE POLLJ NE 1/4, SE 1/4, SECTION 10, T23N, R4E, W.M. CLEARING LIMIT IS THE PROPERTY LINE 30' 1' 55 PROPOSED 10' UTILITY EASEMENT 1-4" PVC WYE t 1' —4" PVC CLEAN—OUT 2-6' WYEI 2-6"x REDUCERS INSTALL 1" POLY WATER LINE (TYP) 200 PSI DRISCO PIPE 6" PVC SIDE SEWER 6" PVC CLEAN—OUT 6" PVC TESTING TEE 6" PVC WiE 6"x4" REDUCER 30' NORTH INSTALL NEW WATER METER AND SERVICE CONNECTION PER CITY STANDARDS (TYP) EXISTING FIRE HYDRANT FINISH GRADE SPOT ELEV. _ EXISTING GAS LINE 30' 30 Lot 35 Lot 36 20 0" PROPOSED RESIDENCE F.F. 101.1 - 30' Jr . EXISTING 6 PVC . SIDE SEWER NORTH S=2.00% TYP • / \ PROPOSED GAS \ SERVICE LINE . INSTALL MAIL BOX STRUCTURE FOR 4 BOXES 0.; OH PER TUKWILA STANDARD DRAWING NO RS \ EXISTING 5" PVC oH-- EXISTING SANITARY SEWER MANHOLE / SANITARY SEWER RIM: 100.0 S=0.40% TYP 95.2± EXISTING UTILITY POLE NORTH 20' 0" .W ARROWS DENOTE DRANAGE DIRECT,ON LEGAL DESCRIPTION. LOTS 35 AND 36, BL,1: ADD' TION TO THE C!T', .71: SEATTLE., 48TH AVENUE s. ACCORDING TO THE PL •=::',DE RECORDED IN ''.'DLUME 12 OE P'.ATS. PAGE RECORDS OF KING CO • -- SITUATE IN THE COj': 1-- =,TE OF NAsANGToN FILLED ,11, WASHED DRAIN ROCK ROOF DOWNSPOUT OVERFLOW i 1-4' PVC CLEAN-3',J7 , TYPE 1 CATCI-I BASIN (TYP) VANED GRATE: loacc IE: 97.00 INSTALL 1" POLY WATER LINE (rfP) 200 PSI DRISCO PIPE 48" DIAMETER DRY WELL (TYP) PER DETAIL INSTALL WATER kiETER AND SERVICE CONNECTION PER CITY STANDARDS EXISTING 8" DI r WATER k.1515 NOTE: 1. SANITARY SEWER CLEAN—a:1 SHALL BE EXTENDED TO FINAL GRADE PER TUKWILA INFRASTRUCTURE STD. DWC. SS--2. 1/4' MESH SCREEN EIN PIPE INLET DRY WELL DETAIL SCALE: 1=.2' TYPE 1 CATCH 555111 WITH VANED GRATE INSTALL 24' - 54 REBAR AT CENTER OF DRYWELL FOR FUTuRE LOCATION 6. ALL PVC PIPE SH LOT AREA. ROOF ARE = DRIVE & W TOTAL WIPER' TAX LOT t ONE FOR _ 3. THE ELEVATIONS IT 4. INSTALL FILTER 7 ,, ,LL CATCH BASA CPEN!NGS DuR 5. A SOIL LOG TEST 11.-„G' ON EACH OF - 71-!E TWO LOTS NEAR THE LOCAT,7 OF THE PROPOSED so L TYPE AND STRAT:FICATION WAS THE SAME IN EACH TEST HOLE '•*T 0-3.5' BROWN SILTY FINE SAND 3.5-4.0 GREY SILTY SEND GREY/BLACK SAND 00 WATER TABLE ENCOUNTERED ON 10/18/2000. SLOS SOIL C.LASSFICATION: URBAN LAND .•.-v?Rm TO , STM D-3034-SDR35. 0T35 LOT 36 3000 : 3000 50 '242 SO.FT. ':242 ' SO.F7 574 SQ.FT. 574 SO:FT. ,1 .REE ! 1816 SCIET. ' 50_00, 16" ;- FAB ON SY7.).E.S. ANrj, OF DRY WE.H. TY R M E P s J T . R E A A S L .z Y7900-1290 017900-1295 D01-116