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Permit D97-0071 - DOAK HOMES - LOT 2 - SINGLE FAMILY RESIDENCE, GARAGE AND DECK
City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. 004000 -0956 4056 S 148 ST LOT 2 NSFR DEVPERM V -N GAS 001 North: 125 Contractor License No: DOAKHI *092NZ DOAK HOMES LOT 2 4056;'S 148 ST, TUKWILA, WA 98168 DOAK:DARRYL 11917 4 AV S, SEATTLE WA 98146 DOAK HOMES INC. 11917 4TH AVENUE, • SEATTLE, WA 98146 DARRYL 11917 4TH AVENUE SOUTH, SEATTLE, WA 98146 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: CONSTRUCT NEW SINGLE FAMILY RESIDENCE 1,755 SQ FT, 440 SQ -FT GARAGE AND 80 SQ FT, UNCOVERED DECK. ************* * * * * * * * * * * * * * * * * * * * * * * * * ** * * * ** Construction Valuation: $ 133,367.75 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: JJS Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side. Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: N Public: N ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 1,773.96 ********************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** OCCUPANT OWNER CONTRACTOR CONTACT Permit Center Authorized Signature: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development p,erpmit. Signature:! � ' ` , Date: DEVELOPMENT PERMIT Permit No: Status: Issued: Expires: (206) 431 -3670 D97 -0071 ISSUED 04/29/1997 10/26/1997 Occupancy: DWELLING UBC: 1994 Fire Protection: .0 South: .0 East: .0 West: .0 Sewer: VAL VUE Slopes: Streams: Phone: 206 246 -6587 Phone: 206 246 -6587 Phone: 206..246 -6587 _a_bothv Date _&-q_=1- F_ Print Name : ,.:/ This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Address: 4056 S 148 ST. Suite: : Type DEVPERM Parcel #: 004000-0956 CITY OF TUKWILA Permit No: D97-0071 Status: ISSUED A p p l i e d : 03/07/1997 Issued: 04/29/1997 *** k** *k*****• kk*** k**• k* k***• k***4 4 4444 4* 4• k• k kk• k• kkk •k *4•****** Permit Conditions: 1. No chances will be made to the plans unless approved by the Architect or Engineer and the..,.Tukw:i- la„_, Building Division. Plumbing permits shall b:e obtain d t' hrough,the Seattle -King County Department of Pub'l i c• Health .,. Plumbing ., w,i l l be inspe cted by that agency,, , including, all gas piping (296 . 4722) 3. Electrical permit shai l„ be obtained :.through ;the Wash,ington. State, Division of Labor... and Industries and all electrical work will 2,b,e inspected by- < ;that agency (24.8 -6630) . All meciian�ical Work shall be•'.under separate permit ssued by the City , of `Tukwila. ° "` 5. All petm`its, inspection ;r.records, and approved plans shall; avai Gable a t the e= job site "prior to the start of any .con - struction < These documents" are to be maintained'.and, -- able? "u'ntll final inspection .appr�oval is granted. Engineered truss drawings..ane calculations shall be on sit and *ai fable. to the :b u'i,lding inspector for inspection ,. purposes. ,Documents shall bear 'the Seal and signature Y o Washington: State" Professional Eng.inee.r 7. Any exposed insulations bac k'ing material,.shall have; :a Flame Spread ;Rating; of') 25. or ;l ess,`;`and'. material sha l l bear i dent`i - f i oat i on showing the fire . perorma,n'ce -rat i ng thereof. 8 All °constrL ction to'bei done in • formance wi th approved plans, andrequ:irements of the Uniform Bui ldina Code (1'994 Edit,i`on) as' Uniform Mechanical. Code,(1994' Edition);, and Washington State Energy Code -` (1994 1dition) . �.; 9. Notify,the - City of Tukwila Building Division. prior to placing;:; any concrete. This procedure is in addition to any requirements for, special inspection. 10. Validity of Perm;i t. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be • -a permit for, or an approval of, any violation of any of the ` ".provisions of 'the, building code or of any other ordinance of the jurisdiction. - No permit presuming to give authority to violate or cancel the provisions of this code shall be valid: 11. There shall be no occupancy of:" the: building(s) until the final inspection has been completed by the Tukwila Building Inspector. 12. VENTILATION IS REQUIRED FOR ALL NEW ROOMS AND SPACES OF NEW OR EXISTING BUILDINGS IN CONFORMANCE WITH THE UNIFORM BUILDING CODE AND THE WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE, CHAPTER 51 -13 WAC. 13. Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off - site or into existing storm drainage facilities. Prnect Name/Tenant: t or1-1 //624r F ? Existing Square Footage for Structure: /1 /- q. ft. Dwelling sq. ft. Covered Deck(s) Value of Construction: I j -3U Site Address: uO�l� J �� City State /Zip: Tax Parcel Number: COL/ coo — e 7 :5 - - ‘ roperty Owner: - -. 4s 4 1 /ciol of / Ric- y r sq. ft. Garage /Carport Phone: • - y 6 -- 6 5 7 Street Address: i l c i / 7 1 -17/1 /1 !/ t' ) G -1 , City State /Zip: j e4-()e(g)10 �7 /�/G Fax #: s / Contact Person:. Phone: < < , I Street Address: / /7/ 7 G - /74 / /te S6� s6 City State /Zip: , /-5-'� 6 9 iy6 Fax #: e r r Contractor. ,-. �(?Y y ./- 4.i.,1- 4 5 • * Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. Phone: r 1 Street Address: / / y71,l //'C' 5 - ev, cP, City State /Zip: ig kit 9�'/ Fax #: / r I / Architect: ('" - ,g/i , e 7,1) � s . � 7 Phone: 27 - / - 2 ys � Street Address: City State /Zip: / I7S /- - /rtYv /)/2 S 7 Ate% !c/ 9 ,c Fax #: 2.O6 ,2 y y - 0 : 2 - 76 - Engineer: ,/ . ,, A / / /' /7A L v, ,, ,iPN.�:.c ,L / n � - S • y. -•0 /'' Phone: .4 b6 4/ e5 �io? y Street Address: / / l . 7 2 - 3 0 /?/�, C!%ocsc(J. -/ ) a/A/7 2 61A / �JalSa� , i y State /Zip: / _, ( CE Fax #: ,z o6 - Vg/ - x'7%5 Type of work: -41 Single- Family Residence ❑ Addition - Single - Family Residence l ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure' 0k3 ❑ Remodel/Addition to Accessory Structure ❑ Garage(s) in Deck(s) - Covered & Uncovered ❑ Residential Reroof Existing Square Footage for Structure: /1 /- q. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport q. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed ew Square Footage: //7 cl sq. ft. Dwelling sq. ft. Covered Deck(s) y r sq. ft. Garage /Carport sq. ft. Accessory Structure(s) , " c-' sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) 24, ° „ '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. Lo/ z CITY OF ' '1KWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 Single - Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. ❑ Channelization/Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. 0 Fill cubic yds. 71 Moving an Oversized Load: Start Time: End Time: -❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ W9ter Main Extension 0 Private 0 Public -d Water Meter /Permanent # Size(s): /5/ ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed 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 expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: - 1-9 - ) Date application expires: Application tak n by: (initials) SFPERMIT.DOC 7/5/96 APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews shall be determined by the. Public Works Department) BUILDING OWNER OR AUTHORIZ p AGENT: • Signature: `') ,. A ) / .zle / ,���G • Date: - iG. - 2' Print name: _, / r l �c,ir Phone . _� 5 - 5 , 7 Fax #: � 1 Address: / NI 7 - 4- 1711 , /) L r`' 1;_c4- City /State /Zip: <° �. ,virL a `OLIP <<: ' / Ss / //e. ALL SINGLE- FAMILY RESIDENTIAL PERMIT APPLICATIONS MUST BE BMITTED WITH THE FOLLOWING: ➢ DRAWINGS PREPARED BYE ,3EGISTERED ARCHITECT OR PRO•..3SIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN A BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A suBMITJ'ED ❑ Complete Legal Description ❑ a 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) nil Four (4) sets of site plans to include: 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). Working Drawings ❑ E Foundation plan and details El Cr Floor plan ❑ ❑ Roof plan ❑ -❑ Building elevations (all views) El ❑ - Building height ❑ ❑ Building cross - section ❑ ❑ Structural framing plans and details necessary to completely describe construction ❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Forms H -15 & H -16 available at Permit Center OR Prescriptive Heating System S`ng Chap 9 Form H -6. ❑ ❑ Complete Land Use Applications if mkt previously submitted (i.b., 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. El ❑ 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. SFPPERMIT.DOC 7/5/96 ****,* ak,*'******'* k-A*** kA********** 4**** k A* *** *k* * ** ** *:k* * * *kk *A*k CITY OF TUKWIL A,,: WA TRANSMIT * **k* t * .* *k' *,�4*tt***A *k kk*A*' * * i4�F ** k* k* **kkk**A **+4k**A *:%*k*•k•A• TRANSMIT Number: R97O05.4.9 Amount: k. 687.21 03/07/97 16:00 'Payment. Method:. CHECK Notation: DOAK HOMES INC. Init « :SL8 -,. Permit No 0.97--0071. Tune. DEVPEkM DEVELOPMENT PERMIT. Parcel . Nan. 004 -0956 : L.CY17 'a Total Dees'.. 1 .74£3.96 , Payment 607.21 Total: ALL Pmts 687;21: Balance: 1.0.1.75 '* * k* It*****A** .k * *A * * ** ** ** *II * *kIAA* *** •�a5 * • *** *.ItA* * *A * ** Account Code Desri^ i ri i,on Amount -000/345.830.:. PLAN CHECK‘ RES' .687 »21. 0392 03/10 9705 TOTAL 2074.63 k* *** *:k *•A *.A * ** ** * * * * ** ** *:k # *k * * *A'k *•k : k * * * * * * * *Ak * * *Ak4A Ii Y OF TUKWIL A WA. TRANSMI1' *k****k * * ****Ak****�r• kk�k'h *:4 kak �k• h: kkakkk * *kkhk•h.5k•k•k�4�k•.4•h.k•h *A* TRANSMIT Number: R9700575 Amount 1.086.75 04/29/97 13.13 avment :Method. CHECK Notation DOAK HOMES 'nit: SLB Permit .No.. D97 0071. Type: DEVPERM. DCVELOPMENI PERMIT Parcel No: 00 -0956 Site Address: 4056 S 148 ST Location: LOT 2 Total Fees: 1.773.96 T•o i •, .Payment : 1.086.75' Total ALL Pmts: 1.773.96 . Balance: .00 *,* A•* ,1 ** * * * *•k *A. * * * * * * * * * * ** *•A * ** 4,l * * * *d, k * * *A **A*** * * *1, * * * * * * * ** Account. Code • Description • 000/322.100: BUILDING - RES :000/345.830: PLAN CHECK -.UTILITY 000/386'.904 STATE BUILDING SURCHARGE 412/342.400 INSP FEE w STORM DRAIN ,wx .c ?, �.t..? 1., ... il...� .d..r .•.. _d�.. �_.i ,_���.�1�! L;i•, ���t. 0001 04/30 /705 TOTAL 3200.25 Amount 1.057.25 10.00 4.5.0 ^13.00 1' } :..,. 1Yr .. i:ik...._`�k, J.�. ';ri'.S._ .. ��:�r.:�....... ti.r qt.. �i'��: n• � � • �l�'r. .n_.u?.... >.1p1w7X#' 8 gi i • 4, "b.:6 •7:5777. Project Name .I ,) f, K tY'evH p' S Address (- ; • / ( 7 1 e 7 • : Retain current inspection schedule ,4 Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: .S P'l /3 1) 5 L75 Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature City of Tukwila Flre Department • TURWILA.FIRE DEPARTMENT FINAL APPROVAL FORM Permit N FINALAPP.FRM T.F.D. Form F.P. 85 John W. Rants, Mayor Thomas P. Keefe, Fire Chief . ,b -switre...# Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 57.5•4439 Project: t Type of inspecjierr~' *1 not ) Address: } c5o `s I La D Date called: �_ 7 Special instructions: `• Date wanted: q q—q — e;rib Requester: PhoneNo.: g i0Q .... 41 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 Approved per applicable codes. COMMENTS: 1 Inspector: I jar 4' A Alt Alk $42.01 'EINSPECTIO? FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite T00. Call to schedule reinspection. [Receipt No.: INSPECTION RECORD Retain a copy with permit Olt, i � 1-7W Corrections required prior to approval. Date: Date: PERMIT NO. (206) 431 -3670 Project:j , n � Type of inspection: p, ` � na' 1 � W Address: L `G 144b5-1- J f Date called: Special instructions: „qt , a r L k- * . Of &i Q, Date wanted: a.m. Requester: . Phone No.: INSPECTION RECORD Retain a copy with permit � " y ° ; INSPECTION � O PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Inspector: I I (206) 431 -3670 Corrections required prior to approval. COMMENTS: Date: ct E. $42.00 REIN'f'ECTION FEE REQUIRED. Prior to inspection, fee must be paid at 630 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receip No.: Date: Project: d0 t I� Typ: 'n sect' en: i ��l.r•� ! „e4_, rim il' Addreq:654 S 1, j `� , Date called: i T zg .. — � Special instructions: Date wanted: � a u. Requester: Q 1., Phone 1 ` y_ ' 22 'i ? :INSPECTION RECORD Rdtain a copy with permit •\ INS CTION NO. CITY OF TUKWILA BUILDING DIVISION 'd 6300 Southcenter Blvd., #100, Tukwila, WA 9818 fi Approved per applicable codes. C MMENTS: Inspecto [� $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [Receipt No.: Corrections required prior to approval. Date: 22Ir Date: Project: 1 )- c IL Type of inspectio 7 ` / cO( _,J 5 0 44 ' A, • �C 7p S . 1 X18 , Date called: 7 1 Special instructions: Date wanted �1 (I a.m. i r ri! Qa l� Phone No.: gf,G'2_28e • InamattentiteeSIff INSPECTION RECORD Retain a copy with permit INSPECTI.N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd:, #100, Tukwila, WA 98188 (206) 431 -3670 I Approved per applicable codes. DKJ Corrections required prior to approval. COMMENTS: I Receipt No.: A– t± SulA 1� rl�s�c 111 tar 'v\ b SAL. C a t ■ C +' vi t r —A-- tr's J"s1 -- -- el 9.e1 Mew i I LS t-k. A1 rJG . $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: klf.. a r: .1,0. 1 . . Project:D 0 ir_ Typ eco . t f i 'ptin:' ( vl s ,i+ Add, s: f 1 4V Date called: , ....- — 1 Specia instruct'ons: —2.-- Date wanted: c6 1 .- Requester: p awl A . Phone No.: p . *INSPECTION RECORD INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION N, 6300 Southcenter Blvd., #100, Tukwila, WA 98188 .1 OMMENTS: Inspector: $42.00 REINSPECTION ' EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. [Receipt No.: Ritain a copy with permit proved per applicable codes. Corrections required prior to approval. Date; Del- n PERMIT NO. V (206) 431-3670 ' • • • Date: Proje Typlof Date called: y , 13 , CI Addre4:0 5 s , ( 4 Special in \' 4" - - z . . Date wanted: �/ adlL Requester: -10 0L4Rit ( Phone No.: 0.10 f z.„2.0 INSPECTION RECORD Retain a copy with permit N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Receipt No.; Date: PERMIT NO. (206) 431 -3670 Approved per applicable codes. 'COMMENTS: Corrections required prior to approval. a $42.0' - ' SPECTION FEE REQUIRED. Prior to inspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. jest; AoM � - LOT 2 TY iei�I' Jns W cpg Y � n: FA - ,1 t_i ddre s: qo S 141 5 T Date called: 1-3k- Date wanted: �j —( a - 1 — I I p.m:, Special • instructi ns: Lj i(` . Requester: to z -'I L._ Perti 9 0 - 22k . INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. (206) 431 -3670 Corrections required prior to approval. --fi _ ire . $42.00 REINS ?ECTI • ' EE R C I IRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. -4 eye. u�t. kx� �r►IL�6�7b► c4sa seas ar 3�Stlr:i: 1 n. ,5uaa d .rr . r. ,�...._ r - - -• • - - - nff MMENTS: Receipt No.: Date: s 1 Project: (`v ,}W i Type of inspecti 4 � Address:. l . 2 Date called: 3 Special instructions: ,i4. Date wanted: a.m. Requester: y , Phone No.: Approved per applicable codes. INSPEC RFCWiD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION .6300 Southcenter Blvd., #100, Tukwila, WA 9818 Receipt No.: I PERMIT NO. (206) 431 -3670 COMMENTS: f Inspector: Date: Corrections required prior to approval. 7,q/q`l [� $42.00 REINSPECTION FEE REQUIRED. Prior to In pectlon, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: 51.1.4.,.. f Project: (�� `k�� ``.l lJ Type of inspectio2 /// ►. Address: Date called: - / 7 ,3 y Special instructions: Date wanted: / � 1 2,3 ?. a R Requester: Phone No.: INSPECTION O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. OMMENTS: INSIECTION4IEOORD Retain a copy with permit 1 doll PERMIT NO. (206 431 -3670 Corrections required prior to approval. Date: 7(231( REINSPECTION FEE REQUIRED. Prior to inspection, fee [� $42.00 R p must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. r eceipt No.: Date: • COMMENTS: w � c "` ( , +a kk Iv._ %,.m -k Gtn A C 's TOE tASt oA. f J R — PI.C11Am) t1� c4 '• lea. f-1 j$l ocks ,4fr' 6- J / . TO . e-A-' l�„ J6 0 . if f D o 1TS AiSoug ey► c4; ? I tJ ' 7 citAltd L.- S 'AC.e . l `A4t- 4-4‘47 1 Z.1' l;• -wb0- Q £ A-i/L.. vim...t I 23 1414 e., „ „) P' «..,--v, so Lt P r 1-) ex J• A 1-1Y(1 WRA M.Z4S A 0e0 'r Sv,(Po.--' - i C. AD 0 aw►l To )Y+- (-gip i t ►JC1, A- i S I $wi ..- t,JA--% 1 3-44 3 ME "r f Itsi .k-) i e O MG” c..+JI..11.1 ►3 G , . fh^ A(.7 C2 ( . .. U 1.13 c i) Lc 3( r- F Cam-, we tt`D 6 \-3 As- 0,0117}-1,0 . Project: ,. y\ Type of inspection,- ri-Jhm% Address: f a r, 'Z. Date called: V'. r Special instructions: Date wanted 23 Requester: Phone No.: Approved per applicable codes. Inspector: Receipt No.: INSPECTION.RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee (must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. L Yi:��r2xY5” r" `'.' fa4k�} iikid�e•' t3t1�TiSY[: ��'�•i` t`'•''Y,'erF`Sw:r....W.x . ;a _s .. Date: Date: .� PERMIT NO. (206) 43113670 Corrections required prior to approval. X 11 t fzIF'►K- � `f + Lot G Type of inspecti¢I. I N� 48 . 611 . 1 18 s`C" \ Date called: 1 IS ' 11 Special instructions: Date wanted: -'1 Gil a.m. Requester: • * .. L... / / ! JA Corrections required prior to approval. INSPECTION NO. Approved per applicable codes. Inspector: Receipt No.: rruR++r.+«.w. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila,VA 98188 .....,.arw,uzmYFwl9Y•MatOtattgaTfr }�•.' Date: PERMIT NO. (206) 431 -3670 $42.00 REINSPECTI. FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. . _L h. V* . Project: i ilm dal". Type of inspection: („5(. ItA /7 Address: Date called: Special instructions: teizAtv Date wanted: e_rt 61 "57 el) Requester Phone No.: INS CTION NO. CITY OF TUKWILA. BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. 0 MENTS: • INSPECTION RECORD. Retain a copy with permit 1 1 41 PERMIT NO. , M7- (206) 431-3670 Corrections required prior to approval. Inspecto Date: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [Receipt No.: Date: ikli-!..sovaihia-sfrlitinikaadambetittik alltiregt: _ pt tpx j4ni; - or. Z T m o l7t' p �'lt;�t t1iNh /WAlvA ,�Qdd��Uss: ! - 14g 1-- Date called: c _ 12 _ 97 Special instructions: Date wanted: / 02 V .. � p.m. Requester: 1& � Phone No.: 90 _ .22 Z O GG O INSPECTION RECORD Retain a copy with permit 1)11 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION i/ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Approved per applicable codes. COMMENTS: " — r Inspector: Li $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must . be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Date: Corrections required prior to approval. m1� koMEG ' t or Ty g$ ct f NAIL) N i 4 dd dw 6 , tVG ST Date called: C _ 12 _ q- Special instructions :: (rl�j `•.7 Date wanted: Requester: DARR1L Phone No.: q(_I . 22s INSPECTION. RECORD Retain a copy with permit INSPECTION NO. 1 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: Inspector• I I Approved per applicable codes. Receipt No.: I i PERMIT NO. (206) 431 -3670. Corrections required prior to approval. Date: Date: $42.00 REINSPECTIQN FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. R- a _r_ A.Att7 6d_'61s.._ . sr i.k J24.— .�,.a. ri INSPECTION NO. . . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 1 4oMES Ja r 2L Special instructions: COMMENTS: INSPECTION RECORD Retain a copy with permit T insWP1 514 ATNlmh Requester: -D L Phone No.: CV _ G v pproved per applicable codes. Corrections prior to approval. Date: PERMIT NO. (206) 431 -3670 it Inspect; $4 .000 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: \v6�'tire_._ Sew. �n:''". '14S9�1R:AIYT�BCM�M�f.tir�1/IFAW C'})Y�1- r1'hllw.. wastatermagegISOMBIEEN COMMENTS: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Date: PERMIT NO. (206) 431 -3670 Project: Type oyinspectiorryy Nvi.;...14ekivs z... l�c.�rt� It- (-� 0., � ,JCS Address: �� S 14 Datecalled:' Special instruction; Date wanted: 3 :.� Reques ( s (/ Phone No.: Approved per applicable codes. Corrections required prior to approval. Inspector: Receipt No.: $42.00 REINSPECTION FEE REQUIRED. Prior to insp fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Project: Type of inspection: Addre s a 0 7 , CD /r 7 . Date caller: Special instructions:. ' .D to wanted: a.m. Requester: Phone No.: a. Approved per applicable codes. COMMENTS: I Receipt No.: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF.TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ,097-00 Corrections required prior to approval. Date: I nspector: N W $42.00 REINSPECT • N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 flA MMEN :: Inspector: • INSPECTION RECORD Retain a copy with permit • PERMIT NO. (206) 431 -3670 ro' � 4:056 t . z Type of inspectir& Afris A66v S q g S-r Date called: . -97 9 Special instructions: Date wanted: G, G Requester DA R1 11 Approved per applicable codes. ( 1 Corrections required prior to approval. 11 Date: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Date: ?RA ci(pq -2-2,68 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 flA MMEN :: Inspector: • INSPECTION RECORD Retain a copy with permit • PERMIT NO. (206) 431 -3670 ro' � 4:056 t . z Type of inspectir& Afris A66v S q g S-r Date called: . -97 9 Special instructions: Date wanted: G, G Requester DA R1 11 Approved per applicable codes. ( 1 Corrections required prior to approval. 11 Date: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Date: .N. ACTIVITY NUMBER 1)97 007/ DATE ' g'97 PROJECT NAME bCt2J &kali Horr,e5 - L o t z &(s'thbr? DEPARTMENT: BUILDING DIVISION FIRE PAVENTION ❑ PLANNING DIVISION .I t oVIC O ' I�Orn R STRU �U RAL owe q'�3 -'r 11 ❑ PERMIT COORDINATOR III 1' �V A- DUE DATE Nun DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE Eta NOT COMPLETE ❑ COMMENTS TUES /THURS ROUTING: PLEASE ROUTE ❑ NO FURTHER REVIEW REQUIRED ❑ ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL DATE 1 uu APPROVALS OR CORRECTIONS: (ten days) DUE DATE ii- APPROVED ❑ APPROVED W/ CONDITIONS ❑. NOT APPROVED (attach comments) ❑ REVIEWERS INITIAL CORRECTION DETERMINATION: REVIEWERS INITIAL C:ROUTE -F 1- Perm, 4 (cord. CoPi PLAN REVIEW / ROUTING SLIP DATE l APPROVED ❑ APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) ❑ DATE NOT APPLICABLE ❑ DUE DATE (Cenitieadon of occupancy rcq.dred. ) CSC:,:• .1 1 NS ACTIVITY NUMBER b 97.• 007/ DATE 1 /' 9. 97 PROJECT NAME Na K H o , r,e+ - Zo Co < <C#1 V is. , DEPARTMENT: BUILDING DIVISION a PUBLIC WORKS PLAN REVIEW / ROUTING SLIP DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE COMMENTS ' TUES /THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED ROUTED BY STAFF fl (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL REVIEWERS INITIAL 41' 0Uf1A +�i4ia�•,: NOT COMPLETE t I APPROVALS OR CORRECTIONS: (ten days) APPROVED El APPROVED W/ CONDITIONS CZ I CORRECTION DETERMINATION: APPROVED C:ROUTE -F ..t / 20 t1'IfIW'4'iA'!•. ^FYS7CMS L4+01' 0“ 4. 01 .Rf4.0. n+TWeatit.chelshaVaet ,IWAntitet.trt+V. T.TrdktPlrft 71/1 WWI FIRE PREVENTION C PLANNING DIVISION 0 STRUCTURAL PERMIT COORDINATOR Q DATE I( -c r - 1 DATE REVIEWERS INITIAL DATE DUE DATE Neff NOT APPLICABLE DUE DATE q- a3•q'-7 NOT APPROVED (attach comments) 0 DUE DATE APPROVED W/ CONDITIONS NOT APPROVED (attach comments) 0 (Certification of occupancy required. ) �YIF*1Si •:'?s ;., il: ti��ii:Lw.:Si�a�:�i .! e:t 2Ft. i�4':;. WxAJ S' Si: YYtC. i.`! CKU` Htl+ 4, nt* aVl( P. N+•? Jt- dl Ai'.; ttl .SUUIN"'t✓Y't'tru1'..!SW'ii��i 4^ ile{! V; M} v: MWn' X�X' t: l' JnwhC!! 1C.` 1' i*.l eM''+ f*.« Y:.• MY.1,X.nnvNS'<T1frvYlkxnCMCf1n.' YHI:+ �YMFql �YeM1t! tl' rttli'+ I,: JY.' 43N }?NJkT•UI'Jfi24:Y11'YN'R4)k's :'. I C PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER 1)97 007 / DATE I f' 9.97 PROJECT NAME bXi Hame O Q # l DEPARTMENT: BUILDING DIVISION fl FIRE PREVENTION PLANNING DIVISION • PUBLIC WORKS STRUCTURAL El PERMIT COORDINATOR 0 I 4 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE El COMMENTS ' TUES /THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED EN ROUTED BY STAFF I 1 (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL A.1 I APPROVALS OR CORRECTIONS: (ten days) APPROVED REVIEWERS INITIAL C:ROUTE -F NOT COMPLETE Ei NOT APPLICABLE El APPROVED W/ CONDITIONS fl NOT APPROVED (attach comments) Q CORRECTION DETERMINATION: DATE 4 0/#/17 DATE 44 k REVIEWERS INITIAL DATE DUE DATE Neff DUE DATE 1 1-ii 3-97 DUE DATE APPROVED El APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) 0 (Certification of occupancy required. ) 4f; %:::'�:'�r. %i•: ; ..;.;t(r. �.t 1'.ei:i,L: 4% VV."1' FMS*+: A'* r:- n. x. S. rA•.+.+ f.:/ t vr.: N• lo;t;•, r..t"+- x�amNArw ^r..11Y t DEPARTMENT: BUILDING DIVISION FIRE PREVENTION E PUBLIC WORKS 111 STRUCTURAL DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE El COMMENTS ' APPROVALS OR CORRECTIONS: (ten days) APPROVED n REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE -F YA'nM':Y,V- `:1tnAyTa`.+f{Y/ tI.M:M.G DATE DATE C PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER 1)97 00 7/ DATE 4 9.97 PROJECT NAME b%U bervic H - Ic Z - arreohon # l I NOT COMPLETE El NOT APPLICABLE El TUES /THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL DATE 412-'1(9 7 t I DUE DATE /45 - in APPROVED W/ CONDITIONS g NOT APPROVED (attach comments) Q r.�.xrrx:•.��n. Dorn± . ocn- e✓ rxraw�; xm>. xa>< arewevur.;aarxxmrrrw�av✓swrwm�: . PLANNING DIVISION PERMIT COORDINATOR Q DUE DATE Niff CORRECTION DETERMINATION: DUE DATE APPROVED I I APPROVED W/ CONDITIONS fl NOT APPROVED (attach comments) (Certitcadon of occupancy required. REVIEWERS INITIAL REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE -F Per c �'t h coPy PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0071 DATE 3/07/97 PROJECT NAME BOAR HOMES LOT 2 DEPARTMENT: BUILDING DIVISION e¢n Awe PUBLIC WORKS CORRECTION DETERMINATION: FIRE PREVENTION PLANNING DIVISION p p p v . 3jIs(a STR UCTURAL PERMIT COORDINATOR t NA DATE DATE DATE DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE 3/11/97 COMPLETE NOT COMPLETE ❑ NOT APPLICABLE 0 COMMENTS TUES /THURS ROUTING: PLEASE ROUTE p NO FURTHER REVIEW REQUIRED p ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) I I APPROVALS OR CORRECTIONS: (ten days) APPROVED 0 APPROVED W/ CONDITIONS NOT APPROVED (attach comments) C'oirec.. -hpn e (er : I ma iled c(17 DUE DATE 3/25/97' I L IMMIWIF DUE DATE APPROVED 0 APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) 0 (Certification of occupancy required. ) (A)c(0 '01VAt SA ::Ylat+. *t eCiriX.: 1 A. A: UCAtY�L !!+r�rvWr�A tires++4+wr.rrw+�wuwrewyunn�ethwent MTyi^Y.YN.IMVrartw.evf..w ACTIVITY NUMBER COMPLETE COMMENTS PLAN REVIEW / ROUTING SLIP D97 -0071 PROJECT NAME DOAK HOMES LOT 2 DEPARTMENT: BUILDING DIVISION r FIRE PREVENTION PLANNING DIVISION El PUBLIC WORKS STRUCTURAL 0 PERMIT COORDINATOR 0 DETERMINATION OF COMPLETENESS: (T,Th) NOT COMPLETE El TUES /TRURS ROUTING: PLEASE ROUTE REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) APPROVE]) El REVIEWERS INITIAL CORRECTION DETERMINATION: REVIEWERS INITIAL C:ROUTE -F 67-„ DATE 3 DATE ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) e DATE 5 DATE 3/07/97 DUEDATE 3/11/97 NOT APPLICABLE 0 NO FURTHER REVIEW REQUIRED L DUE DATE 3/25/97' APPROVED W/ CONDITIONS '. NOT APPROVED (attach comments) Q DUE DATE APPROVED n APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) 0 (Certification of occupancy required. ) •• dN7,•M+r4+rNSrliMln'f..4;'M'!�t COMPLETE ❑ COMMENTS .:�7'e�v:.haS 4atM'L'+str: rt?lRY. 1.0raw.ly.14VeM.vr.y„..(OW14.... PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0071 PROJECT NAME DOAK HOMES LOT 2 qo.5G S I U I 8 DEPARTMENT: (Q mem en Add ass . BUILDING DIVISION ❑ FIRE PREVENTION 111 PLANNING DIVISION ❑ PUBLIC WORKS 0 STRUCTURAL ❑ PERMIT COORDINATOR 0 1 DETERMINATION OF COMPLETENESS: (T,Th) NOT COMPLETE ❑ DATE 3/07/97 DUEDATE 3/11/97 NOT APPLICABLE ❑ TUES /THURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED ❑ ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL 3 q 1 ) I I APPROVALS OR CORRECTIONS: (ten days) APPROVED ❑ APPROVED W/ CONDITIONS . NOT APPROVED (attach comments) El REVIEWERS INITIAL 74+1 "1 S ! / DATE 3//s-/? DUE DATE CORRECTION DETERMINATION: APPROVED ❑ APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) ❑ REVIEWERS INITIAL C:ROUTE -F DATE ),/ // 9 DATE DUE DATE 3/25/97' (Ccrdficadoa of occupancy required. ) iLet' iSC" ru? X.+ NI.,o.: tf t' Y..+ ch1.R�ke:K:N1.LYJ�rra','r4' "J.W A+dS1hM�K'Sa rtiV"�a+.�:rrsuin ACTIVITY NUMBER PROJECT NAME DEPARTMENT: BUILDING DMSION PUBLIC WORKS 0 D97 -0071 DOAK HOMES LOT 2 PLAN REVIEW / ROUTING SLIP I DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE tpTl NOT COMPLETE El • NOT APPLICABLE Er corm NTs (. ! 1 0i, ),L,A- 4LQ oz,' 1-k bc_V- z-- ti Atey C�pv TUES /THURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) FIRE PREVENTION PLANNING DIVISION STRUCTURAL El PERMIT COORDINATOR El DATE APPROVED El APPROVED W/ CONDITIONS ❑. NOT APPROVED (attach comments) g REVIEWERS INITIAL Li 671 DATE /17 — 7 CORRECTION DETERMINATION: DUE DATE APPROVED APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) 0 REVIEWERS INITIAL C:ROUTE -F DATE DATE 3/07/97 DUE DATE 3/11/97 DUE DATE 3/25/97• (Cerdficadon of occupancy required. ) :5: ,:. !kn ct %;.::.: ^; ta;•; :e;,7.;i4V.:1a4:,!!h' WW3i•:i:,ue'W Pnln:e•. n.wn- .,xrv.tw..evv14.4 r DEPARTMENT: BUILDING DIVISION PUBLIC WORKS REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) REVIEWERS INITIAL C:ROUTE -F PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0+7-2 007 I tio PROJECT NAME DOAK HOMES LOT 1, FIRE PREVENTION C STRUCTURAL 1 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE n NOT COMPLETE p COMMENTS TUES /THURS ROUTING: PLEASE ROUTE U4 NO FURTHER REVIEW REQUIRED I I ROUTED BY STAFF (If routed by staff, make copy to master file & enter Sierra.) DATE 3 - /j - 7 I 1 APPROVED p APPROVED W/ CONDITIONS NOT APPROVED (attach comments) p e tie kV'-o . OLi- ,j . 74, P&) ,A (A912„, REVIEWERS INITIAL 4//77 ?7 � DATE i:.1, /iY? , : DATE C DATE 3/07/97 PLANNING DIVISION El PERMIT COORDINATOR Q DUE DATE 3/11/97 NOT APPLICABLE p DUE DATE 3/25/97• CORRECTION DETERMINATION: DUE DATE APPROVED El APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) 0 (Certification of occupancy required. TO a 1# COY Oa° —0 756 • ..1* 0 / I) , , . -• Uu_ ccn . 1 zw k 1 ql i lip I. ..L_L A' f r0 ,'1 setivk Li / 7 1?1 /i .e. 511-64ek .9 7 ' Nor-t-AsNeSS44ck 5" / SAckfe re(bitch S jr ._. Ltd' size t 7;7.2 p_tri, ed_A ) et_11/0 5 IC. % Roo >.€'0 >;‘)-ec 1 N4r,- (4 51vrte5 ___2 2 eiv i `■ rdr4_.__ 4P,A... . ,..,. / \ d e IV 54.,9A__ -5 ` , tee. . -• Uu_ ccn . 1 zw k 1 ql i lip I. ..L_L A' f i p..c Gni Ote 2:-O# I Stkite. S ) ,L410/1, rt,‘,0%...)- 1.14...____th-. .e_.. AA Ai rd - i i 2 iloa" i‘-brptmite a , . / he (L s.,(*),. ..---- - - . • •. ./ 1 .-.. .1 fr : • `4. Drt)i P r1111 4ot — • 6 Of 0 1 A.I'PF-°;OVED PER PUBLIC Vv'(:);•:, 1.aTTER DAT 1? 7 I. hwo yl'e r. 2. c4/ 6 yo ti f r tic 0 110 It I , Z • 2. sroey '7 Oeievo /75-5-w ma A .& S T og-1 Sep-) er- Ai pito Set..., ei• ; e ,00-15 1 /2 ' 4.011.10 A 0 • " Lhv Sewer Srk b • +3 k,. a UktiV+, 3 0 we 'E. /w 1 • ,/ wi I 1 4 l‘i0/70i.r e J41 mfr.? . 4,0 q(01126/0/37 e,-. 0.6 9 44.4" 10 .efeltiv "9.1 CC) we/414447 ■.-tiYdd'i • , vv . iclor 1p) SP I eie4.4, C P . /9 fr e f) 5 ( WILA (1 997 - arsef - 7 . 0 . 01 1 - PERMIT CENTER )2- S s l i e l i t v o g c l e APac s ' MI' a . O --0 F56 gk k v 7 o 44 1404)5 k e- r. - RFC j) ' h0 SeM ck 4 �Y TUKWILA 1? P A-2. Sdi�beck yAR' 0 9 1997 NOrlA S / Seed 4ck SE MIT CENTER So Kt4 s //e Witch 5 syf , ' I ' Attt p,S, ' de , M Liil t e ivA 3 /. % co >. ,',., um .r /11w' Cr . o $ orre5 0 N 1 4__ $1._._4 • S s l i e l i t v o g c l e APac s ' . 4„ ' . *•_C S, /r 2 ca e td2g.„60. P iv_e F L' • S em we'd Lroe, L 1%0 ve _ . i - 1 1 / . Sew Er $ .ed 51W ft r t N 5,4-174 P►Xo HydZ ijee Slop,' / `7)f,4 . • . ', h4.0e 4 t1 _ lifJt`,;4 /9,-; syf , ' I ' + C r A dier Ir Lot3 S T Qi Sec er l3,, s /,v 1.2 "p Mti 4"./ ritlrii�, 9e'692 doi37 k7 uot cTi - 010/706.5 - r reorttwe rr . 1 ppm HA o• WA leff, r A DMOM I! LIN el Irak ,_ s& 6 d . 0 / A � I ee.A •mAO /,de E'-- /,/ �kr . MAIN SPoej'';l.,inle G, 15 115-) F0104 1 ° / //z d20.K.. _ -at;� • • �. ...115 s..i^.1�F5- !<".:C.•! Cpl P.. '• i �t.P 7-97 ,Sew 7 • ♦ f July 22,1997 'WEYERHAEUSER DISTRIBUTION - LEADERS IN DUALITY BUILDING PRODUCTS AND SERVICES 2068693690 L1 Weyerhaeuse Kent Customer Service Center (206) 6544550 • (800) 562 4908 T o whom it may concern, T he TJI joisting used as cantilever closure on Doak Construction Lots 2,3, and 4 is adequate as a substitute for Timberstrand Rim. Board, provided that the cantilever is blocked at the bearing. Any questions can be directed to my office at 1- 800 - 562 - 0908. Sincerely, Darren Dickerson Engineered Wood Products Technical and Product Manager 71» embo litw we fuwfa w Or am prim Noyes dried rilrout no lo. The pommels(' of oils trriff li n by wti Pew not to be conotord Is on War to aim Ito pumps mg Wei wean the Aboilo Wain at Om pear f st • „ „ , ' • :*. • City of Tukwila Department of Public Works TO: Permit Center FROM: Public Works Engineering I9P4t t. 21 DATE: A4anb34 1997 SUBJECT: Doak Homes - New SFR - Lot 2 Doak Short Plat L96-0040 4056 South 148th Street Project No.: P97-0022 Permit No.: D97-0071 Contact Person: Darryl Doak Phone: (206) 246-6587 NOTIFICATION OF UTILITY PERMIT ACTION John W. Rants, Mayor Ross A. Earnst, P. E., Director THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON MARC-11-31, 1997: . L... -2/ PERMIT FEE JJS/sal Storm Drainage Permit $25.00 TOTAL: $25.00 Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the permit file. CF: Development File (with copy of application and plans) PW Utilities Inspector (with copy of application and plans) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 431-3665 April 8, 1997 City of Tukwila Department of Community Development Steve Lancaster, Director Mr. Darryl Doak 11917 Fourth Avenue Southwest Seattle, Washington 98146 Dear Mr. Doak: SUBJECT: CORRECTION LETTER #1 Development Permit Application Number D97 -0071 Doak Homes 4056 S 158 St - Lot 2 FILE COPY John W. Rants, Mayor This letter is to inform you of corrections that must be addressed before your application for 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 review comments from the Planning Division. At this time the Building Division, Public Works Department and Fire Department have no comments regarding your application for permit. The City requires that three (3) complete sets of revised plans be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. Sincerely, as, Kelcie J. Peterson Permit Coordinator Enclosures File: D97 -0071 P97 -0022 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 PLANNING DIVISION COMMENTS DATE March 13, 1997 PROJECT NAME: Doak Homes Single Family Residence PLAN CHECK NO.: D97 -0071 Plan Reviewer Contact Nora Gierloff at (206) 431 -3670 if you have any questions regarding the following comments. Building setbacks must be clear of all structures over 30 inches high, except that.roof eaves may intrude a maximum of 18 inches into the setback area TMC 18.06.740. It appears that the bay . window and the roof eaves intrude at least 2 feet into the required 5 foot side setback (south site of site). The building design or location must be changed so that the building wall is outside of the setback and the intrusion is reduced to a maximum of 18 inches'of roof eaves. CITY Qrulcw1LA Department of Community Development Building Div /slon- PermIt Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL £T7-0Q7f DATE: I — 'g _ 7' PLAN CHECK/PERMIT NUMBER: PROJECT NAME: , Y C }''` +k)ffl PROJECT ADDRESS: o 5 G / g 51 - 406 CONTACT PERSON: i -. PHONE: — Z z� Bob Benedicto REVISION SUMMARY: 1. Specify on the plans the proposed grade and species forthe wood studs to be'used. S Pe ,. 47 All S 2. The 1' x 5' fixed glazing adjacent to the main entrance door is required to be "Safety Glazing ". Schedule or otherwise note this on the plans. SPe p,}y I 0 2° SHEET NUMBER(S) / 01 5 7 u f "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: 8 /P RECEIVED APR 0 91997 PERMIT CENTER CITY USE ONLY 3/19/96 Md /GX H WF100 : T T 2.6i 80 Nal • SHEET NUMBER(S) SUBMITTED TO; 8 / b'd 43,- A3t ifUP6.1) f1iM/ YM4' 1' t: pba,}+ w,prpf:ll}t }! Nna:!h \13k4vv+�+ Yrtr, ,,41A(Af 47 U.troeter.-!..wovMxM ptol(andw..Ka. 4MArt*,..Ylvw• . Mwn*MtRWYnK ?wtHHw!a+ 2-•. REVISION SUBMITTAL DATE; 1 /`_ 97 PLAN CHECK/PERMIT NUMBER; Dc17-007/ REVISION SUMMARY; CITY CF 6KWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 PROJECT NAME: C� + me PROJECT ADDRESS: 1 4 0 5G 5 1 g `,•-� r Ld a- y C 1.5 7 CONTACT PERSON; c rl/ /? f ���i� , PHONE 7 ` - - 2 Nora Gierloff 1. Building setbacks must be clear of all structures over 30 inches high, except that.roof eaves may intrude a maximum of 18 inches into the setback area TMC 18:06.740. It appears that the bay ._ window and the roof eaves intrude at least 2 feet into the required 5 foot side setback (south site of site). The building design or location must be changed so that the building wall is outside of the 'setback and the intrusion is reduced to a maximum of 18 inches of roof eaves, 6 w 5 • * "Cloud" or highlight all areas of revisions and date revisions. ,ceP ,PS �c� #3 RECEIVED CITY OF APR 0 5199 7 3/19/96 Md /aka d'1IMW11 Wd00 : T T L6, 80 eldd O Exhaust ventilation shall be provided for each dwelling unit as follows (S. 302): LOCATION MINIMUM AT .25 W.G. MFR. /MODEL FAN LABEL CFM (.1 W.G.) KITCHEN FAN 100 CFM , r vun) /2._ `('C (, 6 00 C"h »i-, BATHROOM FAN 50 CFM 8/" /I 4 ,,> 2 , 0 BATHROOM FAN 50 CFM 0.„o. 41 2. BATHROOM FAN 50 CFM LAUNDRY FAN 50 CFM /5 ,,r. 2 U ❑ WHOLE HOUSE FAN* 0 50 CFM (1 -2 BEDROOMS) (CHOOSE ONE) 0 80 CFM (3 BEDROOMS) 100 CFM (4 BEDROOMS) . />.-, / . '/, (> ,❑.' *Whole house fan also serves as a kitchen r bath spot fan• '' YES 0 NO If a spot fan is designated as a whole house fan, theme �aclshall be the larger CFM requirement. g aP tY g q 71" house fan: Location_ attic fan is closer than 4' to /174 -i' /'n Sone rating /JO (< 1.5 if ceiling) O Whole house fan is listed /labeled "for Continuous use." O Whole house fan wiring for control routed to central location. O Whole house fan shall run continuously: Kitchen rate 25CFM, bath & laundry rate 20CFM. in Integrated forced -air furnace ventilation (IAC Code S. 303.1.2(b)) shall be used instead of a whole house fan and fresh air inlets in the bedrooms: 0 YES 0 No O If yes, a 6" outside air inlet duct with damper limiting the ventilation rate to .35 -.5 ACH, shall run from the building exterior to the furnace return plenum. ❑ Mechanical ventilation fan ducts shall be z 4" and properly sized using IAQC, Table 3 -3. El Fresh air shall be provided for each unit as follows: (IAQ Code, S. 302.6.1): 0 Each bedroom: Tested, screened, controllable, through -wall port ( >_ 4 sq. in.) to the exterior. 0 Overall living area: One wall port as specified for bedrooms. OR: ❑ Central forced air furnace which delivers outside makeup air through the ducting system. ENRGYCOD.DOC 2/13/97 CITY OF C ,JKWILA L 0 -7 Jt _ Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 H -15 ACTIVITY #: MINIMUM VENTILATION REQUIREMENTS FOR RESIDENTIAL OCCUPANCIES FOUR STORIES AND LESS Chapter 51 -13 W.A.C. Source specific and whole house ventilation systems are required for residential occupancies. In addition, exhaust ventilation fans must provide specific performance ratings and (in the case of the whole house fan) specific "Sone" ratings. Fill in the exhaust fan schedule below with the fan manufacturer's name, model number and performance rating. Secondly, check the criteria that applies to your design. ENRGYCOD.DOC 2/13/97 .r CHAPTER 6, PRESCRIPTIVE OPTIONS FOR ALL "R" OCCUPANCIES, CLIMATE ZONE I NOTE: Carefully review the requirements of each of the options in the charts below. From the table that refers to your heat source, choose the option that best suits your dwelling design. Glazing percentage determines which option to choose. Your building design must match the selected option requirements without exceptions or substitution. Design drawings must indicate all applicable requirements from table. HEAT SOURCE: OTHER (gas, oil, propane, heat pumps) OPT II OPT III OPT IV O RS 0 OPT V 0 OPT VI* OPT VII* 0 0 * < two stories The " > symbol means more than or equal to; " <" means less than or equal to. 2 Glazing trade -offs may be made if the Option U -value requirement is not exceeded. PLAN REVIEW (for official use only) Option may be a better Selected Option is appropriate for this dwelling design. ❑ YES ❑ NO choice. Notes: Approved by: Date: NO MANUFACTURER FRAME MATERIAL MODEL # SIZE U -VALUE AREA S.F. `i .6624..--/ . i p • 1 Jyti4--/ /o o y y d : z 6•y I I 1 I ' l 5' S . C O' 2 c> / 1 i I ' ' S 5 , ilK .2-- .c Z / , 1 ) 1 / ' 3 ° 1 ,'f `/ 2 I I 1 1 3- ° y f y [ 2 / / �J l 6' e c' 5 ' . 1- 1( 1 /0,g 2 -7' 2 o s Y S 1 l'0 Z 2 d 1 ° ,I / /‘ / / s 5 / S ° 3 G /8' TOTAL GLAZING AREA ENRGYCOD.DOC 2/13/97 .. tt. R* t:! r:+ i.'+.:: y5 t4r•+!' h' Nt' f• q'.:' A; r?.( t'. Lrjih,• C r•: d' n..` ht: 1�Y' L'. h" r?. Yk• q•. t; wll N+ o�+' 1•• 4." 17 .T.`»x•Y.SUI($5T"."!' fig' P.' M'^. vf• HV1:'R" i' 1 :t 6 V::+•'+'+'S4A'1�i" CITY OF.'UKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 S.F. + TOTAL CONDITIONED FLOOR AREA /75.5 S.F. x 100 = PROPOSED GLAZING PERCENTAGE L /z ' H -15 ACTIVITY #: WASHINGTON STATE ENERGY CODE RESIDENTIAL COMPLIANCE FORM PRESCRIPTIVE APPROACH 1. HEAT SOURCE: �i95" (gas, oil, propane, heat pump, electric) 2. WINDOW SCHEDULE: Fill in the window schedule based upon the proposed residential design and calculate the glazing area as % of the conditioned floor area. 3. CHECK PRESCRIPTIVE OPTION: Glazing percentage will determine which option to choose. Mark option at top of column. (See back of this sheet) WINDOW SCHEDULE GLAZING /SKYLIGHTS BY TYPE TOTAL GLAZING AREA 44 / (add entire column) 3'b a5 The proposed glazing percentage must be Tess than or equal to the glazing percentage listed under the prescriptive option that is selected. 810 SLIDER CLR CLR Air 3/4" O.A, M BB .49 .50 2,04 R value CLR CLR . Argon 3/4" O.A. BB .48 .48 2.08 R value CLR LowE .085 • Alt 3/4" O.A. CLR LowE .085 Argon 314" OA, LowE .085 CLR LowE .085 •Air i ,{ 0,A,Tri-Pane M 'BB .38 .37 2.70 R value M BB .34 .33 3.03 R value M BB .29 .28 3.57 R value 820 SINGLE HUNG . AA BB .49 .50 2,04 R value M BB .48 .48 2.08 R value AA BB .47 .47 2,13 R value M BB .38 .37 2.70 R value M BB .36 .35 2.86 R value AA BB .34 .33 3.03 R value AA B8 .31 .31 3,23 R value M BB .29 .28 3.57 R value AA BB .25 .25 ,. 4,00 R value ,4• • 830 PICTURE M BB A9 .49 2,04R value 850 CASEMENT M BB .44 .45 ' 2,27 value M BB .43 .44 2.33 R value AA BB .35 .35 2.86 R value M BB .32 .32 3.13 R value M B8 .28 ,27 3.70 R value • 860 AWNING M BB • .44 .45 2.27•R value • M BB .43 .44 2.33 R value AA BB .35 .35 2.86 R value M BB .32 .31 3.23 R value M BB .28 .27 3.70 R value ?F^ �Di CL`s {iN.Y /"t' <I'.1 -11v /.C";. ".V:f i'�i!f N� {:':T'*:W "JY4lW.:.YSI +:.Y2r��t�•, 1'i tii {:f•,5: ��XiAA'.••'4'�,:'�l�r.: �f51.\ 5+` �N' t(„ w;•«. t: SC."• 1Y=.) ,�4- '•4s'c ,lv.lnRY:Kiu1,11.1T 't r NFRC 100 -91 Procedure • Theriirtil Performance rated at t SI .L sizes U Values are NFRC Certified AA sizes sre commonly referenced to as'residentlsl' sizes. BB sizes ire commonly referenced as "commercial" sizes. • R values are calculated using best case U values. Thk f"tnrmnlinn is iiM el in chnnne w lhnn$ nnlir• - Pbn ' rhrrlr vilh fnrinry Mr nnMa"A ; "r "....it.. :'yaa n +r_tra ,r, f 77 • Releated 84.9S •, CLR • I CLR Air • 1 3/4" OA CLR CLR Argon 314" OA, CLR LowE .17 Air 314" O.A. • CLR LowE .17 Argon 3/4" OA. LowE ,17 CLR wE .17 Air 1" O,A Tri•Pane 620 PATIO D 00RS . BB .50 .50 2.00 R value • BB .48 .48 2,08 R value M BB .38 .38 2,63 Rvalue M BB .34 .34 2.94 R value M BB .29 .29 3.45 R value ?F^ �Di CL`s {iN.Y /"t' <I'.1 -11v /.C";. ".V:f i'�i!f N� {:':T'*:W "JY4lW.:.YSI +:.Y2r��t�•, 1'i tii {:f•,5: ��XiAA'.••'4'�,:'�l�r.: �f51.\ 5+` �N' t(„ w;•«. t: SC."• 1Y=.) ,�4- '•4s'c ,lv.lnRY:Kiu1,11.1T 't r NFRC 100 -91 Procedure • Theriirtil Performance rated at t SI .L sizes U Values are NFRC Certified AA sizes sre commonly referenced to as'residentlsl' sizes. BB sizes ire commonly referenced as "commercial" sizes. • R values are calculated using best case U values. Thk f"tnrmnlinn is iiM el in chnnne w lhnn$ nnlir• - Pbn ' rhrrlr vilh fnrinry Mr nnMa"A ; "r "....it.. :'yaa n +r_tra ,r, f 77 • Releated 84.9S •, CLR CLR • Air.. . 1" O .A. , CLR CLR , Argon.. 1" O.A, CLR LowE .18 Air 1" OA, CLR LowE .18 Argon 1" O,A,' AA 6B ,33 .32 3,13 R value LowE.18 CLR LowE ,16 1.3/8" r 0.A , M BB .26 ,25. 4,00 R value 1000 TILT- TURN AA BB .44 .45 2,27 R value AA, BB .43 .43 2,33 R value M BB .36 .36 2.78 R value ?F^ �Di CL`s {iN.Y /"t' <I'.1 -11v /.C";. ".V:f i'�i!f N� {:':T'*:W "JY4lW.:.YSI +:.Y2r��t�•, 1'i tii {:f•,5: ��XiAA'.••'4'�,:'�l�r.: �f51.\ 5+` �N' t(„ w;•«. t: SC."• 1Y=.) ,�4- '•4s'c ,lv.lnRY:Kiu1,11.1T 't r NFRC 100 -91 Procedure • Theriirtil Performance rated at t SI .L sizes U Values are NFRC Certified AA sizes sre commonly referenced to as'residentlsl' sizes. BB sizes ire commonly referenced as "commercial" sizes. • R values are calculated using best case U values. Thk f"tnrmnlinn is iiM el in chnnne w lhnn$ nnlir• - Pbn ' rhrrlr vilh fnrinry Mr nnMa"A ; "r "....it.. :'yaa n +r_tra ,r, f 77 • Releated 84.9S •, I�t�u uctlons: Sea reverse. Building Component A. Window,tikyUght1 Sliding & tlwfngind Olatw Door, Gismo Block Opaque Door c, Roof/CelUng Insulation MAR WED 10:14 I D : U. Wail Iniu1adWt (above and bNow 9rede) F., Floor Over Unheated $prd insulation F. Stab On Grads Floor Perimeter Insuistlan 0. Basement floor h. Infiltration RECEIVED CITY OF TUKWILA MAR 0 71997 PERMIT CENTER Department of Construction and Land Use SEATTLE ENERGY CODE Description Including U•Value or Mato Single Dour, uhlw$d AMM•Neted AAMA•MMd Mi A -Wiled Othrr Wood 1.314 w /parade Wood 1.3/4 solid core Instil, motel w/o TO Instil. metal wfTB Other None R -19 R•30 R•38 R•49 None R -11, metal studs R-11, wood studs 0.16, wood studs R -19, mead studs R•19, wood elude R -21, wood sands R•19 + R•a rigid Ft- None R.11 R -19 R.25 R -30 .p. None R•5 R -10 R None , Pre 1990 Pat 1960 Y. ecti e:r. TEL NO:206 8 Project Address: Date of this submittal' Project Number: EQUIPMENT SIZING FORM (U • 1.200) (U .0.900) (U - 0.750) (U. 0.65o) (U • 0,400) (U . _) (U .0.570) (U - 0.330) (U • 0.400) (U - 0.200) (U • (U - 0.400) (U - 0.049) (U .0.036) (U- 0.031) (U - 0,027) (U • (U . 0.250) (U.0.140) (U - 0.068) (U. 0,076) (U . 0.110) (U - 0.062) (U • 0,057) (U - 0.046) (U - ) (U- 0,134) (U . 0,056) (U . 0,041) (U - 0.034) (U . 0,029) (U • ) (r= • 0.730) (F . 0.580) (F . 0.540) (U . 0.032) (.018 x 1,2 ACH) (.019 x 0.6 ACH) Tots) - Design Heating Load (DHL) In STUN II electric, divide by 3.4131w DHL In watts Divide DHL by (.._ _._. Heated Boor area) .'•;'•` �' C' i:;: iS' 3 ?';? ST.' t1∎ r.: H6^;"*,r. e:vit.114'.rT.'cBtsVY!A'Il'+".' 1e; Heat Loss Factor (HLF = U x46 °Qt) 55.2/SF x SF • Fj't tin 41.4/SF x SF • C?2 B1Ui, 34.5/SF x SF • 29,9/SF x OF - 18.4/SF X SF - /SF x SF • 26.2/SF x SF . 15.2/SF x SF - '�',-�]� 18.4ISF x � SF • , Vl 9.2/SF x SF . /SF x SF . 18,4/SF x SF - 2,3/SF x SF - 1.71SF x SF 1,4/SF x - _..__- SF - 1.2/SF x /SF x 11.5/SF x 6.4/SF x 4,0/SF x 3,56F X �- --.- SF 5.1/SF X c-d� SF 2.9/SF x 2.6/SF x SF 2.1/SF x SF - /SF x SF 6.2/SF x _-... SF 2.C'SF x SF • 1.91SF z ; �� SF • 1.6/SF x SF 1.3/SF x /SF x SF 33.6/LF x LP 26.7 /LF x LF 24.8/LF x lI LF • ILF x lF 1.5/SF x SF • /6F x 1.0 /C F x 0.5/CF x July 1991 Component Component Line F (HLF SF, Cubic Feet (CF) LF or CF) - Permit Number: - .._...... duo SF . SF SF . SF - SF - SF - SF • SF .. CF - CF )1691 P01 1iTUr+ BTUh BTUH BTUh BTU $TUN BTUfi BT Ufi BTUH t3TUH R1'UH BTUH BTUH BTUH BTUH BTUH BTUH BTUH BTUH 8TUH 81 UI•I WWI Mutt LITuti BTUH BT Utt BTUfi BTUH ::k � ''f '�� J BTUH �'c� d -_ UTUh BTUH BTUH BTUH BTUH BTUH BTUH ot Watts/Wuivo loot 7A -70' STUN of Watts BTUH ut Walt. U BTUh tit Wow: Space Hosting Equipment Siring Limits Mi it nxrn required oqutpmenl size • DHL x 1.0 - MaxHrwm allowed equipment sire - DHL x 1.5 • Proposed equipment rite (Output) (For pas•.a*nd olt-f equipment exceeding 1 W /u t DHL, end with output of 56,000 BTUH of less, sou IOW' 1:v - . i ri4kYlt: tt! s31q�, 4SaYi�:+ 6K�ti:!"iRk;Y'1WF.'kCl2{: ^ Xe;rc OWNER: Ow er (Signature) Street Address (' dad .fit City of Tukwila Department of Public Works l /V /7 L,/ /' get Owner Print Name) Phone Page 1 of 2 UNDERGROUNDING AGREEMENT WAIVER TO UNDERGROUNDING ORDINANCE OBLIGATION FOR FUTURE UNDERGROUNDING 3 6 -9 7 Date ��?1�Rfdtl� The proposed development at: LI 0E (, S 5--t- (street address) Parcel No.O(}4Q( undergrounding per Ordinance 486, 924 and 1321. In compliance with the requirements of Ordinance No. 1607 the property owner of this single- ' family development has demonstrated application of the Underground Ordinance will create undue hardship if carried out as part of the development. ,.Z ©G A 4/1- /rf John W. Rants, Mayor Ross A. Earnst, P. E., Director bcrT 007 ) ,The Owner is obligated to participate in funding future undergrounding improvements for their proportionate share of said undergrounding fronting their property. Furthermore, if the L.I.D./U.L.I.D. process is used to carry out the construction of this undergrounding, the Owner waives the right to protest L.I.D. or U.L.I.D. formation for this undergrounding. Owner retains the right to contest the method of calculating assessments in such L.I.D. and the amount thereof to be levied against the Owner's subject property, and other property owned by Owner which would be within such L.I.D. This Agreement shall be recorded by the City Clerk with the King County Auditor as required by Chapter 35.91 RCW and the cost of said recording will be paid by the City. This Agreement shall be binding upon the parties, their respective heirs, legal representatives, assignees, transferees and successors. This Agreement runs with the land. SP, - %1e w , 9,-/// City, State, Zip (8/93) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 4313665 STATE OF WASHINGTON County of • K (3- . ".• On this day personally appeared before me Aa. . DAL to be known to be the individual described in and who executed the within and foregoing 4 IS instrument, and acknowledged that N c signed the same as voluntary act and deed, for the use and puiposes therein mentioned. CITY OF TUKWILA:. (C:docl7) Page 2 of 2 • free and f• , 1 " f.:. Given under my hand and official seal this 2 Co day a fv\ A./L6 19 c _ • . on/ 0 T A X0 1 1 , ..1 - 1 -.- szns(f-: • t u ; PUBLIC TO AND FOR THE STATE 0 *AP .. /.(VoilINGTON, RESIDING AT 3 N. ........ ... '‘‘ City of Tukwila Department of Public Works 6300 Southcenter Blvd., Suite # 100 Tukwila, Wa. 98188 Dear Sir: We would like to apply for variance on underground power due to financial hardship. When we projected our costs for a construction loan, we estimated the power costs to be $300. Installing an underground power per your requirements will cost us $1,570.66, bringing us $1,270.66 over our projected costs. We are applying for variance because we do not have any funds allocated for this additional cost. This will created extreme fmancial hardship on us, as we are already experiencing so much unexpected expenses in land development. We hope for your favorable response to our request. Thank you very much. Sincerely, Ca it 1,4f, Darryl E. Doak, Sr. President ]Doak Homes, Inc. Fire: Department Review Control #D97 -0071 (511) Dear Sir: City of Tukwila Fire Department F. i�hY. �Mr. l' n�.... rwMYx«N.J+MM- w.w.✓wra...w..1'ww rVwV 4.44M.M4N.A.M..l.Wiw.44∎41Ud V1.. March 19,. .1997 Doak Homes, Lot 2 - 4056 South 148th Street 4 . In l i e u of a f i r e hydrant., an :, {approved r es i dent. i i • .. ... .. .. • G ».. 1 .. • ••.:..• i t 1 � l : UV ° � .. ... �., v..� John W. Rants, Mayor Thomas P. Keefe, Fire Chief The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided with an approved turn- around area. Access shall be within 150' of all portions of the buildings. (UFC 902.2.2.1, UFC 902.2.1) For short plat development (four single family homes or less), hydrants shall be placed so that a hydrant is within 250 feet of a building. Distance from a hydrant to a building is measured along the path of vehicular travel. The hydrant must flow a minimum of 1000 GPM at 20 PSI residual pressure. 2. Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 1/4" Pentagon open -lift operating nut. 3. All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (UFC 901.3) City of Tukwila Fire Department John W. Rants, Mayor Thomas P. Keefe, Fire Chief " • : : , • • , ire;sprinkler system may be installed when vehicular. travel distance from the nearest hydrant exceeds 250 feet. Acceptance of residential fire sprinkler systems shall include field verification of GPM and residual pressures meeting or exceeding the listing for the sprinkler type. 5• Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street.. Numbers, shall contrast with their background. (uFC 901.4.4) COntact The Tukwila Fire Prevention Bureau to witness all, -required inspections and tests. (UFC 10.503) (City ::Ordinance #1742) Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila 'Fire Prevention Bureau cc: TFD file ncd • - • • • 0. 4.4l ...mum, A •NAA ArawANNAY .60.0.1114 • . , -:„ .. • i “.",J 4 l'hone: .575•••;4;i4 DATE: PROJECT NAME: PLAN CHECK NO.: Plan Reviewer: PLANNING DIVISION COMMENTS March 13, 1997 Doak Homes Single Family Residence D97-0071 Contact Nora Gierloff at (206) 431-3670 if you have any questions regarding the following comments. Building setbacks must be clear of all structures over 30 inches high, except that roof eaves may intrude a maximum of 18 inches into the setback area TMC 18.06.740. It appears that the bay window and the roof eaves intrude at least 2 feet into the required 5 foot side setback (south site of site). The building design or location must be changed so that the building wall is outside of the setback and the intrusion is reduced to a maximum of 18 inches of roof eaves. • March 12, 1997 City of Tukwila Department of Community Development Steve Lancaster, Director Mr: Darryl Doak Doak Homes, Inc. 11917 - 4th Avenue Southwest Seattle, Washington 98146 Dear Mr. Doak: SUBJECT: Development Permit Application Number D97 -0071 Doak Homes - Lot 2 40AvS &S158St This letter is to inform you that your permit application received at the City of Tukwila Permit Center on March 7, 1997, was reviewed at the March 11, 1997, plan review meeting. Your application was determined to be complete. Your permit has begun the plan review process, you will be notified of any required corrections or when your plan is approved. If you have any concerns or questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. Sincerely, Lexii,t57r7 Kelcie J. Peterson Permit Coordinator File: D97 -0071 P97 -0022 FILE tort John W. ' Rants, Mayor 6300 Southcenter Boulevard, Suite 11100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431.3665 SVII1 11 MStl ►CT 401 CERTIFICATE OF SEWER AVAILABILITY ❑ CERTIFICATE OF SEWER NON - AVAILABILITY ❑ Building Permit . ❑ Preliminary Plat or PUD hort Subdivision ❑ Rezone or Other Proposed Use: [Residential S.F. ❑ MulitFamily ❑ .Commercial 0 Other APPLICANTS NAME 1 V (ID coPELAN PROPERTY ADDRESS OR APPROXIMATE LOCATION 40553 -- S. / 4$��' LEGAL `r DESCRIPTION LA (9 ,61k_7 Aileows Nar *. (es (Attach map & legal description if necessary) ++++++++++++++±++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ SEWER AGENCY INFORMATION 1. a.r" Sewer service will be provided by side sewer connection only to an existing 6, size sewer OA/ ect from- the site and the sewer system has the capacity to serve the proposed use. ORII- - b.l I S service will require an improvement to the sewer system of: Lj (1) feet of sewer trunk or lateral to reach the site; and /or ' (2) the construction of a collection system on the f -� site; and /or C.�! (3) other (describe) 2. (Must be completed if 1.b above is checked) aJJ The sewer system improvement is in conformance with a County approved sewer comprehensive plan. OR . The sewer system improvement will require a sewer I comprehensive plan amendment. 3. a. The proposed project is within the corporate limits of the district, or has been granted Boundary Review Board approval for extension of service outside the district b.L or city. OR Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: a. District Connection Charges due prior to connection: GFC -450 0 LFC /500. °° UNIT TOTAL /9(- FE'. 5 ` 4 b� -- (Subject to change on January 1st) av�0� Lo-/— METRO Capacity Charge $750 billed by METRO after connection to sewer system. b. Easement(s): — Required Maybe Required c. Other: I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from dat$ Signature. CITY OF TUKWILA MAR 0 7 1997 VAL VUE SEWER DISTRICT Manager, T. J. Matelich or Inspector, Steven Fletcher 3 -/1 -96 Date Dcil- 001 1 PERMIT CENTER 271.09 211..446' 4046 268:4: 4058 Y. CERTIFICATE OF WATER AVAILABILITY PART A: (TO BE COMPLETED BYAPPLICANT) ..� R.D9 ' 7 . 00l e .Address Phone: . [� Q' t� Ffovie i Li C Owner Nam / 1 �J _ / /ft ) q7H � � Se crl f -/e 93/Y 2Y4-65 A ' ��L1 / C C w n ent or Contact Person/Name/Phone: [� Agent 390 - 9 77? Site Address (Attach, and legal description showing hydrant location & size of main): yos so ;10 ? sT T v l t mY This certificate is submitted as part of an application for ❑ , _Residential Building Permit ❑ Preliminary Plat Short Subdivision ❑ Commercial /Industrial Building Permit ❑ Rezone • . O' Other. 3. Estimated number of service connections and meter size(s): Vehicular distance from nearest hydrant to structure: a-s ft. Minimum needs of development for fire flows: // OO ° gpm at a residual pressure of 20 psi. Source of minimum flow requirement: 13 Fire Marshal ❑ Developer's Engineer ❑ . City ❑ Insurance Underwriter. ❑ Utility ❑ Other 6. Area is served by: (LI ity) Owner/Agent's Signature: iT) g � a /2 ., (Reverse side to be completed by water utility and governing jurisdiction) Date: 76 05/06/94 RECEIVED CITY OF TUKWILA MAR 0 7 1997 PERMIT CENTER PART B: (TO BE COMPLET( BY WATER UTILITY) c). 1. The proposed project is located within 174 /LIZ' (Pr ict' 1 (City ounty) t 2rOaev, equir.ed to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: Agency/Phone I hereby certify that khe above information is 'true and correct. k4 /1.4.4 Ct/A-Vtit. o&-T4 14A4AJ Age 'Phone ?Act --nr1 By 1. Water Availability -,check one • 0 Acceptable service can be provided to this project. • • r' I t 3. Based upon the improvements listed above, water can be provided and will be available at the site with a'flow of pr g pm at 2Opi residual for a duration of 7 — hours at a velocity of /3.6 fps as documented by the attached calculations. PART C: (TO BE COMPLETED BY GOVERNIIVG JURISDICTION) 3-43 Date • • ••-• — - C3 Acceptable service cannot be provided to this project unless the improvements listed in item #C2. are met. • I. System isn't capable Of providing service to this project. • 2. Minimum water system improvements: (At least equal to B2 above) By •. Date -.• 05/06/94 ENTIRE TRACT: LEGAL DESCRIPTIONS LOT 19, BLOCK 7 ADAMS HOME TRACTS, ACCORDING TO PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, IN KING COUNTY, WASHINGTON LOT 1: LOT 19, BLOCK 7, ADAMS HOME TRACTS, ACCORDING TO PLAT RECORDED IN VOLUME 11 OF PLATS PAGE 31. KING COUNTY,., WASHINGTON; EXCEPT THE NORTH 170 FEET THEREOF AND EXCEPT THE SOUTH 10 FEET THEREOF' REJECT REJECT TO AND TOGETFER WI11-1 AN EASUIDIT FOR INGRESS, EGRESS MD UTILITIES-DESC BELOW L OT 2: 2 T H E SOUTH 60 FEET OF 71-E NORTH 170 FEET OF LOT 19, BLOCK 7, ADAMS HE TRACTS, ACOORDING TO PLAT RECCRDED IN VOLLFE .11 OF PLATS PAGE IN KING CCINTY_, WASHINGTON; 9J3,ECT TO AD TOGETI-ER WITH AN EASEWENT FOR INF_SS, .EGIT_SS AND UTILITIES-DESC BELOW LOT 3: THE SOUTH 60 FEET OF TI-E NORTH 110 FEET OF LOT 19, BLOCK 7, ADAMS HUE TRACTS, ACCORDING TO PLAT FECOFDRO IN VOLUvE 11 OF PLATS,_ __. PAGE IN KING MINTY, WASHINGTON; SU3JECT TO Aft TOGETI-ER WITH AN EASEMENT FOR INGRESS, EGRESS ND UTILITIES-CESC, BELOW • LOT 4: __' THE NORTH 50 FEET OF LOT 19, BLOCK 7 ADAMS HOME TRACTS, ACCORDING TO PLAT RECORDED IN VOLUME 11 OF PLATSL_FAGE 31, IN KING 00UNTY, WASHINGTONL SU3JECT TO AND TOGE1119i WITH AN EASBINT FOR INGRESS, EGRESS AM UTILITIES-DESC .BELOW EASEMENT:, BEGINNING AT THE SOUTHWEST CORNER OF LOT 19, BLOCK 7 ADAMS HOME TRACTS, ACCORDING TO PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, IN KING COUNTY, WASHINGTON' THENCE N 1'06'14"E ALONG THE WEST LINE THEREOF,A DISTANCE OF 10.00 FEET TO THE TRUE POINT OF. BEGINNING; THENCE S 87°53'24"E PARALLEL WITH THE SOUTH LINE OF SAID LOT 19, A DISTANCE OF 30.00 FEE t' THENCE N..1°06'14"E 162.30 FEET' THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 20 FEET, A DISTANCE OF 31.42 FEET; THENCE S 88°5346"E 35.00 FEET' THENCE N 1'06'14"E 20.00 FEET; THENCE N 88°53'46"W 35:00 FEET' THENCE ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 20 FEET, A DISTANCE OF 31.42 FEET; THENCE N 1°06'14"E 45.00 FEET' THENCE N 88°53'46"W 30.00 FEET; THENCE S 1°06'14"W 266.78 FEET TO THE.TRUE POINT'OF BEGINNING. t . iiiiiiiii • RECEIVED CITY OF TUKWILA MAR 0 7 1i97 PERMIT CENTER 3IGNATURE. "..41 • 4 ISSUED BY DEPARTMENT OF LABOR A D INDUSTRIES .RECEIVED CITY OF 'TUKWILA MAR O. 7 PeRMIT CENTER "..A.4:. . ..•'' ,7 70 Ci.? TRATI '.: ,. '.;'... '•"; r'''''' 1 . . . . A • . • xpIRATION'DATE:,, : ': V 4.....,*. :•' .. ..1.',A'a .-/ ' ' ',' "?`-,;...;.,;...,,:,!, 4,, .,,-, , it 7 :-. :, . • i _ .. 1 ,,......„:-., ) ; . .., , , • S. . * , : , , N, • , J , .! . 5!••1' 0:.• ....,,,,. : i r ,,, 0 ..,: .3 . , .0. . ..1 .. . 1. .. ..4 , 3IGNATURE. "..41 • 4 ISSUED BY DEPARTMENT OF LABOR A D INDUSTRIES .RECEIVED CITY OF 'TUKWILA MAR O. 7 PeRMIT CENTER clerstand that the T:' ,L,I !j; 'Or; and - - e‘' , COde , pe; CRANE DESIGN INC. HAS TAKEN EVERY EFFORT TO INSURE THE ACCURACY OF TINE ATTACHED .DRAWINGS, HOWEVER IT IS TI RESPONSIBILITY OF THE CONTRACTOR TO CI-IECK AND VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. L IM 7 front elev. PE uEese SEPARATE PERMIT REQUIRED FOR: MECHANICAL P LUMBING 4.QAS CITY OF TUIC BUILDING DIVI:i,t0N geit0 030g.0"3,M6"Xia3 ia IMUKin,22051Z3xiSan6 • M OUL•1•11EM•MNIN&KA4 , 71C-t:d LW' IN ■11111/ MIN nontle, • Nom 111 priin 1111 — umium • ...., 1 tgato81 wilis 2.0 ,• ..,.._,-,.. et • IS., —...._,I.11111111W --- .--- MUM . • 1111a;;.•:,,5,-- .- MOM MIN 4-- ..OA ,:,-----' )031s,.. 4tifitdiailtl,'Al. .41111711 .01.i ...ill:pm BUILDER SPALL 114E FIONTR ETCRED •TRACK RADON MOWER MTN INSTILLATION INSTRUCTIONS AND 10.At7ON INFORMATION SI-IEET8 AT FINAL INSPECTION 1-10USE NUMBER OR ADDRESS tO t3E POSTED ANt' PLAINLY vI8113LE oM STREET FRONTING STRUCTURE coNneAcTost to ci4Ec1( , AND vEltlIrr 15011. AND SLOPE CONDITIONS PRIOR To coN811eilc11ot4 CRANE DESICIN WALL I3E NOTIFIED OF ANY ORANGE DUE TO CONDITIONS at WEN istals■ ramoritesee.ansmvssoftbswoussrakiefitikatetsiftitliastlassibilipmideak66461 fabio**AelehOMA__ apt ani u m a tms Gad weft Preidglis WNW TO 1111. POMO 110 Peormestastrernetkosnorweembiddl._fteladIANUI_Millnali sommemswaaporsAuseisiesseserimonampswisomisoassareelvtesestandtbsimilamosmompeommA SEISMIC ZONE: 3 WIND SPEED: SO mloh WIND EXF'OSURE: OCCUPANCY: R3/UI Drown e • 1p2 dining - gATIpiC efehR lilting , $0" 4 . 1004% P a 1, a 0 NOTES: GENERAL NOTES • All Modems to bus SW or 82 or lit" arfl (la" stddmills) anise* ethereisebetSd. • All exterior $ penile was yells to be lnt" 'tads. • Contractor shall check end verify ell dimensions prior to constriction: 4 See sheets S-1 through 11-1 for constresuou and nailing speciLications. • All interior wells oift refer to typ. Ibter. Wall sheet S-1. • Gutters 1 dowielponti to be • provided es required by code. 4 Dbl. joist ender all parallel wells (if over 5•0" or PO" that do Mat stack owl* walls below or sp beams) nell toqstb.r with a lid at staggering Lofting members. • All bolts at datellif3/4• min. obo•■■ double or larval* nadsills for maims' end mks. t. Au.exeseorl mom* TO ee 6•-e• HIGH x 3-0' WIDE(MIN.) UNLESS NO/ED C2THEINIUISE 2. ETERIOR DOORS TO NAVE MAX, ltilemat • STEPS WITH MN. 36' DEEP LAMIN6 PER SEC. 1004J0 WS= 3. PROVIDE PIRESTOPS a ALL CONCEALED DRAFT CIPENII•eiet PER SEC. 108 A. ALL 614aikR ENGLoSEURt DR. TO °MEN OUT IN NOT SUMAS TO ISE SAFTY GLASS. S. PROVIDE 6x POST OR 6' CONC. CURS TO PROTECT MOT WATER HEATER 1 FIONA= PROM VEHICLES. LIVING AMA MAIN PLCORg 9 41 OR Pr; UPPER FLoollts lese, '.k Q. LO.LE FLOM ToTALs {100 ea• Pr• c...4foicA0 440 0 4g • FT; STCRAC..: - " 1 Co 70 • • • NOM rTh 111111*ER TO 01,11tET 8-3A froR NUMBERED ittEPERCE. • NOTE: TO 514r 8.4 • Pt:Re \-../ MULL MA iraUgh4ers-- • ary L 9 1997 PERMIT CENTER sasamgargessosoesestibrossesenssaosafishlosetia6/111106a51M6_4■6406i OW Ws CO no WS Ma Pseftst Ss Urea To A %lofts. yeomen sts•sweistow.austst noosonmaiossees WPINNINP OW lIsssotisaassi hisse.OssessbilObssmosioSsOaolltisb ausfskehMeggs 11 eitsonsemosp solisionsio CRANE DESIGN. INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET — SUBJECT TO CRIMINAL PROSECUTION. 1 'CONTRACTOR NOTE — All Dimensions Shell Be Checked And Verified Prior To Construction. ! ! Eir2eitalgibirl or r 1 v 6; t_ a X 1-6 -km= I tJ2''i' FLOOR FRAMING PLAN 1/4" 1 crL L1I ) ICod TT-_ rea TO E E 2 e OG.. N - 1 - terb. q ts.RE I.b IJI/ ID I t - IG+ - 1 1 , I . 6 a J OfeaSIEt9 40 E I <o /} // 6e- 1/ /c .D Nem -i'rt • J S,4 a of 6 P 6ePr • GENERAL NOTES 44 haulms to be Is, 12 DF « axe• II DF race studwa*,) Wen dimwits' noted. All mists $ perm Kann web to be Ise studs. •Cantraddt shall check and volt el dknensions pbrtooatstrucAan. Odors 3 dowcepouts.to be prortdd as matted by code.. • Vedie Isla under el prudellriE wale p oar till` or.!'-P "dab octet:*o srraMbebrretambit• bunts) ed csldageplerwlh;led•eti2'o.e. mp - gettnj between •Nbdbw sal.rdest3► mIrmkrsbore . awuesm�ln�e to wlmliwa end nuts. S T4.13, COPYRIGHT@ RECEIVED CITY OF TUKWILp APP. 0 0 199 PERMIT CENTER iAUV'Vtl •rat • E11 bea tai bN ist• Or 1a 0s isd• ON1 gala* � Mad. 111 exterior 4 garage vim utUi to a !d• ,tad,. • Contractor Oball chock and to T eton. • OM sheets S-1 tbsoagb i-4 for cosstsietioa mad salliaq specifications. • All Interior walls oar 3'0• refer to.typ. later. wall ▪ i-1. • 0Dtters i dovupuatS t0 be provided as required by coda. • Dbl. joist under all parallel v011s (if over 9'0• at S'O' that d, not ,tact e'er rills below or special beaw and �9 sail together with a lid at 12. 0.c. staggering between antlers. • All bolts e unread f /4• • sin. ahoy* doable or simile asdsi111 for mishits dad mats. SMOKE DETECTOR LOCATION P15510+ as WA, =CAN u4M eee�r+ emulation P lel'� 1900P1 u.1 .E mugs PAN 0 soul1 (14 b�r0a.a9 (choose err) O r�r, a b.ea,we�..� Q o�eoen n b. aa.a7 BO c i Moll wane PAW anw '. Ma* rran antra+,CT at e MC w�eea:ur cooea was AIR rtrlcal. Ai'F! 6 9 1997 PERMIT CENTER MMaelabl1PlMwrgwaM4 beabl fee/PIlIMPPOIDO1WStssaelkee 4rMt010.1 401 M�� 7ea0a1R1�OM�i1i�! wwua01MaSold MA NI mtwwr.aerww►rl*ran0r arhene el ONO itermastwomarieweseetemease aW Pisne .wauslimaMeaae snnq O,eretan0ew rear ®rwaaawwuew'apsrwMMOwelWwlawo Mt 17= NO NM And PC MIR 501111 := ! ?IR attain = 44.1 = sit 1 41 1 , " MUM 1. AU. PLOCM JOIST 1100 . Ili PP OZ . DETTEP lkLESS 14^ 0 : 2. SOLID ISLOCKiNG fibT ro iticeltED ler PEER MC. 2321.41.1. uatc. 3. ALL BEAM'S MOVE 1 TO I4AvE MFG. MTL 14AWILER3. • 14rAPID 22. 40 (t) WPM4 do 044e," failidOtIOn plan 1/4" air 0 "Nara .'Z (z) 4rp1p Z Z L tyi A10 " k'C GENERAL NoTES 4 All heddati 121 at 42. or (eV mi. (2sPietydwalls) Athol ethardela Oetid. 4 Ail a:cedar a gazsge . wait to- bi hi* mad-. " ' • Contractor sbali cbdeli �sd ; verify all disensieni prior to construction. • Aes shoats 1 thboaats 1 • for 'constrection _end !oiling • '' epeeificatiods • • All irttairior �sll. ever ill,' taint to typ. inter. well advent 0-J. • getters g • p..ad.d as requise# eods. • Dbl. 'obit shder ill,perellel walls .(If °vat S1Or 4 • that do not stacti'wer wills . beide cc 21141 beene • nail tog: pith a 1 at 12' o.c. stsliprine bs umbers. All bolts east waste! /4* Els. ebois double or I le uesbers•Abl., ssienaDaissalsessmenesposessi sae unto Me sew less twee rs Leese lea anessiOnseselleeremnseantehr solsesenueseeneaunskenusesedIssenessessaOcebseinseD41114birodk - • . . ■••■■• Oar.* NOTE. O REFER TO ti'ag4 4-M FOR SittIBEIRED iteFewic:e. POU VAT ION `k*t4i1l. 6 1G7 % 14+ 40sz ma i 150 eX le WWI 46 114H ltel IN 1& 16/.1140H rg01/1170 (p) la5 74:0t4r r RECEIVED CITY OF TUKWILA PERMIT CENTER it Arne /arm Area wuaa oeseuarraa par suramm� 'WPM r cdt 0 536- s e�'8®S.xl 7. r J T a A� "15b • CRANE RESIGN, INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON TI-119 SHEET — SUBJECT TO CpIMINAL Pp09ECUtION. °CONTRACTOR NOTE — '• unarm unemaiiimus- ROOF FRAMING PLAN 1/4", TRUSS NOtES: ALL TRUSSES Shag eery mere. erns $ be *weed & braved to rove t. epees. VS not be R e i d a red without Arta E . DEPt eaerevat d ereneedne eats. Shell how dwt ndAatb S drion9e en We ter Rey hiceeeten. M bnenra t tnediastebe In S U.NA. Provide screened Mackin ever ewes. Shaded sreies. Mine ever. moymtliTio 9 1997 PERMIT CENTER PV: SHEET . or S PLAN NUMSEt 00919t ATTIC VENTILATION CALCULATIONS -SAVE VENTING TO PROVIDE 1.71n2 PEA LINEAL POOT (PLP) -RIDGE VENT TO PROVIDE 1$1n2 PER LINEAL POOT -ROOF JACKS TO PROVIDE 641n2 EACH MIN. 24, 11dtM2 -ROUND GABLE END VENTS TO PROVIDE THE POI,LOWINO In2 (MIN) •12`1121n2 �1 A. Pirw•ed'OSn WWI 1 tarn) 7lria'*E' 1 embed e•M 7 e a t C. Own. In .a• ■1' - 74 wsim(.,Rsad well, (IwvSRxl) TiAt.O•wg3tel 17. SIR.c$,x■I Pp.,d SMI.. Common TRITON ed .17, 7A'■a'■1' Nedo.e.(ad1e,) Ir ..e . ElldJ E . - One-eotp ell betel panel N,In.p Id or r e (wile) )A" ■ !'' ■ in a. 1,.. (tee. (ReM) BICe11h11 required w d efts. 1 inks Selo OM w p.4.y IlsMeww • 1110011* ad ad - 7 .o- t1er).h Ir.erd panel Moles U me' ...(mlj..) 2.1'. t/' ., Sal IYee. Plt...d ..11519 Qwe Mel 5leehh.l et*.Irc1.1.1 ad/er 7 •echa h111 plowed w IMF p.d... Holdovers - 3NON et esi bd. TI Ith..ct theeed ;PE owed wile plod .4e4 re Raw e.d NI. pleas AA h blehe/ed le r.Prdng .Save. • Where JAN erepo.o1..dwb Mo.Me Sloctl e..derand M Pee with boned wdl pawls. O NI me rtt r; r3g Eel. CRANE DE VON, n(c Re SERVES PAL LEGAL RIONTS TD MATEItUAL ON IRIS SHEET - SUBJECT TO CRIMINAL Pgo®ECUTION. 4x PCSTS OR (1) 7. STUDS • MN. 11' O N PLTIbCD W/ Sd NAILS • 3' O.C. UN.O..>T WAJJEL. EAGA.1 E.'b. EXTEND PLYWOOD TO OvERLAP RIM JOIST 1 SILL PLATE Ur»-1 122 aft r613w1 -. 3900• CAPAcITT STRAP NO1DOI NS t MINIMUM UN.0 ' (SEE PLANS) CONC. FOUNDATION 1 coOT•G 1 NOTES: T *LL SCRAP UOLDOLLNS SHALL BE INSTALLED PEk MMR)FACTURER'S SPECFIG4110NS. INCLUDING CORNER INSTALLATION . 110 110t00I815 CAN OE USED AT EACI9 CORNER TO MEET THE REQUIRED LOAD. 7. ALTERNATE TYPES OP APPROVED WIDOWS CAN BE USED IN PLACE CP STRAP N (r OLDCENS. SUBMIT DETAILS FOR PeI4 1' ' PANEL AT FLOOR OYER CRAWL SPACE 1 2' • S' MIN. . (P4t'SCRIP R^RO'.6Iot.)' PAM 111 'TORT OUtL5IN44 VMS, II,;) 3.2 102 PLATE NEADEPP • werrE!'E.+fCSP'r1OtJ Poet 2 ®TORY •T1LUCTURE. IN7Ns FIR9T o1 D* Y or h t 4TORy n EACH.5'A•CI. 14+4.1• 5[ 1H[AYHED ON F.A. PAr R 5.yr$ w1JC.NOR 5ea1.14 run PwJ2L P9.AOe b e 59J2• PIPT►! POI16114 5)115 DOWI.t bttvlele UPLIPr ••R sIALL NOT 5t 9.2de9 1111214 5®00 9.59. 'CORTMCtC ROTE - **0•••••••• 5. So Chee1e4 P .d V•na® Etter TO Con.Ireellon, 2 • 2x SHIPS NAIL FINEAtUINO 10 EACH 52930 Sd NAILS PER TADLE 1 ;•I -Q 1 NA NAN CONY 7e 1 DeTTe r'1 ALT. BRACED WALL PANEL • it i APA RATED SLIEATUNS 3/5' MIN. I t .9 t I TI 2•4 13LOCKM At ANY PLYWOOD JOINT • • 4014022 .al EQIY.L APPROVED 1OOKED•END MOOD TO CONCRETE CONNECTORS 111193 ISO®• CAPACITY THOU 1 1x PLATES • NAIL 3,NEAtWI10 TO EACH PLATE (li) e0 ,13 1 0t+ , A.S. • o h9E)Jr IT GUAR P•OINT5 PRE 'Er l505,.(. R.( Hooky eve* Hel_IxtWN 9 NOTES, *4 WOO TAIL 4x 1'0656 OR (7) 71 551.108 • MIN. 24' O.C. I/2 PLT10000 W/ Sd NA115 e3' 0.C, AT rPUJL•1. BCtbCS. PP5• Dp. trz 41/ al& L'•o T Mll t. 3500 CAPACITY FLOOR TIE ANCF10915 5/5' DIA. M le A.D. (7) 211 ILAt!e 1 1 . � 90.1. SILL 014111 b50a % C1P4C STRAP UOLDOUd6 4 L ALL STRAP NOLDOILNS SHALL btl SWALLOW PER MANUNACTURER'S SPECIPICATIONS, INCLUDIP O CCII4!0 INSTALLATION. 1670 140LDOIW5 CAN @!E USED AT EACH CORNER TO MEET THE 115 =MIRED LOAD 3. ALTERNATE TYPES oP APPROVED NOLDCU.NS C,, +:ri 55 USEpp M pi.Ao2 op o 55RAP 19 1POI ,& .5JJ 01005. SUSHI DETAILS POI ®4DER AT C 90 ANEL AT MOOR OAK PONY WALL (t1IN7'131 LATERAL. PIE51RAINt PANEL) NAIL SIJEPTIJINQ TO INEADE5 AT 3' O.C. 2 .J 611106 NAIL Eu!ATUIN92 T EACH 131110 Sd NAILS AT 3' OC. ALL PLATES. UEADERS 1 STUDS APA RATED SUEAT`•ING 3/5' MIN. 24/0 EXP. 1 2 - 201 t!11.00ICIN5 AT ANY PI Jose A FlOOKEt' DD-END WOOD TO CONCRETE CONNECTORS WIN ssp CAPACITY (MIN) • PLATES • NAIL SuPATUnNO TO Cif PLATE (8) IT' DI . 15. - 1' PMEIEDMENT CONtINU FOOLING OR SLAB EDGE NOTE. OR MSS N 04540! J.••D WALLS 45 5940W5. F A PLOOR TERVENEE REUBEN FOUNDATION AND BRACED PANEL, THE PLY SHALL 0VEIa.AP THE RIM JOIST AND SILL PLATE. PROVIDE BOLTS AND PLYWOOD NAILINS AS SWOON. F use!" ABOv5 PONY WALL USE DETAIL 91, Cy,ETAIL 1110 `L v NO14 LAIR ADER SPLICE macaw 908* pt./4.1 Omer CiPAC1TT' 1TRAp TIE Al' emmt5).1 3/6• Pyrtecos, ®d MALI • 3' 0C. Kr p54s.L. etwee. 4x POSTS OR (2) to STUDS 9* OLOCK1913 • PLY1)000 JOINTS 2x4 TOP PLATE DEADER NAIL 2 HEADER AT r OC. BB 2 - 24 SAVO NAIL WEAPON'S t0 E4014 STUD Sd NAILS AT 1' OC. ALL PLATES. READERS d STUDS APA RATED SuEATaltis 3/S' 1•IN. 74/0 EXP.1 3 !R4 ELOCREdd AT ANT PLT60013 JOIST 14%4022 ex- APIPROvED HOOKED -!!b *WO 50 CONCRETE COrf9CtCRS Ip7N 2400' CAPACITY (MeV 2 211 PLATES • NAIL ORATIONS TO NACU/ PLATE ffilr - 1 1 CON5TUg1S FOO1IRk6 CR SLAB EDGE tID NOME. FOR USE M GARAGE END WALLS AS SAM. F A FL S / OEMEEN FOUNDATION AND BRACED PANEL,, THE PLYWOOD OvERILAP 'PM R21 JOIST AND 5191. PLAT2. PROVIDE 11401.00 20, BOLTS AND rt:nacCD NA'L.1G AS 5440121 F USED ABOVE PG aW L 935E DETAIL 6 1. ., PEAL RESTRAINT 904NEL) RECEIVED CITY OF TUKWILA AP &? 11 lJ ".-19 PERMIT CENTER CO►VEettllte 1 1 I I l 1 1 1 1 1 -1 1 -1 1 1-1 1 .,93•..1 •N• ERWOR. IC. REWIRES ALL LEGAL POKES to 3IA1EIUL 0.4 RAE SHEET - SUIUEC, TO Cmu1Nu M10,tCUTtDN GENERAL NOTES: I. CRAWL !PACE vENTILAT10. T1MT31 NET AREA.) Set Pt. FOR EACH DO SO• Pt, CF FLOOR AREA, OPEN•G$ 10 11E PLACED AS CLOWE 10 COtR4RS *5 1.7eAC11CAL AND WALL PROVIDE CROSS ■ENTLL4T1On W AT LEAST TED OPPOSITE 51085. UDC see. 2311.1 7. ova YALE, WO sstrucTED *CCESS,n91 *vv. SEC. 2$I1,b 3. ATTIC v5N?ILA ?IO41/50 CU A1tne AREA OR 11300 P V7 IS M ScAtIt AND 14 15 3' 433013E PLATE 3343 UDC SEC. 1 A. ATTIC ACCE34 MN 77••70. 3331 11!1 30' UEADROCi, Wc5STR10TED, READILT ACCE5EI3LE CF'E*•G. SEC..1503.T urc. 3. N ROR>r1! NOT PROv10ED 1311 4•4 OPEIRADLE 13NDOW C• 15 9031'. OR GREATER • ME0314NICA3. VIDOILATON SYSTEM, CAPADLE OP PRO■41390 3 413 CHANGES PER 3111173 SHALL Be PROvIDED, !130.3103 UDC. 1. vett DRYER D*M PANS. AND RANYE3/OVENS TO TUE OUTSIDE. 1. GARAGE AND 10115E 0CC11'ANCT eeRARATt04 MIL 1 uR TAPED AND 134I13WED. 9ECTICN, 402. A (3) ANC TAME 1-1311130- GARAGE 4310 BASEMENT SUPPORTS TO DE 1 343 33,9' TYPE 'x' ON EOUAL G1e 307 S. ME 1 9u0tER 9U*LL DE b' *DOA 1331934 ALCOR Wu WATER RESISTOR 840*31O. • r ALL !x1!3703 314.3 MAO-0 9u4LL DE Do.BLE 9L•7ED A`.o cc -.. 9179 131E 111.4 3.39"'171031 STATE ENERS• C00E. • !01139! N IPARY 94.!1 89 0 1 !WALL, HAVE • 1140 1 NET CLEAR cr!II31 P 3.1 SO. Pt. t1! tMENET CLEAR OPEN •G 1410341 03334!104 33ALL GE 11' MN. NET CLEAR OPEN•3 WOtu 013'40 O 70'. 130r307 CR CPEN 9311(1. NOT BE MCwE MAR 113 40rP.4 NLCCR W. 311EI•L403 CODE CC7'JA•CE PE* UDC. CHAPTER Tyl -D,AND LCC41 1 _311(0311 Ctrt. .'LS.: •EBAe AS PER SEC. 's101 ✓ 4 WARM !X17419104 • REARtu SHALL !x7!330 AT LEAST IA* 813081 THE •311 C•. AND At LEAST 9 1SEr'030.!3C1 S'DE C' THE EIRE PLACE 08333346. WERE THE •IREPL40E 6r'3 1S 3, 34 11. 108 3.38338 Tut N1ARTU EWTEN9104 Su*lt EXTEND AT LEAST 10' N 1QCw1 C• AND at LEAST t° 0!1030, E3C*1 SCE O Tu! 3REPL4CE 08!34•03. CCNC. CR 34314- 1 401 !!E 6u1-•O14? 0 C =Co *8433 R 4.PLIC*TION AND NSTALLITIC3 0 INSULATION AN0 vAACR Bac 0.04 y9A„ _.. '271" 1141331 STATE Cu 3*7u ENER6T CODE. �. GLa7 N CCP... 1311 5!0.2400! UDC 114130/07 330. A..= L .S.•e.'. W SIAM 914•!1•■ °Lass Lam ErCEPMC'45 ARE AS CVTLNED M SEC 3400. 3CC. . 'e. GLADND0 N 700/1 9.23JEC? 10 3371•34 11•4CT 9101 AS GLASS CN 060 GL47I1G W INNN U' 04 313314 910! 0' • A 1.008 00131346,61•790 010398 1u434 73' 10 • '1004. 9 006°5, AEO 1(33 3330.63)•33 9 CIn'Cn . , TET3 GLASS. LAMNATED Sett t7 GLASS ••,91* *TER Resist4NT PLASTI 00•. W.[ KIA•••eto 4.••91 A� trTV �+n. T. 9LID•47 GLASS DOORS 10 8e 348311 OLA[34G, LAMN *TED. OK 1331318 ED GLASS. '3 110•08 4NCLC9A903 WALL e! *•••0•90 913! 1e••••o •C!D. 1911313.130 014 L4MMATED !+8917 GLA94 08 !"A11le e03'31M it 11*311C, 9EC, 240111130. M OL*ZP0 TARN. '3' 0''406• 4NO GREATER T1w N LEAST DYQv91c*I 9ua3L 0013•7' WI1 1'•• SEE rt. ANS. 9!0.1400 AND Uee 91 AND4C7.A• 7RE00 •170 • P.BIIC rem*? R 1PS*1Eb 10.00 / oE4T4E•4 PER UDC SEC.•1.S71 , 1 3 36 STANDARD 13 .1 70. 11•6 •330E *394399 NO IE5PoNSIDILITY AS 10 tut 31T9 CHARACTER19TIC9 GP 113 50'L, me 00E5 3/•q O'*10E V!337 Tut ACCURACY CF 11.E WASINEERINO DATA 9)3PLIED BY 071 -E1! WERE SOIL APPEAR! 10 133 d POOR 01ALIIT, A SOIL END. REPORT 3 13E SUPPLIED. 13• CLIENT. CRANE DESIGN RA/ TAKEN 813131 EFFORT TO ENSURE 118 ACCURACY CF 134E ATTACWED DRIw•G9.'309EvER IT IS 131E RE3PC4S3DLITT CF THE 004137AC704 10 C1ECK AND v4R• ALL DEIEN9TC19. 71. 134E AT3AC.40 PLAN! ARE 111! 830•!371 OP CRANE DE3104. 1 ■46. ANT REPRODUCTION CA iNese PLANS WILL 13106313 0:7 LAW. TIE 310LDE4 CF 11.87E CRAURIGS rust PAT A PEE '6e 118 115E C' NNE MATERIAL ORR•1 OR BE 901)201 TO LEGAL ACt104 BT CRANE DESIGN INC. ENERGY NOTES: ENE*6T •OT!! PER 113 STATE 333407' CODE. •••ovTDE AND P1•414,1 ADDED 34!13.311034 LEvtl OF 711-39 CER M 1311 ELECTRIC 7!9771434109 PEAT R -30 =LAOS 1311 GAS TEAT R.30 *4LLTE0 0E 13.11 WILLS 3.19 PLOCRIS 0301113001/17E0 9•3689 11-10 AT SLAB 13148111!3 31514LLED U0R17CN1*LLY 74 •0ER 3148. WEN 00(014ET! 33.0019 AR! OTHM Tr CR GRADE. ALL GLAZERS 5 BE DUAL 6LAZP10 4230 m11% • 63.4190 9uALL Not 0x0880 733 6* GRC49 1!00'3 AREA POST 6AS 1 NEAT 79313 • 1!i FOR ELECTRIC RE31914NC3. ALL 0 1139 JONTS N Ex13R701 WALLS 3314LL DE SEALED. 041.31!0 OR u9AT31ERSIRU13D AT 6988 *13 LE4KAOE. M 433833433 vA3-C8 134333793 93.44.3. 133 3833333.7' 943141180 N 1001. N E4010580 344193 13'ACES.FOR*D WERE 083.908 AKE APPLIED 01RECILT t0 114 V•IDER3103 CF ROCS 144113■5. ALSO N EXTl1RIOR WALLS. N9t/ELE0 A 1•L 34334!!34 &MOW) COVER LAPPED r•O' At JOINTS AND !x3!•080 11• 10 POUl0ATIO( WALL (380)7070 AT ALL CRAIG. SPACES) •1140 1015!'341 9u4L3 BE SITED NO 04141!33 134431 3733 CF DESIGN LOAD *310 A 31347/1119 RATED 0.11311 CR 1414. t11R CC41RCLl1NO "311 St/.LT. 10 MORE 1HAN CNE 8004 9u4LL Have 4 NWg1? SETBACK. •'13PLf0E3 7P1ALL BE 33090!0 WT34. A 7L0H1LT 931190 PLUS DAMPER!. D. READILY 4CCE9 MANUAL CR •1110 CG 41ROL9 9'Ci3R9 931 *1.L WAVE A ROW CONTROL DEvICE TO LIMIT FLOW TO A 3111;. C' 3 0'11 PER SIICaER MEAD. WATER WAIVES ARE REWIRED TO el LABELED AS CC1'1PLYP0 W/ NAECA MST ELECTRIC WATER *EATERS LOCATED N 1101!41!0 !PACES 9)031 AS 6 *340!3 10 ea ••STALLED CJ AN NC0N'eEl31DLE 8493.43104 13.10 /ERA MORTRACTORTWEITE - AB DA•InWPR WI) 80 04.113 T ArA WANT 3.18 to Co*#h*1bn. STRUCTURAL NOTESt 7. 0891634 16A03 4 LOOP LIv! LOAD 1s 1•93 1,0441• Lo*o 31 1.9141313.E 4 3 319l e. P1.004 LIVE L0*0 4 0 P9P (10141, LOAD 10 Pea) C. 1!NE , %.0•014111 %.0•014111 D. 3130 7133!0 1040 le 11 i 314 E. SOIL DEARIr10 CAPACIIT 3000 I•• Asa, •ED 9011, 1, FOWDATICN9 0. •3611!0 MAX SOIL BLARIII'L CAUkkIt7 teed 891 UNDI91u•DED cwt. D. 30)14 PO14DA41C4e ONLT (341.3301911)0180 SOIL, (vERIP "1 C. (94DER FLOOR SLABS COMPACT PILL 10 154 3'10, 3. CCNCREtt 0. •04eOAtICN1 AN0 FLOOR 1LAlh.C. * CRE11 WALL EE tom. tO (7900 MIL HARPIST WATER TO CEMENT (RATIO, 3.341 84633 01 CEMENT PER m01C TARO CP 0040331! AND 9•1/4 6A3.L0N5 W41t1 PEN 14 15.1ACK C Ethel,. nee PSI 49613-l10 00'1318!9114 S?Rl349f 1 At 19 mall.. * tact MN/W. T0. 8. P13441.41 00/43461 0.'31881., 1' 0011033, IIIII 1.74 WALLS. FOR SOIL. SE! COD! 4313p13 3013. Nel 11408111• C• 109 131.3.11' 11410 ► 8111, 14 1'168. Wuc rust, 4. N'oe6EM 918!6 A. ALL 01I44 STEEL !WALL 5! 08103'110, 941ERMEDI*l! 0[4CE. DILLE, STEEL • *5711 4119•11 61AD! 40, NEW, CLEAN 4310 FREE 08,0187. B. SPLICES. 041.61 LOCATED MO 411•0120 Swell 53 4 M•1-. 0 17 0403449 MCC P511 08 30 5143 01033!TER (6040 • 70041 3391 40 1374,7 C. ALL REMPOR 310 9314LL e! 31NTLY TIED AND 91PP0R1E0 , CCNST X :IC1 D. 0ELDED WIRE •8831 9u4LL D! *SRI. Ale,. 5 311300 A PER UM SEC 3874 11. 4' • Itt!I'1!It'1(1'I'A111:I! 21•7•/1.1 (1994 UIIC) c. 3'r • l3l ?1'1 'I 'I•AIl1.11 21•1•A•4 (1994 tJIIC) C3 use UMyp4 113• f tAL4(M b y, LI IItW 1. (AIDE ltitt9w 9Pt0IE91 M•34e0 337 CR NS PSI WITH !x133303 SLUE OR 3 91143 TYPE et•I• S (931601 5 1E AV?' 10401 MAY 1194 141.V3 OR EWIA, P0.1000 PSI, 31.163 PSI E. set PLANS Fon PLYWOOD. ; .. A. STRUCTURAL STEEL ALL 9T16JCTuRAL 978!3, WALL !! Aft-1 Alt, Net CL9.1.4 AND 'RE! 0' 31St. PIPE COL. 9u4LL BR ASR/ 333, GRADE 13 CR AWL, 439 31!!3.. (43.8 ,1 1. 91 11A4n6 A. ••011•0 t0 DE I340,011343108 MEC,tt410 SEC. 490 S. 2323* ^_. 31301370E N43LF0 IN ACCCRD4NCE 91331030 3C31200L! 43.1.0 S t R1CNRAL 8'6. VICE tMtt I'Ruc909NCt'0vE• tot •LAR,•3 6CU8D(LE AND O71/ER GENERAL PIGS. C. PROVIDE 901.30 DLOCRII4 At Jb111 90-PON11'AND DEARINO P4R?I11CN9. (ALSO COT'LT 13131 Sect, 8•1(,.1 9*rtb,b.b 0. PROVIDE 13R106949 011 DL0TJCStl At 1.110.1194/1 01 ALL [•■•! 03414 3 not. I. USE 4Pplb340 JOIST 44a438R* WIRE •80131410. 5RID0EG 3 CIILNO 049419140, F. ROOF 314133E51 81111 10 DE v1k3110,1'5t1ALED At0 1A13916A110 OT 13777 Ma19F*C1URE11. INSTALLATION Axe GRIMM STALL D! PEN MAN PACIYRl4 5 9PEOIg0ATlp13 AND 1348?* CtICN3. ALL,t31eet1 btl1NED MISt O! 91433010 OT LICE 04, 3141E PE. CARE 11)91 138 TAKEN DURING ERECTION 51%000E1 TO NOT 0•81.040 r1'..15933 elm 11)3.0•0 Mar. 1 10 4DECUA3ELY BRACE TRUSSES. 9. MD WALLS A. USE 913 1)T11b9 43 N' eC, I'+tli Ube f1AN3 /'2414!. 2.9121' 5. 00IDLA TOP PLATE lu4ll 31433 409411 114!76!0!13 NOT LE35 1uAN 4 FEET. MN, NAIL9G CP 1•11.3 1 48' 1434• Laps • 84631 SIDE O JON[ 'LA1.d • U' O.C. D8fl1EEN 3LA7E9 FOR Ext. 1 941.00 1411. N 1 3 810RY DLD0 !. ROCF9G 4. APPLY *0•3316 N ACCORDANCE IIMI) 1130. 98E,14o1 D, 'PROVIDE ATTIC 3N11LAt1014 AS INDICATED C4 ROCA 1.11A`11.13 PLANS. 1 SECT. 1^x0'S SNEAK WALL SCHEDULE: (NOTES 3 • le/ tut 43IN6 APO NAIL9A3 Ara RATED 8164t394y, OLP MI115 41 ALL 80686. SOIL REPC1' •80 C4 ANY OUE913044333.8 SAL e ® Are *+A?ee 911143330, eLeiedtb M ALL 80685. NAILMO • • ; 000, =MICR 4 RI D PA NL 106 15 Ile • 3' OS. AT INTER PRMINO 7 118133 3313310• 501.1 Pt4t3 MA11.9E1 4 411140 • •' HE, ALLOW D BI 131 33411114 OP. • •390 on. 9340 4B. PER Well PANEL/. ALLOWABLE *NEAR WT1 ►R.W9tl 1P, • 351 11 3. • APA RATED 31J14tN9G, 01. 03890 At ALL *belt. 3443LIN0 • 3d 01:111CN (OR 031V*N116101 5031 NAILS • 3' OS. AT 3.1411849 PANEL !0043. • 3' OS. AT INTER ►RiME1 nehesm5 34!310• 901.8 PLATE 34116346 • (31 *el • A' 00. !•1531034 MUD SILL • 3/13' 014 AB. • 1'4)' De. (MN. 7340 A.B. PER W ALL PANEL) ALLOWABLE *WEAR WITH 83433346 D►. • 43031• 4LLOW40L8 331143 3419 PRAMM6 1P. • 11/8 '1.J. (IF USE ENO'S S HEA R A L L � i0E0, SCHEDULE) 1.r *NO!E!1 TTP. INTER WALL A33 RATED 041111341.415. 11-01:920 A3 /Lt. eoaes. 3444343 - 10• C@•104 IOR 1ALv0,120100* NAIL! • NOG AT •13/!371330 PA/4/1,103110. • IA' OC AT PPE M1I12 s Person 341311103 904 3•311 9158.136 • 1111911 • •• 04 877181134E P1® 8I,L - tar 53& An. • 1' 06IFMl TED Ali PER 13331 34133) AL10E40L9 bean Y111 83131330 Dl. - 133 RP YlO3AGIE 933I14 8110 PRa►MG up. • 111 31.8. 313 Mal SCSI OMIR In Imo • N' OG 3441.930 - • Comet **LE • 4' 00. 1Yr. 331!1003 Sou mart SWUM • Ise • L• O. ALLOWABLE !WEAR - 150 PI..P. vr OE! MICR WV 0319 ER STUDS • 33 OG Glom, ALL subabe , waft. N44lRS - 611 CODER NAILS • 1 ' 04. •33. 8413700•E SOLE 33.3TE NAIL110 - (77 113 • •' OL AL catae t !WEAR - 300 P1 33. 45011 41LOW494.1 NEim 0A•4e11Es *.•.'LT 907 7. P*41 43 !PACED NO 11001 TWAIN N' OG OARS TPA 9441/PG 15 4PPLK0 ON 130W PACES co ' A 0413. 410 PAL 3( IS LEAS WAR 4• oc.ON INNER 9 PANEL J08113 5u4LL 04 ORBIT TO PAIL 031 D•'EPE 11 ••47.1.10 MEMBER. CR PRA MO !1.411 eE 3. 14 2310 N44! ON !AC'S SIDE 9344' BE STAGGERED. ALL 934!43 WALLS 9311LL C•36•1 TO me 730176`1 953 REONBEFENT9 ALL !x193404 WILL! VTWOVT 4 DE91O1A'ED 914414.13413. N *7L940 9 D! APA RATED 9193T31EG 0.018 Is STUDS • IA' 00. NIN !O CQ*1DN NAIL! • k• OG 3E 34!4134910 PANEL EDGES AND T' OC. AT MTEIr3D7A13 11441'10 1t331DER! 9W14fl110 3474!1 !DOES !Hale FALL 01 15 MOS. 4440 *C* DOLT! 134LL B! 1111•3003 'J - 110.1' sew A Ad 011)4134.034 31.0303831,501.3' 1 ERN. Od EWE/01M E. 434407•08 DOLTS OYL . ON • le toll OR BETTER PRIME CONCERTI SCE COYEST SMALL 8E 1 1341 !3•80910 TO /!4134!3 3 EARN !7d'OSED TO SANDAL U6! 14' C -D. C•C 91111013443. 1 . PL713700 PANEL !1093 moan 3 OR 1•' 431* N 3TU NI 141 1341!34 Y1W01R 830401104 CF 13E 4LLOWABte !WEAR 398E 413011 PLANS 440,0* 001EML *01154 7/3' 6.0.6.6 11133031321.3 81.79000 3341411. MOM T•OIR 1 MAT !E 114!0 PIROA•O a 171 Aux/eAeLt SEAR IS REDOCED K 10 (!Et ArCK PLAN! 43030* 93E•4AL 1101897 3 4433. 711 OR 7•*' /0.t PLATE! sr or AT /' OG. rune* • ON *x1!1410* W4LL9 914411/0 !WALL LIP '11 JO13T OR ELT! 3303!49! 3014 PLATE 84%9346 TO 11d AT A. 306 3Y10J: 10. MAIMS 4L! TOP PL3 AND L.AP At LEAST *1' AT JOISTS W ••1 4 !4804 ND4 410 Nd AT NO Mae 331441 N• 0G. A4 PLATE POST !x•!1410* 410 MAIM 8411•10* 3ALL3 HOL -DOWN SCF- IEDULE: more 11 O 133TC4TE5 311131071, ! W CO1Ce3 LEO, NAIL 10 (17 14 9340 11tu � A 71 • lid NAILS. 'V PCICA1E9 119141. 3114431 Ms NAIL 10 1. MD 1371 7* - 7bd NAILS. Oy POICAIES 1034 VIDEO 314 074. 430303 Dolt 14 101CA1E3 ID3♦ 931530 314 OIA. 430340* 101.1 14' PITO 0048379 On 113E 9141370 A5 t.1u 73' 311.111 33 DOLT 10 Mk 33Ud9 1314 Two 7(4' D1A. 7140134E BOLTS. ® ►03641!3 9•14, bTnne 1 - E9' evA. 4140310• 13014 11'1 C04:11ETE (OR W! 314573 Stu 7 M4111 ETIBED3ENT DOLT 10 (731. 97303 13131 1113!! 1/5' DIA 11*011RE /0.T!. • 3303041!9 ups. 83113!0 7.45• DIA. 4gb1E DOLT 19' 84(0 08403!1!. eciT TC 4 3910 311 r..REE r DIA 31401134E 134.19 t-O_E S: T. 4LL ,'OLD -00314 010183361044461)83051' '1940304 119036.1 0prTPANT, P C.' 5 C 100WALENT 033AC111' 5T 03141 11434461VRERS MAT 5t TOED. ALL 730.0•00331 !NALL DE 90T4LLE0 PER L47E31 114.44CTUR3R 3PEC (3140!303 CATALOG 0.9711.11 99e 3LANIS POST LOCAT104 440 Mt4LLA11OV DETAIL!. F04 4461033 DOLT N3TALLAnch 30)4•03•®419 set NOTE 9 AT 9 WALL 3CIEDUL3. EL7.'.171A_EIPA_CM4 71•4131 PIOT' 13176')0!35 *PA 144880 tome 1 61100133 3 M1410dNAILS • 3' 00. 41 9L'Pt*OPTED 3WEAt1•r, 33403. !0031 4910 le' Da 41 7NTe81EDI4TE AR3wnP1 1101 • S( RS (SEE 4*Cu. PLANS 4340 1 013 GENERAL 3 10! REO'9,3. FECIFICATIONS: 061301'!181`13. 11!73- 9,"C7EK4rC 41 L USE 7:760 rSl 6040897E SPIES A: 7s 0419. 1,311091 MAT BE 119!0 WT PEC0 IRONER 318E7•61. 7. USE *9191. 4615•613 013 !OAR. GRADE Al MBAR LAPPED 34 1K AT 9•L7CE9. coveys 1 •1Ew9ECT1•+3. P 1000 PST coNC•311. LAP 40 01417!1!14 111• 1 F O R L 3 t . J 1 i A R R C � 0 v • 031 teem. ( t a m s Pier A.3 5CC•IR•11/V6VAL.lT 434333710 1 FOR !CPO 933445. use 71.E 91[131 *010!94 ro • 7/'03 P • 58 On 33 •34 • !X311110* 6112!. MAMl4CRNe14 Tilt9T Cl4RPT N 9/31190 TO 0.V•LAM SPECS P1Rr3* TO t'97Cl0N 143 *013. 7. 1•4•! 1.x11 !WORT MAT* (*HEAR ISEARA1 USE 70 OR [MAL WTI Nb • 3400 f•'!1 440 3. • *3 337 MO On18 !Pees 83•LAR 70 '1 30014. EkE#/r MQ® 7.1 ��g ECEIVED 1. OLRl NR, 883497 MANY /011/888 51411. 11401,0! 43. 9*44 A'30 !709!914346 5 0*txg0103 9 �l'tY'OF TUKWILA Rt. 3141131 0• Demme. 00.736 30!01 C' 11!09!9. 114 WARDEN WALL 748E CART 10 4030111 /E17' 0846! 1343535 3 *1.90 NOT 10 0.214.0.0 734• Wl1 33468537 02I3.0P0 334(!3334.3. ".\ Pc, 1 -011 7 PERMIT CENTER I TT 1 003379031333 1 1 3 coo 11111 CAt 1 CRAPE DEMON. NC. RESERVE! ALL LEOAL PgNT! TO MATERIAL ON TM! !MEET — SU2JECT TO CRIMINAL PROSECUTION. 0 t 4 n (MAT VARY • SEE PLANS) °FOUNDATION / RETAINING WALL (W Tb 4'.e' NIeU aV Mgr WALL) VORTINWTOR MOTE — M tAnei ON MRS ES ONNINN And WNW Rio To Cw+MKllon. - T'(VCK PLAT b M A C VVVVM7IL El•.RRIex °vex.. 2x1',TUB SOLE PLAT! NAILED WV Ibd • o.e. - STAOOERED, PROVIDE EiLOCKMO • RIM JOIST RR1 1 PLOCR JOISTS AM PER PLAN Gt,„j.r PLY. SPLICE 614oULD BREAK oN COMMON MEMBER ed • 4' OZ. SOLE PLATE, RIM JOIST 1 TOP PLATE DBL TOP PLATES 2x6 STUD WALL BATT NSULATION_ SAS' • 10 A. • sm o.C. 2x6 P.T. DF. MUOSILL ad • S' 0.C. +4 atm.a. eaur, Oalxrz. ! 12 '4 velar vy 0 it/ AG. W /At..roEI44TC 2x(! rrIJ D 141.U. W/ R -11 IIJ5IJL/�TIA 1 ••• CT•IG• O S , , " • W/ Cow& - W2.t w W2.1 W.W.M. aIJ 4" ri P ILL TUERMAL BREAK R -IO RI61D INSULATION 2 - 'a DIA. CONT. !♦ UP - 3 IN 0 E.I(000.D R V A P I X ¢ T C } L AY, VAS Kr itio Ou }JfL'J'1 WALL LSG1'br•b— t T141eAtAme• rcws � _ I II 1111 -0 ". 1 = III 111 11111 1111 - 1111 - ^.'` r'�T'N` 11111111 Ye. „ RADE BEAM AT GARAGE ON- BEARING SI-IEAR WALL PTG. 5i!• DIA, 11 le' AA. • de' OC, • STORY (WERE PLYWOOD USE SAO' DIA A 0' tut . 4 M A� M 1 .. ' '.1 P11-on 1 2x4 STUDS • 16' OC. • ! STORT, 2x4 • 1 1 2 Sion* 4' =We. 2 OVER 9 W21 L 1.14111 U /I U SQ L- 1 (&MIL. VISCUEEN W r SAND OVER • LIVNO AREAS 2 - DIA. 3' UP 2 OR 5' DOUN NtERIOR BEARING WALL oN SLAB `•' x e' 1 2' B'RIOC l i ei Go rm • 1 R ec. M Ott c' D P1... ilam 2 o,. v nil- IC 9 STUD rRA?'E WALL OuEATUNG r 61R SPACE (2S) OTYP. BRICK COLUMN AT ENTRY Nav- coRRCSWt METAL WALE TTES SfAceeo ram mor ma Fr Ox.., wr.G. IAn WOO JOIST SYsTEm CRAWL SPACE CR E ASCP erg. - sea SEAL ITIU T1R1M OR CAULK PI.ASuM! WEEP HOLES ;.. 2' (1212) O.C. RECEIVED 's ♦ M CITY OF TUKWILA P F'{ 9 199' M•1•^R. RMIT CENTER 1 1 1 1 1 -1 1 1 1 1 1 -1 1 -1 1 1 -1 1 airy mom, W. mown ALL MAL tEONTI TO 14WT!AWL 01111419 WEST - SULIACT TO CIIWIIYLL PROSECUTION. 16d • 0' OC. e • a' 0.C. MAX. Ed A' O.C. E4C.4 4 ' PER= bq T1LE SET '4 GRAVEL P TP •FIG. NOT MomounsiC 3' USE R DI& (VERt) •EBA• • Woe. RIM JOIST 9/4' T16 PLY. gut. cR O15D. R-reilgATT WS. FLOOR JOIST PER PLAN 1/2' CAA. xie' • 4' MAX OZ. a WTWM I2 OF CORNER. 1' MK ET/DEMENT 2.C, Pr mei ei" Ks PAR Gds 6 ML v1EAJEEN (PJ ArL) VAPOR BARRIER R' CLEAR BEAM TO EARTN b' CLEAR BOTTOM or JOIST TO EARTH 2 - •4 CONT. RED4R TYP. ONE STORY FOUNDATION TYP. TWO STORY FOUNDATION 2x6 ETUDE • ia' o.C. ILV Ib• -64., 1. FIOT' FRO-1EY•r MOW!. 114 WO 5 N2 O I G PUI 1 1.- • M 4. 4 iV +b•� IL T1D•J I 'LL . 1 O IJ�9' 7T4HJ 1St." Dr.IT.! THE. W4 2. TNT W41trowP �crieLr or 14444:44.44o6 61444.6.7• Jer 3'2.1 `3I T14,64-.j 1 0)e. M T44•44 2� N crops - TTAJI.L camos451oO.41 i ! FLJ'L'4 - 7`f e- 6/ -4 • seon ..D al Imo 0 1'!!MCt- 111.U.7'E: F1RZ OLa7GicIFler v. me•/vce. Flan etsc ii-IP a Pe.4GeALED 4 TU E J Era.11e , vrv4 Rs pa we. ?BP 1 eorna -+ eP we wu t 1QwWWJJ Srvv9 M J2. N lU ume. IJITH WE- RAI CP •, Tb IWy Ir VG pU•LL. WIMP- 1T1E. BrANI 'j M7 FLOOR LINE LRtauv,LICO I4d • 9' O.C. I12d• 4 . 00. 9d • 4' Oe. MAX WERE ERICK r> - reerovtoe 4' LIP 6' UNDER JOIST GRADE •4 CONT. REBAR • I(. OC. (VERTJ 11- tt57 • NIONTRICTOR NOTE - M temawewe eve We Oloose M9 Yates," P•ta To Cowrtswerion. FLOOR Joist DBL. JOIST it LEDGER RIM J0141t 9/4' Tab POT, but OR OAEi. R -19 NO. PLOOK JOIdt PER PLAN Sir DIAn *Ab.64' MAX. OL. 1 WMININ 12' CA* CORNER UN0 •I/J. - f E E1.r 2x6' P.t. bNlb ILL o tt ror. 044.1 6 MIL. v11242.11104 (LA .k) VAPOR 6ARRIER 2 - '4 CONT. REBAR ATTIC MEULAtlet4 16-99 eLEC, •E919t. R -90 OAS (THlRMAX NSA. W/ EWIV. R•vALU! TO BE USED N ATTICS west CLEARANCE NAT AVAIL. FOR BATT) V7' owe (rm.) mg eV' it 1.21bNi- owe e NAILMA (IOD• or. gems BLOc1,Na, 10' OL. PIELD - frPJ 122. 92/16 R -I9 MATT 919. W/ v8. FLOOR JOIST PER PLAN TYP. UJALL SECTION° DEL. TOP PLATE FIEekosa - I.111JD041 - rep. 2.• STUDS • &' oa 264' P.T. MUDSILL W 14'BIA010'Ad. I�( �� . )) 44 RI �. M''Ir'�. R 12` ECIMESIT h 4' CCNC. SLAB OVER 4' MA FILL W,/ /Pre - L12.1.14 I MIK 4 . t It/ eye. M) •4 oar reassrse DOOR FRONTS OW NOT LESS TW4N (219M 6 10' AB. PLATES • 9.1EAR WAIL ovER 2' WIDE TYP. GARAGE FOUNDATION® ATTIC vENTILAT1oN InsC CR 1/9120 Co SPACE - SEE PLANS FOR ROoR1143 CONIST. SEE 1•1•3I•43 PLAN u NA iLE;O Dd Q a � : 21 _ - C U _ _� _ _ 4/ 11"11. e{p E 91Jb 1 MIt I'2' �/' -bov6 1.iElIL T,AS. 2I0 �rc .c. G B Nt e 4-e' 0..c. TSB (e ex Iroi 124 emp V TR o ir4o ► novice. COOT. I70-1J Or Poor 41.1E•atF.le• 11ksAle. L• a OG Misr. Me R9. CEDAR FASCIA W CONT. MTL. GUTTER OVER D MS.111/ v WALLS - * • OZ. OVER R -h w' ATt MAW VAPOR BARRIER Mnl - 21(, AP* �uRAM, 4e...imoo' (9e 1.1.4.44 '�. e a µ �j;LO11WPAC9•K pe MICA- ALL EXRRIAL WALLS 1.J7- 9.Je SOTTO i R.*- '2. 121M tow- PT' 2..SIU.- •rC..L 1 F91! TeU1CilTt6.l NOT�s� I. 1 etrrmF�+1 a ►'11a�. 2. MTE•I0R HALLS TO EE 264 CONSTRUCTION tTPICAL EST • PLUMB!!" • 84•AGE 9E.'ARATION TYP. BASEMENT SLA STEM WALL L LJ � • 1� j � 6 �1 1 r (1eerel % !I' 111 412.1 a Wf ,,evoz- TYP. POST 4 BEAM DETAIL® Of ertem l °` ) l� 4 4 Rf�•1t- eivieredrAt_ eP ot = e. t te le+se W yet *a -e lydele J•y 26a' P.T. P(12& 9/P D1A. x 10• AB • 4 -12• OC. Fb lAoJ TNERPt4L WEAK 4' CONC. *1.AS OVER `-02.41 RIQI12 049. • PW9ETER • mar e Woe. 14/ a.4'slew, 2 '4 CONT. reee.ok TYP. BASEMENT SLAB 0 TEFL tAtF*k-" _ fSZERMI.410..lettr /" c • r ec rm. l * (PC TYPE) F6 L�MnE. Ac% S •90 FELT �lr tlt/+ R�'9� �11/'T' R1.1 am Pe. GRACE CONC. PER-PER PLAN RECEIVED 4' M4 J*9N CITY OF TUKWILA MS'S 0 4 19q;' PERMIT CENTER 11111111:1111111111111:1111111111:1111 PLAN NUMBER t a 1189 CRANE DESIGN, INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET — SUBJECT TO CRIMINAL PROSECUTION. 71 2 cV - rotv cr" 8 1 -II 2 Min --f— o -0' Fi<J. Ft.. MFG. TRUSS & RAFTER DETAIL J-1 /2" 1 R -+9 tom- 11.w. -'wt �R1ZIF� tNt"Zt_ t �x /42br,45 NOTE, PIEPER TO FRAMINt3 PLANS AND SHEETS SI tt-ERU 84 FOR TYPICAL CONSTRUCTION AND DETAILS. ILLIEATVER PROTECTION UNDER ROOF MATERIAL EXTERIOR BIDING A8 PER SEC. 1402 U.B.C. TYPICAL INSULATION, RUNLESS OTtIERSUISE NOTED) rrtLe40, R -38 - Unlo Ii.A AUALLB, R -t9 LOORS, R -19 „ CONTRACTOR NOTE — All DI ._ — 2, r2ArTS-i2 TAI,W7 menslone Shell Be Checked And Verified Prior To Construction. TYPICAL STAIR DETAIL BUILDING SECTION 1/4" r J �42 vcz Tt aJ ii JJ x5 t! 21 O. G. 2.412. L td 1444L.e.to Tb t STib ,! Icnd FUME -� -W/ M►t' N F 1a5 6 vAnc. Lam. titot , . P c6Pysteatre RECEIVED CITY OF TUKWILA App 0 9 +4 P"1� 199 3d - PERMIT CENTER 0 a z 0 J v P 0 z 0 0 cc