Loading...
HomeMy WebLinkAboutPermit D97-0113 - OUK RESIDENCE - CARPORTCity of Tukwila (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: 735960 -0130 Address: 12840 35 AV S Suite No: Location: Category: NSFR Type: DEVPERM Zoning: LDR Const Type: CARPORT Gas /Elec.: Units: 001 Setbacks: North: Water: 125 Wetlands: Contractor License No: NATIOWG044JE OCCUPANT OWNER CONTACT CONTRACTOR Signature: Print Name: WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Permit Center Authorized Signature DEVELOPMENT PERMIT .0 South: .0 Sewer: VAL VUE Slopes: Y s.cal Permit No: Status: Issued: Expires: Streams: D97 -0113 ISSUED 05/23/1997 11/19/1997 Occupancy: PRIVATE GARAGE UBC: 1994 Fi Protection: N/A East: .0 West: .0 OUK BORY NATH 12840 35 AV S, TUKWILA WA 98168 OUK BORY NATH 12840 35TH AVE S, TUKWILA.WA 98168 REN FRANCO 7524 35 AV SW, SEATTLE WA 98168 NATION WIDE GEN CONTRACTORS 4919 30TH AVENUE SOUTH, SEATTLE, WA 98108 ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: CONSTRUCT NEW 240 S.F. OPEN CARPORT ****************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 3,040.80 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: Land Altering: N Cut: 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: N . Street Use: N Water Main Extension: N Private: N Public: N ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 148.46 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Phone: (206)763 -6375 Phone: 206.937 =8722 Phone: 206 722 -0941 End Time: Fill: : -/ Date :5 —- 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 pe Date: -5 1 2 - 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. C I:TY:: 0 Addres. 12840;.35: AU '�:: Fermi t No D970113 • •$uite Tenant Status ISSUED Type DEUPERM Applied 04/07. 199,7 Far,cel ''# , 735 60 01?,l1 '.Issued '05/23 •1997 * kk .•k *',k':k'k *•k *.Ak.AA *k *'kk k. A* * * * * * *' * *'. *k. k•kk ** '*' kkk:*' k k*'* kkk * * *. * :Ak'k * *' *. *•k' *k*` *' Permit..Conditians • 1 No'; changes wrl l be made to the 'p unles approved ''by :::the • Architect >or Eiain,eer and tl e, Tukwila Buildirig `Divisi•on ; l:ectr.,: ra l : perini •is shall be �obta in`ed`�through the ` „Wash ington fate,piv,i'sion of Labor a'rid " "'Industr i'es ar d ti ,l elactri,cal;: • work w;i l l b`e inspect:ed by that . agency (248 6630) r A11 permits, inslxection trecor s anti approved' :laris .shell be availabl :;a t, t'h`e iuba s i t}e "pratD`r� Ito t he a tart -at ary can str uotion f e se. cemen ts are to be ma n ain • and` aua l ibl unti, i anal it s'pection app .is gra'hted , ,'k, 11,1 corm' ruat4orr�,ta'. > `done i.n ccrnfbrmance with a s pprove 4 . M ans i nd'r�equ i;r•em`e is 'ot th `{tUn i frorm •Bu i . 1 d'I n Cade (1 9 94; ditl olll/as .amended, Uniform Mechanical Code 1199'4 Edit ion)• nd W, Mat Ene,rgy (1 Ed I tion) V lotL' the *<:Citv .Tuk Biil ding 'Division: prior- ' lac,:t - ng ,any concrete This,, procedure is in .addition,,t . r equ,1.?ements for speclal inspection .• All , to remain -in placed concrete' shall be tr eated ' Vali v of Permit y •The i ssuance ofF a permit : or approva i I of plans ;speGifl f omput'atio,ns sha not mit strued' to be a 'per f andc or, o`r an applroval'• of, any violation of the prgvia.ions of : • building 'code or of o'tie; 'ordinance of `thetjurisd.ictIon . No? p`ermit presum.ing give r;authpr it }!: to v‘io canc.ei ; 'the provisions of 'this c o d. i,v a l i d `' ` mr ~s :� Te o ar i er�osi,ori :control measures sh'al l..be impiemente'd as the >f,i'rst order 'o of business to merfitat,;i o'ff j;t site -or into existing :storm :dr ~a SPLASH: BLOCK HA SLL BE USED,` TO C.ONTR,OL DRAINAGE. r Project Name/Tenant: 00 ,/417 4 Type of work: ❑ New Single - Family Residence ❑ Addition - Single - Family Residence El Interior Remodel- Single - Family Residence ET Residential Accessory Structure' ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Value of Construction: DCe,i'_ Site Address: r ,26w 46- 72,4 , ...„S'. ; City State /Zip: -il . A.0 . ifWg Tax Parcel Number: —7 3S c7420 — 0130 Property Owner: .4 0 414 r/ ©( /;e Floor Area Ratio: (total floor area of all structures divided by the area of the lot) Phone: Street Address: x/46'19 City State /Zip: Fax #: Contractor: Phone: Street Address: City State /Zip: Fax #: Architect: /� A7vez) Phone: p ?7_ 63? Street Address: 7 J 24 ,C 0 f � 2 f j . t �a�Zip: Fax #: Engineer: Phone: Street Address: City State /Zip: Fax #: Contact Person: /'fiU# `UI,G) Phone: I�37, e7,1,..„.2 Street Address: City State /Zip: Fax #: Description of work to be done: Re mod / Add 1,111 -60 " ZW4: Z-'D �,a,7 0 IV L `V - T 5 -ee' -c5 70 Type of work: ❑ New Single - Family Residence ❑ Addition - Single - Family Residence El Interior Remodel- Single - Family Residence ET Residential Accessory Structure' ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: ,l Sewer El Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: sq. ft. Dwelling sq. ft. Covered Deck(s) 2¢C) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling ' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. CITY OF TUYWILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 •R STAFF USE ONLY Project Number: Permit Number: Single - Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews shall be determined by the Public Works Department) ❑ Channelization /Striping Cl 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. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public El Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent II Size(s): El Water Meter Temp it 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 re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: H - C l - 7 Date application expires: 1 CD 7 - 97 Application taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM SI'NERMIT.DOC 2/13/97 BUILDING E AUTHORIZE ENT: Signature: <.:.c.. �, Date: #/63/47 Print name: „e ��x,��� Phone: 937 69 Fax 1t: Address: x.5.2¢ /i�cr+' C -r�( ,, :id., iUJ City /State /Zip: , 9S �� 1 ALL SINGLE - FAMILY RESIDENT! PERMIT APPLICATIONS MUST BE BMITTED WITH THE FOLLOWING: D DRAWINGS PREPARED BY REGISTERED ARCHITECT OR PRO+. �SSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL D. ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN D BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ ❑ Foundation plan and details ❑ ❑ Floor plan ❑ ❑ Roof plan ❑ ❑ Building elevations (all views) ❑ ❑ Building height ❑ ❑ Building cross - section ❑ ❑ Structural framing plans and details necessary to completely describe construction ❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SI'PLRMIT.DOC 2/13/97 CITY OF TUVWILA WA . 1 ;?' 311 7 (2( A 1 1RANSMIT *****k*k***Ak********k***k. ***k*** **AA. ******)************4 TRANSMIT Number: R9700562 Amount: 148.46 04107/97 11:04 Payment Method: CHECK Notation: BORY NATH OUR Initi KJP Permit No W97-0113 Type: DEVPERM DEVELOPMENT PERMIT Parcel No 735960-0180 Site Address: 12840 3t AV S Total Fees: 148.46 '...ThisjaymeNt , : 1.4846 Total' ALL Pbts: , - 1.0.46 . . . . Ba e lanc: ., - .00 3 3.1 . Account Code: :', Description: - Amount 000/322100 ..BUILDING - NONRES ' ' 87.25 000/345.830 . CHECK H NONRES - 56.71, 000/386'.904 ' STATE BUILDING SURCHARGE 4,50 ... ' 1303 04/08 9716 TOTAL 148.46 Project: 094- 130 1 hl M'"N- Type of inspectidn• CA' -= Address: 12.54) ,S S. Date called: Special instructions: c+ Pow-1 Date wanted: 4J a.m. p.m. Requester: Phone No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300. Southcenter Blvd., #100, Tukwila, WA 981 Approved per applicable codes. Inspector: INSPECTION RECORD Retain a copy with pe(_ Date: 5/2-4)58' (206) 431 -3670 Corrections required prior to approval. COMMENTS: P Z 113 C tu!'1A Cr C kl jJfl. W iTh L S ACS L ►V Cl vi I44- NOS PrwO.AC''7 tZ� =SuCS. SS(A 5/z3 9 7 Ptaa t-St4 1(-.. W Nd IT ` Z1 '1't rn f t -i hn"T tt s)t M '_ T . f t ems` Q ASS'7• • cAilc `flhS Pte [ 1 $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: ACTIVITY NUMBER D97 -0113 DATE 4/07/97 PROJECT NAME OUK BORY NATH DEPARTMENT: B ILD,prG DIVISION FIRE PREVENTION ❑ �► () aye( y / W7 /1' 11 PUBLIC WORKS lakj STRUCTURAL ❑ MC 5 ICI -`I'► �) A DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE 4/08/97 COMPLETE COMMENTS TUES /THURS ROUTING: PLEASE ROUTE ❑ NO FURTHER REVIEW REQUIRED ❑ ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL %mit C.ov�inor Coe PLAN REVIEW / ROUTINU SLIP APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED WI CONDITIONS ❑ . NOT APPROVED (attach comments) ❑ REVIEWERS INITIAL CORRECTION DETERMINATION: C:ROUTE -F • DATE DATE NOT COMPLETE ❑ NOT APPLICABLE ❑ REVIEWERS INITIAL DATE DUE DATE 4/22/97 N LE NTT I I ❑ PERMIT�OORDINATOR r DUE DATE APPROVED n APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) ❑ (Cettificadon of occupancy requited. ) ' ryK fi• >• -;D: J" 'e.W 5'.tr: -'C Xn� . ,a! rj ... r^ P' .. h, y ;. y ,a..y . r .zrx r,g. $?.? :r . rNA. , s.? � <_ , Y�, ' :. r. �..w r..!! lrSf+ W..;,,,.,,, o,,. a.;; �3�,... �,., Y�. �. n` �', k�r';` i't�br,:r.....,'�.f:;�i!!'.�,. X13' �:+ �5�. t.. i. r. �.. n" ��a:.:, nik? 1� . s! � rs:. e�... �. �e,. 7.. 35�<+:... rS..... �' i. „.i"F.,kY:�..'.f.'',�74�';.�30 ACTIVITY NUMBER D97 -0113 PROJECT NAME OUR BORY NATH DEPARTMENT: BUILDING DIVISION r FIRE PREVENTION [] PLANNING DIVISION El PUBLIC WORKS STRUCTURAL El PERMIT COORDINATOR I 4 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE COMMENTS Carrel or11y , rs .1.! /Allithsw s.e 1 qt5 - 0270 TUES /THURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED E ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL - DATE ” \ D 41 I 1 APPROVALS OR CORRECTIONS: (ten days) APPROVED REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED n APPROVED W/ CONDITIONS REVIEWERS INITIAL DATE C:ROUTE -F APPROVED W/ CONDITION PLAN REVIEW / ROUTING SLIP DATE 4/07/97 DUE DATE 4/08/97 NOT COMPLETE U NOT APPLICABLE Q DUE DATE 4/22/97 NOT APPROVED (attach comments) E DATE • i t �I L I�7 DUE DATE NOT APPROVED (attach comments) : (Certification of occupancy required. ) 4 x?iMU K�Ns it fir; iittia tY?;;;;Dt :��iat :r {r "F a§ ks XT.:Y:V.34 i'!•a0.6/1154:614ST 3 t,'i3" DEPARTMENT: BUILDING DIVISION PUBLIC WORKS PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0113 PROJECT NAME OUK BORN NATH DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE p NOT COMPLETE COMMENTS TUES /TIiURS ROUTING: PLEASE ROUTE n NO FURTHER REVIEW REQUIRED ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE -F - )69x) I APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED WI CONDITIONS E NOT APPROVED (attach comments) p CORRECTION DETERMINATION: DATE 4 MkutdYykMi DATE 4/07/97 FIRE PREVENTION 111 PLANNING DIVISION El STRUCTURAL p PERMIT COORDINATOR p DUE DATE 4/08/97 NOT APPLICABLE a DATE i f '5 DUE DATE 4/22/97 DUE DATE APPROVED 17 APPROVED WI CONDITIONS p NOT APPROVED (attach comments) 0 DATE (Certification of occupancy required. ) i LaMds.nY«� va-a egO itt.tit4 . > "r;:: "r'a; Mgr';":r;G kiLV 1 fi ktf: ;sue, Ewa: �rrx yr isy�x t:�ru;xc °. t :tt �rr,�d r Y: a tt stxt � r�ent�nr ,iree t tetit ACTIVITY NUMBER D97 -0113 PROJECT NAME OUR BORY NATH DEPARTMENT: BUILDING DIVISION !-1 PUBLIC WORKS DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE COMMENTS • REVIEWERS INITIAL I �!J APPROVALS OR CORRECTIONS: (ten days) APPROVED I I APPROVED W/ CONDITIONS REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED REVIEWERS INITIAL C:ROUTE -F DATE PLAN REVIEW / ROUTING SLIP FIRE PREVENTION PLANNING DIVISION STRUCTURAL El PERMIT COORDINATOR El J NOT COMPLETE E NOT APPLICABLE TUES /TI URS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED ROUTED BY STAFF I l (If routed by staff, make copy to master file & enter Sierra.) DUE DATE DATE 4/07/97 4/08/97 L_ DATE DATE DUE DATE 4/22/97 NOT APPROVED (attach comments) DUE DATE APPROVED W/ CONDITIONS NOT APPROVED (attach comments) Q (Ccrtifiadoa of occupancy required. ACTIVITY NUMBER D97 -0113 PROJECT NAME OUK BORY NATO DEPARTMENT: BUILDING DIVISION FIRE PREVENTION E PUBLIC WORKS . STRUCTURAL 4 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE El COMMENTS TUES /TJJJ RS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED E ROUTED BY STAFF fi (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL LP—/ DATE 4/C6/ (. 6/ t i 7 APPROVALS OR CORRECTIONS: (ten days) DUE DATE 4/22/97 APPROVED 11 APPROVED W/ CONDITIONS REVIEWERS INITIAL CORRECTION DETERMINATION: DUE DATE APPROVED REVIEWERS INITIAL C:ROUTE -F .:)h'.A'M ?., triix10,1i':,'.T•. ",TY.Y5 C 7'.41. +'t7 rli VR;`MV!".!ffs.'.✓_*.r.!_' PLAN REVIEW / ROUTING SLIP NOT COMPLETE El NOT APPLICABLE E APPROVED W/ CONDITIONS DATE C PLANNING DIVISION 0 PERMIT COORDINATOR 0 DUE DATE DATE 4/07/97 4/08/97 NOT APPROVED (attach comments) DATE 5 1141 C 1 NOT APPROVED (attach comments) 0 (Certification of occupancy required. ) April 21, 1997 Mr. Ren Franco 7524 - 35th Avenue South Seattle, Washington 98168 Sincerely, - - P - deA , -( 9 Y) Kelcie J. Peterson Permit Coordinator File: D97-0113 City of Tukwila Dear Mr. Franco: SUBJECT: LETTER OF COMPLETE APPLICATION Development Permit Application Number D97-0113 Ouk, Bory Nath 12840 35 Av S . •. „ , I...44,..iat ravoutotote.44itsme.t* '.441. . John W. Rants,Nayor Department of Community Development Steve Lancaster, Director This letter is to inform you that your permit application received at the City of Tukwila Permit Center on April 7, 1997, was reviewed at the April 8, 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. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431•3670 • Fax (206) 431-3665 REVENUE ACCT CODE BY OOL:200.084 R CEI T 1300K (R/8/90) HOW PAID CUSTOMER'S COPY : '. -, r4;Via..c.W•2k;ki-el??W c" DETACH TO DISPLAY CERTIFICATE • ;;:iriFi DEPARTMENT OF LABOR AND INDUSTRIES TFIIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A ti! 2iritar..-TWAsf. F625-052 (3-02) et L. DETACH TO DISPLAY CERTIFICATE_t STATE OF WASHINGTON — ,.... t,T1 -, r4;Via..c.W•2k;ki-el??W c" DETACH TO DISPLAY CERTIFICATE • ;;:iriFi DEPARTMENT OF LABOR AND INDUSTRIES TFIIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A ti! 2iritar..-TWAsf. F625-052 (3-02) et L. DETACH TO DISPLAY CERTIFICATE_t STATE OF WASHINGTON PROPERTY LINE SITE PLAN SCALE: 1/8' -1' -0' BACK YARD EXISTING TREES TO REMAIN l.y EXISTING TREES TO REMAIN EXISTING SHRUB PROPERTY LINE 50' TO BE REMOVED 35TH AVE. S. EXISTING TREES TO REMAIN 0 NORTH LOT -A 89 - 3 - SS r l�n 8050I24' _ L OT 8 ga e..K_ LOCATION PLAN NOT TO SCALE N 2 cr 6.. L vz 8 4 s u o PLOT PLAN NOT TO SCALE N I ' �'i56 h PROJECT LOCATION s PROJECT LOCATION NOTES: PLATES, SILLS AND SLEEPERS ALL FOUNDATION PLATES OR SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB, WHICH 15 IN DIRECT CONTACT WITH EARTH, AND SILLS WHICH REST ON CONCRETE OR MASONRY FOUNDATIONS, SHALL BE TREATED 'WOOD OR FOUNDATION RED -WOOD, ALL MARKED OR BRANDED BY AN APPROVED AGENCY. FOUNDATION CEDAR OR NO.2 FOUNDATION REDWOOD MARKED OR BRANDED BY AN APPROVED AGENCY MAY BE USED FOR SILLS IN TERRITORIES SUBJECT TO MODERATE HAZARD, WHERE TERMITE DAMAGE IS NOT FREQUENT AND WHEN SPEGIFIGALLY APPROVED ST THE BUILDING OFFICIAL. IN TERRITORIES INHERE HAZARD OF TERMITE DAMAGE 15 SLIGHT, ANY SPECIES OF WOOD FERMI! I.V BY THIS CODE MAY BE USED FOR SILLS WHEN SPECIFICALLY" APPROVED BY THE BUILDING OFFICIAL. COLUMNS AND POSTS. GOLUMNS AND POSTS LOCATED ON CONCRETE OR MASONRY FLOORS OR DECKS EXPOSED TO THE WEATHER OR TO WATER SPLASH OR IN BASEMENTS AND WHICH SUPPORT PERMANENT STRUCTURES SHALL SE SUPPORTED BY CONCRETE PIERS OR METAL PEDESTALS PROJECTING ABOVE FLOORS UNLESS APPROVED. WOOD OR NATURAL RESISTANCE TO DECAY OR TREATED WOOD 15 USED. THE PEDESTALS SHALL PROJECT AT LEAST b INCHES ABOVE EXPOSED EARTH AND AT LEAST I INCA ABOVE SUCH FLOORS. INDIVIDUAL CONCRETE OR MASONRY PIERS SHALL PROJECT AT LEAST 8 INCHES ABOVE EXPOSED GROUND UNLESS THE COLUMNS OR POSTS WHICH THEY SUPPORT ARE OF APPROVED WOOD OF NATURAL RESISTANCE TO DECAY OR TREATED WOOD 15 USED. GIRDERS ENTERING MASONRY OR CONCRETE WALLS: ENDS OF WOOD GIRDERS ENTERING MASONRY OR CONCRETE WALLS SHALL BE PROVIDED WITH A 1/2 INCH AIR SPACE ON TOPS, SIDES AND ENDS UNLESS APPROVED WOOD OF NATURAL RE515TANGE TO DECAY OR TREATED 'WOOD IS USED. FOUNDATION VENTILATION: UNDER FLOOR AREAS SHALL BE VENTILATED BY AN APPROVED MECHANICAL MEANS OR BY OPENINGS IN EXTERIOR FOUNDATION WALLS. SUCH OPENINGS SHALL HAVE A NET AREA OF NOT LESS THAN I SQUARE FOOT FOR EACH 150 SQUARE FEET OF UNDER -FLOOR AREA. OPENINGS SHALL BE LOCATED AS CLOSE TO CORNERS AS PRACTICAL AND SHALL PROVIDE CROSS VENTILATION. THE REQUIRED AREA OF SUCH OPENINGS SHALL BE APPROXIMATELY EQUALLY DISTRIBUTED ALONG THE LENGTH OF AT LEAST TWO OPPOSITE SIDES. THEY SHALL BE COVERED WITH CORROSION - RESISTANT HIRE MESH WITH MESH OPENINGS OF 1/4 INCH IN DIMENSION. INHERE MOISTURE DUE TO CLIMATE AND GROUND WATER CONDITIONS 15 NOT CONSIDERED EXCESSIVE, THE BUILDING OFFICIAL MAY ALLOW OPERABLE LOUVERS AND MAY ALLOW THE REQUIRED NET AREA OF VENT OPENING TO BE REDUCED TO 10 PERCENT OF THE ABOVE, PROVIDED THE UNDER FLOOR GROUND SURFACE AREA 15 COVERED WITH AN APPROVED VAPOR BARRIER. WOOD AND EARTH SEPERATION: PROTECTION OF WOOD AGAINST DETERIORATION AS SET FORTH IN THE PREVIOUS PARAGRAPHS FOR SPECIFIED APPLICATIONS 15 REQUIRED. IN ADDITION, WOOD USED IN CONSTRUCTION OF PERMANENT STRUCTURES AND LOCATED NEARER THAN 6 INCHES TO EARTH SHALL BE TREATED WOOD OR WOOD OF NATURAL RESISTANCE TO DECAY, INHERE LOCATED ON CONCRETE SLABS PLACED ON EARTH, WOOD SHALL BE TREATED WOOD OR WOOD OF NATURAL RESISTANCE TO DECAY. INHERE NOT SUBJECT TO WATER SPLASH OR TO EXTERIOR MOISTURE AND LOCATED ON CONCRETE HAVING A MINIMUM THICKNESS OF 3 INCHES WITH AN IMPERVIOUS MEMBRANE INSTALLED BETWEEN CONCRETE AND EARTH, THE WOOD MAY BE UNTREATED AND OF ANY SPECIES. WOOD SUPPORTING ROOFS AND FLOORS: WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE PERMEABLE FLOORS OR ROOFS WHICH ARE EXPOSED TO THE WEATHER SUCH AS CONCRETE OR MASONRY SLABS SHALL BE APPROVED WOOD OF NATURAL RESISTANCE TO DECAY OR TREATED WOOD UNLESS SEPERATED FROM SUCH FLOORS OR ROOFS BY AN IMPERVIOUS MOISTURE BARRIER. NOTE. ON OCCUPANCY SEPERATION: IN THE ONE HOUR OCCUPANCY THE SEPERATION MAY BE LIMITED TO THE INSTALLATION OF 1/2 INCH GYPSUM WALL -BOARD ON THE GARAGE SIDE AND A SELF CLOSING, TIGHT - FITTING SOLID WOOD DOOR I -3/8 INCHES IN THICKNESS, OR A SELF - CLOSING TIGHT - FITTING DOOR HAVING A FIRE - PROTECTION RATING OF NOT LESS THAN 20 MINUTES WHEN TESTED IN ACCORDANCE WITH PART II OF UBC STANDARD NO.43 -2, IS PERMITTED IN LIEU OF A ONE -HOUR FIRE ASSEMBLY. SUCH DOOR MAY HAVE GLAZING OF 1/4 INCH WIRE GLASS. NOTES ON SMOKE DETECTORS: I. GENERAL. DWELLING UNITS THAT ARE USED FOR SLEEPING PURPOSES SHALL BE PROVIDED WITH OPERABLE SMOKE DETECTORS. DETECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED MANUFACTURERS INSTRUCTIONS. 2. POWER SOURCE. IN NEW CONSTRUCTION REQUIRED SMOKE DETECTORS SHALL RELIEVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE AND SHALL BE EQUIPPED WITH BATTERY BACK -UP. THE DETECTOR SHALL EMIT A SIGNAL WHEN THE BATTERIES ARE LOIN. WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR OVER - CURRENT PROTECTION. IN DWELLING UNITS A DETECTOR SHALL BE INSTALLED IN EACH SLEEPING ROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO EACH SEPERATE SLEEPING AREA. WHEN THE DWELLING UNIT HAS MORE THAN ONE STORY A DETECTOR SHALL BE INSTALLED ON EACH STORY. INNEN SLEEPING ROOMS ARE ON AN UPPER LEVEL, THE DETECTOR SHALL BE PLACED AT THE CEILING OF THE UPPER LEVEL IN CLOSE PROXIMITY TO THE STAIRWAY. IN DWELLING UNITS INHERE THE CEILING HEIGHT OF A ROOM OPEN TO THE HALLWAY SERVING THE BEDROOMS EXCEEDS THAT OF THE HALLWAY BY 24 INCHES OR MORE, SMOKE DETECTORS SHALL BE INSTALLED IN THE HALLWAY AND IN THE ADJACENT ROOM. DETECTORS SHALL SOUND AN ALARM AUDIBLE. IN ALL SLEEPING AREAS OF THE DWELLING UNIT IN WHICH THEY ARE LOCATED. 1Joie• Peerm4. 4ovr o rtki Aar rew%oc 4 /Aeioi bV% Imnler tVb%4 ?As-az7o LOT GOVERASE GALG.— LOT SIZE = 35% COVERAGE = ACTUAL COVERAGE _ Date - 1400 S.F. 25=10 5.F. 1501 5.F. FILL t uPY understand that the Plan (. P anorovals are JOes not a el, -on- n coda or tl "• ged. By 1 T-iG1 Permit No. 1 qL, S 01 - i c; p VW 1 9 1997 .. RECEIVED CITY EN TIJEWILA APR G 71997 PERMIT CENTER Der) -0113 Is'-4" I6 - 4" PARKING 4' CONCRETE. ol.l e 02U514th GRAVEL W //1414I`4x4- 1 TYP. TO I5 BEDROOM 3 CARPET 10'-4" IN G ROOM 26' - O" LNING G T R � A tic wane 0 12' -0" PROPOSED DRIVEWAY ALE: - 1'-0' 35TH AVE. S. PROPOSED FIRST FLOOR PLAN (CEILING HEIGHT 99 D9 7 011 eo 6 -0" 4 ' -0" LEGEND: EXISTING WALL TO REMAIN j EXISTING WALL TO BE DEMOLISHED NEW WALLS EXTERIOR WALLS TO BE 2X6 WOOD STUDS 624" O.G. W/ R -I9 BATT INSULATION AND SIDING PER ELEVATIONS INTERIOR WALLS TO BE 2X4 WOOD STUDS 024" O.G. I PROPOSED SECOND FLOOR PLAN SCALE: 1/4' -1'-0' -4 NORTH r ' r � X G" 1'LINE OF DECK ABOVE L FOOTING r 1 20' -0" PROPOSED BASEMENT PLAN SCALE: 1/4' - FLOOR AREA SUMMARY FIRST FLOOR 1040 5.F. 5ECOND FLOOR 454 5.F. BASEMENT 954 S.F. TOTAL LIVING AREA EDr 24" X 24" 3011 S.F. 6' -0" f: j POST 014 24 [A x 8 0C ' PTG. W/ 3 515,4Z,E.14 T'i P I I MAZES O 0 R 0 Z J W 0 0 z J Q W I W 0 CI) a W tj 2 CARPORT 560 S.F. DECK 45_1 5.F. 1 COVERED PORCH 02 5.F. RECEIVED 00 Cij i C t'yv'\ LL CITY OF 7 1997 P f\i _ APR 071997 O 0 1 9 19 PERMIT CENTER . !\ w g0ILDl + 8 , I ® !�I N ® -'4- 1 (-- - 1 J ❑ BASE w H e II 4 BEDROOM 2 PROVIDE MIN. T -0" CLEAR UT1Lf1`( viu'L — HEADROOM el J mil ... ._, __., r r r r � ' ra t ., DN I„' vlu^fL •_ vR rrL U. r r SJ METE' SHR f r - r � ' 1 t L yyyrr�.� 10 ry , m o ,__L 1 - :r_1 - I i I — 5, --- 2 _ 1 J H MASTER BEDROOM 1 2 -4 W W A _L LK - I I - L _ 12 5" I 26, -0— — — _ -1 I M. DORMER II I • Is'-4" I6 - 4" PARKING 4' CONCRETE. ol.l e 02U514th GRAVEL W //1414I`4x4- 1 TYP. TO I5 BEDROOM 3 CARPET 10'-4" IN G ROOM 26' - O" LNING G T R � A tic wane 0 12' -0" PROPOSED DRIVEWAY ALE: - 1'-0' 35TH AVE. S. PROPOSED FIRST FLOOR PLAN (CEILING HEIGHT 99 D9 7 011 eo 6 -0" 4 ' -0" LEGEND: EXISTING WALL TO REMAIN j EXISTING WALL TO BE DEMOLISHED NEW WALLS EXTERIOR WALLS TO BE 2X6 WOOD STUDS 624" O.G. W/ R -I9 BATT INSULATION AND SIDING PER ELEVATIONS INTERIOR WALLS TO BE 2X4 WOOD STUDS 024" O.G. I PROPOSED SECOND FLOOR PLAN SCALE: 1/4' -1'-0' -4 NORTH r ' r � X G" 1'LINE OF DECK ABOVE L FOOTING r 1 20' -0" PROPOSED BASEMENT PLAN SCALE: 1/4' - FLOOR AREA SUMMARY FIRST FLOOR 1040 5.F. 5ECOND FLOOR 454 5.F. BASEMENT 954 S.F. TOTAL LIVING AREA EDr 24" X 24" 3011 S.F. 6' -0" f: j POST 014 24 [A x 8 0C ' PTG. W/ 3 515,4Z,E.14 T'i P I I MAZES O 0 R 0 Z J W 0 0 z J Q W I W 0 CI) a W tj 2 CARPORT 560 S.F. DECK 45_1 5.F. 1 COVERED PORCH 02 5.F. RECEIVED 00 Cij i C t'yv'\ LL CITY OF 7 1997 P f\i _ APR 071997 O 0 1 9 19 PERMIT CENTER . !\ w g0ILDl + 8 !�I N ® -'4- 1 24" X 24" X 6" DEEP FOOTING ' ❑ BASE ❑ /STORAGE 1 1 1 I__J J 1 � GONGRE ' W N UT1Lf1`( viu'L — /— El J mil ... ._, __., i D � 4R up vlu^fL •_ vR rrL - IN D II • 1FNN I LY ❑ �{ G/'J .T I ❑ 3 I 1 i I — 5, --- 2 I 1 1 IIIII • • I1 II I r - 1 2 -4 I I - L _ 12 5" I 26, -0— — — _ -1 Is'-4" I6 - 4" PARKING 4' CONCRETE. ol.l e 02U514th GRAVEL W //1414I`4x4- 1 TYP. TO I5 BEDROOM 3 CARPET 10'-4" IN G ROOM 26' - O" LNING G T R � A tic wane 0 12' -0" PROPOSED DRIVEWAY ALE: - 1'-0' 35TH AVE. S. PROPOSED FIRST FLOOR PLAN (CEILING HEIGHT 99 D9 7 011 eo 6 -0" 4 ' -0" LEGEND: EXISTING WALL TO REMAIN j EXISTING WALL TO BE DEMOLISHED NEW WALLS EXTERIOR WALLS TO BE 2X6 WOOD STUDS 624" O.G. W/ R -I9 BATT INSULATION AND SIDING PER ELEVATIONS INTERIOR WALLS TO BE 2X4 WOOD STUDS 024" O.G. I PROPOSED SECOND FLOOR PLAN SCALE: 1/4' -1'-0' -4 NORTH r ' r � X G" 1'LINE OF DECK ABOVE L FOOTING r 1 20' -0" PROPOSED BASEMENT PLAN SCALE: 1/4' - FLOOR AREA SUMMARY FIRST FLOOR 1040 5.F. 5ECOND FLOOR 454 5.F. BASEMENT 954 S.F. TOTAL LIVING AREA EDr 24" X 24" 3011 S.F. 6' -0" f: j POST 014 24 [A x 8 0C ' PTG. W/ 3 515,4Z,E.14 T'i P I I MAZES O 0 R 0 Z J W 0 0 z J Q W I W 0 CI) a W tj 2 CARPORT 560 S.F. DECK 45_1 5.F. 1 COVERED PORCH 02 5.F. RECEIVED 00 Cij i C t'yv'\ LL CITY OF 7 1997 P f\i _ APR 071997 O 0 1 9 19 PERMIT CENTER . !\ w g0ILDl + 8 ILL 0 SECOND FLOOR LEVEL MAIN FLOOR CEILING BASEMENT LEVEL 9 SECOND FLOOR LEVEL MAIN FLOOR CEILING MAIN FLOOR LEVEL BASEMEN CEILING BASEMENT LEVEL METAL RAIL N6 FRONT ELEVATION SCALE: 1/4' - T-0' (3 LEFT ELEVATION SCALE 1/4' - 6 rocv , - Ty' 4x 12 Glial2r,C,01,17 9 `r MAIN FLOOR CEILING METAL. 12CO511,1 CAl2r01'T VAISMICIMPETENSW SECOND FLOOR LEVEL MAIN FLOOR LEVEL BASEMENT CEILING BASEMENT LEVEL 11,11111 1111 Jr loo'r H ti • • ,1 L I . ! ' ' RIGHT ELEVATION SCALE: 1/4' t MAIN FLOOR LEVEL BASEMENT CEILING BASEMENT LEVEL BACK ELEVATION SCALE 1/4 - 1-0' LEEND: NEW XTENSION HORIZONTAL HOOD SIDING TO MATCH EXISTING CITY OF E MLA APR 0 7 1997 a 0 0 F- w 0 CD CC 8 A z 00 3 1 8 1- JOIST TO SILL OR GIRDER, TOENAIL 5-8D 2. BRIDGING TO ...015T, TO05AIL EACH END - 2 -80 . 3. I X 6" SUBFLOOR OR LE55 TO EACH JOIST, FACE NAIL 2 -00 4. WIDER THAN r X 6 SIJBFLOOR TO EACH JOIST, FACE NAIL - 3-812 5. 2" SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL 2 -1612 6. SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16D 0 16" OC. 7- TOP PLATE TO STUD, END NAIL 2 -16D 8- STUD TO SOLE PLATE 4-8, TOENAIL - OR 2 -1612, END NAIL 9.. DOUBLE STUDS, FACE NAIL - 1.12 0.24' 0C. 10. DOUBLED TOP PLATES, FADE NAIL 160 0 16" 0.0. II. TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL - 2 -1612 '. 12. CONTINUOUS LEADER, TWO PIECES - - i6D 0 I6' O.G. ALONG EACH EDGE 13. CEILING JOISTS TO PLATE, TOENAIL 3-02 14. CONTINUOUS hEADCR TO STUD, TOENAIL 4 -8p 15_ CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 3 -162 lb. CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL. 3 -160 ri RAFTER TO PLATE, TOENAIL 3 18_ I" BRACE TO EACH STUD AND PLATE, FACE NAIL 2 -02 I9_ I' X 8" SHEATHING OR LE-55 TO EACH BEARING; FACE NAIL 2 -8D 20. WIDER THAN I" X 8" SHEATHING TO EACH BEARING, FACE NAIL 3-80 21 . BUILT -UP CORNot 311105 16D 0 24" O.G. 22. BUILT -UP GIRDER AND BEAMS 200 AT 32" O.G. AT TOP AND BOTTOM AND STAGGERED 2 -20D AT ENOr AND AT EACH SPLICE ' 23. 2" PLANKS 2 -1612 AT EACH BEARING 24. PLYWOOD AND PARTICLEBOARD: SUBFLOOR, ROOF AND WALL SHEATHING (TO FRAMING): I /2` AND LESS - 60' 19/32" - 3/4" 80 ". OR 60 . 7/8" - I" Spa y. I I/8" - I I/4" COMBINATION SUBFLOOR- UNDERLAYMENT (TO FRAMING): 3/4" AND LESS I0D" OR 80' 612+ 7/8" - 1" 812' I I /8" - 11/4" 10D" OR 8D' 25. PANEL SIDING (TO FRAMING) 1/2° OR LESS 60" 5/8" 8p• 26- FIBERBOARD SHEATHING: I/2' NO. II GAP 612" NO. I6 G.A1 25/32 NO. II GA" BD" NO. 16 0.A! MIN. HEIGHT OF VAULTED CEILING l SECOND FLOOR LEVEL FIRST FLOOR GEI,ING FIRST FLOOR LEVEL BASEMENT CEILING BASEMENT LEVEL I II ALI I H L 31- I I 'c. I I I I_II O SECTION BB SCALE 1/4' = T -0' NAILING SCHEDULE I. COMMON OR BOX NAILS MAY BE USED EXCEPT WHERE OTHERWISE STATED. 2. COMMON OR DEFORMED SHANK. 3_ COMMON. 4. DEFORMED SHANK. 5. NAILS SPACED AT 6 INCHES ON CENTER AT EDGES. 12 INCHES AT INTERMEDIATE SUPPORTS EXCEPT 6 INCHES AT ALL SUPPORTS WHERE SPANS ARE 40 INCHES OR MORE. FOR NAILING OF PLYWOOD AND PARTICLEBOARD DIAPHRAGMS AND SHEAR WALLS, REFER TO SECTION 2513 (C). NAILS FOR WALL SHEATHING MAY BE COMMON, BOX OR CASING. 6. CORROSION - RESISTANT SIDING OR CASING NAILS CONFORMING TO THE REQUIREMENTS OF SECTION 2516 (I) I T. FASTENERS SPACED 3 INCHES ON CENTER AT EXTERIOR E26E5 AND 6 INGHE5 ON CENTER' AT INTERMEDIATE SUPPORTS. 8. CORROSION - RESISTANT ROOTING NAILS WITH 7/16 INCH DIAMETER HEAD AND I 1/2 INCH LENGTH FOR 1/2 INCH SHEATHING AND 1 3/4 INCH LENGTH FOR 23/32 INCH SHEATHING CONFORMING TO THE REQUIREMENTS OF SECTION 2516 (J) I 9. CORROSION- RESISTANT STAPLES WITH NOMINAL 7/16 INCH 1260101 AND 11/2 INCH LENGTH FOR 1/2. INCH SHEATHING AND 11/2 INCH LENGTH FOR 23/32 INCH SHEATHING CONFORMING TO THE REQUIREMENTS OF SECTION 2516 (J) I. i t I I! -� I I I I -I 1 I I, � I 1I -11 MIN. HEIGHT OF VAULTED CEILING SECOND FLOOR LEVEL FIRST FLOOR CEILING FIRST FLOOR LEVEL BASEMENT CEILING BASEMENT LEVEL MIN. HEIGHT OF VAULTED CEILING BASEMENT CEILING BASEMENT LEVEL i I I. 11 . SECTION AA SCALE 1/4' -1'-0' O C SECTION CC SCALE- 1/4' — T -0' IJ RECEIVED CITY OF TUKWILA APR 0 7 1997 PERMIT CENTER EXISTING JOIST (2X6 ® ib" O.C) TO REMAIN INSERT NEW 2X6 BETWEEN EXISTING JOISTS REPLACE ANY EXISTING i DAMAGED JOISTS O 2 -2X12 2 -2X12 EXISTING JOIST (2X6 m 16" O.G.) TO REMAIN- INSERT NEW 2X6 BETWEEN EXISTING JOISTS REPLACE ANY EXISTING DAMAGED JOISTS EXIST! (2X5 TO INSER SET JOIST REP PAMA EXISTING X6 A TO REMA PROVIDE 2 -2 EACH SIDE OF EXIST. 4X6 BEAM W/ I/2"• BOLTS C 4' -O" O.G. TO REMAIN EXISTING POST EXIS INS JOIST (2X8 O 24" 0.0) TO MAIN IN5E T NEW 2X5 SE N EXISTING JOI5 S REP ACE ANY EXISTING DA - 6ED JOISTS 26' -O" STAIR WELL `: 2X8 • A" 0.0 I EXISTING JOIST I EXISTING JOIST (2X8 19 24" 0.0) (2X3 a 24" 0.0) TO REMAIN TO RO4AIN INSERT NEW 2X5 INEER- NEW 2X-'i BETI EXISTING BETWEEN EXISTING JOISTS JOISTS REPL NOE ANY EXISTI -IG REPLACE ANY EXtI DAMAGED JOISTS DAMAGED JOISTS EXISTING 4X6 E:=A14.5 TO REMAIN PROVIDE 2 -2X6 EACH SIDE OF EXIST. 4X6 BEAM W/ I /2 "b BOLTS ® 4' -0" G.G. 24" 24" X 5" :► EEP F20 ?NO IS" X SO" X 5" DEEP FOOTING 2X5 JOISTS In i s O EXISTING JOIST (2X6 ® IS 0.0) TO REMAIN INSERT NEW 2X6 BETWEEN EXISTING JOISTS - --�.. REPLACE ANY EXIST. I DAMAGED J015T5 5' 10-4" SCALE 1/4' 13' -0" 2-2X0 HDR. lV EXISTING JOIST (2X6 ® 16" 0.0) TO REMAIN INSERT NEW 2X6 BETWEEN EXISTING JOISTS REPLACE ANY EXISTING DAMAGED JOISTS )1 hgri-oto EXISTING JOIST (2X6 0 16" 0 TO REMAIN INSERT NEW 2X6 BETWEEN EXISTING JOISTS REPLACE ANY EXIST. DAMAGED JOISTS 2 -2X10 HDR. , G' 6ENN EG NALL, NACR END, 2,4 41U75 W/ !4' "L,ThP 00111 5,P66 N/ 2 -2XIO STAIR WELL' EXISTING JOIST (2X6 C 16° 0.0) TO REMAIN INSERT NEW 2X6 BETWEEN EXISTING JOISTS REPLACE ANY EXISTING DAMAGED JOISTS 2 -2X10 NOR. SECOND FLOOR FRAMING PLAN cl N: NORTH Id GXC� PG ' T al 54 ° X 24 x B vEzfi' Na77410 ,V11P SEE C/A T-t I L_ --I 41 N S EXISTING •. - BEAMS TO REMAI PROVIDE . 2X6 EACH SIDE OF EXIST. 4X6 REAM W/ 1/2"a BOLTS ® 4 -0" O . .Q SCALE 1/4' - 1' -0' 20' -0" 2 -2X12 X 24" X 24" X 5" DEEP FOOTING TYP FIRST FLOOR. FRAMING PLAN FOUNDATION PLAN NOTE 0 DENOTES BUNDLE 511UD5 3 MIN., 5 MAX. DENOTES LOAD BEARING WALLS 6' -0 1'4E7) 12COFIN r I j METAL aNNEFT1Kh i/ xl/ G d 1J411.., METAL A* W/ 1.4/141A514 J ` 4x12 GM. CG1.17 N EXISTING 4X6 BEAM EXISTING 6Xb POST b?C!5T. h2.7IU r FLASI- 111•16 METAL fNG:'FING 2s 17,41.1 G __ DETAIL A SCALE: I" = I' -O" h1Mt HTL !lAPcir -12. - 4x!2 LEDGE N// /&4A6C 32 O.u. OU 4T476 — LEPC 12ET, 4x4 i KW-4 44/ 2- G /8' 4 , 130 1 ,..T5 <t GCMG 4LAFS 4/ klN 1zElUr- GFAAVgL FIL'L- *5 EA. 1,1.A.•( 2L0!�t- PET"A l L CARrc' 2T resT 2 -2X5 EACH SIDE OF EXIST. 4X5 BEAM W/ 1/2" 2 BOLTS ® 4' -0" O.G. GENERAL NOTES: BEFORE BEGINNING WORK AT THE SITE, WHERE POSSIBLE, AND THROUGHOUT THE COURSE OF THE WORK, INSPECT AND VERIFY THE LOCATION AND CONDITION OF EVERY ITEM AFFECTED BY THE WORK UNDER THIS CONTRACT AND REPORT DISCREPANCIES TO ARCHITECT BEFORE DOING WORK RELATED TO THAT BEING INSPECTED. BEFORE BEGINNING WORK AT THE SITE, INSPECT THE EXISTING BUILDING AND DETER-1i THE EXTENT OF EXISTING FINISHES, SPECIALTIES, CASEWORK, EQUIPMENT, AND OTHER ITEMS WHIGH MUST BE REMOVED AND REINSTALLED IN ORDER rO PERFORM THE WORK UNDER THIS CONTRACT. THE ARCHITECTURAL DRAWINGS SHOW PRINCIPAL AREAS WHERE WORK MUST BE AGGOMFLISHED UNDER THIS GONTRACT. INGIDENTAL WORK MAY ALSO BE NECESSARY IN AREAS NOT SHOWN ON THE ARCHITECTURAL DRAWINGS DUE TO CHANGES AFFECTING EXISTING MECHANICAL, ELECTRICAL, PLUMBING, OR OTHER SYSTEMS. SUCH INCIDENTAL WORK 15 ALSO A PART OF THIS CONTRACT. INSPECT THOSE AREAS, AND ASCERTAIN WORK NEEDED, AND DO THAT WORK IN ACCORD WITH THE CONTRACT REQUIREMENTS, AT NO ADDITIONAL COST. TRADE, PRODUCT, OR MANUFACTURER'S NAMES OR CATALOG NUMBERS SHOWN ON THE DRAWINGS FOR NEW PRODUCTS ARE TO ESTABLISH QUALITY REQUIRED. IN EACH CASE ADD, SY INFERENCE, AFTER TRADE, PRODUCT, OR MANUFACTURER'S NAME, THE PHRASE "OR APPROVED EQUAL." TRADE, PRODUCT, OR MANUFACTURERS NAMES OR CATALOG NUMBERS, AND INDICATIONS OF PRODUCT TYPES, SUCH AS "GLASS FIBER INSULATION," SHOWN ON THE DRAWINGS FOR EXISTING PRODUCTS ARE BELIEVED TO BE ACCURATE. IF THEY ARE DISCOVERED TO BE INACCURATE, NOT.J,€Y ARCHITECT IMMEDIATELY AND DO NOT PROCEED WITHOUT INSTRUCTIONS. DETERMINE LOCATIONS OF PARTITIONS NOT DIMENSIONED BY THEIR RELATION TO COLUMN FACE OR CENTER, WINDOW JAMB OR MULLION, OR OTHER SIMILAR FIXED ITEM. DIMENSIONS TO EXISTING SURFACES ARE TO FINISHED FACE. DIMENSIONS TO NEW STUD PARTITIONS ARE TO FINISHED FACE IN CORRIDORS AND TO FACE OF STUDS IN OTHER LOCATIONS. STUD PARTITIONS DIMENSIONS ARE NOMINAL. 00 NOT DRILL OR CUT EXISTING FLOOR JOISTS, BEAMS, COLUMNS, OR OTHER STRUCTURAL ELEMENTS, UNLESS SPECIFICALLY INDICATED. DRILL SLABS WHERE APPROVED. CORE DRILL CIRCULAR OPENINGS THROUGH SLABS. LINE DRILL FOR RECTANGULAR OPENINGS. MAKE OPENINGS OF PROPER SIZE FOR CONDUITS, DUCTS, PIPES, AND OTHER ITEMS PASSING THROUGH OPENINGS. PREPARE, SUBMIT, AND RECEIVE APPROVAL OF SLEEVE AND OPENING DRAWINGS BEFORE LOCATING SLEEVES AND OPENINGS IN NEN CONSTRUCTION AND BEFORE DRILLING EXISTING STRUCTURE. SHOW EACH OPENING AND SLEEVE IN THE ENTIRE PROJECT. PROTECT EXISTING MORK TO REMAIN FROM DAMAGE. REPAIR, PATCH AND FINISH, OR REFINISH AS APPLICABLE, TO MATCH ADJACENT EXISTING FINISHES, THOSE EXISTING SURFACES DAMAGED OR NEWLY EXPOSED DURING PERFORMANCE OF THE WORK UNDER THIS CONTRACT. WHERE PERMANENT REMOVAL OF EXISTING MILLWORK, CASEWORK, CABINETWORK, ACCESSORIES, EQUIPMENT OR FURNISHINGS 15 REQUIRED, AND PREVIOUSLY CONCEALED SURFACES ARE TO REMAIN EXPOSED, PATCH PREVIOUSLY CONCEALED SURFACES TO MATCH ADJACENT EXPOSED SURFACES. WHERE SUCH SURFACES ARE SCHEDULED TO RECEIVE NEW FINISHES, PREPARE THE SURFACES TO RECEIVE THE NEW FINISHES. WHERE CUTTING OF EXISTING SURFACES OR REMOVAL OF EXISTING FINISHES 15 REQUIRED TO PERFORM THE WORK UNDER THIS CONTRACT, AND A NEN FINISH 15 NOT INDICATED, FILL RESULTING OPENINGS AND PATCH THE SURFACE AFTER DOING THE WORK, AND FINISH TO MATCH ADJACENT EXISTING SURFACES. EXCEPT IN SPACES WHERE NO WORK UNDER THIS CONTRACT 15 REQUIRED, ENCLOSE EXISTING AND NEW CONDUITS, DUCTS, PIPES, AND SIMILAR ITEMS IN FURRING WHERE SUCH ITEMS PASS THROUGH FINISHED SPACES WHETHER OR NOT FURRING 15 INDICATED. WHERE CONDUITS, DUCTS, PIPES, AND SIMILAR ITEMS ARE SHOWN TO BE INSTALLED IN EXISTING WALLS OR PARTITIONS, NEATLY CHASE THE WALLS OR PARTITIONS, INSTALL THE ITEMS, AND PATCH THE WALLS OR PARTITIONS TO MAKE THE INSTALLATION NOT DISCERNIBLE IN THE FINISHED WORK. SEAL TIGHT AND PROTECT WITH FIRE SAFING EXISTING AND NEW SLEEVES AND OPENINGS THROUGH FLOORS. WHERE A NEW CEILING 15 NOT SCHEDULED, INSTALL NEW CONDUITS AND PIPES IN EVERY CASE, AND NEW DUCTS WHERE POSSIBLE, ABOVE THE EXISTING CEILING. REMOVE EXISTING CEILING AS NECESSARY. AFTER INSTALLATION OF CONCEALED WORK, REINSTALL REMOVED CEILING AND PATCH AND REFINISH TO MATCH ADJACENT UNREMOVED CEILINGS. FURR TO CONCEAL HORIZONTAL DUCTS PASSING THROUGH EXISTING OR NEW SPACES WHERE IT 15 NOT POSSIBLE TO INSTALL THE DUCTS ABOVE THE CEILING. USE GYPSUM BOARD FOR SUCH FURRING. PROVIDE LINTELS OVER EVERY NEN OPENING IN BOTH HEN AND EXISTING WALLS AND PARTITIONS. REFER TO DEMOLITION DRAWINGS, EXISTING INTERIOR FINISH SCHEDULE, EXISTING INTERIOR FINISH MATERIAL AND COLOR CODE SCHEDULE, AND EXISTING EXTERIOR FINISH MATERIAL AND COLOR SCHEDULE FOR EXISTING FINISHES. WORK SHOWN 15 NEN UNLESS SPECIFICALLY NOTED OR OTHERWISE INDICATED AS EXISTING. '1 9 1991 RECEIVED CITY OF TUKWILA. APR 0 7 1997 PERMIT CENTER