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HomeMy WebLinkAboutPermit D97-0104 - SEGALE RESIDENCE - GARAGE, RECREATION ROOM AND BREEZEWAYCity of Tukwila 1 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: OCCUPANT OWNER CONTACT CONTRACTOR Signature: WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. 810860 -0240 4421 S 158 ST ASFR DEVPERM LDR V -N 001 North: HIGHLINE Contractor License No: DEVELOPMENT PERMIT LAPIALP055MZ: Permit Center Authorized Signature : Q Dip Permit No: Status: Issued: Expires: Streams: (206) 431-3670 D97 -0104 ISSUED 05/20/1997 11/16/1997 Occupancy: PRIVATE GARAGE UBC: 1994 Fire Protection: South: .0 East: .0 West: .0 Sewer: SEPTIC Slopes: Y SEGALE MARK 4421 S 158 ST, TUKWILA, WA 98188 SEGALE MARIO & DONNA PO .BOX 88050, T.UKWILA WA 98138 ,JACK DWYER P.O. BOX 88080, TUKWILA, WA 98138 LA PIANTA LIMITED PARTNERSHIP P.O. BOX 88050, TUKWILA, WA 98138 ***************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Permit Description: CONSTRUCT NEW 1,542 S.F. GARAGE, REMODEL EXISTING GARAGE INTO A RECREATION ROOM AND ADD A BREEZEWAY BETWEEN THE HOUSE AND GARAGE.. PROPERTY'IS.ON SEPTIC SYSTEM, SEE KC DEPT OF PUBLIC HEALTH PERMIT #H97M0037. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 44,617.08 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 Phone:'.(206) 575 -3200 Phone: 206 575 -2000 Phone.: 206'575-2000 Public: N ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 903.59 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** • Octiva__ Date :5.- O TJ I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. Date: ( - • er 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. P±.ddress 4'421 S ui.te Tenant. Type DEVPERTI Parcel # 810860- 0240 . k'k *** k•k* * *•k•k ** k•k : * * * , * * Permit Conditions:. uorar 158 : Permit No: 097 -0104 Status : " ISSUED Apn,lied 03/28/1997 Issued : '05/20/1997 * * k * *•k* k . k * *•k* kill **•k k k* 'k *.' - *k * ***•k *** ** k*ck * *;k•k * * *•k ''i Temp,orar.v`•erosi:on .control ' measures: shall be .implemented: as the f irst '.order o f, business to prevent sedimentation off • s ite :Or i existing std':drra.in agei rnmende It; is - strongly r ecod` storm dra'inage., designs be certified by a 1i6e6sed F engineer ;. otherwise, the, owner sssum�es l iab i l ityffor` and" any ; :`sub,eaue, t related damages ` . E d No changes , ^$41,1 . i be made to the plans :unie °ss` ap.phoveci by the 4rCh itettplr Engineer and the Tukwila P:i mop irl�g p�ernits, s,ha11 , be obtained .through; t he - Seattle'- Ki'ng. Countv4 l epartnient of Public. , Hearth Plumb inv.•wi l 1,- Ibe inspeA,ed by that agency in :c1uding.all gas p ip i n g . (:296 , =7 2 r + .' S t , c ` . • Electrical f` r� em,its al . shal be obtained :through the Washingto Stat41Di00on 'of Labor and :iIl_n•du and all electrical wark;'.w.i l l' be inspected"'by that agenc (248- 6630) . ",,,, Al 1 permits, inspe,c.tion anea roved plans sha ava�i�lable at the ;jo.b site pr,.ior to the . t r, art of any, con s str;uction Thee..., sdocunrenare'to be, riiaintained and 0,04- abi e, until ` , final i.nspecti un- appr.dvall ` z i s` ' granted . • AiT ,;const 'r ' to,,.be "done,-J.n conformance .with approved p 1 ans• and rements the : Un i for Bull ding Code (1994,`' Ed ri.on) as r. aended tin Me ;Code, (1994 Edition) and Washington State Energy Cod t'ian) . 8. Notify the ,;Ci,.ty of Tukwila Building Div�.isio .,prior? to ;' .. plac�.inl'q any, ,concrete. This procedure 5is`- :in `a,ddit;.ion' to any,.. requ O:'.,ements forspeci a 1 i nspec t on. ' f ,T` 9 . Val idi;ty of Permit. The ;issuance of,,a permttor approve p1ans, spe"cifiications,' and corputationss`hai , l' not, be con strued 'to `;;. be a= = ` `�p,ermit' for, or an approval., of any.uio1a.t•lon of any'o'f, the prov,,isions of the bui 1d11-n.g` code or any;:; other' ordinance of the jurisd.i'c=tion. No permit presumi'ng to give 'auth`or'ity'. to violate 'of, .cancel ;the provisionss`ofthis code shall be -valid. ; Project Marken nt: Garage Addition Type of work: ❑ New Single- Family Residence ❑ Addition - Single- Family Residence © Interior Remodel- Single- Family Residence ❑ Residential Accessory Structure' ❑ Remodel /Addition to Accessory Structure © Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Value of Construction: kW �ac1 (p F ) RDM0a4k if 15.00() Site Add4ei S. 158th Street, Tukwila, WA 98188tt6 City State /Zip: T x lOPPprc �- 0�+0 -6 I N ber 1 Property Owner: Same 1,542 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Phone: 575 -3200 Street Address: Same City State /Zip: Fax #: 575 -3207 Contract La Pianta Limited Partnership ' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. Phone: 575 -2000 Street Address 18010 Southcenter Parkway, Tukwila, WA 9 tale /Zip: Fax #: 575 -1837 Architect: Lance Mueller & Associates Phone: 325 -2553 Street Address: 130 Lakeside, Seattle, WA 98122 City State /Zip: Fax #: 328 -0554 Engineer: N/A Phone: N N/A Street Address: City State /Zip: Fax #: Contact Person: Jack Dwyer Phone: 575 -2000 Street Address: P.O. Box 88050 Tukwila, WA 98138 City State /Zip: Fax #: 575 -1837 Description of work to be done: f4 i) .D G- AAA et Type of work: ❑ New Single- Family Residence ❑ Addition - Single- Family Residence © Interior Remodel- Single- Family Residence ❑ Residential Accessory Structure' ❑ Remodel /Addition to Accessory Structure © Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: 71 Sewer Septic (King County Health Dept. approval required - 296 - 4722) Existing Square Footage for Structure: 2,594 sq. ft. Dwelling 288 sq. ft. Covered Deck(s) 751 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: sq. ft. Dwelling 72 sq. ft. Covered Deck(s) 1,542 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) .144216 For an Accessory dwelling, provide the following: 36383 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 TUrVILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 •R STAFF USE ONLY Project tNumber: Permit Numbers .:;;; , ;;L'; 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 ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering: 0 Cut cubic yds. 0 Fill cubic yds. End Time: ❑ Flood Control Zone ❑ Hauling ❑ Moving an Oversized Load: Start Time: S anitary Side Sewer #: 71 Sewer Main Extension 0 Private 0 Public . Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public Water Meter /Permanent # Size(s): ❑ 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 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: Date application expires: Application tap -0: (initials) PLEASE SIGN BACK OF APPLICATION FORM SFPL'RMIT.DOC 2/13/97 BUILDING OWNER OR A THORIZED AGENT: Signature: - ,,,, -'_ Phone: Date: 2 575 -2000 • X g--.3 Fax #:575 -1837 Print name: Jack Dwyer Address: P .0 . Box 88050 City /Sta e/Zjp: Tuwi WA 98138 ALL SINGLE- FAMILY RESIDENT! PERMIT APPLICATIONS MUST BE BMITTED WITH THE FOLLOWING: DRAWINGS PREPARED BYE REGISTERED ARCHITECT OR PROS _SSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ El King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ El 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. ! 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. SF I ERMIT.DOC 2/13/97 'le**********i**AAAA************* CITY OF TUYWILA WA D TRANSMIT 4.************A*** .A*A ****** . 4c elki lli****Iti•Vitir4c4rA iciti****i**/c* TRANSMIT , Number: R9700558 Amount: 326.26 03/28/97 09:30 Payment Method: CHECK Notation: MARK SEOALE lnit: SLB Permit No D97-0104 Type: DEVPERM DEVELOPMENT PERMIT Parcel No 810860-0240 Site Address: 4421 S 158 ST Total Fees: 878.59 This Payment 326.26 Total ALL Pmts: C70.60 Balance: 207.99 1.#(1. ii*Airiql*********11**********lcit******ik***1.1.*****A h***0****1%*** Account Code Description Amount 000/322.100 BUILDING - RES 326.26 7001 9719 TOTAL 670 .60 * * ** *al * * * *** *** * * * * *** * * *A * * * * * *' *** * * * * * * * * * * ** * * * * ** * * * * * * * * * * CITY :OF TUKWILA WA ' ('�t( TRANSMIT ;... �* err" *** *A * * **,�•*** * * ** *fin* ** * *� •,� * *, n** * *a, * * ***** * * *•a *** ****** ** TRANSMIT dumber: 119700558 Amount: 344.34 O3/28/97 09:29 Payment ::,Method: ,:'CHECK '. Notation MARK SEGALE Zrtit: SLR Permit No D97 -0104 Type DE4'PERM DEVELOPMENT PERMIT Parcel No 8 Site Address: 4421 S 158 ST This Payment 34 ..34 'Tot 4* ' * * **c ]k ` ( . ; 1l,t ( * - 1, ^ A•R`iA +* * * * * * *•h * * * * *** ** * ** k * * **** ! Account� e� �, D or i nt i on (amount 000/34u�:� `0 � C { JPLAi� CHECK - 344.34 x Total Fees: 878.59 1 ALL Pmts: 344.34 900 03/29 9719 TOTAL 670.60 CITY OF TUKWILA PW Den 344.34 P14 DCD 326.26 CHECK 670.60 03/29/97 19 16 :42 0097 9001 * * * * 74 * * * * * * * * * * * **. * * *. ** •.* * * * * * *.*. ** * ** * * • * *A * * * * *74* *A. k *•k ** CITY TUKWILA: WA' TRANSMIT * * * * * *. .*, * ** 0 * *7; *d4 * * *� * **** *doW****A *•loll **A** * ****•k74*k **** TRANSMIT. Number: R9700584. Amount: 232.9 05/20/97 15:39 Pa Method :.CHECK ' Notation: MARK SEGAL.E I n i t : , SLB Permit' No D97 -0104 Type: DEVPERM DEVELOPMENT PERMIT Parcel No:- ;810860 -0240 ite Address: 4421 S 158 ST Total. Feed: 903.59 This Payment 232.99 Total ALL Pmts: 303.59 Balance: .00 k** A********** 7k*****•*•******* A** * * *. * * ** * * **. * * * *•k *•k * *** * * * ** A **• *fir Account Code 000/322,100 000/345.830 000/386.904 412/342.400 Description BUILDING. RES PLAN CHECK - UTILITY STA'(E'- BUILDING SURCHARGE INSP FEE .. STORM. DRAIN Amount 203.49• . 10.00 . 4.50 15.'00 0665 05/22 9717 TOTAL . 232.99 Project: — Type of inspectio ,_. Address: �lc./ 5. lSB ' a e called: Dt calld Special instructions: Date wanted: �(/ t/g� a.m.. p.m: Requester:. Phone No.: COMMENTS: (f"rApproved per applicable codes. Inspector: INSPECTION RECOR Retain a copy with per _�.. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 J.Yri.•-cv4 PERMIT.NO..:1 (206)431-3670 . Corrections required prior to approval. Date: h! It, hi [ � $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: Project: Type of inspection: Address: yy2a 5 . i . r s Date called: �f v , /' Special instructions: Date wanted: . a.m., p.m. Requester: Phone No.: . INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION ' RE Retain a copy with ,...1mit Date: D9 7 -0 y ERMIT NO. 2D 431 -3670 Corrections required prior to approval. COMMENTS: Inspector: aP r 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 : Project:m a Type of inspection: pi ..6146t Address:,r .. 4/42 Date called: & - /D- 18 Special instructions: Date wanted: a.m. P.m. Requester: Phone No.: INSPECTION RECORD_ , Retain a copy with pe INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. 4^• Pg PERMIT NO. (06) 431-3670 Corrections required priori° approval. COMMENTS: Inspector; v Date: 4 r $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: COMMENTS: • / eat+ o s -►J M (3 u I L, / (1.,J) -vi t r1 6 Address: L;i t-h Gtr I 0 CL u ,o, '311.c_ 4o 0 I T1 (J Date called: T LA—T0A 3 A.,,./y, A „a ' ,J t; A.4-011 . Date wanted: z , / /q � a.m. p.m. Requester: 0 d-a ( o wte --, d=L go / 0 `. (ziv 1ST 9 1-ih\) rM A-r—txu Tt ` ft✓ h.1 , Ct GE o (L rv' 0 r6 9 N00.0 e'∎ C- 0-r` pouvy 0 Pt rn - O( PoLvA 0 & LASS kASt on) t i-c N' 11.146L 6.A1.A.4S Project: ET Ai( ` Type of inspection: ,- C '1 t) (\L Address: 5 (. Date called: Special instructions: Date wanted: z , / /q � a.m. p.m. Requester: Phone No.: INSPECTION RECORD Retain a copy with perr . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 `1 d) 6 . PERMIT NO. (206) 431 -3670 Approved per applicable codes. S" Corrections required prior to approval. Inspector: C Date: a IN [ I $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Propgt ., _ p � �lllll � Type of �n` pe io : t I � Gt. Date ca led: !2 -/ �-� Adcfe$ss: i s p� Special instructions: Date wanted: i?,1. J ari a.m. .m. Requester: S + _ - . , Phone No.: S .. 7.40-D Approved per applicable codes. COMMENTS: Inspector INSPECTION RECOR, Retain a cop} with per INSPECTION NO. CITY OF TUKWILA.BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 r4e eve49 64/ 41'.' k7 Date: 991 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. J l ec%rnr '/ ,OO-=ri $42. REINSPECTION E REQUIRED. Prior to inspection, foe must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: . Date: PERMIT NO. INSPECTION RECOR Retain a copy with per, INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 Project:/ AddrA Special instructions: Type of inspection: Date called: Date wanted: t A - 11 - '1- Requester: Sz , _„ Phone No.: COMMENTS: I Inspector: Date: / / Approved per applicable codes. I Receipt No.: (206) 431- 3670 Corrections required prior to approval. $42,00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Project: iivir? Type :::ti0 f pecn: / ° r nj Address Date : Special instructions: Date wanted: 1/"— Requester: Phone No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I Approved per applicable codes. COMMENTS: Inspector: INSPECTION RECOR Retain a copy with per $42.00 REINSPECTION FEE REQUIRED. be paid at 6300 Southcenter Blvd., Suite 100. Receipt No.: Date: I I (206) 431 -3670 Corrections required prior to approval. Date: Prior to inspection, fee must Call to schedule reinspection. P 'act: Type of inspec i h <�� A d r s • a\ 15$ SI" Da e calla � 97 Special instructions: L I � a C� • ?te CL5 — Date wa t d: r ^ a.m. l� � cc Reques : Ck 4c e Phone No. X75 _� INSPECTION RECOR Retain a copy with per INSPE TION O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 MIT NO. (206) 431 -3670 p( Approved per applicable codes. MENTS:. Corrections required prior to approval. 6r $Af( • $42.0 " EINSPECTI % FE REQUIRED. Prior to inspection, fe= must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: - r•'-ct: \/ •e of inspection: it 0 1 • • `Mk �(_ • * . Specia instructions: wan = •: —s CAC Re uester: CY...• P one • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. _ I Receipt No.: INSPECTION RECOR Retain a copy with per PERMIT 0. (206) 431 -3670 COMMENTS: Date: Corrections required prior to approval. tf/c) $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: .4 • . I t ojec�t: 1 i k r T e of inspection: `l )■. i_ .c:n A dress: Date called: Special instructions: ' to an ed: 'Cr-) �i ' Re�q Phon .: 2L _ 1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: Inspector: Date: Approved per applicable codes. I Receipt No.: INSPECTION RECOR Retain a copy with per trctl PERMIT NO. (206) 431 -3670 Corrections required prior to approval. pi $42.00 REINSPECTIOtt(/FEE REEaUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: • • - t• 4 1 , Type •f in •e ion: � AY$ 0A.. ta. &k It: , pr Special instructions: w (A r) a.m.. e • uester: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 Approved per applicable codes. [/1 Corrections required prior to approval. Inspector: INSPECTIONLRECOR Retain a copy with per - r F1 $42.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Date: / 7 Of PERMIT NO. (206) 431 -3670 Project: " A Type of inspection: 1 0-0yZ Sul- A-'to i.I Address 1 4i-17-/ S. I SRs- Date called: 9' Special instructions: y y AU L G. 14i • Date wanted:. a.m. Requester: tI AeIC_ Phone No.: S - 75 — Za INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS:. Inspector: Receipt No.: INSPECTION RECORIIr Retain a copy with penki Date: Date: a - 7 -6 oLi PERMIT NO. (206) 431 -3670 Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. M ic ( Ct: xpe of inspection' Special instructions: D6Arrac d: /I n it. ' equester: Ilk am ilia, • INSPECTION = RECOR Retain a copy with per INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 D'1- n1d-1 PERMIT NO. (206) 431 -3 0 Approved per applicable codes. X`Corrections required prior to approval. COMMENTS: co Twks l Inspector: C , ) 7 Date:e $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 M e-- r^ _ C& _ n _ ,, of inspection: M . ,, _� '�` 4d:q S pecial instructions: e w n d: n quester: 12....., au..... . -iaOOO ce �1. • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Jpa I Approved per applicable codes. COMMENTS: Inspector: , r INSPECTION RECOR Retain a copy with per • • I PE MIT NO. (206) 431 -3670 Corrections required prior to approval. 7 1 -e- 4/4/64/ Date: ed `II- 44 $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: COMMENTS:. 0 3 _ dd ) . -/( ;( j ' 5 4 - 1 6 J 63 -e burr/ s Z) __ ( .9 ie,a-- /-b 6,.1,', J ► �P Special instructions: / h4 1 ( al)), ,) (,,;.15...x vY, 'o I-- S Pd-e.,-, 1 U ii. /I Al " rzl ut. -.IA/ 4 4 ()Lice <',-.7 -t_ c 4:—. or...-r, Ai -e_ 1..I r . r � 6 , e . ,'� 40-crce �,_ d .(,3 p..v c C(�lir_t..l ef>C... f L�2f- ,U'L as .-- e sepcO �j f 4? "07o, ' � 7)11/4 CM u 1 Sr(i , < _ 4 SS /, • o'ec : a4.1 ' , i 1, . ,. 41 . • . T •e .f • spection ^ , ! 1.:y' 1 A,l . t Special instructions: p $ t 1 wnted: �a�mr• R quester: ),r -- O l LX �Q A -�hhi�p lS.? - 1e 4 .. K ltiyvf ../.=.N= 4. al. INSPECTION RECOR Retain a copy with per INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 � t (206) 431 -3670 PERMIT NO. :Approved per applicable codes. [] Corrections required prior to approval. Inspector: $42.00 REINSPECT! % N FEE REQUIRED. Prior to inspection, fee must s u be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ..17/00/16.111•1411......117.1•111/11. INSPEC ION NO. INSPECTION RECORIrst Retain a copy with penk,<, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Inspector: I Receipt No.: Approved per applicable codes. C MMENTS: ‘A, I I Corrections required prior to approval. Date: ic .I 2 07 El $42.00 SPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: (206) 431-3670 4 ■ C q (1 Special instructions: Nte_wtt. qr./ . . Requester ......Saf—V-... 0 GULSUL. P — acon ..17/00/16.111•1411......117.1•111/11. INSPEC ION NO. INSPECTION RECORIrst Retain a copy with penk,<, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Inspector: I Receipt No.: Approved per applicable codes. C MMENTS: ‘A, I I Corrections required prior to approval. Date: ic .I 2 07 El $42.00 SPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: (206) 431-3670 Project: Type of inspecti `" Address: / Date called: Special ins ructions: Date wanted: J P G a.m. Requester: Phone No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION, 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: I I Approved per applicable codes. INSPECTION RECOR Retain a copy with per (206) 431 -3670 Corrections required prior to approval. $42.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Proje EhA�E:, MARL Ty f 'section• l'�� Au_ NAIL41J& r Vim ist Date called: g I 2- 9 � Special "instructions: Date wan d• ,� a.r I3 � .. 1 `�� ..��•' Requester: J ACS D o c: ____ Phone No 57 5 - 200 0 INS ON NO. INSPECTION RECOR Retain a copy with per CITY OF TUKWILA BUILDING'DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I Approved per applicable'codes. Inspector: I Date: • .1 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: u c Ce t., L!/ce s /3 $42.00 - EINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pro Type, ofnspecti 1 !S UL- A110/ gd_c�r�. ' 1= �� Date called: _ I S�peecial instructions: Date wanted: C� cri:... � ! i � Requester: - k b14 �� Phone No.: 60 - c 1 .56, INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Inspector: I I Receipt No.: [Approved per applicable codes. INSPECTION RECOR Retain a copy with per 11c1i DI o4 PERMIT NO. (206) " 431 - 3670 Corrections required prior to approval. COMMENTS: Date: r, � 7 / /1- $42.00 REINSPECTION FEE - REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.,' Suite 100. Call to schedule reinspection. Date: t�. Project: Cyl 4.4 Type of inspection: so Address: /1 i So 1 /.C8 f1 Date called: 6 S /f 7 Special instructions: Date wanted: ,, aid - D/C 7 a.m. p.m. Requester: 7 - Phone No.: INSPECTION RECOR Retain a copy with per INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: . *1 - S '., 4/ M scA qo LAA4 -44 -041 . e,� / a u.ovAi gerA IVA &A rb d-6 /qr Gem .4u2.4�1 .1 af - , A.,(AA 7v t JP1 to di qa 7/97 II 5. roil (, Inspector: fit r / Corrections required prior to approval. $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: L).1 -01 0 PERMIT NO. (<6;731-3676 97 Project v z) , s (, � / L \ � Type of inspecrni G ell'0 1 ` Addre 2 9 (s Date called: Special instructions: : we; Date wanted: (P iv r ��- . p.m. Requester: Phone No.: U 6 S U 13( 1 INSPECTION RECOR- Retain a copy with per INSPECTION NO. CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #10p, Tukwila, WA 98188 }� Approved per applicable codes. COMMENTS: Inspector: I I I Receipt No.: I I 1i 6:71" t'.._ S Cdh(5 S cb— Date: L D9'i -6104 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100.' Call to schedule reinspectiori. Date: Pro ct:. Ty of i action: g l s: 5 1 ...r Date called: Q G Special instructions: I,ASt Wei PC A Date wanted: lI) , z 0 _ra,y cal Requester: j AeL ` 1 Phone No.: (oc75 13 0 INSPECTION RECOR Retain a copy with per INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 COMMENTS: Inspector: Date: 1a U Approved per applicable codes. i $42.00 - EINSPECTION FEE REQUIRED. Prior to inspection, e must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspction. Receipt No.: bsi. 004 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Date: Pro ALE. 1zS. Type of inspec ' TiNhs r s 6 Date called: Special instructions: Date wanted: c Requester jA L W_tielz. Phone No fl Approved per applicable codes. f INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION : 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Date: 0 101- PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: R Inspector: Date: I( 19_7 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, ( fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: ACTIVITY NUMBER DTI 010 DATE 5-14) - 97 PROJECT NAME 59q1-e, mark DEPARTMENT: BUILDING DIVISION El FIRE PRE NTION ❑ F'r• 5aolaf -- N � PUBLIC W RKS STRUCTURAL El N DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE El COMMENTS • TUES /THURS ROUTING: PLEASE ROUTE l NO FURTHER REVIEW REQUIRED ❑ ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED' C:ROUTE -F ) qj COL C�P1 PLAN REVIEW / ROUTING SLIP NOT COMPLETE ❑ • 1 APPROVALS OR CORRECTIONS: (ten days) • APPROVED ( I APPROVED W/ CONDITIONS ❑. NOT APPROVED (attach comments) ❑ APPROVED W/ CONDITIONS DATE DATE REVIEWERS INITIAL DATE NOT APPLICABLE ❑ PLANNINbDAISION ❑ PERMIT COORDINATOR DUE DATE 5' a° • 97 DUE DATE . 3- 9 DUE DATE NOT APPROVED (attach comments) ❑ (Certification of occupancy required. ) '.`• dr" w1': q'.. v:i x' 1' iiidi$` T.v 11.4:rar.siiroVamm#4 , 5iairAY Lnt%;.; nL^. fte wolc329NJSliYR NceorAit.l:Vt:; PROJECT NAME COMPLETE ❑ COMMENTS REVIEWERS INITIAL APPROVED I l REVIEWERS INITIAL APPROVED ❑ REVIEWERS INITIAL C:ROUTE -F PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER 1/91 ()tog DEPARTMENT: BUILDING DIVISION PUBLIC W RKS ❑ • N ScI- rflark FIRE PRE NTION ❑ N n STRUCTURAL ❑ N 1� 4 DETERMINATION OF COMPLETENESS: (T,Th) NOT COMPLETE ❑ TUES /THURS ROUTING: PLEASE ROUTE n NO FURTHER REVIEW REQUIRED ❑ ROUTED BY STAFF ❑ (If routed by staff, make copy to master file & enter Sierra.) DATE I I APPROVALS OR CORRECTIONS: (ten days) APPROVED W/ CONDITIONS ❑ CORRECTION DETERMINATION: DATE APPROVED W/ CONDITIONS DATE }!' .liNJMiY.rt!+:�aW NOT APPLICABLE ❑ NOT APPROVED (attach comments) ❑ DUE DATE NOT APPROVED (attach comments) ❑ i+t�:rxrJU„�wcx DATE 5-14) D PLANNING ;i PERMIT COORDINATOR OORDINATOR ❑ DUE DATE 5' ao ' 9i DUE DATE (. 3� 97 1 (Certification of occupancy requited. BUILD1VG DIVISION ) AlfC WO RKS 4 REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE -F PRM%r C.XVA i naiidr C.ej PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0104 PROJECT NAME SEGALE MARK DEPARTMENT: DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE NOT COMPLETE El COMMENTS TUES /THURS ROUTING: PLEASE ROUTE d NO FURTHER REVIEW REQUIRED fl ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) APPROVALS OR CORRECTIONS: (ten days) TRU CORRECTION DETERMINATION: P L VEITION PLANNING DIVISION DR q PERMIT COORDINATOR DATE REVIEWERS INITIAL DATE DATE DATE 3/28/97 DUE DATE 4/01/97 NOT APPLICABLE 0 DUE DATE 4/15/97 APPROVED APPROVED W/ CONDITIONS E NOT APPROVED (attach comments) Co« ea(c n i r { ct 'eel ./6(P DUE DATE APPROVED D APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) (Certifcadoa of occupancy !squired. ) c SB ACTIVITY NUMBER D97 -0104 PROJECT NAME DEPARTMENT: BUILDING DIVISION PUBLIC WORKS 4 DETERMINATION OF COMPLETENESS: (T,Th) TUES /THURS ROUTING: PLEASE ROUTE /[J NO FURTHER REVIEW REQUIRED ROUTED BY STAFF Ei (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) DUE DATE 4/15/97 APPROVED APPROVED W/ CONDITIONS ❑. NOT APPROVED (attach comments) REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE -F <vra5u ila5x$S ?tu «� NPi laka?ara « °.;''.'`' f,: 'r"eb' : ;JFy ir.;M..gdt1`.%41U PLAN REVIEW / ROUTING SLIP SEGALE MARK NOT COMPLETE • NOT APPLICABLE 0 FIRE PREVENTION ' ! PLANNING DIVISION 0 STRUCTURAL ❑ PERMIT COORDINATOR El CORRECTION DETERMINATION: APPROVED ' APPROVED W/ CONDITIONS DATE 4 ` I` I DATE DATE DATE 3/28/97 DUEDATE 4/01/97 .4/24/q DUE DATE NOT APPROVED (attach comments) 0 (Certification of occupancy required. 21a'.'�?iG�TYNG r4'LXlAtV�'i`v DEPARTMENT: BUILDING DIVISION L_1 PUBLIC WORKS COMPLETE ED COMMENTS • REVIEWERS INITIAL, REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE -F PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0104 CORRECTION DETERMINATION: �� .li } ( �^y J `. r!1F.9:R5.:...34: rY�d �p�k'(. »' <t: 1 41Y� {i:'. h t PROJECT NAME SEGALE MARK FIRE PREVENTION I PLANNING DIVISION STRUCTURAL [2 PERMIT COORDINATOR 0 J DETERMINATION OF COMPLETENESS: (T,Th) NOT COMPLETE El Ai/ TUES /THURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED t ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) DATE I APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED WI CONDITIONS ❑. NOT APPROVED (attach comments) Q DATE DATE "(///c 7 DATE 3/28/97 DUE DATE 4/01/97 NOT APPLICABLE Ej DUE DATE 4/15/97' (Certification of occupancy required. a DUE DATE APPROVED ' n APPROVED W/ CONDITIONS 4 : NOT APPROVED (attach comments) l.J 7-4t u'tr, �4Gi r...cv, r ^ ' ". :.��:�1♦M1:�iwdf.. .... U2;:'.. .1. Cx f`�r.S: to ^.+k..+l:t {'Fil.1F:iMvw:.,:�ty 7:��'w��'','�•,x ,; :.�T:ii .L.:ptY.e..aP AC'S " ;; A �:,;id.4`..4 PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0104 PROJECT NAME SEGALE MARK DEPARTMENT: BUILDING DIVISION PUBLIC WORKS 4 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE 171 COMMENTS • TUES /TFIURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED RI ROUTED BY STAFF ❑ (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL c I APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS E. NOT APPROVED (attach comments) Q REVIEWERS INITIAL CORRECTION DETERMINATION: REVIEWERS INITIAL C:ROUTE -F FIRE PREVENTION STRUCTURAL DATE 3/28/97 PLANNING DIVISION II PERMIT COORDINATOR ❑ DUEDATE 4/01/97 NOT COMPLETE ❑ NOT APPLICABLE ❑ DATE 1- 0 /Ci DATE DUEDATE 4/15/97• DUE DATE APPROVED n APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) ❑ DATE (Ccrdficadon of occupancy requIctd. ) "L4 {il r� ii ,..��., a y,xh }F.�'''; t - - M �.F,�','.' } ` � 5.1 % �Yk.' ) iW �.��t'��y u. i R s±:v �.� '.... 5 ,, ' �Stiti+ u r+ ��. a�.' �` �1di.] YS�. �. �t. aa9li � - Sl?�+ �,' �t `i��`tB:S,��i'�,?.� �; �.. �:' �t?sti"' �,: �L' �?.. �'"%; r�ttu��fiisi '�ft��fr��`:roa'�"�;_1 ACTIVITY NUMBER D97 -0104 PROJECT NAME SEGALE MARK DEPARTMENT: BUILDING DIVISION C) U PUBLIC WORKS 4 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE PKI NOT COMPLETE C NOT APPLICABLE COMMENTS TUES /THURS ROUTING: PLEASE ROUTE ‘ E - 7.1 NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF C] (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) DUEDATE 4/15/97 APPROVED n APPROVED WI CONDITIONS NOT NOT APPROVED (attach comments) CJ REVIEWERS INITIAL t 1 CORRECTION DETERMINATION: APPROVED 1 APPROVED WI CONDITIONS REVIEWERS INITIAL C:ROUTE -F C PLAN REVIEW / ROUTING SLIP FIRE PREVENTION C PLANNING DIVISION STRUCTURAL El PERMIT COORDINATOR 0 ' DATE ( 1 / �� DATE 3/q DATE :+ 91itru• iQ� iti AF"y tShI • £!: SM DATE 3/ 28/97 DUE DATE 4/01/97 DUE DATE NOT APPROVED (attach comments) 0 (Certification of occupancy required. ) I City of Tukwila Department of Public Works NOTIFICATION OF UTILITY PERMIT ACTION Permit Center Public Works Engineering Apri1 Segale Existing SFR 4421 South 158th Street Permit No.: D97 -0104 Contact Person: Jack Dwyer Phone: (206) 575 -2000 •THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FORISSUANCE • IN ACCORDANCE WITH THE PLANS APPROVED ON APRIL le, 1997: • • 23 PERMIT FEE Storm Drainage Fee $25.00 TOTAL: $25.00 Ross A. Eamst, P. E., Director Two copies of the confirmed Utility. Permit. Application and plans are attached for inclusion in the permit file. JJS /sal CF: Development File (with copy of application and plans) PW Utilities Inspector (with copy of application and plans) ?: KLiN:;1 :t �prl'.Ci John W Rants, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 4310179 • Fax (206) 431-3665 APR -21 -97 MON 05:28 PM SEGALE BUSINESS PARK FAX NO. 2065751837 P.02 o ( ) 12 _v f - rr P O .A7P RO ED PER PUBLIC WORKS - i "E'ER DATED r�22 .19q-7 { RECEIVED APR 2 21997 TUKWILAA PUBLIC WORKS -APR -22 -97 TUE 03:24 PM SEGALE BUSINESS PARK FAX NO. 2065751837 F t c.z- a, F ra t3 These plans have been reviewed by the Public Works Department for conformance with current. City standards. Acceptance is subject to errors and orris ions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: e a 23 1(11113y: , .SoLtA 3a' our. X S. T � P 4 S ctt T3A.s — e2Poad rt �c. rci - sta A Rest 0 0 0 0 0 c 0 0 0 t) P.02 M t• 4• a c3 DoWf s Fakir bL�we '- FIN) t5 Lc. � G- �• W G antt { L. Mr. Dave Larson City of Tukwila Building Department 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 Re: Building Permit #097-0104 Address: 4421 South 158th Dear Mr. Larson: Please be advised that I am aware of the lack of access to the underfloor area of the, former garage. Enclosed is a flashing detail at the north wall. • • 0.:• •.• • :;• • • 0'-- Mark A. Enclosure P.O. BOX 88050 TUKWILA, WASHINGTON 98138 • TELEPHONE: (206) 575-320) RECEIVED CITY OF TUKWILA SP 1 5 1997 peRmIT CENTER ./ ..-------- VENT HOLES 1/SN PLYWOOD INSULATION BAFFLE 26 GA, G,I,/ALU FLASHING LANCE MUELLER & ASSOCIArop ARC'HITIC TII•A I A 130 lakeside • suits MOO • seattle, washIngton38111111 • 325'2553 fax 328 • 0554 i50/5 BE-QE-0/Te, / 4 1,49,2x, i 4s 040/71 DA) 6 2, 9°7- amg. • Re. PO,Q A) > / 0, 1/23 /97 144 OFICE /2- 7 iCO 4.4. Ow AL) 4 Gloria 6C/ 4,0 r/oA)5 R4.4.9a. 2' Or exier-osalo 6''9m oAts ,D9Tet, Auto .01.0vc..s A-49, A-6 / A-Z • R E 4-F 2. A 'QV a, /710kdAt.- 6x /2. Awe_ odiA/6 09 1 2 Web 72 ° R C A A Tic ,8E11/ /0J4 41, 14AE i Law. &..e- evs A-L 1A-7 RE} 4 111 t • COA V fifr-Z-LY date 4.5•/•-17 • job //owe— ...5e..e.oz.&- SEE A.Jo TE GAL7 c5NEET6 9' 4-7 RECEIVED CITY OF TUKWILA MAY 1 6 1997 PERMIT CENTER ENG I NC ERS - NORTH VVEST CAC. P. S. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 522-6698 JOB No. JOB NAME 1444. 3 et 4,te.. DATE g SHEET 1 OF BY • SUBJECT 39 qo pf 9 OF 4 1 I EXPIRES 8/2E08 RECEIVED CITY OF TUKWILA MAY 1 6 1997 PERMIT CENTER Engineers Northwest 6869 Woodiawn AVE NE C) Seattle, Washington 98115 ph 206 525 7560 fax 206 522 6698 Timber Beam & Joist Page 1 [General Information Description: [Timber Member Information 1 Timber Section Beam Width Beam Depth Le: Unbraced Length Fb - Basic Allow Fv - Basic Allow Elastic Modulus Load Duration Factor Member Type Span Dead Load Lhe Loed Mmax © Center © X = fb : Actual Fb : Allowable fv : Actual Fv: Allowable Dead Load © Left Live Load © Left Deed Loed © Right Live Load @ Right [Reflections Center DL Defl L/Defl Ratio Center LL Defl LIDefl Ratio Center Total Defl Location Men Ratio SEGALE HOUSE In in ft Psi Psi ksi Ibs Ibs Ibs Ibs k-ft Psi ps Psi psi 6x12 5.500 11.500 0.00 1,000.0 95.0 1,700.0 1.150 Semi 9.00 285.00 .475.00 92.34 4.50 761.7 1,150.0 Bending OK 64.2 109.3 Shear OK 1,282.50 2,137.50 1,282.50 2,137.50 in -0.036 3,042.0 in -0.059 1,825.2 in -0.095 4.500 1,140.8 Sawn Title : Degnr: Description: SeoP• Job 0 Deis: 11:01AM, 12 MAY 97 [Center Span Data 1 [esuits • 1 Reactions 1 1 3 RECEIVED CITY OF TUKWILA MAY 1 6 1997 PERMIT CENTER • IRAA Joe No Joe NAME._1 c•vic— SUBJECT ENG I NC,.ERS — NORTHWEST 01C. P.S. 6869 WOODLAWN AVE. N.E.- SUITE 205 -SEATTLE, WA 98115 - (206)525-7560 - FAX * (206) 522-6698 +op 1 7 : 4.korte..- t oi„,,Q eo i(p-te-)c /1.z. 42A /5 • 1 - 10 (39 ! x /- — 3 K4 , r h:LI le 1 . 1 /08 ic5d a' 11111111m• SHEET BY /7.2 l os - L • /2,3 Cc) op•MINII 1 RECEIVED CITY OF TUKWILA MAY 16 1997 P ERMIT CENTER •1 Joe No • ENG I t 7 . ERS— NORTH WEST . NC. P.S 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522-6698 SUBJECT SHEET OF JOB NAME I , , 1.3 14_ 2. Ov ru•H /�. �, I.i f I G� DATE J •1Z. c) BY /ode's` l D ik C G `` ` A /' )(1 I J ? : 1 0 8 / Goe- RECEIVED CITY OF TUKWILA MAY 1 61997 PERMIT CENTER ■ JOB # PROJECT NAME : SHEARWALL MK : INPUT = WALL WEIGHT= WALL HEIGHT= WALL THICKNESS= FTG. TOE LEFT L1 (ft.)= WALL LENGTH L2 (ft.)= FTG. TOE RT. L3 (ft)= FTG. WIDTH B (ft.)= FTG. THICKNESS t (in)= Pc Fy = REINF. ULTIMATE FACTOR = APPLIED LOADS P1 = P2 = P3 = P4 = DISTANCE X = O.T.M. = ( OUTPUT 0 OVERTURNING F.S. = SOIL BRG. qsl = SOIL BRG. qs2 = FTG. CONTACT WiSOIL L4 = MOM. RESISTING = FOOTING WALL HT. (ft.) = 1 O.T.M. (k-ft.) = 1.3 L1 (ft.)= 0.5 TOP OF SOIL or SLAB T.O.F. BURY (ft.) = 1 FTG. LENGTH (ft.) = 3 0 0.16 0 0 0 1.3 .T.M. LEFT 1.53 0.000 ksf 1.131 ksf 1.57 feet 2 k-ft. Mu DESIGN = BOT. RA6 EOM= v = VUalloW. = Av REQ'D. = Max. tie spacing = SHEARWALL FOOTING 0.3 0.02 1.00 7.18 NOT REQ'D. NOT REQ`D. Page 1 NT- V ENGINEERS-NORTHWEST INC. P.Sk 6869WOODLAWN AVE. N.E. (SUITE 201`br' SEATTLE, WA. 98115 94035.4. Price Club:- S.Sacrarriento. Screenwall ksf ft. (above grade) inches T.O.F. BURY = SOIL WT.= FTG. CONC.Wr.= FTG. LENGTH = G. AREA= psi (con .) psi (rein ) 3 4.50 O.T.M. .RIGHT 1.53 1.131 0.000 1.57 2 1 0.15 kips © left end kips © wall ctr. kips right end SUM P1-P4 = kips © distance x WALL DL = ft. (from left E.O.W.) SOIL DL = kip-ft.(© T.O.F.) FTG. DL. = inc. wall lateral ) SUM VERT. LOADS P = SHEET OF rev.2/11/97 P1 = 0 P2 = 0.16 P3 = 0 DIST. X = 0 P4 = 0 L2 (ft.):= 2 L3 (ft.)= 0.5 B (ft.)= 1.5 SOIL BRG.(rt.) ksf ksf feet k-ft. 0.16 0.30 0.35 0.52 1.3 kip-ft. in PER FTG.WIDTH d = t-4" kips kips @ d = t-4"(w/o ties) in @ d = t-4" in.o/c = d/2 t (in)= 9.25 1-4(a rm it) (ft.. )= 1.57 ft. kcf kcf ft. ft • ee 4 ?‹ 3 9 44 4 t A - rdo• kips kips(inc.to T.O.F.) kips (above ftg.) kips kips © B.O.F. RECEIVED CITY OF TUKWILA MAY 1 6 1997 PERMIT CENTER 5/12/97 WALLOT.XLS :;ShWa?Lnvak2tar+�z'3:scA' ss.E 4 .Sg11 SUBMITTED TO: q"/ 2,0A SHEET NUMBER(S) 4 .Z 3, 4 /, C, Jo r 7 "Cloud" or highlight all areas of rev and date revisions. CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: S /6 ? PLAN CHECK/PERMIT NUMBER: b ') - I D PROJECT NAME: S / M L PROJECT ADDRESS: t-4 CONTACT PERSON: S Ig C b t,v A P V PHONE: S 7 S - 2 d 6 0 REVISION SUMMARY: 1. R D t I o yJ rA- L- s H c - 214.-)e- r, S Jq Vr r9 e /cL biO ,2 , n 11-6P IN e,2 AT Tf-U S f. 09 r21 is boo 3 . A1) F n e RP.SI TI /)/1 AT er i w-L. 11-T /1) Lk) et r_ L.-- CIT OF TUKWILA MAY p 1997 PEt1Mrr CENTeR 1 4ereo1 Srer CITY USE ONLY 3/19/96 PROJECT NAME: S P r g M PROJECT ADDRESS: '--1 2- l S S R" 5 SHEET NUMBER(S) 42, 3, '/ .c ( , "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: Bldg: ,. • annIng : <. Flre'`r CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: S` /6 V PLAN CHECK/PERMIT NUMBER: b 9 r )-6/0 1 7/ CONTACT PERSON: F\ C e VL PHONE: S r) S - .2000 REVISION SUMMARY: I , Pb rD c I r Y L 5 H-crIrL ?I4v> r_ S c 1`t tape /s4,6/ e n it e o A 1 s y? I rr -t- 6rq row boo 4Z. 3. q 1 ) r (f e (Z P .S i - rive M A i ecL. i E4 (. ft- [A) ( L CITY OF TUKWILA MAY 1 §1997 PERMIT CENTER si-er CITY USE ONLY PiubUc.Works.. 3/19/96 April 28, 1997 Mr. Jack Dwyer P.O. Box 88050 Tukwila, Washington 98138 Dear Mr. Dwyer: L City of Tukwila Sincerel Mae LP09A-59.0 Kelcie J. Peterson Permit Coordinator Enclosures File: D97 -0104 Department of Community Development Steve Lancaster, Director SUBJECT: CORRECTION LETTER #1 Development Permit Application Number D97 -0104 Segale, Mark 4421 S 158 St 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 Building Division. At this time the Planning Division, Public Works Department and Fire Department have no comments regarding your application for permit. The City requires that four (4) 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. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 BUILDING DIVISION COMMENTS DATE: 4/23/97 ' PROJECT NAME: Mark Segale, addition PLAN CHECK NO: D97 -0104 Plan Reviewer: Contact Bob Benedicto at (206) 431 -3670, if you have any questions regarding the following comments. 1. Re :. Garage/Workshop addition: The East wall of the Garage /Workshop addition needs to be braced in the North South direction. Specifically, the segments of walls on either side of the garage door openings need to be braced in accordance with the prescriptive requirements of UBC Section 2326.11.4, or a specific design (prepared by the architect or a professional engineer) must be submitted. Attached is a copy of the prescriptive code requirements for alternate braced wall panels. if you choose to use the prescriptive method, such method must be detailed or otherwise called out on the plans. 2. A 6X6 , D.F. #1, header is called for over the new 8' -6 X 8' -0" garage door. By initial inspection this beam is supporting an end reaction from a 34' girder truss and a uniform load from at least three 34' common roof trusses. Please have the architect indicate an adequate header at this location or provide calculations to qualify the proposed 6x6 header. 3. The fire resistive separation of the garage from the work shop and dwelling functions needs to extend on to the North wall of the garage for a distance at least equal to the width of the roof structure that connects the existing dwelling to the addition. This requirement will be so noted to the plans. By: RSB, 4/24/97 9 :26 AM • i I - 2Q ^ x.11.2 -2 3 26.11.4 when the floor joists, floor trusses or roof trusses which they support are spaced at more than I6 -inch (406 mm) intervals, such joists or trusses shall bear within 5 inches (127 mm) of the studs beneath or a third plate shall be installed. Interior nonbearing partitions may be capped with a single top plate installed to provide overlap- ping at corners and at intersections with other walls and partitions. The plate shall be continuously tied at joints by solid blocking at least 16 inches (406 mm) in length and equal in size to the plate or by 1 /8 -inch by 1 (3.2 mm by 38 mm) metal ties with spliced sections fastened with two 16d nails on each side of the joint. Studs shall have full bearing on a plate or sill not less than 2 inches (51 mm) in thickness having a width not less than that of the wall studs. 2326.11.3 Bracing. Braced wall lines shall consist of braced wall panels which meet the require- ments for location. type and amount of bracing specified in Table 23 -I -W and are in line or offset from each other by not more than 4 feet (1219 mm). Braced wall panels shall start at not more than 8 feet (2438 mm) from each end of a braced wall line. All braced wall panels shall be clearly indi- cated on the plans. Construction of braced wall panels shall be by one of the following methods: 1. Nominal I -inch by 4 -inch (25 mm by 102 mm) continuous diagonal braces let into top and bottom plates and intervening studs, placed at an angle not more than 60 degrees or less than 45 degrees from the horizontal, and attached to the framing in conformance with Table 23 -I -Q. 2. Wood boards of 5/8 -inch (16 mm) net minimum thickness applied diagonally on studs spaced not over 24 inches (610 mm) on center. 3. Wood structural panel sheathing with a thickness not less than 5/16 inch (7.9 mm) for 16 -inch (406 mm) stud spacing and not less than 3/8 inch (9.5 mm) for 24 -inch (610 mm) stud spacing in accordance with Tables 23 -I -M -1 and 23- I -N -1. 4. Fiberboard sheathing 4 -foot by 8 -foot (1219 mm by 2438 mm) panels not less than t/2 inch (13 mm) thick applied vertically on studs spaced not over 16 inches (406 mm) on center when installed in accordance with Section 2315 and Table 23 -I -P. 5. Gypsum board [sheathing 1 /2 inch (13 mm) thick by 4 feet (1219 mm) wide, wallboard or ve- neer base] on studs spaced not over 24 inches (610 mm) on center and nailed at 7 inches (178 mm) on center with nails as required by Table 25 -I. 6. Particleboard wall sheathing panels where installed in accordance with Table 23- I -N -2. 7. Portland cement plaster on studs spaced 16 inches (406 mm) on center installed in accordance with Table 25 4. 8. Hardboard panel siding when installed in accordance with Section 2320.6 and Table 23 -I -0. For methods 2, 3, 4, 6, 7 and 8, each braced wall panel must be at least 48 inches (1219 mm) in length, covering three stud spaces where studs are 16 inches (406 mm) apart•nd covering two stud spaces where studs are spaced 24 inches (610 mm) apart. tti For method 5, each braced wall panel must be at least 96 inches (2438 mm) in length when applied to one face of a braced wall panel and 48 inches (1219 mm) when applied to both faces. All vertical joints of panel sheathing shall occur over studs. Horizontal joints shall occur over blocking equal in size to the studding except where waived by the installation requirements for the specific sheathing materials. Braced wall panel sole plates shall be nailed to the floor framing and top plates shall be connected to the framing above in accordance with Table 23 -I -Q. Sills shall be bolted to the foundation or slab in accordance with Section 1806.6. Where joists are perpendicular to braced wall lines above, blocking shall be provided under and in line with the braced wall panels. 2326.11.4 Alternate braced wall panels. Any braced wall panel required by Section 2326.11.3 may be replaced by an alternate braced wall panel constructed in accordance with the following: 2-838 1994 UNIFORM BUILDING CODE 1594 UNIFORM BUILDING CODE 1. In one -story buildings, each panel shall have a length of not less than 2 feet 8 inches (813 mm) and a height of not more than 10 feet (3048 mm). Each panel shall be sheathed on one face with 3 /8-inch- minimum- thickness (9.5 mm) plywood sheathing nailed with 8d common or galvanized box nails in accordance with Table 23 -I -Q and blocked at all plywood edges. Two anchor bolts installed in accordance with Section 1806.6, shall be provided in each panel. Anchor bolts shall be placed at panel quarter points. Each panel end stud shall have a tie -down device fastened to the Foundation, capable of providing an approved uplift capacity of not less than 1,800 pounds ;816.5 kg). The tie -down device shall be installed in accordance with the manufacturer's recom- mendations. The panels shall be supported directly on a foundation or on floor framing supported Erectly on a foundation which is continuous across the entire length of the braced wall line. This ' oundation shall be reinforced with not less than one No. 4 bar top and bottom. 2. In the first story of two -story buildings, each braced wall panel shall be in accordance with iection 2326.11.4, Item 1, except that the plywood sheathing shall be provided on both faces, three inchor bolts shall be placed at one -fifth points, and tie -down device uplift capacity shall not be less han 3,000 pounds (1360.8 kg). :326.11.5 Cripple walls. Foundation cripple walls shall be framed of studs not less in size than he studding above with a minimum length of 14 inches (356 mm), or shall be framed of solid block - ng. When exceeding 4 feet (1219 mm) in height, such walls shall be framed of studs having the size equired for an additional story. Such walls having a stud height exceeding 14 inches (356 mm) shall be considered to be irst -story walls for the purpose of determining the bracing required by Section 2326.11.3. Solid 'locking or wood structural panel sheathing may be used to brace cripple walls having a stud height f 14 inches (356 mm) or less. Spacing of boundary nailing for required wall bracing shall not exceed 6 inches (152 mm) on enter along the foundation plate and the top plate of the cripple wall. Nail size, nail spacing for field ailing and more restrictive boundary nailing requirements shall be as required elsewhere in the ode for the specific bracing material used. 326.11.6 Headers. Headers and lintels shall conform to the requirements set forth in this para- raph and together with their supporting systems shall be designed to support the loads specified in tis code. All openings 4 feet (1219 mm) wide or less in bearing walls shall be provided with head- s consisting of either two pieces of 2 -inch (51 mm) framing lumber placed on edge and securely istened together or 4 -inch (102 mm) lumber of equivalent cross section. All openings more than feet (1219 mm) wide shall be provided with headers or lintels. Each end of a lintel or header shall we a length of bearing of not less than 1 /.2 inches (38 mm) for the full width of the lintel. 326.11.7 Pipes in walls. Stud partitions containing plumbing, heating, or other pipes shall be so amed and the joists underneath so spaced as to give proper clearance for the piping. Where a parti- 3n containing such piping runs parallel to the floor joists, the joists underneath such partitions rail be doubled and spaced to permit the passage of such pipes and shall be bridged. Where plumb - g, heating or other pipes are placed in or partly in a partition, necessitating the cutting of the soles • plates, a metal tie not less than 0.058 inches (1.47 mm) (16 galvanized gage) and 1 inches (38 I m) wide shall be fastened to each plate across and to each side of the opening with not less than six id nails. 126.11.8 Bridging. Unless covered by interior or exterior wall coverings or sheathing meeting e minimum requirements of this code, all stud partitions or walls with studs having a ight-to-least-thickness ratio exceeding 50 shall have bridging not less than 2 inches (51 mm) in ickness and of the same width as the studs fitted snugly and nailed thereto to provide adequate :eral support. 26.11.9 Cutting and notching. In exterior walls and bearing partitions, any wood stud may be t or notched to a depth not exceeding 25 percent of its width. Cutting or notching of studs to a • 2326.11.4- 2326.11.9 I 2-839 • BUILDING DIVISION COMMENTS DATE: 4/23/97 PROJECT NAME: Mark Segale, addition PLAN CHECK NO D97 -0104 Plan Reviewer: Contact Bob Benedicto at (206) 431 -3670, if you have any questions regarding the following comments. 1. Re: Garage/Workshop addition: The East wall of the Garage/Workshop addition needs to be braced in the North South direction. Specifically, the segments of walls on . either side of the garage door openings need to be braced in accordance with the prescriptive requirements of UBC Section 2326.11.4, or a specific design (prepared by the architect or a professional engineer) must be submitted. Attached is a copy of the prescriptive code requirements for alternate braced wall panels. If you choose to use the prescriptive method, such method must be detailed or otherwise called out on the plans. 2. A 6X6 , D.F. #1, header is called for over the new 8' -6 X 8' -0" garage door. By initial inspection this beam is supporting an end reaction from a 34' girder truss and a uniform load from at least three 34' common roof trusses. Please have the architect indicate an adequate header at this location or provide calculations to qualify the proposed 6x6 header. 3. The fire resistive separation of the garage from the work shop and dwelling functions . needs to extend on to the North wall of the garage for a distance at least equal to the width of the roof structure that connects the existing dwelling to the addition. This requirement will be so noted to the plans. By: RSB, 4/24/97 9:26 AM • _ i I 6.11.2- 2326.11.4 when the floor joists, floor trusses or roof trusses which they support are spaced at more than 16 -inch (406 mm) intervals, such joists or trusses shall bear within 5 inches (127 mm) of the studs beneath or a third plate shall be installed. Interior nonbearing partitions may be capped with a single top plate installed to provide overlap- ping at corners and at intersections with other walls and partitions. The plate shall be continuously tied at joints by solid blocking at least 16 inches (406 mm) in length and equal in size to the plate or by Vs-inch by 1 -inch (3.2 mm by 38 mm) metal ties with spliced sections fastened with two 16d nails on each side of the joint. Studs shall have full bearing on a plate or sill not less than 2 inches (51 mm) in thickness having a width not less than that of the wall studs. 2326.11.3 Bracing. Braced wall lines shall consist of braced wall panels which meet the require- ments for location. type and amount of bracing specified in Table 23 -I -W and are in line or offset from each other by not more than 4 feet (1219 mm). Braced wall panels shall start at not more than 8 feet (2438 mm) from each end of a braced wall line. All braced wall panels shall be clearly indi- cated on the plans. Construction of braced wall panels shall be by one of the following methods: 1. Nominal 1 -inch by 4 -inch (25 mm by 102 mm) continuous diagonal braces let into top and bottom plates and intervening studs, placed at an angle not more than 60 degrees or less than 45 degrees from the horizontal, and attached to the framing in conformance with Table 23 -I -Q. 2. Wood boards of 5 /8-inch (16 mm) net minimum thickness applied diagonally on studs spaced not over 24 inches (610 mm) on center. 3. Wood structural panel sheathing with a thickness not less than 5/16 inch (7.9 mm) for 16 -inch (406 mm) stud spacing and not less than 3 /8 inch (9.5 mm) for 24 -inch (610 mm) stud spacing in accordance with Tables 23 -I -M -1 and 23- I -N -1. 4. Fiberboard sheathing 4 -foot by 8 -foot (1219 mm by 2438 mm) panels not less than 1 /, inch (13 mm) thick applied vertically on studs spaced not over 16 inches (406 mm) on center when installed in accordance with Section 2315 and Table 23 -I -P. 5. Gypsum board [sheathing 1 /2 inch (13 mm) thick by 4 feet (1219 mm) wide, wallboard or ve- neer base] on studs spaced not over 24 inches (610 mm) on center and nailed at 7 inches (178 mm) on center with nails as required by Table 25 -I. 6. Particleboard wall sheathing panels where installed in accordance with Table 23- I -N -2. 7. Portland cement plaster on studs spaced 16 inches (406 mm) on center installed in accordance with Table 25 -I. 8. Hardboard panel siding when installed in accordance with Section 2320.6 and Table 23 -I -0. For methods 2, 3, 4, 6, 7 and 8, each braced wall panel must be at least 48 inches (1219 mm) in length, covering three stud spaces where studs are 16 inches (406 mm) apartand covering two stud spaces where studs are spaced 24 inches (610 mm) apart. t For method 5, each braced wall panel must be at least 96 inches (2438 mm) in length when applied to one face of a braced wall panel and 48 inches (1219 mm) when applied to both faces. All vertical joints of panel sheathing shall occur over studs. Horizontal joints shall occur over blocking equal in size to the studding except where waived by the installation requirements for the specific sheathing materials. Braced wall panel sole plates shall be nailed to the floor framing and top plates shall be connected to the framing above in accordance with Table 23 -[ -Q. Sills shall be bolted to the foundation or slab in accordance with Section 1806.6. Where joists are perpendicular to braced wall lines above, blocking shall be provided under and in line with the braced wall panels. 2326.11.4 Alternate braced wall panels. Any braced wall panel required by Section 2326.11.3 may be replaced by an alternate braced wall panel constructed in accordance with the following: 2-838 1994 UNIFORM BUILDING CODE C 1994 UNIFORM BUILDING CODE 2326.11.4- 2326.11.9 I. In one -story buildings, each panel shall have a length of not less than 2 feet 8 inches (813 mm) and a height of not more than 10 feet (3048 mm). Each panel shall be sheathed on one face with 3 /g -inch- minimum - thickness (9.5 mm) plywood sheathing nailed with 8d common or galvanized box nails in accordance with Table 23 -I -Q and blocked at all plywood edges. Two anchor bolts installed in accordance with Section 1806.6, shall be provided in each panel. Anchor bolts shall be )laced at panel quarter points. Each panel end stud shall have a tie -down device fastened to the 'bundation, capable of providing an approved uplift capacity of not less than 1.800 pounds ;816.5 kg). The tie -down device shall be installed in accordance with the manufacturer's recom- nendations. The panels shall be supported directly on a foundation or on floor framing supported lirectly on a foundation which is continuous across the entire length of the braced wall line. This ' oundation shalt be reinforced with not less than one No. 4 bar top and bottom. 2. In the first story of two -story buildings, each braced wall panel shall be in accordance with Iection 2326.11.4, Item 1, except that the plywood sheathing shall be provided on both faces, three anchor bolts shall be placed at one -fifth points, and tie -down device uplift capacity shall not be less han 3,000 pounds (1360.8 kg). :326.11.5 Cripple Foundation cripple walls shall be framed of studs not less in size than ;ie studding above with a minimum length of 14 inches (356 mm), or shall be framed of solid block - lg. When exceeding 4 feet (1219 mm) in height, such walls shall be framed of studs having the size equired for an additional story. Such walls having a stud height exceeding 14 inches (356 mm) shall be considered to be irst -story walls for the purpose of determining the bracing required by Section 2326.11.3. Solid locking or wood structural panel sheathing may be used to brace cripple walls having a stud height f 14 inches (356 mm) or less. Spacing of boundary nailing for required wall bracing shall not exceed 6 inches (152 mm) on enter along the foundation plate and the top plate of the cripple wall. Nail size, nail spacing for field ailing and more restrictive boundary nailing requirements shall be as required elsewhere in the 3de for the specific bracing material used. 326.11.6 Headers. Headers and lintels shall conform to the requirements set forth in this para- raph and together with their supporting systems shall be designed to support the loads specified in us code. All openings 4 feet (1219 mm) wide or less in bearing walls shall be provided with head- s consisting of either two pieces of 2 -inch (51 mm) framing lumber placed on edge and securely .stened together or 4 -inch (102 mm) lumber of equivalent cross section. All openings more than feet (1219 mm) wide shall be provided with headers or lintels. Each end of a lintel or header shall we a length of bearing of not less than 1 inches (38 mm) for the full width of the lintel. 426.11.7 Pipes in walls. Stud partitions containing plumbing, heating, or other pipes shall be so amed and the joists underneath so spaced as to give proper clearance for the piping. Where a parti- )n containing such piping runs parallel to the floor joists, the joists underneath such partitions all be doubled and spaced to permit the passage of such pipes and shall be bridged. \MLLere plumb - g, heating or other pipes are placed in or partly in a partition, necessitating the cutting of the soles plates, a metal tie not less than 0.058 inches (1.47 mm) (16 galvanized gage) and 1 inches (38 m) wide shall be fastened to each plate across and to each side of the opening with not less than six id nails. ;26.11.8 Bridging. Unless covered by interior or exterior wall coverings or sheathing meeting e minimum requirements of this code, all stud partitions or walls with studs having a ight- to- least- thickness ratio exceeding 50 shall have bridging not less than 2 inches (51 mm) in ickness and of the same width as the studs fitted snugly and nailed thereto to provide adequate eral support. 26.11.9 Cutting and notching. In exterior walls and bearing partitions, any wood stud may be t or notched to a depth not exceeding 25 percent of its width. Cutting or notching of studs to a 2 I i I 202, Raid Avows XE Rim*" WA MD • • • 1 . ,. • Apri115, 1998 Sepik Business Park Post Office Bet 88050 'Nitwits, WA 98138 I Thomas L. Kauzlarich of Summit Drywall, Inc. used 35 gallons of Patter Perm Rated Sealer on the garage and recreation room located at 4421 South Ise Street, Tukwila, WA. Thomas L. Kauzlarich President tn.v. .1.- Moor (425) 226-0621 Far.: (425) 2267411 keint4neeiwicatm Mr. Jack Dwyer P.O., Box 88050 Tukwila, Washington 98138 c City of Tukwila SUBJECT: Development Permit Application Number D97 -0104 Segale, Mark 4421 S 158 St FILE COPY John W. Rants, Mayor 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 March 28, 1997, was reviewed at the April 1, 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, g g ° Kelcie J. Peterson Permit Coordinator File: D97 -0104 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 Total Fee: $ 125.00 PROPERTY INFORMATION SEATTL •� KING COUNTY DEPARTMENT OF PUBL`i •r HEALTH 1 -1'11 m co 2 ENVIRONMENTAL HEALTH SERVICES Activity Number El House /structure is served by an on -site sewage (septic) system APPLICATION FOR HEALTH DEPARTMENT PROVAL OF BUILDING PERMIT FOR HEALTH DEPARTMENT USE ONLY 7/ APPROVED - 7 BY: � / � 141--44' ❑ DISAPPROVED BY: Comments /Conditions: i:tn c:} ';; j ri',.,Yi= f'i5 +'k:.'+t'sn+tt+'nr ^. f } Submit application, route map, building permit plot plans, and other required 7locuments in triplicate. The following must be completed and the fee must accompany this application: Note: If the property is located in unincorporated King County, make direct application to the King County Building and Land Development Division (B.A.L.D.). Propertied in incorporated cities apply to local building departments. Distance to the nearest public sewer Address of property 4421 S. 158th Street, Tukwila, WA 98188 Parcel Number (Tax Lot Account #) 810860- 0240 -01 Applicant's name Jack Dwyer Day Phone 575 -2000 Applicant's mailing address P.O. Box 88050, Tukwila, WA 98138 Owner's name Mark Segal Day Phone 575 -3200 Age of House 10 Number of existing bedrooms 3 Existing square footage of house 3,425 SF Are additional bedrooms being constructed or created? No Description of proposed changes /remodeling (attach plot plans, showing existing structure, remodeling and septic system): Add new garage, work shop and connecting breezeway. Remodel existing garage into living space and bathroom. New square footage after construction 5,081 SF SEWAGE SYSTEM INFORMATION Approximate dates septic tank was pumped (attached receipts) 5/22/96 Additions or major landscape changes since house was constructed (examples: add family room, bedrooms, garage, patio, deck, pool, etc.; major fills excavations done in landscaping): N/A Additions or repairs to sewage system (give date and describe briefly) NONE Other information which woue d be helpful in evaluating the sewage system (ex. drainfield easements, covenants, etc.): WATER SUPPLY INFORMATION ® Public system (2 or more connections) ❑ Privat (well, spring, etc.) Attach copies of well log, well covenants, chemical /bacteriological sample reports. itra Red"e .Ve•d iE Any person aggrieved by any decision or final order of the Health Officer may make written application for appeal to the King County Board of Sewage Review if done so within 60 days of the above decision. - DETACH TO DISPLAY CERTIFICATE • . DEPARTMENT OF LABOR AND INDUSTRIES . • THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDE • • •••!:: • • ' . • • • t- DETACH TO DISPLAY CERTIFICATE -1 F625452-000 (3 r WORK SHOP GARAGE D91O(O'f GARAGE SHOP PLAN AS -BUILT EXISTING HOUSE EXISTING` POWDER ROOM REVISIONS SEGA L E BUSINESS PARK TUKWILA, WASHINGTON .(200) 575 TITLE APPROVED APR 2.1 1998 BUILDING DIVISION DESIGNED BY: PROJECT NUMBER: DRAWN BY: CHECKED BY: SCALE: DATE DRAWN BY: SN ISSUE DATE 1/4 "= 1' -0" 04 -15 -98 DRAVANG NUMBER: K I SE> SHEET` OF: LjbI Hiop6p1,{1 ,' 1 2; XP0511 a& 1 - )01 ,1 1 . 11-11 , 90G _ 14W b -of ( W6 U Ivorrri - ._74,1GL-1-14Et‘D . _ • iTi F �J SL�p , 5p5g �F Ji�Fhr ITT Wf�,r Ht2x �wIJ 1 16NT 14 ONil Er&.�EY . 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Poi NT CITY Of T KWILA APP Ac BU!LDfhG •6"Pj /Ui):'9. 1 I 0 C CO 0 C U sheet uti r1\1,6 N /___ OM 6r1 ** �Y � r rRI OfE. MA'1[A4 0.11,11IJ L V- 1: / pl, oop L mv61 - 1 2x4 W / PL LEI r, Gal I�cb Rost 11P Cbxt2 gO f tYP p«,u7f e, l,x12 4' 14,4. 1 ry� 0 2 6r1 4 'PS .(,w - I9EEfl e 1 rkk OG p7L e2 s / , ..11t gN \ VI 1 `'I 24 S ;-P-P -011 1 / \1,J 20 * 6XIh111 J ,FpA Iii cr Vey.LEY ciT 'of: TUKWILA aPP,?DVDD M0'2. AS ti0';c1D BUi0D G '• I3. ^`:i RECEIVED CITY OF TUKWR -4 MAY 1 PERMIT CENTER 0 c .0 0 c 3 0 3 ti v 0 0 0 .c 0 •0 c 0 0 c . N 0 i9 � cu N 10 N l7 tO 0 N �1 N Gfl CU L0)t 3 a) a) �) L 3 Eo u) 0 G) o LBO sheet