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HomeMy WebLinkAboutPermit D99-0326 - Beeman Residence - Garage Remodel4210 So. 122'"' St. Beth Beeman City of Tukwila ( Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: Contractor License No: OCCUPANT BETH BEEMAN Phone: 4210 S 122 ST, TUKWILA, WA 98168 OWNER BEEMAN BETH ANN 4210 S 122 ST, SEATTLE WA 98168 CONTACT BETH BEEMAN Phone: 206- 764 -6210 4210 S 122 ST, TUKWILA, WA 98168 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: GARGAGE REMODEL /REBUILD ON EXISTING CEMENT FLOOR -SLAB. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ PUBLIC WORKS PERMITS: *(Water Curb Cut /Access /Sidewalk /CSS: Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversized Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: ***************************************************** * * * * * * * * *k * * * * * * * * * * * * * *k * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 299.31 ********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * **********$ i * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Permit Center Authorized Signature:_ I hereby certify that I have read and examine 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. WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES. APPLICANT IS PROCEEDING AT THEIR OWN RISK. 334740 -0365 4210 S 122 ST AGAR DEVPERM LDR 001 North: TUKWILA DEVELOPMENT PERMIT Fire .0 South: .0 East: Sewer: SEPTIC Slopes: N 5,000.00 Meter Permits Listed Separate) Eng. Appr: N N No: Size(in): .00 N N Start Time: End Time: N Cut: Fill: N N Start Time: End Time: N No: N Private: N Public: N N N N Private: N 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. Permit No: Status: Issued: Expires: Occupancy: UBC: Protection: .0 West: Streams: Date: (206) 431 -3670 D99 -0326 ISSUED 09/27/1999 03/25/2000 PRIVATE GARAGE 1997 .0 Public: N Date: cy VI' Permit.No: D99 -0326 Permit Conditions: 1. No changes will be made to the plans unless approved by Engineer and the Tukwila By 1,ding: lion '. All permits, inspection rerds, ,a id,1appr�oved plans . shall be 'available . at the job ;4 } s l tco o prior t the °'start "o:•f any con struction Thes do oOments are to be, maintairjed rid avail =. :able until f ipg ,,inspection pprov0 3 is g ;anted E 1ectr i ca i permits she t l�? be obtained throu.gi ,the Washington :State Division of Labor and Industries and a -71, elecf�ri`cal work wi l 1 4te, inspected by, that agenW 024.8 6630) t ,,f t ;,•. A 1 1 construct,i on to.: be 'done :in conformance ` with ap•proved .plans and, requ i rements T of the' Uniform Building Code (1:90 Edition ): as. amended, Uniform Mechantcal Code "(1997. Edii ion sand Wash'i ngton State Energy Code (.1997 Edition) :Val i d �i o�f 'Perms t The issuance'` of a permit ' or approval l _ p l ans �j�;t� sp'ec`s f i cat i ons ; computations shall : not be : ci n`=' • 'strued. to,,,,be'a `permit for,-oean..approvel of any violation of ' any of 'the provisions .rof ithe u.l bld.ing''code or. of any, other. ordinance of : the durlsdict Don. No-permit presuming `_ g i. vW r authors ty to vio l ate or , cancel , t ,provisions of this ' ' c o clep shall F be Add`r.ess : Suite: Tenant Status: ISSUED rTType':..DEVPERM , Applied: 09/0.8%1999 Parpcl" #:'334740 -0365 i • •Issued: 09/2'0199:9 **************************_*****.***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * *: • el • Project Namelftmant:- G re, e Sc=. � e w /1e...t._\....\ , ook e �� Value of Construction: Ts '55 C . 00 Site Address: Li 2 1(� 4 Existing Square Footage for Structure: V1P4 sq. ft. Dwelling sq. ft. Covered Deck(s) " . sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck City_�ss ate /Zip k .Ak l,,J � c;� L I 1 Ir Tax Parcel Number: 33 lea - o ta5 122 -- ,nd S f Propp Owner: G' 'P vv. c., ✓�_ Phone: 20(0 Cog ((-) Street Address: i - 12 . 10 S Cit State /ZJ: Fax #: 12Zv.c\ S\- lam„ �C t j(', � 1 ��\& Contractor: / Phone: Street Address: City State /Zip: Fax #: Architect: Phone: Street Address: City State /Zip: Fax #: Engineer: Phone: Street Address: City State /Zip: Fax #: Contact Person: Phone: Street Address: ity State /Zip: Fax #: Description of work to be done: rGt S� \ evv.00� \ / - \ CA". \ C e,,,,, e.■A Sr- V.K.J - / .1 Cib Type of work: ❑ New Single - Family Residence ❑ Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure*n ❑ Remodel /Addition to Accessory Structure Garages) Re. vv�OO c l`e OL ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof / Is this site served by: Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: V1P4 sq. ft. Dwelling sq. ft. Covered Deck(s) " . sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed N w Square Footage: � n:v sq. ft. Dwelling sq. ft. Covered Deck(s) .,..f sq. ft. Garage /Carport X 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 TU!WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 SFPERMIT.DOC 2/13/97 •R STAFF USE ONLY Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Single - Family Residential Permit Application APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews shall be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling ❑ 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 ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent # Size(s): ❑ 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 applispyon pled• Date appionlre OCO Applicaftigh by: (initials) PLEASE SIGN BACK OF APPLICATION FORM BUILDING OWNER OR AUTHORIZED AGENT: Signature: ` , � is, � � Date: � 27 f Print name: ! Phone: Fax #: Address: �r 210 r,2 z ,A c,( s. - - . . City /State /Zip: I t c0! I'u IL kJ, lc. ALL SINGLE - FAMILY RESIDENT, 1 L PERMIT APPLICATIONS MUST B UBMITTED WITH THE FOLLOWING: ➢ DRAWINGS PREPARED Bc... 4 REGISTERED ARCHITECT OR PR(, ESSIONAL 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 - 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 Iocation(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 t AM AUTHORIZED TO APPLY FOR THIS PERMIT. SI'PERMIT.UOC 2/13/97 * * * * * * * * * * * * * * * * * * * * * * *. * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * ** CITY. OF TUKWILA, WA I... Q TRANSMIT * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * ** * ** * * * * * * * * * * * * * * * * * * * * ** TRANSMIT Number: R98OO156 Amount: 227.00 09/27/99 15:23 Payment Method: CHECK Notation: BETH BEEMAN Init: WAB Permit No: D99 -0326 Type: DEVPERM DEVELOPMENT PERMIT Parcel. No: 334740 -0365 Site Address: 4210 S 122 ST Total Fees: 299.31 This `Payment 227.00 Total ALL Pmts: 299.31 Balance: .00 ********************************** * * * * * * * * * * * * * * * * ** * * * * * * * * * ** Account Code Description Amount 000/322.100 BUILDING.- RES 222.50 000/386.904 STATE BUILDING SURCHARGE 4.50 7358 09/28 7110 TOTAL 227.00 : 4, ► r Ot rii>';WtI.,a Wry '1'R(i46t4I1 Uurnb -ins 1t`46.O014 Navarerit..het.hlpd: CHECK Permit Permit Nat ;D99-032 •Narc:e 1 Uu: 334.40 Ei t. t e H d d rre �s fs : 4210 •lc 4 * *- 4.11' *'�1 4c: �1'.sl k �V.ic .1 I. , In\ k * is • Ths r P vssitrit 1. *k *11*t0 A'*•Ak1 ** Recount Code Q00/34 '0.830 72.31 A. iii s: k*4•k*A•r1**** *s1•1, i' ! n R:.. *1 * * *A*' ***• k• A.***•* A*• ** *r4't +A01.isAtt* iamaunl;: :?2.:31 02/0879,9 16: rdt,tritiars: .EIE.TM t3t:t:NAN }.rsit : 1•LIH • Tvne: t ;EVPERN D VELDPNENT PEE%hi1 i 0,365 7.22 ElT . Total Fees: Total . ALL Pets: Ualanee„ a1 iv it*11 *A **iv.1► ** *hie . A• A+ 1 * ** * *41 * *'r.\*** Or* ***• * *at* .. Ueac:l'1pt;ian PLAW CHECK EcEfi 68Qc Q9/11 '7710 TDTAI. 72.31.. 186.06 72.31 kmcun( "r' 2 f 1. .00D 72.31 CHHECY 72.31 09/13/99 10 0756 0097 '6806 CITY OF T1JI,'WIi.A } ^rn pz _ (✓ � T e, f-Inspecti n: Address: u.atn S.1 5k• Date called: 12Q . -= Special instructions: ea(Cl nC* ��.,,� tt,, Date wanted: 0 (U a.m. p.m. Requ t er I,, Phon 06 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98 06)431 -3670 COMMENTS: Approved per applicable codes. ❑ Corrections required prior to approval. -d Ll 4 1/ D $47.00 REINSPECTION F :rEQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: Pr 1 ` ( ,1� TyofInsp: 1111(NC) Address: Agro 5 ( Date called: 1- to-49 Special instructions: Date a ted: igNIP 1 ." _ •• . Requester: 1 Phone: rOCYn - 7(0 Li toAco 50 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: • r Ins ,41 74te, PERMIT NO. (206)431 -3670 Date: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: /1 ,)f) A4e ` ac%151`e' -e S 5 -c 1,`1 gE 10 (A)ASF -> S 2.' /4xZ * x ;;At i ;fit oCoe "°,a-cl E.G e e)G�I S 0,4 67(- , /i4/ 4 ( of o 6,€ //) 3 x-2S Cc,i" 7 41Oc a -P- 4 40121 9,9(4 71,k.6 -, QA. C' - Gt'r,4C. �h� ,ri/ ,t/ i7 e7J- ":',2-61)$ 0C o Cie- /,cr % , ,,aif 5` ,fir 67.4-.€14-1- G, 7 ,e" i14 W72 1't_ 5 _:. ;'' 6a - SiA? `� 4-IX, .4-4/ ~ Qoc-r( 5'ia Proje4 � /� TYPe ° A G 1 � / 1 Ad 977 ss: 97/0 S•• /,,1, /,0„ S f Date called: V90 Special in ructjons: Meet Date wanted: /0 a Requester: 6a1A4 Ph 7. ... 4 / 3 / Insp INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: tt Project: e tuna V Type of Inspec ' 'W (A Add C �'O n J 5 J Dat called: /C7` / ' 3 f` y Special instructions: Date wanted: /C)/ � " a,• P.m. Requester: t� -.— Phan e r7` e lls . 7(a c / INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF.TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 COMMENTS: Inspector: Approved per applicable codes. 0 Corrections required prior to approval. j $47.b6 E REQIJfRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: A Ty=ye rn A; ,..../ A ddress /e) 1. iad/r/i/ Date called: cr „,....„..... Special instructions: le/WC/ OW P27 • ---....- - Date wanted: 9 p.m. Requester: A to2y /- Phone: 0? — 76/7 6'.210 ; 47.41114,MI'M , 47.4/ , 'StylertY:ate INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 (206)431-3670 Corrections required prior to approval. COMMENTS: •‘. Inspector: Date: El $47.00 REINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Pro :- / �, /�(..ai/\.. 1624_ T tom( ii;T' /O / Date lei . /qiy Special instructions: (4'\ bctcic.1 // /��, �� Y LC Date �. / CI ` R e• p•r: Ali. r;, " / INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit Receipt No: Date: (206)431 -3670 Approved per applicable codes. Li Corrections required prior to approval. COMMENTS: ( SY--0,0 0./fr3-7.6r-t,e.i. Inspector: Date: 2 /J C, I D $ 4 7 . 1 0 REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter BYYvd., Suite 100. Call to schedule reinspection. Complete Approved \PRROUI I.DOC 5/99 ACTIVITY NUMBER: D99 -0326 DATE: 9 -8 -99 PROJECT NAME: BEEMAN RESIDENCE GARAGE /REMODEL XX Original Plan Submittal Response to Incomplete Letter # — Response to Correction Letter # _ Revision# _ After Permit Is Issued DEPARTMENTS: Building Division kw• ' 4' Jubli11A Works 4 - WWI W.l� l DETERMINATION OF COMPLETENESS: (Tues., Thurs.) I►!l Comments: TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) PLAN REVIEW /ROUTING SLIP 1 Cooya /OD Fire Prevention Structural Incomplete Approved with Conditions REVIEWER'S INITIALS: Planning Division yi 14 k 1--/(e-e4 Permit Coordinator DUE DATE: 9 -14 -99 Not Applicable No further Review Required ri DUE DATE 10-12-99 Not Approved (attach comments) CORRECTION DETERMINATION: DUE DATE Approved Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DATE: SH DD STEPHEN W. HAREAN DESIGN —DOCUMENTATION 509 eroneon Woy NE Renton. Wo. 98056 025) 226 -4206 This document may not be reproduced in ony form, in whole or in port, mechanically or otherwise, without written authorization. The information and design contained herein hos been produced by, and subsequently is the property of Stephen Harlan, and may not be resold or reused for recsons otner than contractually stipulated. FILE: BEEMAN BASE: Custom JOB: 083199 DATE: 9/7/99 PL Drawing No. NOT FOR PERMIT until signed ZcS"1.) t ___ Lo W D. R£4' PARCEL NO. 334740 - 0365 PROJECT ADDRESS: 4210 5 122nd St., Tukwila COVERAGE SUMMARY: SITE: 4280 REBUILT GARAGE: 288 EX. HOUSE: 864 TOTAL BLDG 1152 COVERAGE = 0.2698 0 5 10 20 PLOT PLAN 1 " =20' —0" 40 J m m I: =I) EXIST PORCH EXIST HOUSE 24.0'x36.0' Kam- EXIST SEWER LINE IN 5.0' ESMT PERMIT #: MI97 - ^173 DATE: 11/04/97 (EAST 5.0' OF PROPERTY) I I II II 1 3 10.0' BSBL 20.0' BSBL 0 0 EXIST GARAGE 10.0'x23.0' NEW GARAGE 12.0'x24.0' EXIST COVERED FRONT PORCH EXIST FENCE N 80'55'31" E 40.00' APPROX EDGE OF PAVEMENT CITY OF TUKWILA APPROVED SEP 22199 AS NO N 80'55'31" E 40.00' t i LEGAL DESCRIPTION: 444 � LOT 67, BLOCK 2, C.D. HILLMAN'S "8UrLDt�)G Dt \l al,ta MEADOW GARDENS, ADD# 1, VOL 12, PAGE 64, IN KING COUNTY, WA. of S. 122nd St II RECEIVED ITY OF TUKWILA EP 1 0 1999 RE CEIVED E�rn� ii " N IL A ° SEP — 8 1999 PERMIT CENTER 0 T h Ease oil 8r1{ 1 &ne& 2 o &� d kie fr l�-1.$o n 03c.5 9-2/0 S /zz2 a-sf fr67 4 / I cb h & &cCK i3to/rozm NI 1 I 4�. I o RECEIVED T UKWILA CITY OF SE - 8 1999 PER MIT CENTER IVED TU vv - 7" ` AlehP.0 O If /1 C. CITY OF O C T '.- 3 1997 PERMIT CENTER EL 'TYPICAL WALL' NOTES: gat Igt CON N ONS BELOW SHALL APPLY TO ALL WADS UNLESS OTHERWSE NOTED ON FOUNDATION PLAN /DLTARS. ENGINEUI D CONDMONS SHALL TAKE PRECEDENCE OVER • PICAL ° . TOP -OF -WALL BAR SHALL BE CENTERED IN WALL AT BETWEEN 3 TO 6 F7201A TOP OF WALL. FOOTING BARS SHALL BE SPACm AS SHOWN BELOW AND HELD UP FROM 607TOM OF FOOTNG Bf Y. TYP MUDSLL TO BE TREATED 2x LUMBER, SET FLUSH w/ THE IDOERIOR FACE OF THE FOUNDATION WALL TYP ANGHO ) BE 1/2bx10 VD 12 FROM CORNERS s EN6EDMENT TYP ANCHOR BOLT / GUT WASHER w/ { UD., P LAN M oPnoNu CRAWL FIN\ GRADE 1 , ►i 12' -0 oo FlN q W '.. Cm coomeivetun) CRAWL FIN GRADE d, -1.Z ° E Q A • E . IIMEMISI 1994 UBC TABLE 18— —D Use) FOUNDATION REQ'TS FOR SR1D BEARING WALLS-MINIMUMS FIFLOORS OF SUPPORTED BY THE FOUNDATION 0, WALL (niches) 'A° OF TH ET" "B" (inches) NE65 OF FOOTING •C• (inches) ELOW N) U GROUND WED (inches) CONC UNIT MASONRY l 2 3 6 8 t0 6 g 10 12 15 18 6 7 8 12 18 24 (1) Fp EN0. FOOTN. AND DmONATIONSFROSr BENAS REOUIRFEE IN UBC S ECTION 2907(c). (2) ivA ON OF THETOPE OF THE-am EXCAVATED TO "2 (3) FOUNDARONS MAY SUPPORT A ROOF IN ADDRION TO THE S S LATED NUMBER OF FLOORS. FOUNDATIONS SUPPORTING ROOFS ONLY SHAM BE AS REQUIRED FOR SUPPoRNNG ONE FLOOR (4) IN ALL CASES FOOTING SHALL BE BELOW FROST UNE. O TYP FOUND'N WALL 1 " = 1 ' -0" ROOF OVERHANG (121 I SHOP BLOCK GABLE -END TRUSSAFOR 24" OC T VENT AT PEAK AND SIDING, o a CN TRUSSES 4 1! . .1r CAR_._ { I I I 1 I IrT ATPEAKAND I SIDING x8 OF( 7' e 3 7 D off GAR DR ROOF OVERHANG (12') - 12' -0 2X4 TOP PLATE HEADER --• PER PLAN NAIL SHEATHING TO- HEADER AT 3 - oc B.W. PDTRONAL FRAMING AS D E FOR DOOR ROUGH OPENING IA -W. SEATHING 3/8- MIN. 24H IXP.1 (2) 2X STUDS NAIL SHEATHING TO EACH STUD Stl NAILS AT 3'oc ALL PLATES, HEADERS, BUM, AND STUDS (BLKG AT ALL PANEL JOINTS) (2) SIMPSON HPAHD22 HOIDOWN STRMS- ATTACH TO FOUNDATLON WALL FORM WORK PRIOR NI POURING CONCRETE- MINIMUM 10 EMBEDMENT ( 5 /8 - ext2 - ANCHOR BOLTS WASHERS,MIN. EMBEDMENT 7 2 PLATES AT SHEAR PANEL TYPICAL MUDSILL �I '•' FOUNDATION WALL I I Ij THICKENED SLAB EDGE I I ' LL CONTINUOUS FTG 16 MIN. n n 1 1/2 (MIN.) INSTALL ALL SHEATHING TO PANEL FRAMING PRIOR TO ATTACHING /FRAMING Ald)' OTHER WALLS GAR END WALL 1 " =1' -0" L � GAR SLAB EDGE TvP RO OF o/ TRUSSER 24 - VENT BLKG MR GUTTER -- ' J ON 1x8 CEDAR FASCIA TYP EXT'R WALL FIN GRADE GARAGE /EXTERIOR SECTION A—A 1/4 " =1' -0" 12' -0 6 FON WALL L1 i��ullital • IlI r` I •�I ■I ■■i�■�uU!5 FRONT ELEVATION • REAR ELEVATION IDENTICAL EXCEPT NO GARAGE DOOR CUT BACK EXIST SLAB 6 TO ALLOW FOR WALL NORTH AND EAST EDGES OF SLV3 2 EXIST PATIO 4" CONC SLAB r 1 8 e CUi O''T E %IST PATIO SLAB ' REPIACEw/ NEW SLAB TSG EXIST PATIO TOP OF STAB BELOW '.TOP OF 3 " WALL EXISTING GARAGE 4" CONC STAB w/ TOP OF ALL WALLS FLUSH 1 <12 ° v v FOUNDATION 1/ 4 " =1' -0" • GARAGE ENLARGED SLIGHTLY TO ACCOMODATE SHEAR PANELS • NORTH AND EAST SIDES OF EXIST GARAGE ASSUMED AT 5' -0" FROM PROPERTY LINES COMPOSITION SHINGLES LEFT ELEVATION 1/4 " =1' -0" • RIGHT ELEVATION IDENTICAL EXCEPT NO SLIDING GLASS DOOR 0• „ L GARAGE PLAN 1/4 " =1' -0" 2x4 CORNER SOS BEVEL SIDING (OPT'L T1 -11 J /2' SEPARATE PERMIT REQUIRED FO. ❑ MECHANICAL (ELECTRICAL Pi ?iNG II " i FILE COPY Pion C*__, :.Td emissions A J not authorize the violation cr code 01 asfinsws. f scs pt IN contractor's cc ;:y of approved p1a **nod edged. Cy Date 27 c l `l Pe mit i.o -D3 GARAGE ROOF ASSEMBLY CLASS A COMPOSITION SHINGLES, 4 NAILS PER SHINGLE 15/j BLDG FELT, 12 HORI2. LAP JOINT, 18 VERT. TAP JOINT 5 / 8 " FRI PLYWOOD, ES, RATING, 24/32 IYDIX, STAGGERED N WD TRUSSES. 24 GARAGE WALL ASSEMBLY SHINGLES OR BEVEL SIDING TYVEK WRAP. 12 H J'A LAP JOINT. 18" VERT. lAP JOIM 7/16 OSB SHTC. APA RATING, 16/32 INDEX 2x4 STUDS, 16 ° oc (OPT'L - 5/8 T1 -11 OVER TYP STUDS) TYP ASSEMBLIES REFERENCE GENERAL: THE FOLLOWING Miss TYPICALLY TO THE CONSTRUCTION . r THIS FOUNDATOS OTHERWISE NOTED ON THE PLANS. CONCRETE /WALLS /FOOTINGS: CONCRETE TO eE 2500 PSI IN 28 DAYS. 5 BACK Mix, AND VIBRATED TO PROPER CONSISTENCY AND APPEARANCE. I FOOTINGS SHALL BEAR DIRECTLY ON FIRM UNYIELDING NATURRL SOIL OF BEARING CAPACITY 2000 PSF MIN. OR APPROVED. INSPECTED. ENGINEERED FILL. GROUT err BEARING PLATER AND VOIDS UNDER MUDSILLS SHALL BE'NON- SHRINK TYPE ATTAINING 4000 PSI IN 28 GAYS. ANCHOR /HOLDOWNS: TYP ANCHOR BOLTS SHALL BE 1/2 DIA 10'. SPACED 48 - oc MIN. 7" EMBEDMENT, MIN. 2 FROM FACE OF FOUNDATION WALL, MIN. 1Y FROM CORNERS, AND MIN. 2 BOLTS PER SILL PLATE. HOLDDOWNS - SEE PLANS SHEAR WALL ANCHOR BOLTS - SEE - DETAIL 'B' MUDSILLS /PIERPOSTS: E WOOD IN DIRECT CONTACT WITH CONCRETE SHALL BE TREATED. APPROVED FOUNDATION GRADE LUMBER, OR SEPARATED BY AN APPROVED MOISTURE BARRIER. REINFORCING: REIN ERWISE FORCING NOTED BAR . IS TO BE #4 GRADE 40 DEFORMED UNLESS OTH TYP FOUND'N NOTES REFERENCE EXTERIOR ELEVATIONS PLANS, SECTION NOTES & DETAILS Beeman Garage 4210 S. 122nd St., Tukwila, Wa. SH DD " we eaves 14,5)�e_4pe This Pad, m namemlr er omerwise. w. The information antltlesign coot a o or C re Y o FILE: BEEMAN JOB: 083199 NOT FOR PERMIT until signed hole or in otleeotl t y not fie nPuloma. BASE: Custom DATE: 9/7/99 1 Drawing No. OITY OFPTI;`'i „A, SEP -13 19" PERMIT CE,, CITY OF TUKWILA APPROVED SEP 2 2 1899 xUi;_",. a _.,,. pfievo3Dte S u D n STEPHEN. W. HARLAN DESIGN ,DOCUMENTATION 606 Bronson Way NE Renton. Wo. BB056 025) 226 This document may not be reproduced in any form, in whole or in port, mechanically or otherwise, without written authorization. The information and design contained herein hos been produced by. and subsequently is the property of Stephen Harlan, and moy riot be resold or r eused for reasons other than contractually stipulated. FILE: BEEMAN BASE: Custom JOB: 083199 DATE: 9/7/99 PL Drawing No. NOT FOR PERMIT until signed /014 t _ Lo W DX t41.. PARCEL NO. 334740 - 0365 PROJECT ADDRESS: 4210 S 122nd St., Tukwila COVERAGE SUMMARY: SITE: 4280 REBUILT GARAGE: 288 EX, HOUSE; 864 TOTAL BLDG 1 152 COVERAGE 0.269% 0 5 10 MIN 11.111111111 1' =20' 20 EXIST EXIST PORCH EXIST HOUSE 24.0'x36.0' 40 PLOT PLAN 1 '1 O zl EXIST GARAGE 10.0'x23.0' NEW GARAGE 12.0'x24.0' EXIST COVERED FRONT PORCH FENCE N 80'55'31" E 40.00' APPROX EDGE OF PAVEMENT CITY OF TUKWILA APPROVED SEP 2 2 199 AS tr0f" LEGAL DESCRIPTION: LOT 67, BLOCK 2, C.D. HILLMAN'S L1LDflCl Lai VI MEADOW GARDENS, ADD# 1, VOL 12, PAGE 64, IN KING COUNTY, WA. N 80'55'31" E. 40.00' '. of S. 122nd St �� —EXIST SEWER LINE IN 5.0' ESMT PERMIT #: MI97 -0173 N DATE: 11/04/97 (EAST 5.0' OF PROPERTY) 10.0' BSBL 20.0' BSBL iV( RECEIVED OF TUKW8,A EP 1 0 1999 RECEIVED Ert wN ILA SEP - 8 1999 PERMIT CENTER W 1/..280 1:10345 1. 1.2/0 S /22' IT O S /?^ Si rurT 800 lAlk g h h Jd &acK j3ot1'ao►d' POI vv / Clean au/ /lam 6/ rasa &v e.vrt /aR 206,, 1 RECEIVED CITY OF TUKWILA SEP 8 1999 PERMIT CENTER aFf:FIVED CITY OF TUKWILA } O CT % 3 1997 PERMIT CENTER GARAGE ROOF ASSEMBLY A OMPOSITION SHINGLES. 4 NAILS PER SHINGLE CLASS C 15�j BLDG FELT, 12" HORIZ. LAP JOINT, 18" VERT. LAP JOI 5/8" CDX PLYWOOD, APA RATING, 24/72 INDIX. STAGGERED M PRE -MFR'D WDTRUSSES, 24 "oc (OPTL SHTG = 7/16" OSB) GARAGE WALL ASSEMBLY =TRAP BEVE SIDING TYVEK WRAP. 12 H ORIZ. LAP JOINT 18" VERT. LAP JOINT 7/1'S.1132, SHTG, APA RATING, 18)72 INDE% 2x4 16'oc (OPT'L - 5/e" T7 -11 OVER TYP STUDS) TYP ASSEMBLIES REFERENCE GENERAL: UTON OF THE FOLLOWING APPLIga Y TO THE CONSTRCI THIS FOUNDATION UNLESS ES rY OTHERWISE NOTED ON THE PLANS. CONCRETE /WALLS /FOOTINGS: CONCRETE TO BE 2500 PSI IN 28 DAYS. 5 SACK MIX, AND VIBRATED TO PROPER CONSISTENCY AND APPEARANCE. FRM UNYIELDING NATUW FOOTINGS SHALL BEAR DIRECTLY ON I SOIL OF BEARING CAPACITY 2000 PSF MIN. OR APPROVED. INSPECTED. ENGINEERED FILL GROUT FOR POST BEARING PLATES AND VOIDS UNDER MUDSILLS SHALL BE NON – SHRINK TYPE ATTAINING 4000 PSI IN 28 GAYS ANCHOR BOLTS /HOLDOWNS: ttP ANCHOR 'BOLTS SHALL 6E 7/2' DIP. 10', SPACED 48'oc MIN. 7' E2 M, MIN. 2" FROM FACE OF FOUNDATION WALL, MIN. 12' FROM CORNERS. AND MIN. Z BOLTS PER 611E PUTE. HOLDDOWNS - SEE PUNS 6HEAR WALL ANCHOR BOLTS -SEE 'DETAIL 'B" MUDSILLS /PIERPOSTS: OFSig FOUNDATION C IT RADE O L U.` T 7�BER, OR EPARA BD AN APPROVED MOISTURE BARRIER. REINFORCING: REINFORCING BAR IS TO BE #4 GRADE 40 DEFORMED UNLESS OTHERWISE NOTED. TYP FOUND'N NOTES REFERENCE EXTERIOR ELEVATIONS PLANS, SECTION NOTES & DETAILS Beeman Garage 4210 S. 122nd St., Tukwila, Wa. SH DD . "tw w. pt41PN.0e4LA•rMTMi4N M �.aoe"`. t•4e7 Me - sa00. rN. tle4�ment aay of . r. w r4a�a.a men roma i wool. 4r m pON, Mnle4ly PlMrv Ilhoul Allen NorNOtion. TM Informstlon nd dscign <ontainsd pphnherein has p.en produwd by, ee01G or .t. f.dr percasHyotnort lho, OO j on, n not be r / ne 9c Yet Puleted, FILE: BEEMAN BASE: Custom JOB: 083199 1 DATE: 9/7/99 1 Drawing No. NOT FOR PERMIT until signed ROOF OVERHANG (12 1 Y SHOP LE –END BLOCK G4B OC7 Mg FOR 24' VEM SIDING AT PEAK AND cwt ° a O MON TRUSSES a" CAR I �BAY I 1 I END T OC AND BLOCK CABLE TRUSS FOR 2$' VENT AT PEAK SIDING 1' -10 MIIIIIIIIIIrMgllMIIIMM 0700H GAR DR 000E OVERHANG 1 2' 8 4z8 OF #1 71 2") - 1' -10 "TYPICAL WALL" NOTES: NOTES BELOW SHALL APPLY TO ALL WALLS "" OTHERWISE NOTED ON FOUNDATION PLAN /DETAILS. ENGINEERED CONDITIONS SHALL TAKE PRECEDENCE OVER °iY'PICAL, TOP –OF –WALL BAR SHALL BE CEMERED IN WALL AT BETVEEN 3" TO 6" FROM TOP OF WPLL FOOTING BARS SHALL BE SPACED AS SHOWN BELOW AND HELD UP FROM BOTTOM OF FOOTING BY 2'. 10 P MUDSILL TO BE TREED 2x LUMBER. SET FLUSH w/ THE E%TERIOR FACE OF THE FOATUNDATION WAIL MI SER'S" BOLTS TO BE 1 /2 "flx10', 48'x0 AND 12' FROM CORNERS w/ 7 MIN EMBEDMENT Tw P ANCHOR BOLT X14 I L CUT WASHER MUDSILL PER PLAN 1994 UBC' TABLE 18 —I —D FOUNDATION REQ'TS FOR STUD BEARING WALLS- MINIMUMS WALL ( Encs. s) CONK UNIT MASONRY 10 „ (inches) 2 5 8 THICK- NESS OF FOOTING NUMBER OF FLOOR SUPP ORTED BY HE FOU (a) 1 2 (1) WHERE UNUSUAL 01000 1000 OR FROST CONDITIONS ARE FOUND, FOOTINGS AND FOUNDATIONS SiiALL BE AS REQUIRED I00000000102 (a). (2) ELEVATION OF THE TOPE OFOTHE2001 00 cAVATEO 0O THE (3) FOUNDATIONS MAY SUPPORT A ROOF IN ADDITION TO THE SRPULA NUMBER OF FLOORS. FOUNDATIONS SUPPORRNG ROOFS ONLY SHALL BE AS REQUIRED FOR SUPPoRTING ONE FLOOR. (4) IN ALL CASES FOOTING SHALL BE BELOW FROST UNE. TYP FOUND'N WALL 2X4 TOP PLATE 16” HEADER —• PER PLAN NAIL SHEATHING • + + + + HEADER AT 3'oc B.W. n rI (2) SIMPSON PAHD22 HOEDOWN STRA ATTACH WORK PRIOR TO POUR N M CONCRETE- MNIMUM 10' EMBEDMENT M 2� 5/8'2O12 ANCHOR BOLTS wASHERS.MN. E1IBEOMEM 7' 2 PLATES AT SHEAR PANEL TYPICAL MUDSILL FOUNDATION WALL THICKENED SLAB EDGE CONTINUOUS FTC © GAR END WALL 1 " =1' -0" + I NSTALL ALL SWAMP. TO PANEL FRN2NG PRIOR TO ATTACIRIG/PRMNNO ANY OTHER WN12 � E re 4" CONC SLAB ° a 1/2 PLY SHEATHING 2x4 STUDS. 16,c CUT 64CK IXI6T STAB 6- TO 'a ° - = FDN WALL ALLOW FOR WALL PFR PIAN " " "' UNDERCUT SOIL TO ALLOW MIN FTG SIZE– t2'z6' GARAGE /EXTERIOR FIN GRADE TYP EXT'R WALL ---■ r1 FIN GRADE S NEW SLAB .TENSION 8' 04 DOWELS, . 24'eo SECTION A—A 1/4 " =1' -0" T . PLATE T.O. FON WA11 FINISH 6 12 T.O. RIDGE 12' -0" 4' CON r CAR K AGE SLAB GRADE/TOP OF EXIST SLAB 1/4 " =1' -0" • REAR ELEVATION IDENTICAL EXCEPT NO GARAGE DOOR 264. UDS -+ 12 CUT BACK EXIST 6' FDN WALL —'° ALLOW WALL I� O 1 EDGES OFDSL4BT 24 OCT VENT 2x8 CEDAR RAKE FRONT ELEVATION SHINGLE SIDING (OPT'L T7 -11) EXIST PATIO 4" CONC SLAB BLOC -OUT FOR. 6' 0° SLID,', GL DR EDGE OF 2 NEW SLAB FLUSH FACE OF / WALL r 1 r 6' c 12 '�x 01 - NEW 4" SLAB 12' -0' 1 e e CM OUT E %1ST PATIO SLAB REPLACE w/ NEW BOST PAT0� TOP OF SLAB 3' LL BELOW TOP OF WALL EXISTING GARAGE 4" CONK SLAB o TOP OF ALL WALLS FLUSH ° v ° v FOUNDATION 1/4 " =1' -0" • GARAGE ENLARGED SLIGHTLY TO ACCOMODATE SHEAR PANELS • NORTH AND EAST SIDES OF EXIST GARAGE ASSUMED AT 5' -0" FROM PROPERTY LINES LEFT ELEVATION 1/4"=1'-0" • RIGHT ELEVATION IDENTICAL EXCEPT NO SLIDING GLASS DOOR 6" 12" 9104 04510N 5' -0' 12' -0' GARAGE PLAN 1/4"=1'-0" •- -2z4 CORNER BM BEVEL SIDING J /2' SE?ARATE PERMIT REQUIRED FO.^.: MECHANIC,,L VI FlPiNG FILE. COPY I L rcn _ .:.-J emissions not authorize the violation ci : af code or °familia Rroelpt of con(1 -011 r'G cc - ,1/ cf approved Own falitidedged. Pe:Tnit ho. -03 SEP " 1y "a PEHM)T CE, CITY of (WWI!_ APPROVED SEP 7 1993 P4 5 1 - "C: )2 J 11#11 •