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Permit 6931 - Ellison Residence - New Single Family Residence
4^; s ELII5D gAl mai) Ar LtwAtj P4i-c„,q31 �k UILDINC PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) CITY OF TUKWILA FEES Dept. of Community Development - Building Division DESCRIPTION .AMOUNT''. 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING PERMIT NO. DATE ISSUED: (633 :D- I -q a SITE ADDRESS PROJECT NAME/TENANT B.UILDING'PERMIT; FEE: >' PLAN.CHEC,K FEE> BUILDING:SLJRCHARGE 892:00 580 00 1,4765 PLAN CHECK NO.: 91 -482 PROJECT:, .,INFO'RMATION 16807 53 Av S SUITE # VALUE OF CONSTRUCTION - $ 172, 267.00 ASSESSOR ACCOUNT # Ellison, Raymond & Lillian 812520 - 0025 -00 TYPE OF (x) New Building U Addition L) Tenant Improvement (commercial) U Demolition (building) U Grading/Fill WORK: 0 Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other: DESCRIBE WORK TO BE DONE: Construct new single - family residence. PROPERTY OWNER ADDRESS Ray & Lillian Ellison PH NE 16424 53rd Place South, Tukwila, WA CONTRACTOR ADDRESS PHONE WA. ST. CONTRACTOR'S LICENSE # ARCHITECT ADDRESS Edward J. O'Brien EXP. DATE PHONE 242 -7013 ZIP 98188 13654 17th Avenue SW, Seattle, WA USE �.:.. OCC. LOAD FLDOR4, SQUARE FEET SQUARE FEET OCC. LOAD ZIP 244 -3414 ZIP 98166 SQUARE FEET OCC. LOAD SQUARE FEET OCC. SQUARE LOAD FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCC. LOAD PE •F • -.: V -N UB DI -l• (year) 1988 SETBACKS: N- - E- FIRE PROTECTION: ❑Sprinklers Q Detectors xQ N/A UTILITY PERMITS REQUIRED? ® Yes Q No (through public works) ZONING: BAR/LAND USE CONDITIONS? ❑ Yes x❑ No CONDITIONS (other than those noted on or attached to permit/plans) • I hereby certify that I have read and examin • • this permit and know the same to be true and correct. All provisions of la+' 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 provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building permit. SIGNATURE: PRINT NAME: ,Thrs permit' she become null and vo!d If fhe work is n:ot commenced within <180 days from fhe date'c issuance,: or if the work is suspended or abandoned; for a period of 180 days from the last inspection DATE ISSUED: - DATE: 6 / /1 COMPANY: CERTIFICATE OF OCCUPANCY NO. Ul 0/YU PLAN CHECK NUMBER PROJECT NAME p(o\-ool BUILDING ERMIT APPLICATION TRACKING SITE ADDRESS Elli�s� n , R\or d 5 SUITE TE NO. INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) �( SQUARE OCC. SQUARE OCC. SQUARE OCC. SQUARE OCC. SQUARE OCC. TOTAL FEET LOAD , FEET LOAD FEET LOAD FEET LOAD FEET LOAD SQUARE FEET TOTAL. OCC, LOAD DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. 04 BUILDING - (( -aaa) initial review OUTED RCN ZztJD(11 FIRE 22tl�Ot19It2 UIREME OMEN'S CONSULTANT: Date Sent - Date Approved - FIRE PROTECTION: Detectors FIRE DEPT. LETTER DATED: INSPECTOR: 62-- INIT: Cegi PLANNING ) Met t U )2Z)Gl _ INTt _t--- PUBLIC 02//7.2. WORKS INIT: 0 OTHER ZONING: BAR/LAND USE CONDITIONS? REFERENCE FILE NOS.: MINIMUM SETBACKS: N- UTILITY PERMITS REQUIRED? PUBLIC WORKS LETTER DATED: - 9a-- INIT: (4 BUILDING - IDR-892 to FiszcIz. TYPE l final review INIT: �� . y N «B OF CONSTRUCTION: UBC EDITION (year): REVIEW COMPLETED PERMIT NO. CONTACTED L1 t t; cmn DATE READY DATE NOTIFIED (� n I — -(cam BY: ‘.._063 (init.) PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) AMOUNT OWING C l d 3RD NOTIFICATION BY: (Init.) 08/i7rao BUILDING PERMIT APPLICATION CITY OF TUKWILA Department of Community Development - Building Division VVVV Vi1UAl14QNlG/ LPL/WUV Cal Y/ I UnYYNa VVPS V ILK) (206) 431 -3670 DESCRIPTION AMOUNT 'f 9.00 r ' 1 :+1i.: 6 ( DATE as:_.. BUILDING PERMIT FEE PLAN CHECK FEE PLAN CHECK • NUMBER APPLICATION FILLED ;OUT ,COMPLETELY ir ■ * MUST 'BE BUILDING SURCHARGE EXP. DATE ARCHITECT 0w c 3-, 017 dr-1V PHONE zgi1„3 y/ 9/ ADDRESS /2 (,.$y ,l7 cue G W ZIP le' /46 c OTHER: TOTAL • laREIM SITE ADDRESS r J SUITE # I lro% C P\1 S VALUE OF CONSTRUCTION - $ (``1 @, (,l. 00 -Oof5 -O0 PROJECT NAME/TENANT C-1 f I► .I A • a I, i " 1I a TYPE OF is New Building • ddition • Tenant Improvement WORK: 0 Rack Storage 0 Reroof 0 Remodel (residentiai) SSESSOR ACCOUNT q Sao (commercial) U Demolition (building) 0 Other DESCRIBE WORK TO BE DONE: t / l/ 6 tii (f 4= S //)L:-- ,t'C& (/t /6c6/ - 197k'�/(1740 l BUILDING USE (office, warehouse, etc.) Al- /.0 'A. I /ii L-_ NATURE OF BUSINESS: WILL THERE BE A CHANGE IN USE? Olt No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: 3._L.3 -7s,, Tenant Space: 2 3 i 3 Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? vd No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER RAr c ,411480 E�4 /JON PHONE 2I/2 _70/3 ZIP i,£r' /fi-er ADDRESS / (n 4 2 `% ,S3 Rt9 P/ S 771 �C�;l,�a WA, CONTRACTOR 5 a...4.,,, PHONE ADDRESS .S—'/4 /06 :- ZIP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT 0w c 3-, 017 dr-1V PHONE zgi1„3 y/ 9/ ADDRESS /2 (,.$y ,l7 cue G W ZIP le' /46 c EREBY ;CERTIFY: THAT I HA%/E RE i3:EXAMINED: THJ$ APPLICATION ANI AU" ORUZED:TO (APPI Y :FOR."111 PERNilT T. RUE AND..CcJRRI CT AND.:I BUILDING OWNER OR AUTHORIZED AGENT SIGNATURJ .' ) � PRINT NAME / f? <, rJ�iJdv� ADDRESS /g r /.? c/ DATE SAME /(- /y- 9/ C), .4A /S4C/ PHONE 21/2.- 70 / 3-3 CITY/ZIP CONTACT PERSON PHONE - 7e)(.3 APPLICATION SUBMITTAL In'order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are cakxilated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431-3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and Is subject to possible revision by the Building Division to comply with current fee schedules. 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. EXPIRATION OF PLAN REVIEW Applications for which no permit Is issued within 180 days following the date of application shall expire by limitations. 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 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES cla G3/16/91 COMMERCIAL NEW COMMERCIAL BUILDIWIS/ADDMONS Completed building permit application (one for each stwcturo) EDAssessor Account Number • Two sets (2) of the following: 1-1 Specifications Structwal calculations stamped by a Washington State licensed engineer Soils report stamped by a Washington State licensed engineer SUS3MITTAL CHECKtIST D:Toporgrophical, survey : : Energy calculations stamped by a Washington State licensed engineer or architect . : • • •••• Working ,drawings, stamped by a Washington State liCensed architect, which include: •.• Site plan .. • • • •. • :::••:„,•Architectural drawings drawirigs••• '.:••".,.Mechisnical drawings •• alert EI:COrripletted utility permit applicatiorrIone•:.,f0(entire:Pno Six (6) of clvitdrawings... • • . • • • ...•.• • . • NOTE • See. Utility pent* application and checklist 'dr.:Spec:1,1e Submittal requirements.' • RACK STORAGE. . • • • Cipteted building permit application ... „.:.„..... •. Assesser: Account Number • •••:-. • • ., • : ..,.....„,., • Two (2) seta of plans, which include ri Building Boor pan • •••:••• • Entire sPace,whereradis will be.lobattodl:,::•,:,... • • Exit dOors • Dimonskins ••• ••• • : • • „..„.... „.,..... „ Tonant space floor plan showing rack storage tayout aistes and ..... . • exita. • ••':',,..E'•:::::•:••••• • • • ::,.-:::••••••::•::'•. :••., NOTE include 'dimensions of racks (height, width and 1engtk;.'leislas*:::',:-, and Oxit way.4 on plan; Struqtural calcUlationa'striinped by a Weshingteri State Hconed .:•:englneer.(rack•storage W and • .••••• . :• . . .• . . . . RESIDENTIAL .. . . cc°mGpmE:AL'e. ..•. ".. • •. . . . .. E As sessor•ACcount Numbor • Two (2), sets of • E:1 Oin • • • . . lt;caistitIng and taproposed nant • Existing • L1 Ovorafl buildlng • Tenant location • • • • Use of adjacent (common wali).tenantfoo,••.--taie., • •• '..••••• er!!!°9t"•,"••?!..'":•"tj•••11d..•:,!!!14• '.:••••••••<:,.:'....,•.4,,Tenant'SPeCe.Plen:Witli,'0s&Of. each room to.pae0:i.:: ':••••:,:•••,..4 Exit door:Si:egress patterns • Cross sections showing wall conatnictfon and method of : • • . te.cjalied if Washington • • latitan applicationendpittnS. ............................................................................................................................. . . . . . . NEW SINGLE-FAMILY DWELLINGS/AGDITIONS :. • • . . Completed building permit application (one for each structure) • Legal descriPtiori. /stiettsOr ACCoUrit:Numbet.:. Twa *Otff(4) Qt,worNtiti . ..„.„. • Site (orrplitkiihowciasest hydrant • Foundation plan include access 10 buS4Png;ishavderg:::;,.,...:,. • Floor plan width and length ot access.) • Roof plan •,: • : • : • Building elevations (all views) • . .: •••.: • Building cross-section.: . • Structural framing plans ,Washington State Energy Code data Completed utility permit application aSix (6) sets of site plans showing utilities • • NOTE: Building site plan and utility site plan may be combined See utility permit application and checklist for specific submittal requirements. AdoVtional topographical and soils information may be required if unique site conditions. • NOTE: lf any utility work is to be dont, provide utility permit application and plans Must be subinitted,:.::::.. . . • . . FIEROOFS•'. • • : '•••• ••• " • • ' • • Completed bullsIng permit application (one for each structure) fl . . . • , Assessor Account Number . • ; • • • riNarrative describing existing roof, material being removed, and material being installed, • • .. • : NOTE: A certification letter is required prior to final Inspection and sign off of the permit. PLAN CHECK NUMBER ROUTING UTILITY P OJECT TRACKING PROJECT PROJECT NAME r RO me r■ol SITE ADDRESS DA E • SUB. REQUESTED COMMENTS SUITE NO. D• - • A 5 RECEIVED TYPE OF REVIEW ►A E 'O __ ' TO PWD 'ATE P • S APPROVED DA E • SUB. REQUESTED COMMENTS H—&- (I N-ew Resickt . Ll_ &a-ctl X. Curb Cut/Access /Sidewalk ' P v qa- Odra. .2-S--9a 7 .-&O-9A Fire Loop /Hydrant Flood Zone Control Grade /Fill �.n(, p�"k" rc Ad q a - 00 a3 pl.() q,:a -vod 5�i 6) -5-9& Q--1(-9e PERMITS REQUIRED ,ir PERMITS PERMIT NUMBER APPROVED PLAN /LETTER DATE ISSUED Channeiization /Striping /Signing X. Curb Cut/Access /Sidewalk ' P v qa- Odra. .2-S--9a 7 .-&O-9A Fire Loop /Hydrant Flood Zone Control Grade /Fill �.n(, p�"k" rc Ad q a - 00 a3 pl.() q,:a -vod 5�i 6) -5-9& Q--1(-9e Hauling alt- al Landscape Irrigation Moving an Oversized Load Sanitary Side Sewer Sewer Main Extension (private) Sewer Main Extension (public) Storm Drainage Water Main Extension (private) Water Main Extension (public) ❑ Deduct Water Meter (exempt) Size: No.: C e e o lx_ Water Meter (permanent) Size: No.: Water Meter (temporary) size: No.: Other: Other: CONDITIONS OF PERMIT ISSUANCE OR FINAL SIGN -OFF OF PROJECT CITY OF TUKWILA Central Permit System - Engineering Division 6300 Southcenter Blvd., Tukwila, WA 98188 Phone: (206) 433 -0179 0 PROJECT '. < Site Address: 1 VG X INFORMATION Name of Project: UTILITY PERMI'1tAPPLICATION PLAN CHECK NUMBER: Ltsa Property Owner: Street Engineer: Street Address: PAI 6 2 as Phone No.: -.2 C12 - 7013 Clt /State /Zi • : Contractor: RAI (‘' / /is a,) Street Address: King County Assessor Account Number: Phone No.: City /State /Zi•: Phone No.: 2c/2 -7c/ 4) p 4- Cit /State /ZI.: RMIYI Q JESTI 8125.40 - 0025 -oo ❑ Channelization /Striping /Signing ❑ Curb Cut/Access /Sidewalk ❑ Fire Loop /Hydr. (main to vault) - No.: , Sizes: ❑ Flood Zone Control ❑ Grade/Fill cubic yards ❑ Hauling ❑ Landscape Irrigation ❑ Moving an Oversized Load ❑ Sanitary Side Sewer - No.: ❑ Sewer Main Extension Private ❑ Public ❑ ❑ Storm Drain ❑ Street Use ❑ Water Main Extension Private ❑ Public ❑ ❑ Water Meter / Exempt: - No.: — Sizes• Deduct ❑ Water Only ❑ ❑ Water Meter/ Permanent - No • — Sizes ❑ Water Meter/ Temporary:- No ___ Sizes: ❑ Other: »:WATER METER ; Name: / /a G`,(1t lsN.v DEPOSIT /! -: ,uo,yn .REFUND / ®ILLING. X( 3"'' 7'l, S, ?U� 4/,,4 Name: pAi sewn G=�C� /sd,� % ;` BILLINGS "TO: ; ` Street /6 V.2 (' f,3' Pf S, 7a a/i /o. Phone No.: City /State /Zip: Phone No.: City /State /Zip: z -1/2 -- 20/3 ❑ Water ❑ Sewer ❑ Metro ❑ Standb SCRIPTION<OF::PROIECT • Single- Family Residential ❑ Multiple - Family Dwelling ❑ Hotel ❑ Duplex ❑ Apartments ❑ Triplex ❑ Condominiums No. of Units: ❑ Motel ❑ Other: ❑ Commercial/Industrial MISCELLANEO ';INFORMATION; King County Assessor's ❑ Office ❑ Retail ❑ Warehouse ❑ Manufacturing ❑ Church ❑ Hospital ❑ School /College /University ❑ Other: gi New Building ❑ Remodel/ Square footage of original building space: Square Footage: 3( s-7g Addition Square footage of additional building space: valuation of existing structures: $ Valuation of work to be done: $ j-• 16-7 . rMLH40.r cexr.ir THAT:a:HAyER,t AD::THIS.APaICA.TION'AND KNOW THE;AME TO"BE TRUE 4Nn >CORRECT; Applicant /Authorized .,, a / ` A� i.n. r•• ,./ at,,. , /�' _ Contact Person •ri -m: • ..e s / / /sa i Print Name: 7a.I,t,,u,u03 Or L 1.LIsdd/ /3 Address: /4,(/"..c( ,673 '`'O Pi {s' 'Wk./lb Phone: 2q - 70 !'� D1e: l/ / Phone: .2 / - 7) Date Application Accepted: a ANNOMINIMMINVAIMM...r► �a,irr�.s..�..rrrrr■irrrr.�r Date Application Expires: - lXQ -/la 09/18/90 SUBMITTAL CHEC( .IST All site plans shall be provided in one submittal for review by the Public Works Department. Six (6) sets of plans stamped by a licensed engineer are required along with this application completed and signed by the applicant's representative. The following information is necessary for Public Works Department evaluation and approval of site plans: • All utility construction is to meet the City of Tukwila Standards • Indicate scale of drawing and show north arrow • Identify location by address or distance to nearest intersection CURB CUT /ACCESS /SIDEWALKS/ CHANNELIZATION /STRIPING /SIGNING O Dimen §ons O Type of surfacing • asphalt, crushed rock, etc.(and thickness) O Percent of slope or runoff direction O Size of curb cuts/location O Vehicular and pedestrian traffic facilities, including signing and striping, wheel chair ramps, curb cuts FIRE LOOP /HYDRANT O Type of pipe O Size of pipe /location O Location and type of all valves O Type of bedding and backfill materials /percent compaction O Distance from structures, storm and sewer facilities at minimum separation O Location and size of thrust blocking FLOOD ZONE CONTROL (Requirements are under Flood Ord. No. 1462 and can be obtained from the Public Works Dept.) O Lowest finished floor elevation O Contours and elevations per National Geodetic Vertical Datum LAND ALTERING (CLEARING, GRADE AND FILL) O Contour map (2' intervals) showing existing and proposed contours O Estimate of yardage, both cut and fill O Erosion control plan HAULING O Copy of Certificate of insurance coverage (minimum $1,000,000) O $2,000 bond made out to the City of Tukwila for property damages caused by activities O Route map LANDSCAPE IRRIGATION O Location of DSHS approved double check valve O Type of pipe • copper, high density molecular plastic, ductile O Size and depth of pipe O Size of meter O Location and elevation of meter box (water meter - permanent and exempt). Clearly show whether tap is on main or domestic service O Location and type of tap O Type of bedding and backfill materials /percent compaction MOVING AN OVERSIZED LOAD O Copy of Certificate of insurance coverage (minimum $1,000,000) O $5,000 bond made out to the City of Tukwila for property damages caused by activities O Business License with City of Tukwila O Route map SANITARY SIDE(' °WER O Type of pipe - conk . , PVC, etc. O Size of pipe/location O Percent of slope on pipe /length of run U Connection point(s) to public O Location of cieanout(s) and test Tec(s) O Type of bedding and backlit' material /percent compaction O invert elevations at structures and junctions SEWER MAIN EXTENSION O Type of pipe - concrete, PVC, etc. O Size of pipe /location O Percent of slope on pipe /length of run O Connection point(s) to public O Location of cleanouts O Type of bedding and backlit' material/percent compaction STORM DRAINAGE (including existing topography and proposed grading and surfacing) O Type of pipe O Size of pipe O Percent of slope /length of run O Location of all structures O Square footage of area to be drained, Including roof area O Bedding material for pipe O Invert or flow line elevations STREET USE O Complete description of proposed activity O Map with address and outline of limits of activity relative to public right-of-way and easements O Proposed traffic control/detour (per Manual of Uniform Traffic Control Devices) O Proposed schedule (times and dates) WATER MAIN EXTENSION O Type of pipe O Size of pipe O Hydrant type and locations O Valve type and locations U Connection point(s) to existing system O Type of connection - live tap, tee, etc. O Location and size of thrust blocking U Size and location of mains, including elevations (profile) WATER METER - EXEMPT O Diagram of domestic system/tie in of exempt meter O Number /account for existing domestic meter O Size and type of material of meter and service O Site address WATER METER • PERMANENT O Type of pipe - copper, high density molecular plastic, ductile O Size and depth of pipe U Size of meter O Location and elevation of meter box (water meter - permanent and exempt) O Location and type of tap O Type of bedding and backlit' materials /percent compaction WATER METER - TEMPORARY O Address and hydrant location O Size of meter O Estimate of quantity and schedule After the Public Works Department has completed their review and the plans are approved, the applicant will be notified by letter concerning the necessary permits and requirements; an approved set of plans will accompany the letter. If the •tans are not a roved, the applicant will be notified b letter of necessa resubmittal requirements. • CITY OF 'TUKWILA 6200 SOUTHCENTE R BOULEVARD, TUKWILA, WASHINGTON 98188 TO: FROM: DATE: SUBJECT: PHONE # (2061433.1800 MEMORANDUM Gary L. I nnl)uscn, Mayor 5hQ 1lke aces NovJam.bP r I G ► 1411 Fe-e_ Cal DW- e`1∎rl D, 13 Unf ► rl if7d L L W C Clan SQ. 1 fli r cis, (Csav .0- MO 41 Di2c.r (.un vel 4ao° (0-1', k 41a.1-41 �c l b. (O 10.00 'A . oo 1 Si ,371, 5,51o.OLl 13, als.lo 1, %O0•00 • 0 l �a (Q`1, 01' .*********************************************A***k************** • 'CITY OF TUKWILAi WA TRANSMIT ***************************************************0(*********** TRANSMIT Number: 92000096 Amount: 25.00 02/14/92 15:58 Permit No: PW92-0024 rype: PW-HAUL HAULING Parcel Na: 012520-0025 oa/18/72 Site Address: 16807 53 AV 8 Payment Method: CASH Notation: SEATAC CONST. • Init: •SLB *k********************************************h**************** • Account Code 000/345.830 000/342.400 .Description PLAN CHECK - UTILITY INSP FEE - UTILITY Total (This Payment): Total Fees: Total All Payments: Balance: 25.00 25.00 .00 Paid I0.00 15,00 25,00 GENERA GENERA TOTAL CASH CHANGE 7026A000 10.00 15.00 25.00 50.00 25.00 15:5S ri * *** * * * * * * ********k***** * *** ** * ******** *********** ******* *fir **** CITY OF TUKWILA, WA TRANSMIT ************************* * * ** * *** * *•* * *A• * **•*** ** * * ** ** *hark ** * * * *** TRANSMIT Number: 92000738 Amount: 25.00 07/20/W090258 .Pr rmit No: PW92 -0022 Type: PW•-CCAS CURB CUT /ACCL /S I)E Parcel No: 812520- •0025 Site Address: 16807 53 AV S Payment Method: CHECK Notation: RAYMOND ELLISON Irtit: SLB * ** * * * * * * *** * * * * ** ****k*********** * ** * * ** * * * *74 * *** * * ** * * * *:k * * ** Account Code Descr i pt ;ion Paid 000/345.830 PLAN CHECK •- UTILITY 10.00 000/342.400 INSP FEE -- UTILITY 15.00 Total (This Payment): 25.00. Total Fees: Total All Payments: Balance: 25.00 25.00 .00 GENERA 25.00 TOTAL 25.00 CHECK 25.00 CHANGE 0.00 1661A000 10 :54 • ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CITY OF TUKWILA, WA Reprinted: 02/11/92 10:57 TRANSMIT ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TRANSMIT Number: 92000082 Amount: 118.50 02/11/92 10:57 Permit No: PW92 -0023 Type: PW -LA LAND ALTERING PERMIT Parcel No: 812520 -0025 Site Address: 16807 53 AV S Payment Method: CHECK Notation: RAYMOND ELLISON Init: SLB ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Account Code Description Paid 000/322.100 BUILDING - RES 96.00 000/345.830 PLAN CHECK - RES 22.50 Total (This Payment): 118.50 Total Fees: 118.50 Total All Payments: 118.50 Balance: .00 Rerp3p-t- (0C33 C INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 6P3/ PERMIT NO. ,..(206) 431-3670 ' • : ilr -._ . _ SeY9 ype o ns • : - • .-7tt Address, /6 a 7 ,...,,, 5.30_,/, 2 Date Called: 13`.--g — Special Instructions: 44014- 12- CV Dale Wanted: Requester. Phone Na: sgLApproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Inspector: Date: 0 $30.00 REINSPECTION FE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ...1777 • el! ...•,.....411,..tit••• N.4.14157A1‘,•414,0, •,44.. 4#4 .Arr•o4.. 4.1..k•Awn I y (. INSPECTION RECORD Retain' a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 • ' i ` I __ �.. Type of Inspection—' , AL ri v :.: st ions: Date Want — Z -q4 ,.m. Requester; Phone No.: V 9 — 70 !_ 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ' PASINIMEMPIRMIllya, 44• rt r/ 0 elZ1 / 407- Czvieb.v / nspector: AVA11111t•Il1111tl1111111111111l'.i WARM $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. _:_..c 1 m ( INSPECTION RECORD ( - Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER/AR NO. v (206) 431-3670 2/ Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: ' [insect : Date: o $30.00 REI PECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. type of Inspection: pw 7 not ) Address: 1 tfil.)0-1 65,--/N ,.., Date cased: Special Instructions: N3 ci 0 - 0303 00a q Lk\ 1-i Date Wanted: am, pm, -"Requester: Rote No.: 2/ Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: ' [insect : Date: o $30.00 REI PECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206) 431-3670 10131141/710111V" f d��..- y' o i %/' w I .� // it• i1�� if, :.0 iiipt 1 ... : .al Instructions: �O %1 I :, . :,; �V r Date ant..: % % "" g,5 am, m. Requester: 1 4 I. Phone No.: , /` 1 7 O ( )0. Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: ' AIL O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 ro a--- Gf�'1 I' 90),„ �cg Type of Inspection: Address: 1 0 1 5 Ay , bate Called: Special Instructions: Date Wanted: (0 -17 f9 am. ,m. Requester: ` ' (t /V CAL Phone No.: S _ ii—ii' ❑ Approved per applicable codes. porrections required prior to approval. COMMENTS: • 2;) hoe ir-Qtred Ok -�"/O ' 5 69� (J �- 4..,� , © „G► r'LL rye 1414. rj 6e14,44 4•01YA V a AA LJ,.ec yz 411 ! %v, Le c,. 5 Inspector: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: INSPECTION NO, INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project: E //, s 4,0, / Type of Inspection: . Addre (.:. k) 7 S .ed 4cr ...c, Date Called: Ga - 54 - `J.. Sped al Instructions: Date Wanted: 6 - 2 - y.3 am .m., Requester: i 1 an Phone No.:% a 6 i 3 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: c.-1 64,,/ 4?. �._ / 14A /A S 4c._ i v O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, lee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. 411D INSPECTION RECORD Retain .a copy with permit CITY OF 'TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 *3J PERMIT N0. j (206) 431-3670 ro ecC „p / u / po ns n; -//.501 ---/ ''/. /� Address Date Called: Special Instructions : Date Wanted: t "`7'9- 93 p.m. Requester: Phone No.: KApproved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: -i( Na*CE — Ptio v. 9G 6,11-11-1 57a- 6i -otA r■O. F't !tom " A G AZ V kCS I N Prri l c— . IInspector: Date: 5---/T -*3 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ■ (206) 431 -3670 Projectf 49 Ov l ` // A) type of Inspectionrr,�G�7'Y.1�-i1 A9dyessC�G 5.3 S Date Called: r� _ �l _....,9 Special Instructions: /44.5 4'4-- 6 /0 d4-7,'&( - Date Wanted _ P a . -_c..7 - am. p,m. Requester: r) Phone No, :l Li D 70 /,5 ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: Frey__ b/ „k /) s) 1„.. way 5 . L-1 -1. , —, i-. - ,, l deo ids. ,. Z te .1 /-/r;/ A ,,. .--„ ' cm at -- 44, !, t'7-7 aopa !/*I 4 —.^' G_... /44.5 4'4-- 6 /0 d4-7,'&( - yJ / / ,,J/ ,,t;A- 4 4:04� .4._ mow ' ",lam %_ f /�1� iJr ./__ - h.TX1,P y / S S 01► . / <i c /(0../ ..' ci? i 44•/ e / /0 _ i ti4-tAfret4 meet c,�. ( 1, o0-, 00-,..-141.„ rh . •-.ter' 41.4.,/4_ . - G A .o/r. - . / ✓ ..I. L.._ Id 2,�. 6 t1 n d��...,_... ../. Ad / � !ter r 1 `,, k F-- 4/Tl..i. eel G[ ✓P' Ci! ❑ $30,00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Lt No.: INSPECTION RECORD 4,73/ Retal a copy with permit 0. l / 2 PERMIT NO.; CITY OF TUKWILA BUII DING`DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 % (206) 431 -3670 • rolec : 0 ype o nspe « • n: �-- !' �� L Address: Date Called: tr.ne-i.,- /C 1 ..-1( € Aw‘ .5 i Special Instructions: Date Wanted: --Z2.4 3 4110 p.m. Requester: f Phone No.: 50 eI4 I at,/-- ,27 (Ji-te w,/ 5,/, z, ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS : g ,,, 54 tali S 0 h-e.. fr., a r. " 40' /am jh ,t jezjzr, fie__ r-u h tr.ne-i.,- /C 1 ..-1( € Aw‘ .5 i `, /, 3- ow ,lug. 13) Fr// P* s1-- s, al `1'1 '7,,, f 50 eI4 I at,/-- ,27 (Ji-te w,/ 5,/, z, 1 C,'• /'/ul�(h S 1h,. l.[ j d ,(� i .lA ,ta _gnt�y�, lrir� ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. eceipt No,: Date: AY C INSPECTION RECORD (Paul Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd,, #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 roe ; �0. _r11 �C) n Type o nspea on; EY am 1 n ci Address: 1 ( D O�1 S 3 Ay Date Called: _ 1 `7 I D gal Special instructions: Date Wanted: ,-� ICJ^ la jPl�, `1 7 am. l Requester: rip Phone Noi ❑ Approved per applicable codes. l Corrections required prior to approval. COMMENTS: �3h t�C ai Vyt crct- �-, 2 ST . -r r iL srx\ PPr r.16 (►„ P � tip S ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Callao schedule reinspection. IReceill No.: `SPELT'• ` ` • INSPECTION F ECORIY'. Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 'roe . ype o nspection:iir dress: eV 6, („ � Au, g ate a ed: Special Instruct ens: Date Wanted: -- g ,. am,(1m 4 Requester: `" Phone No,: Approved per applicable codes. • ❑ Corrections required prior to approval. COMMENTS: ' Inspector: Date: 6,8 ✓et? ❑ $30.00 REINSPECTIO EE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. N0. 1NSPECTION RECORD Retain a copy with permit • CITY ,OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Project; �,t� G� Type of Inspection; ou" )0,a170)4..." Address. /�D47 b go �y,,s Date Called: /�� /fA SpeciaAi�trucllo �, �` U Date Wanted ; /� /�� am. .m . Requester: 7 Phone N 7evs Approved per applicable codes, ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ep INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (43/ PERMIT NO, (206) 431 -3670 'ro in. , c 'I� 1,501- Type of Inspection',%�� Date Called; - 1p.. Ad i • a , �� g S�e/ ns bons Date Wanted: Requester: r / Phone No,: vp2„ 7013 .Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ; 4 r*— " �.. r ' r r) ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection; tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. N PE 10 NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project: jl _ )'"'� l'�1 J is() -0 Type of Inspectio /3-,P-' n0 / r ii)a. y'! M0%4 0E Date Called: G cf,- -a0,c. I/ ' Gies? c.1g-r7 y��'f' 1�.e�t"itt't Special Ins ructions: � Z% a : 2(20 �J �.. Date Wanted: - 3 - 2 m. p.m. Requester: t i SO Phone No.: c4 9. % )T Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ,//� / r!'' •.' /OA 't 'S alt-'( — moo, / - Ge r X04 ..- Ar / ..1 ., ' G cf,- -a0,c. I/ ' Gies? c.1g-r7 y��'f' 1�.e�t"itt't = ,I% 71 /' ,4i7',,' 5491 r75 (f # e��.�, / D (s' 7`� ��_,A .14-7y .14-7y 7y p, /4 Gve 4 /fau./ 1 25 l S u ..-2.0.46.,,,,,4 v./ 4 . L ®% o ("e e,, ' Inspector: —rc h �rww or, GQ.f5 �! Date: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. 'bate: eceipt No.. City of Tukwila Fire Department Project Name Address _/6 &O ) 1� John W. Rants, Mayor TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Thomas P. Keefe, Fire Chief Permit No. (0 9 3 keitAtet c / Retain current inspection schedule Needs shift inspection Suite # 14 Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: ),3 » Authorized Signature FINALAPP.FRM F4 is ~ /5SW Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575 -4439 City of Tukwila 6200 Southcenter Boulevard • Tukwila, Washington 98188 John W. Rants, Mayor Plan Check #91 -482: Ellison, Raymond & Lillian 16807 53 Av S THE FOLLOWING COMMENTS APPLY TO AND BECOME POUF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER • 1. No changes will be made to the plans unless approved by the. Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (277- 7272). 4. All mechanical work shall be under separate permit through the City of Tukwila. 5. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 9. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. Phone: (206) 433.1800 • City Hall Fax (206) 433.1833 • Ellison, Raymond & Lillian Page 2 10. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1991 Edition), and Washington State Regulations for Barrier Free Facility (1989 Edition). 11. General contractor shall certify location of building foundation prior to calling for footing and foundation inspection. 12. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 13. All wood to remain in placed concrete shall be treated wood. 14. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 4r treetAbenliaaLwa BUILDING DIVISION NOTES 1. A MINIMUM 1 -3/8" SOLID WOOD DOOR WITH SELF CLOSER IS REQUIRED AT OPENING BETWEEN GARAGE AND DWELLING AREA. 2. PROTECTION AS REQUIRED FOR ONE -HOUR FIRE RESISTIVE CONSTRUCTION IS REQUIRED ON THE GARAGE SIDE, FOR FLOORS AND WALLS WHICH SERVE TO SEPARATE THE GARAGE FROM THE DWELLING AREA. IN ADDITION, ANY STRUCTURAL MEMBERS (POSTS OR BEAMS) WHICH SUPPORT THE FLOOR BETWEEN GARAGE AND DWELLING, MUST BE PROTECTED IN A SIMILAR MANNER. i.e. 5/8" TYPE "x" GYPSUM WALLBOARD ON THE GARAGE SIDE. 3. "0" CLEARANCE FIREPLACE: PROVIDE OUTSIDE SOURCE FOR COMBUSTION AIR. MINIMUM 6 SQ.IN. DUCT WITH READILY OPERABLE DAMPER. FIREPLACE UNIT AND PIPING SHALL BE LISTED, AND INSTALLED IN ACCORDANCE WITH THIS LISTING. A COPY OF THESE INSTRUCTIONS SHALL BE MAINTAINED AVAILABLE ON SITE FOR USE BY THE BUILDING INSPECTOR. 4. SOURCE SPECIFIC EXHAUST FANS SHALL PROVIDE THE FOLLOWING PERFORMANCE: KITCHEN EXHAUST FAN, 100 CFM, BATH FANS, LAUNDRY ROOM FAN, AND WATER CLOSET COMPARTMENT FANS, 50 CFM. V.I.A.Q.C. TABLE 3 -1 MANUFACTURERS SPECIFICATIONS SHALL BE AVAILABLE FOR INSPECTORS. 5. WHOLE HOUSE FAN MUST PROVIDE A MINIMUM PERFORMANCE OF 80 CFM. V.I.A.Q.C. TABLE 3 -2 (THREE BEDROOMS) MANUFACTURERS SPECIFICATIONS SHALL BE AVAILABLE FOR INSPECTORS. 6. ALL WINDOWS SHALL BE PROVIDED WITH DOUBLE GLAZED INSULATING GLASS. WINDOWS SHALL PROVIDE A U -VALUE OF 0.54 OR BETTER. U -VALUE OF WINDOW UNITS MUST BE STATED BY MANUFACTURER AND THIS INFORMATION MUST BE MADE AVAILABLE TO INSPECTORS FOR VARIFICATION. 7. PROVIDE SOURCE SPECIFIC EXHAUST FAN AT WATER CLOSET COMPARTMENT. ( MIN. 50 CFM) 8. ENERGY CODE COMPLIANCE HAS BEEN ACHIEVED BY THE COMPONENT PERFORMANCE APPROACH VIA THE WATTSUN 5.1 PROGRAM. INSTALLED THERMAL INSULATION, WINDOW PERFORMANCE RATING, AND HEATING SYSTEM SIZE AND FURNACE MODEL MUST BE FOLLOWED. SEE ATTACHED PROGRAM PRINT OUT. CITY OF TUKWILA APPROVED FE t 1992 /011D 4( 44ii ��n 9!.II!. 9 IVISION 1 CITY OF TUKWILA r.AsqMUb4B- Fe7CLISO N( BUILDING DIVISION 't eSNIDEFd�- - .4tJ . 0 tViA) ; 91- 11-0Z- THE FOLLOWING CHECKLIST OUTLINES THE ORDINANCE REQUIREMENTS OF GROUP R, DIVISION 3 OCCUPANCIES. REQUIREMENTS THAT DO NOT APPLY TO THE PARTICULAR APPLICATION ARE NOTED N /A, OR A NOTATION IS MADE BELOW. SITE PLAN 1. Proposed dwelling has access to a public way or yard on not less than one side. 2. ✓ Property line setbacks are equal to or greater than 3 feet at all sides of dwelling. (If < 3 feet, check for appropriate protection of exterior wall and openings.) 3. ✓ Roof overhangs are shown on building footprint, and eave projection does not exceed one -third the distance to the property line.2 4. ✓ Eaves over required windows (i.e. bedroom emergency egress windows) are not less than 30 inches from the side and rear property lines. 5. Yard requirements of U.B.C. Sec. 1206 (b) are appli able and are indicated. 6. ✓ Verify that property line setbacks are in compliance with Title 18, and no SAO issues are applicable to this site. (Stop plan review until these issues are solved with the planning meat grinder.) MM 4th 4 81 O k • Au, t,ids a tdcew � } yvvi / will e cj vnrH114•+u FOUNDATION PLAN 1. V Foundation meets requirements of Table 29 -A, U.B.C. Minimum reinforcing is proposed in accordance with Building Divisions handout or, exceeds these requirements. 2. ►/ Foundation ventilation has been located on plan and meets requirements of U.B.C. Sec. 2516 (c) 6. 3. V Crawl space access (min. 18 "x24" opening) is located on plan & meets requirements of U.B.C. Sec. 2516(c)2 4. First floor framing has been shown heree and all floor beams, support posts, floor joists, direction of span, limits of members, and grade and species of members are indicated. 5. Masonry chimney foundation is noted as 12" thick and ex ends 6" beyond the fireplace wall. 2 FLOOR PLAN (S) 1. ✓ All rooms are labeled. 2. V All window sizes are noted, and meet the light and ventilation standards prescribed in U.B.C. Sec. 1205. 3. Bedroom windows and basements have an operable window or door approved for emergency escape or rescue, per U.B.C. Sec. 1204 (Net clear openable area = 5.7 s.f., min net clear opening height = 24 ", min net clear opening width = 20 ", and finished sill height not to exceed 44 ". 4. ✓ Smoke detector(s) are located on ceiling or wall at a point centrally located in the corridor or area giving access to each separate sleeping area. Smoke detectors are located at each story and basement in accordance with U.B.0 Sec 1210. 5. V Proposed method of heating dwelling is noted on plans. Method is reasonable for compliance with U.B.C. Sec 1212. 6. V Rooms meet minimum dimension requirements. A kitchen facility is provided with a kitchen sink, and bathroom facilities are provided in accordance with U.B.C. Sec. 1205. 7. 1/ Floor framing has been shown on floor plans or separate floor framing plans are provided. Size, direction of span, limits of members, grade, species of wood for all framing membeers are indicated on plans. ROOF PLAN 1. All Koof framing is shown including trusses, rafters and headers. Grade and species of wood is indicated on plan. 2. / Method of providing for roof ventilation is noted or detailed on this plan sheet. Proposal complies with U.B.C. Sec. 3205 (c). 3. ( Vj A 22" x 30" minimum attic access opening is provi ed for all attic areas with vertical clear height of not less than 30 inches. 0011E7mo i4; BUILDING ELEVATIONS 3 c � 1. All sides of building have been shown in elevation, and approximate finish grades have been established. 2. t/ Chimney height above roof is greater than or equal to 2 feet above any portion of the roof surface within 10 feet of the chimney flue. CONSTRUCTION DETAILS 1. I/ Building cross section or wall sections have been provided with all materials noted and proposed construction is not contrary to building code or energy code requirements. 2. Attached garages: A fire rated occupancy separation has bveen provided between the dwelling area and the garage as prescribed in U.B.C. Sec. 503 (d) exception 3 Notes on floor plan describe this requirement. In addition, where the occupancy separation is horiqontal, structural members supporting the separation have been protected by equivalent fire - resistive construction. 3. V The proposed structure meets the lateral gracing requirements as prescribed in the "conventional construction provisions" of U.B.C. Sec. 2517. 4. f Structural calculations and details developed and certified by a licensed professional engineer or architect have been submitted and provide for the lateral bracing requirements of seismic zone 3. 5. All beams and headers are adequate for the gravi y loads and spans proposed. "Key Beam" calcs. are attached. 6. V Structural calculations developed and certified by a licensed professional engineer or architect have been submitted to qualify all beams and gravity load supporting members. 7. Masonry chimneys: A copy of U.B.C. Sec. 3704 (c) has been attached to plans and reference to these requirements has been "Red Lined" on plan in proximity of the maso y fire place location. 8. Plans are noted with the provide requirement to rovide q truss shop drawings and calculations sealed by a Washington State licensed structural engineer. 9. V Foundation sill plate Anchor bolts are noted or detailed in accordance with U.B.C. Sec 2907 (f). 4 10 Decks with exposed wood structural members have been designated as treated wood or wood of natural resistance to decay, such as heartwood of bald cypress, black locust, black walnut, cedars and redwood. GENERAL 1. Note on plans call for outside combustion air duct for fireplace with a minimum duct size of 6 sq.inches, and a readily operable damper. 2. ■ .; Appropriate checklist for Washington State Energy Code h ;s been completed , and plans show proposed compliance. 3. Washington State Ventilation and indoor air quality code issues are addressed on plans and show compliance. CHECKLIST PREPARED BY: DATE: gClif72-- D.O.D. - BUILDING DIVISION PLAN REVIEW NO. 91-482 PROJECT: RAYMOND ELLISON RESIDENCE DATE: November 22, 1991 OCCUPANCY GROUP: R -3, SINGLE FAMILY RESIDENCE, W/ M -1 GARAGE TYPE OF CONSTRUCTION: V -N, CONVENTIONAL WOOD FRAME CONSTRUCTION LOCATION ON PROPERTY: SET BACKS AT ALL PROPERTY LINE EXPOSURES ARE O.K. FOR THE PROPOSED F.R. OF EXT. WALLS AND OPENING REQMTS. BUILDING HEIGHT: ONE STORY OVER BSMT GARAGE AND SHOP. FLOOR AREA: MAIN FLOOR DWELLING 2312 SF BASMT. SHOP AREA 490 SF GARAGE 560 SF R.V. PARKING 420 SF GROSS AREA OF BLDG 3782 SF OCCUPANT LOAD: 12 EXITING REQUIREMENTS: O.K. BEDROOM EGRESS O.K. DETAILED REQUIREMENTS OCCUPANCY -" NEED — NOTE —TO —PLANS REGARDING-OCCUPANCY " SEPARATION BETWEEN M -1 AND R -3. WILL NOTE. TYPE OF CONSTRUCTION: O.K. FOR TYPE V -N CHAPTER 23, U.B.C. ONE STORY FRAME BLDG. SHEATHED AT WALLS WITH 7/16" WAFFERBD. THROUGH OUT. ROOF SHEATHED ENTIRELY WITH 1/2" PLYWOOD SHEATHING. BY INSPECTION BRACING CAN BE ACCOMPLISHED IN ACCORDANCE WITH THE CONVENTIONAL CONSTRUCTION REQUIREMENTS OF U.B.C. CHAPTER 25. PLANS SEALED BY R.A. W.S.E.C. COMPLIANCE VIA COMPONENT PERFORMANCE APPROACH, WATTSUN PROGRAM READ -OUT SUBMITTED. WINDOWS TO BE VINYL INSULATED WITH U =0.57 WILL NOTE TO PLANS. CHAPTER 51 -10, W.A.C. N/A NOTES: V.I.A.• OlE REQMTS. SUBMITTED O.K. NOTE TO PLAN PREPARED BY et BUILDING PERMIT INSPECTION RECORD (Post with Building Permit In conspicuous place) CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 SITE ADDRESS: 16807 53 Av S BUILDING �a� � PERMIT NO. DATE ISSUED: SUITE NO.: PROJECT: Ellison, Raymond & Lillian CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE "X" REQUIRED INSPECTIONS PHONE PROVED APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED X 1 Footings 431 -3670 g 2 Foundation 431 -3670 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 X 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 7 Framing 431 -3670 X 8 Insulation 431 -3670 9 Suspended Ceiling 431 -3670 R 10 Wall Board Fastening 431 -3670 11 12 13 X 14 FIRE FINAL Insp: 575 -4407 X 15 PLANNING FINAL 431 -3670 X 16 PUBLIC WORKS FINAL 431 -3670 X 17 BUILDING FINAL 431 -3670 (INSPECTOR COMMENT SECTION ON R INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 277 -7272 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. O,i„W F \N REVIEW COMMENTS Pian Check No.: q i - 4P,'l Project: REQUIRED INSPECTIONS 0 No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 0 Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all 0 gas piping (296- 4722). Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be inspected by that agency (277 - 7272). 0 All mechanical work shall be under separate permit through the City of Tukwila. 0 All permits, inspection records, and approved plans shall be posted at the Job site prior to the start of any construction. 6.� When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division In a timely manner. Reports shall contain address, project name and permit number of the project being Inspected. 0 All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high- strength bolting to be special inspected (Sec, 306, UBC). 10. Any new ceiling grid and light fixture installation Is required to meet lateral bracing requirements for Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required, Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). 17. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing, Arrangements for final Health Department Inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it Is tho contractors responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 20. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure Is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43.8, shall be special Inspected. 0 All wood to remain In placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. 24. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 25. A Certificate of Occupancy will be required for this permit. 1. Footings 40 2. Foundation 3. Slab /Slab Insulation 4. Shear Wail Nailing 44 5. Root Sheathing Nailing 6. Masonry Chimney i 7. Framing 8. Insulation 9. Suspended Ceiling 10. Wall Board Fastening 11. 12. 13. ` 14. Fire Final 15. Planning Final 41 16. Public Works Final 17, Building Final 0 No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 0 Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all 0 gas piping (296- 4722). Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be inspected by that agency (277 - 7272). 0 All mechanical work shall be under separate permit through the City of Tukwila. 0 All permits, inspection records, and approved plans shall be posted at the Job site prior to the start of any construction. 6.� When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division In a timely manner. Reports shall contain address, project name and permit number of the project being Inspected. 0 All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high- strength bolting to be special inspected (Sec, 306, UBC). 10. Any new ceiling grid and light fixture installation Is required to meet lateral bracing requirements for Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required, Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). 17. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing, Arrangements for final Health Department Inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it Is tho contractors responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 20. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure Is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43.8, shall be special Inspected. 0 All wood to remain In placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. 24. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 25. A Certificate of Occupancy will be required for this permit. -p 1.70--g E Cr -ro p 6-4Z 4\ y '01,410* IOC *410 at g •is' 4 4 - —1 — IL- I . .71 I- 14 ri I I • 954 r - , - - 1 0 _ • , 1 .... . ../.. - fp, --- , --.. ---.. ± ‘ . Ittesprt‘i •:," \ ''''■ k \ 1 ■ \ \ \) 0 \ .sew —$4 •1 lb 53rd AVENUE SOUTH PLOT PLAN SCALE:: 1" = 20' OWNER: MR, Sc MRS. RAY ELLISON CITY OF TUKWILA ApPROVED .1=EB 1992 BUILDIN ISION LEGAL DESCRIPTION: RECEIVED. LOT 1 AS DELINEATED ON CITY OF TUKWILA * CITY OF TUKWILA SHORT PLAT #85-03—SS, KING COUNTY NOV 2 1 RECORDING #8504040810 PERMIT CENTER RECEIVED CITY OFTUKWILA NOV 2 1 1991 PERMIT CENTER waI Tit .S' /7, �'`�` s z- cs cr 0 4,-/1.7] )r.). vs 1 12 DS60 2 0 • / 2. 25 60 /687H .VO 7 ST "E. 16 f!.5 MATT MIKAMI 164 Ac, T L. 68 Mil KO & YAEKO MIKAMI '4) '..... 1 \ ,... \J .. ...... .1 4, ' ••••:' 4 , • : . IF 9 . ' C) ..... . . , .... ... An .... ': : . • :, . . .. • (4,1 :. ::. \ :I..... CF ' .....::: 1 ::::: 1 ....:,... \ ‘0\ r■c& qA1 :%::: J\ . ....:: •:..* 'r: t'-: '' T. 4' i > • ..... it k ;;•:.. i-- ..:::: i• -1- : ' ::: %_. .... Az( • '' ......: ..:::: •, .... 2.69 Ac. 7; .70 1.36 Ac, 7. ('t/No) T 1.11 KIYOTO MIKAMI 1(170:1— ; — riazia.J I 1 0 3.11Ac. T. L,71 • • 0 TAKUMI MIKAMI t-MCV.:1\.1f..0 6?507 el 0, or TiwgqIi:P, (2) NOV 2 1 62165 pEr.viAll CENTER ( I ) i!* 143. Z rn , xnu r i- n- rn rn -1 n z rn 715 111111111,111 11 rn-D *0 -tad 0 0 z cn P/1.1100.54' 1 • A03 • • 3.00 0 • -10 -17 17; 0 171 0 0 r n r 0, / • • '71 Z "O -n• • * 0 I -0 P:0 M ; 0 , rTvx 0 CJ o M .5 o Z 0 o r n r A Nr- b -u P/L 10 11, "rs) • •1 1 A 110 4 1' 1 I . I I 'N.; I 0 1 a 1, 1 IA: " I # 1,1 1 0 4 0 6 *- 0 1 • • • woo.° ; \ • 1`1 V NC 4 -11 .114% EX. S SAN. SWR, g, in m20' 71 '4 0 : cit4 „„ • ° f. w or; n10E:II/AOC , • I:> 1168th St. (Tukwila Trail) APPROVED PER PUBLIC WORKS cr:-.7-TEP ^r. ! ;S• • 12 . 3 /61.75 4 /61. 6p fib 608 /S2, 25 60 I- I68,-/ 28 • • • m1 .,,. +.,.ri; "rj .!':•,!".4'0.7,',; • • 12 • • • 16 813 MATT MIKAMI 7 i.64Ac. T• 1.60 AKIKO 8. IIAMKO MIKAMI 1,36 AC, r(,11(w,t) 11001 1101 0 L7 1147 • teJ 1 2.69 Ac, r :L,70 KIYOTO MIKAMI TAKUMI MIKAMI 3.7lAc, 7 .� 1-i =.t3 1.71 ) �1 ,; I�a'1i'vi1.�+ cs508"1TY f .: gOV 2 %':si 6tt651'L-RIVItI CENTER f - City ofTukwila �.Y 6200 Southcenter Boulevard • Tukwila, Washington 98188 John W. Rants, Mayor February 5, 1992 Ray Ellison 16424 53rd Place South Tukwila, WA 98188 SUBJECT: Raymond and Lillian Ellison Residence, 168xx 53rd Ave. S. Utility Permit Application (91.482) Dear Mr. Ellison: The Public Works Department has reviewed and hereby approves the site plan for the subject development with changes as noted on the enclosed plan. Please contact Denise Millard, Permit Coordinator, at 431 -3672 to have the following permits prepared for pickup: 1. Curb Cut /Access /Sidewalk Permit (Permit Fee = $25.00) This permit provides for your access onto 53rd Avenue South. 2. Land Altering Permit (Permit Fee = $118.50) This fee was calculated using 755 cubic yards as the total measure of land altering activity. This includes 607 cubic yards of cut and 148 cubic yards of fill. The fee breaks down as follows: Grading Permit Fee = $ 96.00 Plan Review Fee = 22.50 Total $118.50 3. Hauling Permit (Permit Fee = $25.00) The following documents shall be provided prior to any hauling activity: A. A copy of the Certificate of Insurance coverage (minimum of $1,000,000) naming the City of Tukwila as insured. Phone: (206) 433.1800 • City Hall Fax (206) 433.1833 B. A $2,000 bond made out to the City for possible property damages caused by activities. C. A map which shows the haul route. I could not locate the copy of the certificate of water availability from the Highline Water District which you submitted. No fire hydrants or sprinkler system were indicated on the plan. Please coordinate this facet of your project with the City Fire Department. Also, the water meter should be located at the property line. Any new rockery wall along 53rd Avenue South should not encroach on public right -of -way. You are also referred to the City Building and Planning Divisions for other requirements which may affect the commencement of this work. The above permits are being issued in accordance with the work shown on the enclosed approved plan. Any deviations from this plan should be submitted for additional review and approval prior to construction. If you have any questions or need clarification on any issue, please call me at 433 - 0179. Sincerely, • r John A. Pier*. A. Pier •, P.E. Associate En. neer Public Works Department xc: City Utilities Inspector (w /copy of approved plan) Permit Coordinator Development File: Ellison Single Family Read File Enclosure a/s JP /amc:10:ray WATTSUN 5,1 1991 WA STATE ENERGY CODE COMPLIANCE REPORT FILE: A: \ELLISON2.WS 10/26/91 HOUSE ID: ELLISON RESIDENCE Site: 53rd Avenue South : TUKWILA, WA 98188 Homeowner: MR. & MRS. RAY ELLISON Hail: 16424 - 53rd Place S. Builder: OWNER Address: 16424 - 53rd Place S. Analyst: Jurisdiction: Utility: E. J. O'Brien CITY OF TUKWILA WASH NATURAL GAS Floor Area: 2313 ft2 Weather Data: Seattle, WA Climate Zone: 1 Thy: PROPOSED design *COI.IPLIES* with 1991 WA State Energy Code. CC'MPONEIIT PERFORMANCE EIIERGY BUDGET REFERENCE 521 10.01 REFERENCE DESIGN Component PROPOSED 495 Btu /hr -F 9.09 kWh/ft2-yr Reference Value X Area = UA Floor • Glazing @15% Doors AG Wall Ceiling Infiltration PROPOSED DESIGN Component U-0.041 U -0.650 U-0.400 U -0.062 U- -0.036 2313 94.8 347..0 225.5 21.0 8.4 1757 108.9 2313 83.3 Reference UA 521 COMPONENTS Description Floor Glazing @16% Doors AG Wall Ceiling Infiltration Struc Hass Value X Area = UA R19 vented Joist 16oc 2G1 Vinyl 1/2" 2G1 Wood 1/2" Wood 1 -3/4" solid panel R19 STD T1 -11 R30 blown Attic STD baffled Standard Air Sealing Light Frame, Sheetrock walls U -0.041 U -0.540 U -0.540 U -0.390 U -0.065 U -0.036 ACH -0.350 2313 94.8 242.0 130.7 120.0 64.8 21.0 8.2 1742 113.2 2313 83.3 19690ft3 (126.1) 495 Proposed UA M -3.000 2313 6939.0 Items in parentheses not included in COMPONENT PERFORMANCE totals. _ -- Page 1 WATTSUN 5.1 1991 A STATE ENERGY CODE COMPLILE REPORT 10/26/91 FILE: A:\ELLISON2.WS HOUSE ID: ELLISON RESIDENCE HEATING/COOLING/VENTILATING SYSTEMS Heating System Type: Make: Model: System Efficiency: Modified Efficiency: Heating Load(at 44F dt): System Size: Maximum Size @150%: Average Annual Heat: Annual Cost: Ventilation Type: Option: Cooling Load(at 4F dt): Recommended ,Size @12596: Solar Access: PROPOSED Gas Furnace Tempstar 8096+ NDGE075/ PROPOSED DUCT SYSTEM SUPPLY RETURN Location • 80 96 63 P6 32244 32244 48366 Btu/hr Btu/hr Btu/hr 104 MBtu 583 Non-Heat Recovery Option 4 36015 Btu/hr 4.2 tons Partially Shaded Avg Rvalue Surface Area Vented crawlspace Vented crawlspace R- 8.0 R- 8.0 • 462.6 ft2 92.5 ft2 GLAZING ORIENTATION South: Southeast: East: Northeast: PROPOSED 62.0 ft2 0.0 245.0 0.0 North: Northwest: West: Southwest: PROPOSED 0.0 ft2 0.0 55.0 0.0 Economic and energy consumption estimates are designed for comparative purposes only. Actual cost for heating will vary depending on weather conditions, occupant lifestyle and other •actors. Page 2 �_ e�"�P}..,.•`,:n.y4: ?w2 3n•_2 €�i'A,:.PT U'•j, av:ehxk:'• Fphl�J £:•£t:�" City ■ tT Tukwila a Instructions: 1) Carefully review the requirements of each of the options below. Choose an option that best suits your dwelling design. Glazing percentage typically determines which option to choose. Your building must match the selected Option requirements without exceptions or substitutions. 2) In the shaded areas on the pages that follow, make checks in the circles next to the requirements of your Option (the Option numbers are in paretheses next to the choices). Disregard components or equipment that don't apply to your project. Your permit will be processed more efficiently if you provide all of the requested information. Department staff can help you with general questions about this form. Can't comply? If none of the Chapter 6 Options are acceptable, consider the Chapter 5, Component Performance, Approach. The main advantage is flexibility to juggle individua I R and U- values as long as a n overall maximum value isn't exceeded. Note that the overall thermal require ments of Chapter 5 are no less stringent than Chapter 6. Calculations may be performed with a Chapter 5, Component Performance Worksheet, or by using an acceptable computer program such as WATTSUN 5.1. fir.. .. M............. .f..... Plan Review (For official use only) Selected Option is appropriate for this dwelling design. YES 0 No Option may be a better choice. Notes: Approved by: Date: Page 1 of 6 ti2:jij::jri �!j{::i :4?: n:. ^ }r 4}:i �,v,'j:.:•,%,:£y:L:i:::A�jjj;:: i: T.:Y`:i;•' ;: f :,.•',, °'i ^ }:ij ; ?., } err �s:;.•: <:i£; a . r,,,:`.'•:::: N,; yn�r,.;:iar:• }:rh >• }5:: :£j,:: ...L xS ;3 :k£,; : ::::i::<£<,? }`; :<: » >:> :C< *;'•: v >; OPT ,t ?,•:.: }.... OPT II OPT III OPT IV OPT V id : >'I HVAC AFUE : � Th.:. <• z .78 z 88 .78 } {' Glazing max: { % of floor 10 %;,: ; 12% . 21a° `. 21% U -value 2 ' 0 70 '•: 0.65 0 75.: 0.65 f. Door U -value :::::',".......20.:40,::.:::I: 0.40 :::::.:',:.:0:•40...*::.:....:,:...' 0.40 (R- value) (R 2 5) (R-2.5) • (R 2 5). Ceilings: with attics vaulted R :30.::`: Walls: • R -30 R 30 .;' R -30 R -30 R 30 : R -30 • OPT VI OPT VII < (s 2 stales) (s 2 stories) 0 0 74• z.78 25% 060 >:: 0.50 0 40 0.40 x.78 045; 040. (R-2.5) :R 30 • R -38 : R 30 R -30 above grade ,..!:.4::,F11.:71:5:1:::::: R -15 R-19 , : R -19 R-19 R -19 R 19 below grade -'< interior R 15 R -15 R- 19 R -19 R 19 R -19 :: o r R 19 exterior R 10 ': R -10 R 10 R -10 ::::::::.R;.10..:::::::,....,..::: R -10 R 10 �` >< ': Fioor R 19 ?< R19 R 19 R -19 R19 R -25 R 25 < . < ": IS lab on grade `;R 10 R -10 `: R 10 R -10 .R 10 R -10 'R 10 : . II Footnote: 1) The"" symbol moans more than or equal to; "s" means Tess than or equal to. 2) Glazing trade -oils may be mado If the Option U -value requirement isn't exceeded. WEES/NORA D/A PR 8, 1991 COMPLIANCE REQUIRED ••••;•••••,•:,:•:•,,,V;;;,/,' INSPECTION APPROVED IMPORTANT: Supply information In the shaded area by checking the Er' appropriate circles. Disregard toplcs that don't describe your building or equipment. linplace checks in the two left columns. :,. . • ......... • ... WSEC Foundation phase requirements: Inspected by: Date :^s•',"4.V4 Jft 0 Insulation battles shall be placed in attics/ceilings to maintain at least 1" ventilation space and extend at least 6" vertically above batts or 12" vertically above loosetill insulation (S. 502.1.4.5). JGIazing ............ • • • • • • • • red under the SeleCteq:IPPtiOn ............................................... • .,..•,••••:•••..: ;••••• .,• • ••:,: • • .... . , ..••• • • • • • • Symbols used: = equals > greater than < less than z greater than or equal .................. • s less than or equal UPDATED APRIL 8, 1991 Page 2 of 6 COMPLIANCE REQUIRED CI CI CI E:1 CI p)tapaeltp� �: >: °.:;'� >:n:YY. ^� ^it�:i: %Y •.: � }Jn.iS•��Yrrn:Y •x.<:: Y?�;�.v;'. INSPECTION IMPORTANT: Please supply Information In the shaded boxes and check the APPROVED appropriate circles. Disregard topics that don't describe your building or equipment. DO NOT place checks In the two left columns. 'Xoetvii' :. ' +xtixhvis�` •. >, i.8 l' a::- %¢...Yv X2f "i.. . Ga l•. :;S:Y.�,,;?w',?.fr''�� }fy;. <.�.n. #.,. ��,.:i�i.,3.•.<26£%i3,:. a?:F�%.2.kla?. +..: fry,;•. ,F ! >�:,,: CI EI Glazing /skylights by type (S. 302) See the Washington glazing directory No. Manufacturer Frame material # Layers Model # Area (Ft2) Uo value Tested? U. Yes 0 U Yes 0 U Yes 0 U Yes 0 U Yes 0 U Yes 0 U. Yes 0 U Yes 0 U U Single Glazing (No more than 1% of floor area before doubling, S. 602.7.2) U. Yes 0 Type: No: Area: X 2 U Yes 0 Type: No: Area X 2 U Yes 0 Untested Glazing (Use only default u•valuos in chapter 10, S.502.1.5.1 (4)) TOTAL GLAZING AREA (Add entire column) Q,r.:a.(•:ea,( ercert.a otal'glazinga r, (016106. Docui nentatiorh..insu:ftici'ent, U values:shall, ustified;. estin ❑ 1s Glazing air leakage(S. 502.4.2 (c)) measures shall be met as follows : ❑ fixed site built: stops with sealant. ❑ operating site built: weatherstripped with closer ❑ i4 Concealed insulation shall be placed: ❑behind shower /tub ❑ behind partition studs /corner ❑ C3 Standard air leakage (S. 502.4.3) caulking is complete and installed in the following locations : ❑ between Sole plate /subfloors ❑partition stud penetrations ❑wiring /plumbing /duct register penetrations ❑ light fixture/ flue penetrations 3 of 6 ❑ rim joists /mud sills (heated lower floors) ❑ around window and door frames Page COMPLIANCE REQUIRED INSPECTION APPROVED/ IMPORTANT: Supply Information and check appropriate circles In the shaded boxes. Disregard topics that don't describe your building or equipment. DID NOT place checks In the two left columns. _ . .1410,114 Exhaust ventilation shall be provided for each dwelling unit as follows (S.302): Location Minimum at .25 w.g Mfr./model Fan label CFM(.1W.G.) Kitchen fan 100 CFM Tkee'rhadoe- Aar.10 v A.A4 r)Ado; 41.4 qo 5,3 NA!? Mit to A.* iiitdr, ci / 7 tV(.4 rriA-, ca. Mod C- ast -ca. S7-1 0 F-714 7) CAT-114____ 70 CEN_L__. .5-0 C P- A4 Bathroom fan(mActio) 50 CFM 50 CFM 50 CFM Bathroom fan( ) Bathroom fan( ) Laundry fan 50 CFM "Aldrr "Ct.; 2.. .5-0 c F 44 0 50 CFM (1-2 bedrms) Whole house fan* 080 (choose one) 0 CFM (3 bedrms) iwitcro-cjeolv667- 2.... //0 CF' 100 CFM (4 bedrms) house nole • , , , , , • • .. .. • • • : . • .. . .., ............................................ .. ........................... ................. ....... . QWhoie house lan wiring ..... 0 Whole house lan shall run contlnuously: Kitchen rate 25CF whole house lan 11 yes, a 6" outside air .f res t,duC. •• • • ••• building ACH, shall run 1 • • (O.! the me furnace ..•%. ED Mechanical ventilation fan ducts shall be 4" and properly sized using IAQC,Table 3-3. Fresh alr shall be provided CWDROITQW.SHIRTuniCas follows Each • bedroom ...:ciestec4:sotaaned;i.obiltrollable, ithi-etigh4a Overall living :.0iea:060::,■/011:pO0:66.:ajOacified for bedroon CentraLfOreetialr;:furilibeVtiiehi:delikier'otitida,inia ..... ecessed Ilghtlng (ire 1.0010.10:!. 0 10 rated, with no slots or holes in cans, caulked or sealed between can and ceilin :16:.1;4ted fabfa.OartifSifng ,ati:'ASTNCE263te.4actaitleaKage • • • • . . • ... CFM . fL Any UL Iisted tixture enclosed by a 1/2" gypboard box or other rnanufactured box clearance • • WSEC Framing phase requirements: Inspected by CITY 0!,, Date 'NOV 2 1 't;i:j I PLRVItF cEat Page 4 of 6 Agt, .v.Satr Wx4e %,x. m•SkAs*.$, VED IMPORTANT: Please supply Information In the shaded boxes and check the approprlate circles. Disregard topics that don't describe your building or equipment. DO NOT place checks In the two lett columns. , ()Exterior slab insulation, If not located on the Interior, shall be R-10 (Table 5-1, 6-1). EInterlor below-grade wall Insulation, only if none on the exterior, shall be R-10 (S. 502.1.4.10) W.01)0;")."..001.0.0.0:11.k:'i010. ress Vaulted .. ceIIIngS ii::•P • 41 OP (Tabio 6-2) •• • • f. JP. USkylight wail Insulation is installed and equivalent to the required wall R-values above. (-WSEC Insulation phase requirements: Inspected by: • may %.e)CPP:..„..: •?. O.. DHL Date R25 (Options VL „ • • • • •••' .••• ”, " ' •••••"•• ' . . ........ ..„. ...„...... „.. Door systems stiatt meet: 0 U.40 (AH options) Page 5 of 6 COMPLIANCE REQUIRED �{w$rrx•.•... r`�k.'•t. Sc �y�c. .,•2R.R�+�o:�.,�:3' �i INSPECTION APPROVED r $�.i��,••:r �,.�:.r� zr<- .. >,� :x- ,tom{ �a � - ,.• z <.,...ttf.,.].4. ���, '" `�Z3'� SJ!}'YO. • %rf 4 •Y.CS�$�,k� f`•:>r . } f f.; �j k4�•'+Yy Z-4S. n } }' • r. �.....3:.. }....0 'A4b' .xoh vB r' i?E% IMPORTANT: DO NOT place checks in the two left columns. y,;C...r;wg: /t ':jf�yt'i,:tE,":sy:'i,�'ry,. �:} :'!,'•��:;:��.}:s`1`r':':w3; ?z' ;,:r,:.:�Y!i.:+.9 <i': i::�Y�W ti. S::;•.>. <F:mitF, ✓G>.:- ?��}1::Y!!•,' {$:4 .if:F:: %:'•TrJ' ❑ Q Exposed foam insulation shall comply as follows (S. 502.1.4.7): ❑ Protected with metal or plastic flashing, or other suitable material that extends below grade. ❑ Insulation is approved for sub - grade, exterior use and properly installed. ❑ QAlrflow between fresh air ports and the whole -house fan ensured by undercut doors or grills (S. 302.6.4) ❑ uLoosefill insulation OK if (S.502.1.4.5): ❑maximum ceiling slope not > 3 in 12 ❑ .30" of clear distance from top of bottom chord to underside of roof sheathing at the roof ridge. ❑ ®6 mil black polyethylene ground cover, lapped 12" at joints and to foundation wall ❑ EClearances shall meet listed minimums between insulation and (S.502.1.4.2): ❑ chimney ❑ Non -IC rated recessed lights: 1/2" to combustables, 3" to insulation. ❑ Attic hatch shall be insulated to required ceiling R -value and is weatherstripped (S.502.1.4.4) ❑% Attic access shall have wood dam or equivalent to retain loose fill insulation in attic(S. 502.1,4) ❑ ; All exterior doors (except 20 minute doors) shall be weatherstripped (S. 502.4.4). ❑ 9 Service hot & cold water piping shall be insulated to R -3(S. 503.11) ❑ ©0 Service recirculation hot water piping shall be insulated to Table 5 -12 ❑ QHeat pump thermostat shall have progamable capability (S. 503.8.3,5) ❑ 5z Thermostat provided fo'r'each HVAC system with range of 55 -75' F.(heating) (S.503.8.1). ❑ ED Readily accessible, automatic or Manual means provided to restrict or shut -off Heating input to each zone or floor during periods not requiring heat (S. 503.8.3.1). ❑ j Controls for backup heat prohibit similtaneous operation of the primary system (S. 503.2.2(2)). ❑ �, Mechanical ventilation system shall have timer, dehumidistat, or switch (S. 302.3.1). ❑ Mechanical ventilation ducts shall have insulation Z R -4 in unconditioned spaces (S. 302.5) ❑ ,� Mechanical supply ducts in conditioned spaces shall have a R -4 insulation (S. 302.5) O Supply ducts shall have volume dampers, or the equivalent, to balance system (S. 503.6). ❑ Supply and return air ducts shall have sealed duct joints in unconditioned spaces (S. 503.10.2). ❑ ,� HVAC plenums, supply, and return air ducts shall have R -8 insulation (Table 5 -11, All options) ❑ 31Electric water heater(s) shall have (S. 504.3) : ❑ separate power, or gas shut -off ❑ 1987 NAECA Lable on tank ❑ noncompresslble R10 pad (unheated spaces only) ❑ Temperature settings 120 F. ❑ j Showers and lavatories shall limit flow to s 3.0 gallons /minute (S. 504.8.1). ❑ ]Swimming pools(S. 504.5) shall have: ❑ readily accessible ON /OFF switch (pump, heater) ❑ Pool cover ❑ Piping insulated to S. 503.11 ❑ All fireplaces (S. 402.3) shall have: ❑ 6 square inch combustion air supplyduct w/ tight fitting damper, directly connected to the fire box ❑ Tight fitting glass or metal doors. ❑ Solid fuel burning appliances) (S. 402.2) shall have: ❑ Tight fitting glass or metal doors ❑ Outside combustion air source directly connected to the fire box ❑ Exception: Non - direct, 4" diameter, dampered, combustion air source: allowed only for (1) new stove installations in existing homes where obstructionsprecludes direct combustion air, or (2) Central heating systems located in unheated spaces. ❑ Radon monitor shall be supplied to the building (S. 302.2), �WSEC Final phase requirements: Inspected by: Date Page 6 of 6 AMMO. CERTLFICA '�',.�� OF INSURANCE ISSUE DATE (MM /DDIYY) 2_ 2/14/9 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Stanford Insurance „Inc. 200 South 333rd -Suite 150 Federal Way,Wa. 98003 INSURED Walt Henker Dba: Sea Tac Construction 30035 45th Place South Auburn,Wa. 98001 COMPANY A LETTER ra COMPANY B LETTER COMPANY `. LETTER COMPANY D LETTER COMPANY E LETTER COMPANIES AFFORDING COVERAGE CNA COVERAGES THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION, LTR DATE (MMIDD /YY) DATE (MM(DD /YY) LIMITS GENERAL LIABILITY A X COMMERCIAL GENERAL LIABILITY CLAIMS MADE X OCCUR. OWNER'S d CONTRACTOR'S PROT. 3 06804794 GENERAL AGGREGATE s2,000, 5/19/91 5 / 19 / 9 2 PRODUCTS•COMP /OP AGG. S1,000, PERSONAL & ADV. INJURY s1,000, EACH OCCURRENCE S1,000, FIRE DAMAGE (Any one fire) S 50, MED. EXPENSE (Any one person) S 5 AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON•OWNED AUTOS GARAGE LIABILITY COMBINED SINGLE LIMIT BODILY INJURY (Per person) BODILY INJURY (Per accident) S $ $ PROPERTY DAMAGE S EXCESS LIABILITY . UMBRELLA FORM • OTHER THAN UMBRELLA FORM EACH OCCURRENCE AGGREGATE WORKER'S COMPENSATION AND EMPLOYERS' LIABILITY STATUTORY LIMITS EACH ACCIDENT S DISEASE — POLICY LIMIT $ DISEASE —EACH EMPLOYEE $ OTHER • °//61/ 7c337 DESCRIPTION OF OPERATIONS /LOCATIONS /VEHICLES /SPECIAL ITEMS CERTIFICATE HOLDER CANCELLATION Ray Ellison 16807 53rd Ave So. Tukwi1a,Wa. ACORD 25•S (7/90) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL _20 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF Y KIND UPON THE CO JIANY, ITS AGENTS OR REPRESENTATIVES. AUTHORIZ R RESENTATIVE rACORD CORPORATION 1990 C I T Y O F T U K W I L A WATER SYSTEM N0- PROTEST AGREEMENT The proposed development at: 16807 53rd Avenue South, Tukwila, WA 98188 (Raymond and Lillian Ellison) adds to the cumulative need for domestic and fire flow water service. The result of continuing development will be the need to provide water system improvements that provide adequate domestic and fire flow water service. The proposed development property is obligated to participate in funding future system improvements and the owner waives the right to protest water L.I.D. or U.L.I.D. formation. This agreement runs with the property. This agreement shall be binding upon the parties, their respective heirs, legal representatives, assignees, transferees and successors. This agreement runs with the land. This agreement shall be recorded by the City Clerk with the King County Auditor as required by Chapter 35.91 RCW and the cost of said recording will be paid by the City. So that the Owner can remove encumbrances from the property caused by this requirement, the Owner can pay the City the Owner's pro -rata share for projected costs. These costs will be made available to the Owner upon written request to the Director of Public Works. ,/4, -/ G Address City G% State Zip Director of Public Works STATE OF WASHINGTON County of • On this day personally appeared before me , to me known to be the individual describe • in an. w o execu e• e wi in and foregoing instrument, and acknowledged that signed the same as aL. . free and voluntary act and deed, for t e uses and purposes therein mentioned. Date 92_ - 3 --7 2-- Date Given under my hand and official seal this $/ ? day of 19 q„a„ . NOTA'Y PUBLIC TO AND FOR THE STATE OF WASHINGTON, RESIDING AT: This certificate provides ir • the Department of Health and Building & Land Development with information necessary to evaluate development proposals. A, 'bo not write in this box 341S1W% « -23 -4L number EliBuilding Permit ❑ Short Subdivision APPLICANT'S NAME PROPOSED USE v` name ❑ Preliminary Plat or PUD ❑ Rezone or other elasorwrI 0 s;.o7 /4' /y HIGHLINE WATER DIST. LOCATION /6 g-tti e' 53 ' A-0-e Tqk uv LA- / 6g- XX (Attach map & legal description if necessary) # # # # # # # # # # If # WATER PURVEYOR INFORMATION 1. a. Water water will be provided by service connection only to an existing In "O main ?F' 020 feet from the site. size OR b. ❑ Water service will "require an improvement to the water system of: ❑ (1) feet of water main to reach the site; and /or ❑ (2) ,the construction of a distribution system on the site; and /or ❑ (3) other (describe) # 2. a. The water system is in conformance with a County approved water comprehensive plan. OR b. ❑ The water system improvement will require a water comprehensive plan amendment. 3. a. g The proposed project is within the corporate limits of the district, or has been granted Boundary Review Board approval for extension of service outside the district or city, or is within the County approved service area of a private water purveyor. OR b. ❑ Annexation or BRB approval will be necessary to provide service. 4. a. Water is /or will be available at the rate of flow and duration indicated below at LLI no less than 20 psi measured at the nearest fire hydrant .t 3,3sg7 feet from the building/ (pa....as;,laxksd,nan..,th Attgched_ma„s) : g3- 3 /2�iy Rate of Flow Duration gpm) ❑ less than 1 hour 1;11 hour to 2 hours FOR (2 hours or more !Dottier (Commercial Building Permits require flow test or calculation) of providing fire flow. OR b. ❑ less than 500 gpm (approx. ❑ 500 to 999 gpm [D 1000 gpm or m' re ❑ flow test of gpm ❑ calculation of gpm ❑ Water system is not capable COMMENTS/CONDITIONS I hereby certify that the above water purveyor information is true. This certification shall be valid for one year from date of signature. Highline Water District Agency Name Community Relations Coordinator t1 p Tblgn oy�Nu� S _IrllaI :Ilrp lJn t :p • RELEASE AND HOLD HARMLESS AGREEMENT The undersigned understands that existing City of Tukwila ordinances prohibit houses or other structures in certain residential zones unless said structures are within 150 feet of a fire hydrant. The undersigned has applied for a building permit to construct a house or other structure in a residential zone where the nearest fire hydrant is more than 150 feet but less than 250 feet away from the proposed structure. In consideration of the City of Tukwila issuing the building permit, assuming all other requirements are satisfied, the undersigned hereby releases, discharges, indemnifies and holds harmless the'City of Tukwila, and its agents, employees, contractors and others, from any and all claims, costs and liability, including attorneys fees, arising in any manner, directly or indirectly, out of the undersigned's application for a building permit for an improvement at the address below or the subsequent construction and occupancy of any such improvement. This agreement is specifically intended to include, but not be limited to, any claims resulting from fire or other casualty damage that may have been otherwise prevented in whole or in part from the existence of a fire hydrant within 150 feet of the property below. The undersigned further agrees that the City of Tukwila is under no obligation to issue the building permit or otherwise assist in any manner with the improvement proposed at HOLD HARMLESS AGREEMENT - Page 1 HOLDRARH. 001 the address below due to the distance of the nearest fire hydrant. The City is agreeing to process the building permit application only in an effort to mitigate what would otherwise be a hardship on the undersigned. The undersigned further understands that the City of Tukwila will be considering amendments to City ordinances that would expand the maximum fire hydrant separation requirement from the current distance of 150 feet to a distance of 250 feet. If that ordinance is not adopted, the undersigned understands and explicitly agrees that he may be required to install a fire hydrant, sprinkler system, or some other fire prevention measure agreeable to the Tukwila Fire Department. DATED: HOLD HARMLESS AGREEMENT - PageT2 HOLDHARM.001 A-11304 Ca( G- 41- 49),(,J (77 e/ /, 'salt Pr erty Rw! - • Tinted Name) Property Owner (Signature) Property Address: Raymond and Lillian Ellison 16807 53rd Avenue South Tukwila, WA 98188 ,�$tgaaufI44 so ..... Os • 1 • ijQ1� .� • .�i i �Anf (AS�� • (� �. PUBLIQ • I� = o • DATE CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISION SUBMITTAL * * PROJECT NAME EJ. Z. /SO/L) 7&�s /,0 Wet" - ADDRESS 16 F- 7 k s `e° 0-e S' A RECEIVED CITY OF TUKWILA APR 2 7 1992 PERMIT CENTER CONTACT PERSON 731 r4 ,G A24-/g Yv,U PHONE 2' • 7 J 43 ARCHITECT OR ENGINEER EC O 1 13 e/ /V PERMIT NUMBER t ' 93 / (If previously issued) PLAN CHECK NUMBER TYPE OF REVISION: V % s2 S4UA S % - r-Ver-w. 2 x lto " SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMrrI ED TO: `414":, . otatatoe 3044-tte a✓rX( m Z>cc, I "%% . (2404444.446 aci/iZet- g 414 4 . sa- City of Tukwila a John W Rants, Mayor Department of Community Development March 4, 1992 Roy Ellison 16424 53rd Place South Tukwila, WA 98188 SUBJECT: Ellison Residence, Building Permit No. 91 -482 Dear Mr. Ellison: Rick Beeler, Director According to the site plan submitted with your application for a building permit, the proposed front setback of 25 feet does not comply with the required 30 -foot setback. The Tukwila Zoning Code however, does provides for an administrative waiver to a front -yard setback where the proposed front setback is consistent with the front setbacks of adjacent residences. As we discussed, consideration of a waiver is based upon the average taken for each front-yard setback for existing residences immediately adjacent to the subject property. The drawing provided (dated Nov. 21, 1991) shows a front -yard setback of 12 feet to the north and 30 feet to the south. The average would be 21 feet which is less than the proposed 25 feet. Based on this information, staff has concluded that your proposal would be consistent with the prevailing yard pattern. All other . setbacks must be met. Feel free to contact Denni Shefrin at 431 -3663 if you have•further questions. Rick Beeler Planning Director cc :Building. `Official` Permit Coordinator 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fay (206) 4313665 - City of Tukwila Department of Public Works February 24, 1992 Ray Ellison 16424 53rd Place South Tukwila, WA 98188 John W. Rants, Mayor Ross A. Earnst, P. E., Director SUBJECT: Raymond and Lillian Ellison Residence, 168xx 53rd Ave. S. Rock Wall Revision Submittal (PC No. 91 -482) Dear Ray: The Public Works Department has reviewed and hereby approves the subject resubmittal, dated February 18, 1992. This revision provides for a slight alignment change of the rock wall at the northwest corner of your property. If you have'any questions or need clarification on any issue, please call me at 433 -0179. Sincerely, John A. Pie , P.E. Associate gineer Public Works Department xc: City Utilities Inspector (w /copy of approved plan) Permit' FCoord3nator` Development File: Ellison SFR Read File Enclosure: Approved Revised Site Plan JP /amc:11:ray 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 . • Phone: (206) 433.0179 • Fax (206) 4313665 • CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA. WASHINGTON 98188 December 13, 1991 Ray Ellison 16424 53rd Place South Tukwila, WA 98188 PHONE # 1206) 433.1800 Gary L. VanDusrn, Alayar SUBJECT: Raymond and Lillian Ellison Residence, 168xx 53rd Ave. S. Utility Permit Application (PC No. 91 -482) Dear Mr. Ellison: The Public Works Department has reviewed the site plan for the above development and finds that the plan does not illustrate sufficient information required for permit issuance. Specific information needed for each type of permit applied for is listed on the back of the Utility Permit Application Form. Please note the general requirement that plans need to be "...stamped by a licensed engineer... ". The following deficiencies were noted on your site plan: 1. From the dimensioning of the 30' setback from the property line to the front of the house, it would appear that the sidewalk is located within an easement. Please show public right -of -way lines and all easements and recording numbers involving your property. 2. The plan must show that the driveway incorporates a standard City residential concrete apron and be paved for a distance of at least 20' from the back edge of the apron. Indicate grade of the driveway (maximum permitted is 15 %). Provide a driveway cross - section. 3. Show curb and gutter and the centerline of 53rd Avenue South. Show the pedestrian path along South 168th Street. 4. Referring to the requirements for a Land Altering Permit, topographical information for existing and proposed two foot contours is incomplete. Existing contours should be shown light and proposed contours darker. An estimate of yardage of cut and fill and an erosion control plan are both required. 5. For the sanitary side sewer you need to submit a copy of the sewer availability form from the Val Vue Sewer District. The plan should show the type, sizes, lengths of run and slopes for the sewer pipe, locations of cleanouts and test Tee, and the type of bedding and backfill materials. 6. For the water service, you need to submit a copy of the water availability document from the Highline Water District. Show the location, type and size of the service line and the water meter. 7. The plan must show existing public storm drain lines (with slopes indicated) and catch basins in the area and their types and sizes. The slope of the downspout leader line must be indicated. A catch basin or manhole must be provided at the intersection of the leader line and public storm drain if the leader line cannot be connected directly to an existing drainage structure in the area. 8. A fire hydrant and possibly a sprinkler system, depending upon available pressure and flow, must be provided in accordance with City Fire Department requirements. 9. Rockery walls must be limited to four feet in height per City standards. If the walls exceed this height they must be designed and certified by a licensed engineer. It appears that some of the walls shown on the site plan exceed this height. I am enclosing a copy of a sample residential site development plan for your use. Please resubmit six (6) sets of revised plan sheets to the Permit Coordinator in accordance with the above. If you have any questions, please call me at 433 -0179. Sincerely,, John A. Pier6', P.E. Associate Engineer Public Works Department xc: Permit Coordinator Development File: Ellison Single Family Read File Enclosure: a/s JP /amc:9:ellison. CEDAR *JUNG —\„ AND TRIM FABRICATED SHEETMETAL CHIMNEY CO�R r ABOVE ROOF WITHIN 10 FEET) LCOMPOSITION SHINGLE ROOFING-7 111 •••• •••• •••• •••• •••• C i RIGHT ELEVATION SCALE: or - 1' - 0' f F R O N T E L E V A T I O N SCALE: 1/4' - V — 0' ••• ••• ...... ... ... ...... •• ••• •• ••• •• ••• •• ••• (m nmmnnunn 2 on se am me L E F T E L E V A T I O N SCALE: 1/8' - 1' — 0' TLIPKAl. 1 • • FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of Plans does not authorize the violation of any adopted code or ordinance. Receipt of contractor's copy of approved plans acknowledged. By. Permit No ...... ...... ...••• ••• ••• 1 1 R E A R E L E V A T I O N SCALE: 1 /e - 1' - 0' CITY OF TUKWILA APPROVED FE 01992 Fir Cr' .:. CITY (l: 11 P:,;';':! A NIA 2 1 bI PERMI1 CENTER P 1 0 i A ra Jomm s. as 01Mon , ►Illltlll * aim NMI 1aww1 P 1 0 i A sic wow s. as , MR. & MRS. RAY ELLI SON RESIDENCE 0 M CD • dl a ►r >t vosu m OCt 1D/24/91 —' NO. 1 7e' 3' 14' 0' e4' 3' 4 12' 10 -1/2' 45' 1 -1/2' e' 3' 211 0" ICI lilt ROT III EAMY, 1' }y:„ 8" io a 4" COIL 1Aqo -6e ID.DED lilt 1E11MR6NIL POLY MR RETARDER ON4 "GRIM. BASE S' ` To oath b N D A' 0" ,.. 16 "- sur lo 4" 01: SLAB__ tL INMAN S DNIL POLY vn maa* ON 4" GSIVEl SHOP 4, ELEVATION +24' ABOVE GARAGE a 14— flirt `"2) 30'5124" (*IM RE ACCESS f ¢ =1 6" OUTSIDE AIR DUCT TO SEE DETAIL 6 9d6 . 4 SEE GAS DETA IILL66 //S GAS LATER NEATER b a. b z 4 �E-- RV PARKING ELEVATION -12" - BELOI GA 4GE 4I 3'Thk 1 64 POST a 6x6 POST • 8" THI ►'a 11 SUB IP I/2 CONT. 14 R1 FOOT US ( QU-LM 5- 'kfr" S4FV5 OR GLU-UM 6-3 4'1/4SI13) 1/2" (24F -V5) 7 ECM -/ FOCKET, TIPKAL GARAGE 404 tU•4 16-3 jf' xt" (24F-V5) 11'00 ' OMEN DOOR J i 16 517' MAIM DOOR 4x12 1f j2 6x12 If11 1' I3 -1/2" 1' 1)-1/2"-IA 1' t- 2" � Y b ►�I • • 1e'21e'xe' b MOM, CAL J s io N 094 to00P %MIM) toot 7 heel Ccose1Q . 5' 0' 13' 0' • • 0 rot" NET NEM Vac, lrlet CRAWLSPACE • e" • L 8 MIL POLY VAPOR RETARDER LAP JOINTS 12 6ii w/ INTERLOCKING/ 4f, FOLD b 8" 16" > , .. X 5' O' 15' 0' fa 8" tD•yt 16 311 A' o" x 20'0" >.< 8 3" BASEMENT FLOOR PLAN FOUNDATION PLAN FLOOR FRAMING PLAN SCALE: 1 /4" - 1' - 0" CITY OF TUKWILA APPROVED VER 61992 FLC:; ray I). ,i.,LMA oJUV 2 1 11 PENMITCENTER idwald Jana 01fien 11/1111/1 iligrus Isti was ow saw to alli 71' 3' 14' 0' 64' 3" 12' 10 -1/2' 45' 1 -1/2' 10' 1' M 5' 0' 5' 1 -1/4' >N 5' 4 -3/4' 11' 6 -1/2' 6' 0-1/2" 5' 6" 6' 6' M 6' 3' ---3 a3/4'M 3'414") ' =O San i 1 4040 SIX b M M ' x Wats NW attwNit ad COED 5' WY2" TOO iiiiii -rive ---- T Mg b *V b b 0 tfrL4t $3e SLDR Ms BEDROOM a L i ©• - r` y • 11 ,77 BROOM z 2/4 C: - .. 2/4 (� ELE IU& FAN ®l • r0 11 • .1101 DETAIL S % SIEfTS ' I: l l 3030 MDR T- .�� ow oVDq ® 111 PI r' XE -J d Iooa44. IL r• lb S 2/4 5/0 8F a F 1 L 2/6 ' y r 2/6 , I i 'x- 6 ;e '� I` 2/4 -- 2 ' V" 3 ' 0" 3 3- " T 16" 3r3: 2" • 6 1 311 „ :goso 4' d' 4/0 4/0 BF - - -- DETECTOR g> MASTER MA fr BATH 33F 6 1 11 3 _ 5 ` a r;7 11 � 2/6 2 DOIAMNi 6' 3- 2" . g g lor :1 4' tit" 5 1 5,1 R/ J ii 4' All 1 Y 21411 413_'21' 3' 911 ; x - 3' �y211 [ • �, 1L_ 2" '� --- ZERO CLEARANCE FACE U DINING 4'0" 3'6- ROOM 0 364(41 _ - Mit C.50.40/, "' - - UVD4G ROOM m . 3/0 Z •7 MASTER BEDROOM 303o FIXED L b RAN. b 2„ 4 'ME 111 1 4050 C>i117<b 'T •1 =" K b 36' NIGH OPEN RAIL UPPER DECK D0� Ii 4 RISERS 14 RISERS 36" HIGH RAIL 1 MELT ROOM h n 5' }y2'1 I' 0" 51 t 1-y2" I, 1 ° b 4050 CSMT 4050 CSMT r 5050 CSMT 5050 MIT 1 6' O' 3' 6' 1 0 7' 0' 4' O' 5' °• 3' 6' x 4' 0' x ) ( x 13' 0" x 5' 0' x ) 15' 0' r x ) r 1 3/0 3/0 ; K.. L-- WATERPROOF MEMBRANE DECK 1 3060 3060 I . FIXED FIXED COVERED f LOWER DECK Z WATERPROOF 11148RANE 362 INGH OPEN RAIL 1$1 011 1' 011 20' 0" 1'O" 36'011 6' 3" F L O O R P L A N SCALE: 1/42 a 1' - 0' CITY OF TUKWILA APPROVED FEBvi 1992 a « '4 • ! • 15ulI.D1NCt town Maims: R.e: VIApp, eiRkstemssce. geounzemeirm OF else 'b'P•C Pte D4Waw FINS It wisp K ma% LocsylON. Cet.Rptpbt IAu. MWMTA1W do m. f WS0C14 a14 IHSTA AHD /TA INFba11A0.1toM 'yatAiu.'d! 444141.,s1,(48. plmoi II$S'r'ecjte. WAIF: V, t.A.G.C. Imes ; -1 am) s-2, • Au- telti aos '64441,,(. tse. Lbc>at& Ge4T044, (,an/ 4, t.49 1 1 kw' 1'l-NIoi I CtNtER =O San O'Pfta * Wats NW attwNit ad , T 38' 0" BEARINO —3 STUD WALL 12" HEEL 12 e(— 20' 0" 18" 12' 12 TRUSS TYPE 'D' 37' 10-1/2" 1 12 12 TRUSS TYPE 'E' 13' 0" 12 k 22' 0" ROOF TRUSS TYPES SCALE: 1/4" - 1' - 0" 4" 18" FILLER WALL AT FALSE PILASTERS • 1x4 Q qLE END BRACE T 4 0 O.C. MAX, TYPICAL PREhUANUrD TRUSSES • 24" 0.0. (TRUSS TYPE '0') 1 2x8 • 24" o/0 FALSE FRAMING OVER TRUSSES GABLE END i AS 1 1 IDGE L C • N • 1 1 0 GABLE END 1 ■ 0 o off r►- r • 2x4 SALE BRACE AT 4 0 O.C. MAX, TYPICAL LEAN 1 h. L �Cr PREMANUF'D TRUSSES • 24" O.C. PREMANUFACTURED TRUSSES • 24" O.C. (TRUSS TYPE 'E') (TRUSS TYPE 'A') NOM • ROOF OVERHANGS: EAVES 18" GABLE 18" • ALL HEADERS NOT CALLED OUT ARE 4x10 HEM -FIR #2 OR BTR R O O F F R A M I N G P L A N SCALE: 1/4" - 1' - 0" 0 •r, • RIPVE r;1-1 2x4 GALE END BRACE AT 4' 0 O.C. MAX, TYPICAL CITY OF TUKWILA APPROVED rte i 1992 ring 11 ,JY2111 pawl rCENTER = James Mon MIMI? blits mith a WS - MI NI _A BAF End SCREENED VENTED BLOCKING CONTINUOUS --1 GUTTER ON 2x8 RS CEDAR FACIA COMPOSITION SHIN S ON 18/ FELT OVERA 1 2 COX (CC OR BTR AT EAVVES) 12 Zx TFA FIIAMINO TRUvtt F• a?I% y PREIIANUFACTt1IEO TRUSSE • 24 o/c se 1M'Ah Alkylso .A4 401.5° 11111111101111010.._ t.t�t.,L,AL, aAtt�ttst�tAtA ob. • Pr'. arsItticele,e warAttessite R- 30INSULA110N, TYPICAL 5/8" GYPSUM BD AT CEILINGS FALSE BEAM MONA VINYL FRAME —9 WINDOWS w/ INSUL. GLAZING STUCCO VENEER OVER —3 TYVEK VAPOR RETARDER ON 7116" WAFEWD QN 2x6 STUDS • 16 o/o 1/2 "x10" ANCHOR BOLT 6' o/c AND WITHIN 12" OF ENDS Iil1*$r& TYPICAL FDN WALL —3 REINFORCING: • 16 " VERT /4.16" HORIZ Cl SLOPE 1 -Siras 01 1 1.1 SLOPE SLOPE 1 BITUMINOUS DAMPPROOFING, TYPICAL CROSS SECTION A - A SCALE: 3/8" - 1' - o" SLOPE I1- SLOPE Ci 4.SLOPE 1 t L ROOF SLOPE 6 IN 12 R O O F P L A N SCALE: 1/8" - 1' - O. (0'31 b 17 sc_ WATERPROOF ECK MEMBRANE w INTEGRAL NON SUP SURFACE E SLOPE 1 /8 "/FT MIN. - \— 6 MIL POLY VAPOR RETARDER, TYPICAL AT CRAWLSPACE 12 .� THIS DIMEISION IS CALCULATED WITH A 12 HEEL AT THE OUTSIDE PLATE OF THE SCISSORS TRUSS, VERIFY EXACT DIMENSION WITH TRUSS MANUFACTURER %Ba "DIV. No1E C R O S S S E C T I O N 3 a 3 SCALE: 3/8• - 1' - o" BITUMINOUS DAMPPROOFING, TYPICAL CITY OF TURWILA APPROVED FE :` 0 1992 d •' ,. HCC"; 1 CITY f i-• 11 '. nILA NO 2 1 tul PERM r CENTER P i. A I 0 0 Jaws iINION N. In Olkin AIIIIIIII * was NM IN SW NI _A P i. A I 0 0 iINION N. In MR. & MRS. RAY ELLISON RESIDENCE 110. 5 r GENERAL NOTES 4. FIRE I-' ' 4HgaD . ROY A 3 ' ., ANDNO pg, RAID. IIMT ATIICN LAOITIONEAa - ANIE IlA h MT IRE SEEDING NEAS TO "IN CLOE MOTN111r TO RAINY. - IM71E MICRO IN INN ROOMS MAY E LOCA1i4 oN THE PALL OR TIE 1214.1111. - MUCKS 10 SYSITh E H PO DV%ALOY II 111111/471111D1110 D 1111% tether OYEIId4 er MOTECT e. NAOt0011EC1 ALL DETECTORS. I. MILATION RIO MN OON9ERIIATION CRIIDIIA: 1. INSTALL MTT BLOIII OR RIGID IOIYM IN1uAT NXI AS APR. Nyla.E IITH Nino 1" /10 Nun fun was I omo ON manna. Ml wTFAW.S NO Nl I�ONIAIIP !PALL MORN TO THE 111 MINTON STAN � .( 4(�" PERKIER) W15.1 CAL ATION NET). -WAND 911 8.20.00 -MATED MS R■0.00 2. FIE MT ITN REI II IIEINTITS FOR O OMD I111LAT ION A. ITT NMI MI PATES 1110ION 9M1 IMVE NE %FAD MT N NOT DEEMS 25 410 A SDI ODOM' MT MN 450 PEN ISM PER ER A � #43.1 (RA LUST IC K6ILAT O 9NEL COREY B. ALL I TION MTERW.S ICON FACINGS 901 AS vat awes at Knot PMFEAS Ilan 11111111 FT:OOA- CEN.NN oat 9MLL LMTNNTRS HIVAF ME 9 ADTNINSDN&ID S COO, TO MID 430 INN TESTED IN AOOO DVII 11TH LIC STNENO 2.1. DIM 1. FOAM PUIST IC INSQ.AT ION SILL CORY UV %CT ION 171. 2. MIEN SUCH MINKS NE INSTALLED IN OXFAM PACES OF TYPES LIMITATION CO MISMIXT Y10TTO FMIIS PI MO NO NKED M� FACIND IS DOMED IN SUBSTAN! W. 00NTACT 1lfs THE woo SIMILE OF TIE CEN.NN, FLOOR OR WIL FINISH. kW - IT Mfl «A1 NTWO 3" I PONE .5" D NME1E11 - ALL M111111 IN N. NN TO ONLY 11TH IN It - N AN IPIINIR A2N1 Q. TO E F* IIAJE) NO INST P MWMFACTUEII ! SPEC W $CAT IM I . NNW IAT $ CALM IONS TOE AIM MAE AMONG OFW IC IN. ! . - ATTIC AOCE.Si TOE MIN W' X X" WITH 11 30" ROM. UWE IN HEADILY AOCDNTV M. WON a . R AOCESI TO E MINIM 0"X24" FEN NIN 2511 c 1TTH UM FUG QAAAIICES OF 0" MINIUMAT J31 NO 12" NINON AT EAMS. - ALL 1011 IN DNECT OONTMT 1111 0:10ETE TOE 11130.1E NAND OR OF FOINTION Wa WA TO NSW MY. 3. WNT NATION AIO 1119 EIIAIE�OIIS ENI IREtORS: - NM ATTIC Ir. SPACE VOR RAT NlN PE1t SECT TUNIS NO 25 SPECEMLY. - INST ' A AN E S AIR OM ES Pfl IBM (VENTED 10 US K II ALL M1H, UIN.ITY, NAB NOE bM Bali /INDQIIS PIOVNIED. - MTHROO S NMI fl CLO1T, UVATORY OR A COMNNTION OF BOTH MY E VDRIUTED 11TH AN 011 178 ECIRg ATIPN - ALL INPP* ROOMS TO IOW EGRESS IN wawa 11TH - M TES NNF 9l V MQOIIN ma ISC SID •47 -14) 9NLLE WED ONPALLSOILYOFTWSNOO Sae BANKS QL PATER Q:OET SILLS. - SE!C110115 . ALL BIER AREAS 9NLL E FINISIiD 11114 A 9001H M1ERW. WI AS CEAWIC TNi, MUM CEMM OR APage COAL TO If I111 OF 70" NOTE TIE DTIAW NLET. THIS Mt1DtML SILL BE INSTALLED MAR A MIa TAI MOT ADVERSELY METED N MISTIME 101 AS M1Ot IESISTAN! POST MONO. - FIE PINTO OF CIE no ION NO GARAGE IS NEW_ ED PER ETNN d Alto TIRE 58. - F IEA HFIVTM MUM NO HEARTH DODOS SILL OOMP.Y 1M SECTNIN 3707 )1. MANUAL SWITCH WHOLE ,' FAN 24 HOUR TIMER 6" DIAMETER FRESH AIR DUCT FROM RETURN AIR SIDE OF FURNACE TO OUTSIDE FAN —y FLOW DAMPER SET TO ALLOW .35 ACH MIN. & .5 ACH MAX. CENTRAL FORCED MR UNIT MOTORIZED DAMPER INTEGRATED VENTILATION SYSTEM SCHEMATIC No Scale MN LAM NO ammo SOIL EMNL_ P LICLO �ONI01 SOIL FLOpt: 10 r'ooluAlww 1!► LAiE LpID, 10 Ii I�u 1100F: 25 P1L10S MP LIVE LA10 ,1 IOIAOS PW DEAD 0011111NN,T NNI RB21IIE113f 1. T A. INIEA� - OMEN: 3000 PSI AT 21 DAYS - IEINFCACNN MR: A$W4S$ ONE 40 - AIOEXL MA: .5 HOI DIAIE10 N 1 INCHES LOIN al-1307 IMIE>0ED 7 HOES MINIMUM IN FOIIQITION WILL 110101111ASO NO WI ON EACH 10LT. DICUr - ALL FOOT . 0 $EST ON WOISIUND SOIL. - INSTALL WS EACH TAY IN TILL FINAMTNI 1 GOWN PMDS. - PROW ICE MEE NgMIO, WITS, TUMPS, M. AT ALL POST i s IC NO P06!/MIW OO Ir 10114. 2. FRAMING A. MITERW.S: GAMER TYPE MI GMOE UNITS IN PSI) - MUD SLL: PREEN 1WATW d4X c: Fb■OOOSJ111Rr75f •1•400,000 ENS 1 STRINGS: F 050 f w7O (• 1,300,000 /DOUG-FIR lb BE 1 STRINGERS: ,in4S j.1,J000 400114(IR 110 4x : Fb• 1005/ MN f w95 A• 1,100.000 BEMIS 1 STRINME: 1350 fvBSA•1,I00,000 •OOIM4IR SELECT SIRUCTWL• 4x 10101: Fb■� Fw95, E ■1 BEAMS 1 STRINGOlS: Fb■ , Fv45, E■1,IOO •tLLE LIMITED EAMS. 24F V5 DF : FI•2400, F•135, E■1,$0OA00 11 11 A0o 2x SOLID BLOCKING 4 t �i OA W i� i�i�i i i i 1. POST BASE 4�PO T gre: O ET EA.SI SEE FDN. PUN FOR BEAM SIZE • 1 • AM SPLICE) • LIIlI fl' !I N 2 � EACH WAIT TW. i SEE FDN PLAN FOUNDATION DETAIL Scale: 1" a 1' — 0" L • a woo 1 B• 01 OMO VINO IMAN E t VAPOR VAPO STUCCO •E301 2x RNA JOIST 3/4* AD IMENT E SHEATHING 1 R -19 BATT MSUU110N VA. TO WARM SIDE 1P' DIA.x10' ANCHOR BOLT IN TRVD PLATE 14 •1e o '/cHOW. N •AILC o/c WRT., 4 MIL VAPOR BARRER, RUN UP WAIL TO SILL PL 440 NHT UNE FOOTG DRAIN 4 I#RF R FAl j4 BM CONT. 342" FOUNDATION DETAIL 5/e' .TYPE 'X' GYPSUM BD. Scale: 1" I i - ON 3/4' T&G UNDERLAYMENT GRADE SHEATHING . 4/L9L ZX4 &IV % (Nis cowo ) li11lI III!) 11111 3-112" at- 1 R -19 BATT IN' BON V.B. TO WARM SIDE c16ern HOR N. 'o /cMT., 4 MN. VAPOR BARRIER, RUN UP WALL TO SILL PL t B' 15' FOUNDATION DETAIL CONT. Scale: 1" - 1' - 0' MEDIUM MO SHAKES OVER 301 INTERWOVEN FELT (1x4 WACEQ SHEAIH'G WIID SIEIIIH 0 AT OVERHANG) B� SCREENED BIRD BLOCKING METAnL GUTSIER\ 24 FASCIA 10 12 TYPICAL ROOF DETAIL R -30 INSULATION - AT CAPING BARRIER 'JAI. 4ft1/,t. Scale: 1" - , - 0' 'lllt'kr,1. 24 STUDS 24"% 7/1 PLYIID OR J716-' O.S. BOARD THING WADING BARRIER VAPOR STUCCO VENEER Ie 1/2' G.W.B. MI BBAONN i_ 3 /ABU YMEIIT SHEATHING R -19 BAIT INSULATION V.B. TO WARM SIDE �Il1 1!1 11 31,1� UNE 4* OOT'G DRAIN 1 GRANULAR • 11 1/2* DIA.x10' ANCHOR BT 14 1RT'D PLATE HOLD_ 1/A AR 4 MIL VAPOR BARRIER, RUN UP WALL TO SLL PL µ BAR CONT. 3-112" 15' CITY OF TUKWIU APPROVED Pte 1992 FOUNDATION DETAIL Scale: 1' - 1' - 0' CITY i' 1 NOV 2 1 LJJI Poihil r CENTER war Jana (Man /11111111 a IN NI NI MR. & MRS. RAT ELLISON RESIDENCE The O/23/91 1111113 NO. 6 I USAWIntl TITLE I J MR. & MRS. RAT ELLISON RESIDENCE The O/23/91 1111113 NO. 6 1el2L"upt !" 13W Wa tin At ar,w WI I • Ara n • r1 timapostot -11111Pgr ''�►" Il d law ruIPIABISIRINIn i c III ■al n% VICINITY MAP TEMP. "V" DITCH (NTS) Se „AC PUatR: MINT -OF -NAY use 2- TO 4. QUARRY WALLS OR CRUSHED ROCK FOR SURF AS SHOWN. NATE/NAL WITH IRAS' M NOT ACCEPTABLE. TN[ *swum co Wait TO sAyRE NOT RENT -OF -WAY DA IITE =r42tmr TEMP. CONSTRUCTION ENTRANCE (NTS) NIP tIVATION b, 100*1 OP F • .. s• Dseiwity TYPICAL CROSS SUCTION SILL FENCE DET. (NTS) SAGKPE.L Sal MAX 4" PSRPOPATED GRAIN PIPE PIA aIAVEL '2 MIN 12 • MA. EACMf4L 2 1 MAX SLOPE CONCRETE SIDEWALK MN CONCRETE PERtORATEO ?fl••N PIPE I'f A GRAVEL ,2l L, GAVEL ROCK RETAINING WALL (NTS) •_i •F•MLCN APT I_c :- ou.e At :AWE V1141%..„, s. • .• =•61..C. Devi dw- SECTION A -A 1 1 GENERAL NOTES: 4' ROCKERY DRAIN TI*$TAL 4F PVC M.L. ROW:T /OOTINO AI�I TE 14 le eta TEMP. 'V• DITCH PER OCT, 132 1*. — . — — - - • . • • _ - -- • INSTALL. TEMP. MIRAFI FLTER FENCE PER DETAE PROPOSED CONC. DRIVEWAY INSTALL, TEMP. CONSTRUCTION ENTRANCE PER DET. e EX. e' WIDE SIDEWALK EX. CURS IL SUTTER .22 ZO 12- 10- ,AA SANITARY SWR. CLEANOUT ca inag 427P or Cr 0) 5 M EX. SD 12' EX. CB s • • • • • • • vir se- - -fx. as &,r r4e.r At / car r7-44a . ana as es �ss1 RCI s x 12- " 4 " 1 7 2 1 _ - O REW►N Y •Ex. Si ilF -- - - - - - -� INSTALL' TEMP. SET FENCE PER T. .T _J EX. Ca PROVENE CS- PROTECTION DURING CONSTRUCTION Se d CONSTRUCT 20' MIX DRIVEWAY PER DET. EX. e• SAN SWR. • EX. It 33rd AVE.. $0. LEGAL DESCRIPTION: LOT 1 AS DELINEATED ON CITY OF TUKWILA SHORT PLAT No. 85-03-SS, KING COUNTY RECORDING No. 85040810 ALL • • SHALL a N ACCORDANCE INTH WAMAKD - TISM M MUNICEML RISC TIOSKS CONIMMICTION' PRSIMIN• S► SSIMTON STATE ~TM MMINICMI MSC OWN, MISOCMTION. 1101 SSW ISNIAI ANO CITY Of TMIYIRA STASIS AND SPICMICATIONS. 2. IT IMAM. R TM OONTAACTas NIPOM N:ET TO MOT/CT IN PLACE Au IflI1TNS ANNOIN 1PMICTIA/1E. MOMS MOWN OR NOT SHOWN ON MO MAN. SSW DS TO oPIMTIMS MALL R SAW. AT TS OONMACTM's SKPMSE. 3. PROVOS AND Met TSIrORARY PIS MSC SILT MCI TO MAIN —t—tt- LAONI VMS. a0. NOT Mil TIC MOST SIII. TNI MONTH♦ MOT R • OPMATION 1110a 101 MAWS ON 0TNIN CONSINIECNON MO III MANTAIN.INITIL COMPN{ICTN IN MO LMMCAPM AM OOM .n AND POTINTIM POI/ awns a--_ D 1 HAS MOM. AS OOMTMIC•10N f0WS000S MO SNP US MSAMINALI COM/TIONS SCAM MOs SILTATION caIlma PASUTM MAY R IONS To MIAs'OOMIEan ataoM coma ON no .._..u.. ROST. ••••••• MAINS TIN Ma Of CONSTMICTNk• R SHALL • 11111 MOMS MO CIMATWIST 11W THIN WMA1111TOmeoIws MAT SI MOMSWA Pans MIN AN 1 RS. M MAN R NEMO TO Par MM Sr . t. TM I t*L SIAMt R PNACSD SO W LLY CUOMO Oar a 111E PAPS N MVM, NRM MIM SSWIM OP Eat NOW a'1• MAISWIM SPIN Or I CINW a•1. r WSW SAW We 11•111 OpSSIIMOW IArSEE SPIT INTWID POO a101 rI SPN1111 IM ISMlipiseL MA_ .v IIS NIL BAS IL OI*L M aaNE M IEIOSN 11N STD. RESIDENTIAL CONCRETE TIMNN� + "wNr in «I'"�� AA,IS a, MATWIWS SNAIL MT SS A'IN A MNNIS/AS11 TO MM ONSM I s►A SMC. 141.3111. THSI OINK OXUS IS SAS nee Of 1141 1•1101 SIMEON Oa TM TOP Of /NI IONISATION MMINIAL• AS Ea M RACSSMEt AND COMPACTION Of QSSMIIM SWIM MATNMI TO MEOWS SSW SO MAT TIM OMNI LSNSTH a M WI MI L SI WI PIEai*ON A OM LY SOW METWINSSAW IP /III OWNS NMMALNMISOTTOMSPMOWr1CHWITS TNS .ENINSI NIS I N'CAVES MAIMMU.. TM PSI SSW 111E PINT LMT OP WI MS MAY M OMPR'SO INWOOD n MATwAL w VW SOTTO* OP lfd MOO • 1.000•.. INSIM04 MO OOEIMACTSD TO POW A WWI INIVISSINCI MSS. S. SMUCTMSSS SHALL NOT N PII/EERTIa tA11MN Italian or TIM flea Laa OP ANY STORM WSW P/IM. OR I S.SS PRT PROM as TOP OP TINS OWES, s'ia. 7. 1NEPALMOP COT AND MA. MAWS ISMS. OMIPAMMOMNTANNIT00ana0. SOOT SROWON. THIS MOM MAY OWNS W M ISCWKI 11N PROTSCNON FOR 11a SLOP. MALL M IMTMLa M SOON AS PaaCTKIA AM NS TO mums POs * ll APPROVAL. IMOMO OW SUM a NOT .IIa1ECT TO an NO TO 110 vistalarra, OIIAMCTM Of MI stsa. INCH moms NN MAN. Neat►.. • t Even raN.29Mt 91Qrt1A' 'rr �1 EX. 8• SAN. SWR._, \— EX. SS MH AwpOw "Wye LEGEND: EXISTING CONTOURS PROPOSED CONTOURS EXISTING STORM DRAINAGE EXISTING SANITARY SEWER PROPOSED SANITARY SEWER PROPOSED STORM DRAINAGE MItAFI FLTER FENCE TEMP. CONSTRUCTION ENTRANCE TEMP. •V• DITCH ROCK RETAINING WALL ------ - ----- = =43 0 po o CITY fEC TIryIK1 nt A JAN 291992 PERMIT CENTER lie rghau sen ConuItIng Laid Plansing, Survey t ng Irseieiirh Ana .' ' 18218 72nd Ave South Kant, Wash. 0100 (20S) 281.5222 pals I -IS -fit Doaasna Ag Drawn 8_ Chsckss AS Vortical NIA. Ray llison �� said Pi. s. Tukwila, 7N��4��ty01�1A� Titis : Grading, Temp. Erosion Sedimentation Control & Utility plan APPROVED PER PUBLIC WORKS . MEN —Stalk at dr—e 'I Ag.d 1 HYDRANT DETAIL 4 - 13 STA 1 + 30 1 - 11/4" NVO NVDNANT 6 Acc.•INJ) 1 - 1" x 6" TES (NJX1L) 1 - 1" PLUG (NJ) 1 Lr 6" D.I. 2 - 3/4" DIA. TI! RODS 2 - CONC. GUARD ram COMCRETS BLOCKING (ML[EY View Mars sh00% t 3 4 I i NW 1/4 & SW 1/4 SEC E6, T23N, N4E, WM. MYDRANT DETAIL 4 - 13 STA 2 + 14 1 - 51/4" NV HYDRANT 6 1 -1 "x6 "TES (NJ X 1 - 6" GAT VALVE (rL ! LP 6" D. 2 - 3/4" 2 CONC. Gc roots A. TIE RODS M .1 (NJ) r1. x7 NJ s STA 0 +34 1 - 1" 100 BEND (NJ) COMMITS BLOCKING 1 MOTS Ix. FITTINGS AND CUT INTO SX. 6" D.I. 6 6" AC 2 -6 "TES (1'1.) 3 - 6" WITS VALVES (MHO 3 - 6" ADAPTORS (MAW) 3 - 6" IIJX COWLINGS 1 - 6" 1LINO PLANS 12 L► 6" D.I. COIICNSTS BLOCKING 6" DI IN STALLED SY WD 07S IN MAY, 1981 STA7 +02 1 - B" TSS (NJ) 1 - 1" FLOG (NJ) CONCRETE BLOCKING &flit sari.13ELEc ELEC • 2 4 I 3 VALLEY VIEW 010/14E5 &LOCK / ...____CL__ CbNNECTTTTOEXEX. 4' 1 -,8" x 4" TES ( FL) 1 -'4" GATE VALVE ( LXNJ) ( 1 - 4 w 90 • ENO ( ) /S 1 - 4" FLEX COUFLI 1 - VALVE NARX11 CONCRETE BLOCKING W6 "AC --rn 2 WA COIICRITZ (NJ) LOCKING STA 0 -113 • CONNECT To Ss. 6" D.I. 1 - B" GATE VALVE (NJ) 1 - 1" x 6" SEDUCER (NJ) 1 - VALVE MARKER 1 PLAN 4 'aSO' :143LF WWP :/ ••tub x.4"AC Erni '� $ . ......... FING[ RECORD DRAWINGS WATEh DISTRICT NO. 76 BASED ON IN:ORMATION FURNISHED BY ThE CONTRACTOR BY DUA NL DATE _Amin (5€4012 5 OUTS /DE OF KEY) CENT= IRE OMIT= 9NO8S0t0011D Iiin S!!E! AT 1- 600- 4106-!!SS 41 SIMS S -S We DBSOSSO. • anSs #s > T$ 10 1 In 01. ........ ... a....r. . • a, • 4 • • .. r • 4 • 4 .•.... • ... ..! • • • •r • 1 ! 440.41r E- No LF Cad. la' 240 • .4 OHMIC LiII• t1I' CI•I' LZ I' L7I CONISIJLITINO t140121fly 11000 MAIN ST SELLIVUE. WASHINGTON 98004 TELEPHONE 1206)612 5300 WATER DISTRICT NO.75 CONTRACT 83 -3 1983 WATER MAIN REPLACEMENT prirreirrni SCHEDULE B 53RD AVE. 8. 8. 166TH ST. TO 8. 168TH 81. •HUT NUMSMMI litopit CEDAR *JUNG —\„ AND TRIM FABRICATED SHEETMETAL CHIMNEY CO�R r ABOVE ROOF WITHIN 10 FEET) LCOMPOSITION SHINGLE ROOFING-7 111 •••• •••• •••• •••• •••• C i RIGHT ELEVATION SCALE: or - 1' - 0' f F R O N T E L E V A T I O N SCALE: 1/4' - V — 0' ••• ••• ...... ... ... ...... •• ••• •• ••• •• ••• •• ••• (m nmmnnunn 2 on se am me L E F T E L E V A T I O N SCALE: 1/8' - 1' — 0' TLIPKAl. 1 • • FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of Plans does not authorize the violation of any adopted code or ordinance. Receipt of contractor's copy of approved plans acknowledged. By. Permit No ...... ...... ...••• ••• ••• 1 1 R E A R E L E V A T I O N SCALE: 1 /e - 1' - 0' CITY OF TUKWILA APPROVED FE 01992 Fir Cr' .:. CITY (l: 11 P:,;';':! A NIA 2 1 bI PERMI1 CENTER P 1 0 i A ra Jomm s. as 01Mon , ►Illltlll * aim NMI 1aww1 P 1 0 i A sic wow s. as , MR. & MRS. RAY ELLI SON RESIDENCE 0 M CD • dl a ►r >t vosu m OCt 1D/24/91 —' NO. 1 7e' 3' 14' 0' e4' 3' 4 12' 10 -1/2' 45' 1 -1/2' e' 3' 211 0" ICI lilt ROT III EAMY, 1' }y:„ 8" io a 4" COIL 1Aqo -6e ID.DED lilt 1E11MR6NIL POLY MR RETARDER ON4 "GRIM. BASE S' ` To oath b N D A' 0" ,.. 16 "- sur lo 4" 01: SLAB__ tL INMAN S DNIL POLY vn maa* ON 4" GSIVEl SHOP 4, ELEVATION +24' ABOVE GARAGE a 14— flirt `"2) 30'5124" (*IM RE ACCESS f ¢ =1 6" OUTSIDE AIR DUCT TO SEE DETAIL 6 9d6 . 4 SEE GAS DETA IILL66 //S GAS LATER NEATER b a. b z 4 �E-- RV PARKING ELEVATION -12" - BELOI GA 4GE 4I 3'Thk 1 64 POST a 6x6 POST • 8" THI ►'a 11 SUB IP I/2 CONT. 14 R1 FOOT US ( QU-LM 5- 'kfr" S4FV5 OR GLU-UM 6-3 4'1/4SI13) 1/2" (24F -V5) 7 ECM -/ FOCKET, TIPKAL GARAGE 404 tU•4 16-3 jf' xt" (24F-V5) 11'00 ' OMEN DOOR J i 16 517' MAIM DOOR 4x12 1f j2 6x12 If11 1' I3 -1/2" 1' 1)-1/2"-IA 1' t- 2" � Y b ►�I • • 1e'21e'xe' b MOM, CAL J s io N 094 to00P %MIM) toot 7 heel Ccose1Q . 5' 0' 13' 0' • • 0 rot" NET NEM Vac, lrlet CRAWLSPACE • e" • L 8 MIL POLY VAPOR RETARDER LAP JOINTS 12 6ii w/ INTERLOCKING/ 4f, FOLD b 8" 16" > , .. X 5' O' 15' 0' fa 8" tD•yt 16 311 A' o" x 20'0" >.< 8 3" BASEMENT FLOOR PLAN FOUNDATION PLAN FLOOR FRAMING PLAN SCALE: 1 /4" - 1' - 0" CITY OF TUKWILA APPROVED VER 61992 FLC:; ray I). ,i.,LMA oJUV 2 1 11 PENMITCENTER idwald Jana 01fien 11/1111/1 iligrus Isti was ow saw to alli 71' 3' 14' 0' 64' 3" 12' 10 -1/2' 45' 1 -1/2' 10' 1' M 5' 0' 5' 1 -1/4' >N 5' 4 -3/4' 11' 6 -1/2' 6' 0-1/2" 5' 6" 6' 6' M 6' 3' ---3 a3/4'M 3'414") ' =O San i 1 4040 SIX b M M ' x Wats NW attwNit ad COED 5' WY2" TOO iiiiii -rive ---- T Mg b *V b b 0 tfrL4t $3e SLDR Ms BEDROOM a L i ©• - r` y • 11 ,77 BROOM z 2/4 C: - .. 2/4 (� ELE IU& FAN ®l • r0 11 • .1101 DETAIL S % SIEfTS ' I: l l 3030 MDR T- .�� ow oVDq ® 111 PI r' XE -J d Iooa44. IL r• lb S 2/4 5/0 8F a F 1 L 2/6 ' y r 2/6 , I i 'x- 6 ;e '� I` 2/4 -- 2 ' V" 3 ' 0" 3 3- " T 16" 3r3: 2" • 6 1 311 „ :goso 4' d' 4/0 4/0 BF - - -- DETECTOR g> MASTER MA fr BATH 33F 6 1 11 3 _ 5 ` a r;7 11 � 2/6 2 DOIAMNi 6' 3- 2" . g g lor :1 4' tit" 5 1 5,1 R/ J ii 4' All 1 Y 21411 413_'21' 3' 911 ; x - 3' �y211 [ • �, 1L_ 2" '� --- ZERO CLEARANCE FACE U DINING 4'0" 3'6- ROOM 0 364(41 _ - Mit C.50.40/, "' - - UVD4G ROOM m . 3/0 Z •7 MASTER BEDROOM 303o FIXED L b RAN. b 2„ 4 'ME 111 1 4050 C>i117<b 'T •1 =" K b 36' NIGH OPEN RAIL UPPER DECK D0� Ii 4 RISERS 14 RISERS 36" HIGH RAIL 1 MELT ROOM h n 5' }y2'1 I' 0" 51 t 1-y2" I, 1 ° b 4050 CSMT 4050 CSMT r 5050 CSMT 5050 MIT 1 6' O' 3' 6' 1 0 7' 0' 4' O' 5' °• 3' 6' x 4' 0' x ) ( x 13' 0" x 5' 0' x ) 15' 0' r x ) r 1 3/0 3/0 ; K.. L-- WATERPROOF MEMBRANE DECK 1 3060 3060 I . FIXED FIXED COVERED f LOWER DECK Z WATERPROOF 11148RANE 362 INGH OPEN RAIL 1$1 011 1' 011 20' 0" 1'O" 36'011 6' 3" F L O O R P L A N SCALE: 1/42 a 1' - 0' CITY OF TUKWILA APPROVED FEBvi 1992 a « '4 • ! • 15ulI.D1NCt town Maims: R.e: VIApp, eiRkstemssce. geounzemeirm OF else 'b'P•C Pte D4Waw FINS It wisp K ma% LocsylON. Cet.Rptpbt IAu. MWMTA1W do m. f WS0C14 a14 IHSTA AHD /TA INFba11A0.1toM 'yatAiu.'d! 444141.,s1,(48. plmoi II$S'r'ecjte. WAIF: V, t.A.G.C. Imes ; -1 am) s-2, • Au- telti aos '64441,,(. tse. Lbc>at& Ge4T044, (,an/ 4, t.49 1 1 kw' 1'l-NIoi I CtNtER =O San O'Pfta * Wats NW attwNit ad , T 38' 0" BEARINO —3 STUD WALL 12" HEEL 12 e(— 20' 0" 18" 12' 12 TRUSS TYPE 'D' 37' 10-1/2" 1 12 12 TRUSS TYPE 'E' 13' 0" 12 k 22' 0" ROOF TRUSS TYPES SCALE: 1/4" - 1' - 0" 4" 18" FILLER WALL AT FALSE PILASTERS • 1x4 Q qLE END BRACE T 4 0 O.C. MAX, TYPICAL PREhUANUrD TRUSSES • 24" 0.0. (TRUSS TYPE '0') 1 2x8 • 24" o/0 FALSE FRAMING OVER TRUSSES GABLE END i AS 1 1 IDGE L C • N • 1 1 0 GABLE END 1 ■ 0 o off r►- r • 2x4 SALE BRACE AT 4 0 O.C. MAX, TYPICAL LEAN 1 h. L �Cr PREMANUF'D TRUSSES • 24" O.C. PREMANUFACTURED TRUSSES • 24" O.C. (TRUSS TYPE 'E') (TRUSS TYPE 'A') NOM • ROOF OVERHANGS: EAVES 18" GABLE 18" • ALL HEADERS NOT CALLED OUT ARE 4x10 HEM -FIR #2 OR BTR R O O F F R A M I N G P L A N SCALE: 1/4" - 1' - 0" 0 •r, • RIPVE r;1-1 2x4 GALE END BRACE AT 4' 0 O.C. MAX, TYPICAL CITY OF TUKWILA APPROVED rte i 1992 ring 11 ,JY2111 pawl rCENTER = James Mon MIMI? blits mith a WS - MI NI _A BAF End SCREENED VENTED BLOCKING CONTINUOUS --1 GUTTER ON 2x8 RS CEDAR FACIA COMPOSITION SHIN S ON 18/ FELT OVERA 1 2 COX (CC OR BTR AT EAVVES) 12 Zx TFA FIIAMINO TRUvtt F• a?I% y PREIIANUFACTt1IEO TRUSSE • 24 o/c se 1M'Ah Alkylso .A4 401.5° 11111111101111010.._ t.t�t.,L,AL, aAtt�ttst�tAtA ob. • Pr'. arsItticele,e warAttessite R- 30INSULA110N, TYPICAL 5/8" GYPSUM BD AT CEILINGS FALSE BEAM MONA VINYL FRAME —9 WINDOWS w/ INSUL. GLAZING STUCCO VENEER OVER —3 TYVEK VAPOR RETARDER ON 7116" WAFEWD QN 2x6 STUDS • 16 o/o 1/2 "x10" ANCHOR BOLT 6' o/c AND WITHIN 12" OF ENDS Iil1*$r& TYPICAL FDN WALL —3 REINFORCING: • 16 " VERT /4.16" HORIZ Cl SLOPE 1 -Siras 01 1 1.1 SLOPE SLOPE 1 BITUMINOUS DAMPPROOFING, TYPICAL CROSS SECTION A - A SCALE: 3/8" - 1' - o" SLOPE I1- SLOPE Ci 4.SLOPE 1 t L ROOF SLOPE 6 IN 12 R O O F P L A N SCALE: 1/8" - 1' - O. (0'31 b 17 sc_ WATERPROOF ECK MEMBRANE w INTEGRAL NON SUP SURFACE E SLOPE 1 /8 "/FT MIN. - \— 6 MIL POLY VAPOR RETARDER, TYPICAL AT CRAWLSPACE 12 .� THIS DIMEISION IS CALCULATED WITH A 12 HEEL AT THE OUTSIDE PLATE OF THE SCISSORS TRUSS, VERIFY EXACT DIMENSION WITH TRUSS MANUFACTURER %Ba "DIV. No1E C R O S S S E C T I O N 3 a 3 SCALE: 3/8• - 1' - o" BITUMINOUS DAMPPROOFING, TYPICAL CITY OF TURWILA APPROVED FE :` 0 1992 d •' ,. HCC"; 1 CITY f i-• 11 '. nILA NO 2 1 tul PERM r CENTER P i. A I 0 0 Jaws iINION N. In Olkin AIIIIIIII * was NM IN SW NI _A P i. A I 0 0 iINION N. In MR. & MRS. RAY ELLISON RESIDENCE 110. 5 r GENERAL NOTES 4. FIRE I-' ' 4HgaD . ROY A 3 ' ., ANDNO pg, RAID. IIMT ATIICN LAOITIONEAa - ANIE IlA h MT IRE SEEDING NEAS TO "IN CLOE MOTN111r TO RAINY. - IM71E MICRO IN INN ROOMS MAY E LOCA1i4 oN THE PALL OR TIE 1214.1111. - MUCKS 10 SYSITh E H PO DV%ALOY II 111111/471111D1110 D 1111% tether OYEIId4 er MOTECT e. NAOt0011EC1 ALL DETECTORS. I. MILATION RIO MN OON9ERIIATION CRIIDIIA: 1. INSTALL MTT BLOIII OR RIGID IOIYM IN1uAT NXI AS APR. Nyla.E IITH Nino 1" /10 Nun fun was I omo ON manna. Ml wTFAW.S NO Nl I�ONIAIIP !PALL MORN TO THE 111 MINTON STAN � .( 4(�" PERKIER) W15.1 CAL ATION NET). -WAND 911 8.20.00 -MATED MS R■0.00 2. FIE MT ITN REI II IIEINTITS FOR O OMD I111LAT ION A. ITT NMI MI PATES 1110ION 9M1 IMVE NE %FAD MT N NOT DEEMS 25 410 A SDI ODOM' MT MN 450 PEN ISM PER ER A � #43.1 (RA LUST IC K6ILAT O 9NEL COREY B. ALL I TION MTERW.S ICON FACINGS 901 AS vat awes at Knot PMFEAS Ilan 11111111 FT:OOA- CEN.NN oat 9MLL LMTNNTRS HIVAF ME 9 ADTNINSDN&ID S COO, TO MID 430 INN TESTED IN AOOO DVII 11TH LIC STNENO 2.1. DIM 1. FOAM PUIST IC INSQ.AT ION SILL CORY UV %CT ION 171. 2. MIEN SUCH MINKS NE INSTALLED IN OXFAM PACES OF TYPES LIMITATION CO MISMIXT Y10TTO FMIIS PI MO NO NKED M� FACIND IS DOMED IN SUBSTAN! W. 00NTACT 1lfs THE woo SIMILE OF TIE CEN.NN, FLOOR OR WIL FINISH. kW - IT Mfl «A1 NTWO 3" I PONE .5" D NME1E11 - ALL M111111 IN N. NN TO ONLY 11TH IN It - N AN IPIINIR A2N1 Q. TO E F* IIAJE) NO INST P MWMFACTUEII ! SPEC W $CAT IM I . NNW IAT $ CALM IONS TOE AIM MAE AMONG OFW IC IN. ! . - ATTIC AOCE.Si TOE MIN W' X X" WITH 11 30" ROM. UWE IN HEADILY AOCDNTV M. WON a . R AOCESI TO E MINIM 0"X24" FEN NIN 2511 c 1TTH UM FUG QAAAIICES OF 0" MINIUMAT J31 NO 12" NINON AT EAMS. - ALL 1011 IN DNECT OONTMT 1111 0:10ETE TOE 11130.1E NAND OR OF FOINTION Wa WA TO NSW MY. 3. WNT NATION AIO 1119 EIIAIE�OIIS ENI IREtORS: - NM ATTIC Ir. SPACE VOR RAT NlN PE1t SECT TUNIS NO 25 SPECEMLY. - INST ' A AN E S AIR OM ES Pfl IBM (VENTED 10 US K II ALL M1H, UIN.ITY, NAB NOE bM Bali /INDQIIS PIOVNIED. - MTHROO S NMI fl CLO1T, UVATORY OR A COMNNTION OF BOTH MY E VDRIUTED 11TH AN 011 178 ECIRg ATIPN - ALL INPP* ROOMS TO IOW EGRESS IN wawa 11TH - M TES NNF 9l V MQOIIN ma ISC SID •47 -14) 9NLLE WED ONPALLSOILYOFTWSNOO Sae BANKS QL PATER Q:OET SILLS. - SE!C110115 . ALL BIER AREAS 9NLL E FINISIiD 11114 A 9001H M1ERW. WI AS CEAWIC TNi, MUM CEMM OR APage COAL TO If I111 OF 70" NOTE TIE DTIAW NLET. THIS Mt1DtML SILL BE INSTALLED MAR A MIa TAI MOT ADVERSELY METED N MISTIME 101 AS M1Ot IESISTAN! POST MONO. - FIE PINTO OF CIE no ION NO GARAGE IS NEW_ ED PER ETNN d Alto TIRE 58. - F IEA HFIVTM MUM NO HEARTH DODOS SILL OOMP.Y 1M SECTNIN 3707 )1. MANUAL SWITCH WHOLE ,' FAN 24 HOUR TIMER 6" DIAMETER FRESH AIR DUCT FROM RETURN AIR SIDE OF FURNACE TO OUTSIDE FAN —y FLOW DAMPER SET TO ALLOW .35 ACH MIN. & .5 ACH MAX. CENTRAL FORCED MR UNIT MOTORIZED DAMPER INTEGRATED VENTILATION SYSTEM SCHEMATIC No Scale MN LAM NO ammo SOIL EMNL_ P LICLO �ONI01 SOIL FLOpt: 10 r'ooluAlww 1!► LAiE LpID, 10 Ii I�u 1100F: 25 P1L10S MP LIVE LA10 ,1 IOIAOS PW DEAD 0011111NN,T NNI RB21IIE113f 1. T A. INIEA� - OMEN: 3000 PSI AT 21 DAYS - IEINFCACNN MR: A$W4S$ ONE 40 - AIOEXL MA: .5 HOI DIAIE10 N 1 INCHES LOIN al-1307 IMIE>0ED 7 HOES MINIMUM IN FOIIQITION WILL 110101111ASO NO WI ON EACH 10LT. DICUr - ALL FOOT . 0 $EST ON WOISIUND SOIL. - INSTALL WS EACH TAY IN TILL FINAMTNI 1 GOWN PMDS. - PROW ICE MEE NgMIO, WITS, TUMPS, M. AT ALL POST i s IC NO P06!/MIW OO Ir 10114. 2. FRAMING A. MITERW.S: GAMER TYPE MI GMOE UNITS IN PSI) - MUD SLL: PREEN 1WATW d4X c: Fb■OOOSJ111Rr75f •1•400,000 ENS 1 STRINGS: F 050 f w7O (• 1,300,000 /DOUG-FIR lb BE 1 STRINGERS: ,in4S j.1,J000 400114(IR 110 4x : Fb• 1005/ MN f w95 A• 1,100.000 BEMIS 1 STRINME: 1350 fvBSA•1,I00,000 •OOIM4IR SELECT SIRUCTWL• 4x 10101: Fb■� Fw95, E ■1 BEAMS 1 STRINGOlS: Fb■ , Fv45, E■1,IOO •tLLE LIMITED EAMS. 24F V5 DF : FI•2400, F•135, E■1,$0OA00 11 11 A0o 2x SOLID BLOCKING 4 t �i OA W i� i�i�i i i i 1. POST BASE 4�PO T gre: O ET EA.SI SEE FDN. PUN FOR BEAM SIZE • 1 • AM SPLICE) • LIIlI fl' !I N 2 � EACH WAIT TW. i SEE FDN PLAN FOUNDATION DETAIL Scale: 1" a 1' — 0" L • a woo 1 B• 01 OMO VINO IMAN E t VAPOR VAPO STUCCO •E301 2x RNA JOIST 3/4* AD IMENT E SHEATHING 1 R -19 BATT MSUU110N VA. TO WARM SIDE 1P' DIA.x10' ANCHOR BOLT IN TRVD PLATE 14 •1e o '/cHOW. N •AILC o/c WRT., 4 MIL VAPOR BARRER, RUN UP WAIL TO SILL PL 440 NHT UNE FOOTG DRAIN 4 I#RF R FAl j4 BM CONT. 342" FOUNDATION DETAIL 5/e' .TYPE 'X' GYPSUM BD. Scale: 1" I i - ON 3/4' T&G UNDERLAYMENT GRADE SHEATHING . 4/L9L ZX4 &IV % (Nis cowo ) li11lI III!) 11111 3-112" at- 1 R -19 BATT IN' BON V.B. TO WARM SIDE c16ern HOR N. 'o /cMT., 4 MN. VAPOR BARRIER, RUN UP WALL TO SILL PL t B' 15' FOUNDATION DETAIL CONT. Scale: 1" - 1' - 0' MEDIUM MO SHAKES OVER 301 INTERWOVEN FELT (1x4 WACEQ SHEAIH'G WIID SIEIIIH 0 AT OVERHANG) B� SCREENED BIRD BLOCKING METAnL GUTSIER\ 24 FASCIA 10 12 TYPICAL ROOF DETAIL R -30 INSULATION - AT CAPING BARRIER 'JAI. 4ft1/,t. Scale: 1" - , - 0' 'lllt'kr,1. 24 STUDS 24"% 7/1 PLYIID OR J716-' O.S. BOARD THING WADING BARRIER VAPOR STUCCO VENEER Ie 1/2' G.W.B. MI BBAONN i_ 3 /ABU YMEIIT SHEATHING R -19 BAIT INSULATION V.B. TO WARM SIDE �Il1 1!1 11 31,1� UNE 4* OOT'G DRAIN 1 GRANULAR • 11 1/2* DIA.x10' ANCHOR BT 14 1RT'D PLATE HOLD_ 1/A AR 4 MIL VAPOR BARRIER, RUN UP WALL TO SLL PL µ BAR CONT. 3-112" 15' CITY OF TUKWIU APPROVED Pte 1992 FOUNDATION DETAIL Scale: 1' - 1' - 0' CITY i' 1 NOV 2 1 LJJI Poihil r CENTER war Jana (Man /11111111 a IN NI NI MR. & MRS. RAT ELLISON RESIDENCE The O/23/91 1111113 NO. 6 I USAWIntl TITLE I J MR. & MRS. RAT ELLISON RESIDENCE The O/23/91 1111113 NO. 6 1el2L"upt !" 13W Wa tin At ar,w WI I • Ara n • r1 timapostot -11111Pgr ''�►" Il d law ruIPIABISIRINIn i c III ■al n% VICINITY MAP TEMP. "V" DITCH (NTS) Se „AC PUatR: MINT -OF -NAY use 2- TO 4. QUARRY WALLS OR CRUSHED ROCK FOR SURF AS SHOWN. NATE/NAL WITH IRAS' M NOT ACCEPTABLE. TN[ *swum co Wait TO sAyRE NOT RENT -OF -WAY DA IITE =r42tmr TEMP. CONSTRUCTION ENTRANCE (NTS) NIP tIVATION b, 100*1 OP F • .. s• Dseiwity TYPICAL CROSS SUCTION SILL FENCE DET. (NTS) SAGKPE.L Sal MAX 4" PSRPOPATED GRAIN PIPE PIA aIAVEL '2 MIN 12 • MA. EACMf4L 2 1 MAX SLOPE CONCRETE SIDEWALK MN CONCRETE PERtORATEO ?fl••N PIPE I'f A GRAVEL ,2l L, GAVEL ROCK RETAINING WALL (NTS) •_i •F•MLCN APT I_c :- ou.e At :AWE V1141%..„, s. • .• =•61..C. Devi dw- SECTION A -A 1 1 GENERAL NOTES: 4' ROCKERY DRAIN TI*$TAL 4F PVC M.L. ROW:T /OOTINO AI�I TE 14 le eta TEMP. 'V• DITCH PER OCT, 132 1*. — . — — - - • . • • _ - -- • INSTALL. TEMP. MIRAFI FLTER FENCE PER DETAE PROPOSED CONC. DRIVEWAY INSTALL, TEMP. CONSTRUCTION ENTRANCE PER DET. e EX. e' WIDE SIDEWALK EX. CURS IL SUTTER .22 ZO 12- 10- ,AA SANITARY SWR. CLEANOUT ca inag 427P or Cr 0) 5 M EX. SD 12' EX. CB s • • • • • • • vir se- - -fx. as &,r r4e.r At / car r7-44a . ana as es �ss1 RCI s x 12- " 4 " 1 7 2 1 _ - O REW►N Y •Ex. Si ilF -- - - - - - -� INSTALL' TEMP. SET FENCE PER T. .T _J EX. Ca PROVENE CS- PROTECTION DURING CONSTRUCTION Se d CONSTRUCT 20' MIX DRIVEWAY PER DET. EX. e• SAN SWR. • EX. It 33rd AVE.. $0. LEGAL DESCRIPTION: LOT 1 AS DELINEATED ON CITY OF TUKWILA SHORT PLAT No. 85-03-SS, KING COUNTY RECORDING No. 85040810 ALL • • SHALL a N ACCORDANCE INTH WAMAKD - TISM M MUNICEML RISC TIOSKS CONIMMICTION' PRSIMIN• S► SSIMTON STATE ~TM MMINICMI MSC OWN, MISOCMTION. 1101 SSW ISNIAI ANO CITY Of TMIYIRA STASIS AND SPICMICATIONS. 2. IT IMAM. R TM OONTAACTas NIPOM N:ET TO MOT/CT IN PLACE Au IflI1TNS ANNOIN 1PMICTIA/1E. MOMS MOWN OR NOT SHOWN ON MO MAN. SSW DS TO oPIMTIMS MALL R SAW. AT TS OONMACTM's SKPMSE. 3. PROVOS AND Met TSIrORARY PIS MSC SILT MCI TO MAIN —t—tt- LAONI VMS. a0. NOT Mil TIC MOST SIII. TNI MONTH♦ MOT R • OPMATION 1110a 101 MAWS ON 0TNIN CONSINIECNON MO III MANTAIN.INITIL COMPN{ICTN IN MO LMMCAPM AM OOM .n AND POTINTIM POI/ awns a--_ D 1 HAS MOM. AS OOMTMIC•10N f0WS000S MO SNP US MSAMINALI COM/TIONS SCAM MOs SILTATION caIlma PASUTM MAY R IONS To MIAs'OOMIEan ataoM coma ON no .._..u.. ROST. ••••••• MAINS TIN Ma Of CONSTMICTNk• R SHALL • 11111 MOMS MO CIMATWIST 11W THIN WMA1111TOmeoIws MAT SI MOMSWA Pans MIN AN 1 RS. M MAN R NEMO TO Par MM Sr . t. TM I t*L SIAMt R PNACSD SO W LLY CUOMO Oar a 111E PAPS N MVM, NRM MIM SSWIM OP Eat NOW a'1• MAISWIM SPIN Or I CINW a•1. r WSW SAW We 11•111 OpSSIIMOW IArSEE SPIT INTWID POO a101 rI SPN1111 IM ISMlipiseL MA_ .v IIS NIL BAS IL OI*L M aaNE M IEIOSN 11N STD. RESIDENTIAL CONCRETE TIMNN� + "wNr in «I'"�� AA,IS a, MATWIWS SNAIL MT SS A'IN A MNNIS/AS11 TO MM ONSM I s►A SMC. 141.3111. THSI OINK OXUS IS SAS nee Of 1141 1•1101 SIMEON Oa TM TOP Of /NI IONISATION MMINIAL• AS Ea M RACSSMEt AND COMPACTION Of QSSMIIM SWIM MATNMI TO MEOWS SSW SO MAT TIM OMNI LSNSTH a M WI MI L SI WI PIEai*ON A OM LY SOW METWINSSAW IP /III OWNS NMMALNMISOTTOMSPMOWr1CHWITS TNS .ENINSI NIS I N'CAVES MAIMMU.. TM PSI SSW 111E PINT LMT OP WI MS MAY M OMPR'SO INWOOD n MATwAL w VW SOTTO* OP lfd MOO • 1.000•.. INSIM04 MO OOEIMACTSD TO POW A WWI INIVISSINCI MSS. S. SMUCTMSSS SHALL NOT N PII/EERTIa tA11MN Italian or TIM flea Laa OP ANY STORM WSW P/IM. OR I S.SS PRT PROM as TOP OP TINS OWES, s'ia. 7. 1NEPALMOP COT AND MA. MAWS ISMS. OMIPAMMOMNTANNIT00ana0. SOOT SROWON. THIS MOM MAY OWNS W M ISCWKI 11N PROTSCNON FOR 11a SLOP. MALL M IMTMLa M SOON AS PaaCTKIA AM NS TO mums POs * ll APPROVAL. IMOMO OW SUM a NOT .IIa1ECT TO an NO TO 110 vistalarra, OIIAMCTM Of MI stsa. INCH moms NN MAN. Neat►.. • t Even raN.29Mt 91Qrt1A' 'rr �1 EX. 8• SAN. SWR._, \— EX. SS MH AwpOw "Wye LEGEND: EXISTING CONTOURS PROPOSED CONTOURS EXISTING STORM DRAINAGE EXISTING SANITARY SEWER PROPOSED SANITARY SEWER PROPOSED STORM DRAINAGE MItAFI FLTER FENCE TEMP. CONSTRUCTION ENTRANCE TEMP. •V• DITCH ROCK RETAINING WALL ------ - ----- = =43 0 po o CITY fEC TIryIK1 nt A JAN 291992 PERMIT CENTER lie rghau sen ConuItIng Laid Plansing, Survey t ng Irseieiirh Ana .' ' 18218 72nd Ave South Kant, Wash. 0100 (20S) 281.5222 pals I -IS -fit Doaasna Ag Drawn 8_ Chsckss AS Vortical NIA. Ray llison �� said Pi. s. Tukwila, 7N��4��ty01�1A� Titis : Grading, Temp. Erosion Sedimentation Control & Utility plan APPROVED PER PUBLIC WORKS . MEN —Stalk at dr—e 'I Ag.d 1 HYDRANT DETAIL 4 - 13 STA 1 + 30 1 - 11/4" NVO NVDNANT 6 Acc.•INJ) 1 - 1" x 6" TES (NJX1L) 1 - 1" PLUG (NJ) 1 Lr 6" D.I. 2 - 3/4" DIA. TI! RODS 2 - CONC. GUARD ram COMCRETS BLOCKING (ML[EY View Mars sh00% t 3 4 I i NW 1/4 & SW 1/4 SEC E6, T23N, N4E, WM. MYDRANT DETAIL 4 - 13 STA 2 + 14 1 - 51/4" NV HYDRANT 6 1 -1 "x6 "TES (NJ X 1 - 6" GAT VALVE (rL ! LP 6" D. 2 - 3/4" 2 CONC. Gc roots A. TIE RODS M .1 (NJ) r1. x7 NJ s STA 0 +34 1 - 1" 100 BEND (NJ) COMMITS BLOCKING 1 MOTS Ix. FITTINGS AND CUT INTO SX. 6" D.I. 6 6" AC 2 -6 "TES (1'1.) 3 - 6" WITS VALVES (MHO 3 - 6" ADAPTORS (MAW) 3 - 6" IIJX COWLINGS 1 - 6" 1LINO PLANS 12 L► 6" D.I. COIICNSTS BLOCKING 6" DI IN STALLED SY WD 07S IN MAY, 1981 STA7 +02 1 - B" TSS (NJ) 1 - 1" FLOG (NJ) CONCRETE BLOCKING &flit sari.13ELEc ELEC • 2 4 I 3 VALLEY VIEW 010/14E5 &LOCK / ...____CL__ CbNNECTTTTOEXEX. 4' 1 -,8" x 4" TES ( FL) 1 -'4" GATE VALVE ( LXNJ) ( 1 - 4 w 90 • ENO ( ) /S 1 - 4" FLEX COUFLI 1 - VALVE NARX11 CONCRETE BLOCKING W6 "AC --rn 2 WA COIICRITZ (NJ) LOCKING STA 0 -113 • CONNECT To Ss. 6" D.I. 1 - B" GATE VALVE (NJ) 1 - 1" x 6" SEDUCER (NJ) 1 - VALVE MARKER 1 PLAN 4 'aSO' :143LF WWP :/ ••tub x.4"AC Erni '� $ . ......... FING[ RECORD DRAWINGS WATEh DISTRICT NO. 76 BASED ON IN:ORMATION FURNISHED BY ThE CONTRACTOR BY DUA NL DATE _Amin (5€4012 5 OUTS /DE OF KEY) CENT= IRE OMIT= 9NO8S0t0011D Iiin S!!E! AT 1- 600- 4106-!!SS 41 SIMS S -S We DBSOSSO. • anSs #s > T$ 10 1 In 01. ........ ... a....r. . • a, • 4 • • .. r • 4 • 4 .•.... • ... ..! • • • •r • 1 ! 440.41r E- No LF Cad. la' 240 • .4 OHMIC LiII• t1I' CI•I' LZ I' L7I CONISIJLITINO t140121fly 11000 MAIN ST SELLIVUE. WASHINGTON 98004 TELEPHONE 1206)612 5300 WATER DISTRICT NO.75 CONTRACT 83 -3 1983 WATER MAIN REPLACEMENT prirreirrni SCHEDULE B 53RD AVE. 8. 8. 166TH ST. TO 8. 168TH 81. •HUT NUMSMMI litopit MEM AMMINUM Edward James O'Brien emiffannie MEM? FABRICATED SHEETMETAL CHIMNEY COVER (TERMIATE CHIMNEY 2 FEET ABOVE ROOF WITHIN 10 FEET) 454 Sevciteeztth Avenue Southwest statue Washington .12221,22M2■2212M222222 206 244 $44 COMPOSITION, SHINGLE ROOFING CEDAR RAILING AND TRIM TYPICAL., r =111111== RIWISION DATE r 1." FRONT ELE 1 0 .21.0.101111■11.11....1121.11210.1111.112. SCALE: 1/4" = — _FILE COPY 1 understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of contractor's copy of approved plans acknowledged. By. a2, Date Permit No 112221.1212001121.2 A.112..2.112.20212.1M.20,. 111111111111 .2212221■2211111122211122111011111 r2222222.22,22124212•2■22 1. 1 CITY OF TIM'WILA APPROVED rE.:0 132 RIGHT ELEVATION LEFT ELEVATION REAR ELEVATION DATE: 10/24/91 12.11122112.21•21.2112,2.2.2,222111.3 SCALE: 1/8" = 1' — 0" SCALE: 1/8" = SCALE: 1/8" = 1' — 0" DING DIVI-STON sun NO. • NOV 2 .1 PEHMIT CEN188 1 :11 16 THS If4r•H " 1- I I— I I ,I=IfIg1.11" 4 5 7 2,22 . ,A " _1 t NOT: If the inicrofitmed document s .ess clear than this notice, it is due to the quality of the original document. a 9t .91 et Et • tt cm, 6 •j6.1,1jj1 111.110.11ji .111111 111 RIWISION DATE r 1." FRONT ELE 1 0 .21.0.101111■11.11....1121.11210.1111.112. SCALE: 1/4" = — _FILE COPY 1 understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of contractor's copy of approved plans acknowledged. By. a2, Date Permit No 112221.1212001121.2 A.112..2.112.20212.1M.20,. 111111111111 .2212221■2211111122211122111011111 r2222222.22,22124212•2■22 1. 1 CITY OF TIM'WILA APPROVED rE.:0 132 RIGHT ELEVATION LEFT ELEVATION REAR ELEVATION DATE: 10/24/91 12.11122112.21•21.2112,2.2.2,222111.3 SCALE: 1/8" = 1' — 0" SCALE: 1/8" = SCALE: 1/8" = 1' — 0" DING DIVI-STON sun NO. • NOV 2 .1 PEHMIT CEN188 1 :11 16 THS If4r•H " 1- I I— I I ,I=IfIg1.11" 4 5 7 2,22 . ,A " _1 t NOT: If the inicrofitmed document s .ess clear than this notice, it is due to the quality of the original document. a 9t .91 et Et • tt cm, 6 •j6.1,1jj1 111.110.11ji .111111 111 .nrXs�s. �i e:d' } "i h-e i"..+k1n< �`iPk' ?�ti .Y.'✓tL�.iN7 F'+a 78' 3" 14' On 64' 3" 1210 -1/2" 9' 7" 10' 6" 5' 1 -1/4" 45' 1-1/2" 5' 0" 11' 6-1/2" 8' 6" 6' 3" 10 -3/4" 314-1/4" 5' 4 -3/4" L 4040 SLDR 4040 SLDR rrtrr`_hrav COVERED PATIO BEDROOM 3 LCD p A SIN Dw KITCHEN P- -'1- 4' tss DINING ROOM 36 "NIGH RML ZERO CLEARANCE ---� FIREPLACE CNI mg/. Wora.reA LI DIG ROOM 3030 FIXED' 36" HIGH OPEN RAIL 4050 Cg4T- V in UP DOWN 4 RISERS 14 RISERS 4050 CSMT 4050 CSMT 5050 CSMT s 5050 CSMT FAMILY ROOM 1' 0" TYP. 3' 6" 3' 6" i'0" PP. P' A 0" 7 0" 4' 0" UPPER DECK 5' 0" 5' 0" 15' 0" 3060 FIXED FIXED COVERED LOWER DECK L WATERPROOF 7 MEMBRANE DECK 36" HIGH OPEN RAIL CITY OF TtUKWILA APPROVED 1992 1' 0" 1 14' 0" 20' 0" 30 . 011 FLOOR P L SCALE: 1/4" 0" ' II DING [) 'ISION s c' ' TaSYLN2EiviearsA OF 46)012.ce e t Fi , xtJAUC; Ft4-1S , hiereD AT MCP LocAtIoN. ca 'Toe. MAttot,tw SipEcr ' M (EEr F:ye. tsAcIA Fi1.14 ttaisr1 At> -rat's I tiFo rce)14 t. ,,,1e Diu ie., eLe. , %11.. °- - totZ; i V. I.A .c,c. IARIe ° i .4m) ;,6V 1 1 i i'tIM fCOI ER v'.. 11111111111 III I I�`f�Ili`II `iI II iI ! 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