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Permit D96-0074 - KENT RESIDENCE - NEW HOUSE
City of Tukwila �- (_, (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 004200 -0430 Address: 4811 S 150 ST Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: NSFR DEVPERM LDR V -N GAS 001 Permit No: Status: Issued: Expires: D96 -0074 ISSUED 04/21/1997 10/18/1997 Occupancy: DWELLING UBC: 1994 Fire Protection: North: .0 South: .0 East: .0 West: .0 125 Sewer: VAL VUE Slopes: Y Streams: Contractor License No: LAKELBI081J9 OCCUPANT OWNER CONTACT CONTRACTOR KENT RANDY & KAREN 4811 S 150 ST, TUKWILA, WA 98168 KENT RANDY & KAREN 4003 S 150 ST, TUKWILA, WA 98188 Phone: (206)439 -9129 Phone: (206)439 -9129 JOHN BREYER Phone: 206 838 -9940 LAKELAND BUILDERS INC, 35009 37TH AVE S, AUBURN WA 98001 LAKELAND BUILDERS Phone: 206 838 -9940 35009 37TH AVE S, AUBURN WA 98001 **************************************************** * * * * * * * * * * * * * * *** * * ** * * * * * * * * ** Permit Description: CONSTRUCT NEW SINGLE FAMILY RESIDENCE: 4 BEDROOMS, 2 BATHS, DEN, FAMILY ROOM. TOTAL - DWELLING AREA: 2220 SQ FT., COVERED DECK: 224 SQ FT., GARAGE: 1330 SQ FT. **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 184,628.80 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: JJS Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Cut: 10 Fill: 10 Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: N Water Main Extension: N Private: Public: r*• k************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 2,209.71 r**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Size(in): .00 Permit Center Authorized Signature.__ _ 1111 4 sB ate: 1-4- 011 -971. I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. Signature: Print Name : _ \Q1{/v_ Date4/AJ__C1_7 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. x .."=+00-•lik= CITY OF TUKWILA Address: 4811 S 150 ST Suite: Tenant: Type: DEVPERM Parcel #: 004200-0430 Permit No: D96-0074 Status' ` Applied: Issued: ISSUED 11/18/1996 O4/2l/l997 *****A****A******1(*********A************k******k*****A********k*******A**** Permit Conditions/ 1. No changes will be made to the plans unless approved by the Architect or Engineer and the Tukwila Building Division. 2' Plumbing permits sha7l' ei/ubtained'thrOQb the Seattle-King County Department.of:Pub7ic Health. Plumbing`will be inspected by thatagency, including all gas Piping (296-4722). ''` ��` ` ` �� ]' Electrical oerMits shall' be bt i d through the Washington State DiviSjoh of_Labor and Industries aricLall electrical -work v,/., 4' All h the Citi:of"Tukwila,' 5' All permits, inspeotionTecords, and approved plansshali:be strugtion:These docii.ments are to be maintained and,aVail,-- ablent11.'final inspeCtion approval is granted. G' Anye*posedHnSulatighS. backing material shall have a Flame Spread Rating of 2,5. or'less:,. and material-shall bear identi-: 7' AlionstrUction EditionY,as amended, AiniforM, Mechanical Code (1994 Editign), Q' Notify ,,City of-Tukwila Building'm1vision prior to ` placingyconcrete. This procedure is in addition req rem tS:for special inspection,::., 9. All ` to remain in placed uoncrete,Shall he� treated. wood.. lO: Validity of Permit. The issuance of a'permi or approVal.uf plan peuif�cat�Vns and oomp� ta�ion$ sha 7 not be con '�' s ` u ` / ' �� strued�t be a permit for or an approval any violation of any Ofthe provisions, of the building code orof any` other ordinance mf the jurisdiction. ]No'permit-Presuming to give authority to violate or cancel the provisions mf`this code shall .6.evalid' 11. VENTILATION I9!REQUIQED FOR� L ROOMS AND SPACES' OF NEW OR EXISTING BUILQOIGS IN ONFOWMANCF`WITH THE 'UNIFORM BUILDING CODE AND`T T VEW ILATION AND INDOOR AIR QUALITY CODE •:_:5l43 C' 12. There shall be no occupenc�-Of'-the'lzufldin8(s) until the final inspection has been completed by the Tukwila Building Inspector. 13. Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off- or into existing storm drainage facilities. 14 The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 15. Hauling over 50 cy shall require application for a Hauling Permit prior to any associated activity. 16, It is strongly recommended that storm drainage designs be certified by a licensed en8ineer; otherwise, the owner assumes liability for the design and any subsequent related a~m.m"a= 17. The property owner shall sign a Sewer System No- Protest Agreement for futu ■ugrade of the ex.istida cient s_v }- prior to the FPrrrdl Inspection. 18. The property owner shall sign a Storm Drainage System No- Protest Agreement for future upgrade of the existing deficient system prior to the Final Inspection. 19: The property owner shall sign a Water System No- Protest Agreement for future upgrade of the existing deficient system prior to the Final Inspection. 20 Owner shall sign a Proportional Faire Share Agreement for Future Street Improvements. 21 Applicant shall submit a recorded copy of a'maintenance agreement for the Fire Department turn around and access road. CITY OF 1'1KWILA Permit Center°` 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 Single - Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. Project Name/Tenant: Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) Values nf '- -•'-- Site Address: "W) I % City State /Zip: S c> /'5 i TUKS[. i -A 68/88 Tax Parcel 001-10c> Number: - L/ 30 — CO 0 Property Owner: R NL--)Le KENT Phone: 1459- 91g9 Street Address: City State/Zip: Fax #: Contact Person: I Phone: Street Address: 6 ooc\ City State/Zip: X71 I V S A uaiRN 9eXot Fax #: Contractor: LA1•5F 1,AND t vi L- .c,FCAS taVC- Phone: e3 3B - 9G)`-l0 Street Address: 35009 City State /Zip: -Q,-7 rn Au S AUt3VRN c't8oci Fax #: Architect: N R Phone: Street Address: City State /Zip: Fax #: Engineer: I\AnT EIvc'tN s;R∎ti- Phone: 9i-iL� - 8810 Street Address: City State/Zip: 9Ht?, 56'/1u j AuRURv∎t 98DOt Fax #: Ci - C - a(0(ti Type of work: 0 New Single- Family Residence ❑ Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure' ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) in Deck(s) - Covered & Uncovered ❑ Residential Reroof Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: .,/ 3 7 0 sq. ft. Dwelling a I—( sq. ft. Covered Deck(s) 8 1 9 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) , 08 For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling ' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVILPLAN REVIEW OF THE FOLLOWING: (Additional .reviews .shall be determined by the Public'. Works Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk in Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling 71 Land Altering: a Cut t 0 cubic yds. ® Fill /0 cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: Ise❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public bar Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public RECEIVED ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous PERMIT CENTER Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. CITY OF TUKWILA NOV ' C 19% Date application accepted: Date application expires: Application taken by: (initials) U4621/ SFPERMIT.DOC 7/5/96 ALL SINGLE- FAMILY RESIDENTIAL PERMIT APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING. ➢ DRAWINGS PREPARED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ 0 Complete Legal Description ❑ ® Certificate of water/fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ © Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ® Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ca Four (4) sets of site plans to Include: 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). Working Drawings El El Foundation plan and details RECEIVED CITY OF TUKWILA 0 Floor plan NOV 1 8 1996 ❑ ® Roof plan ❑ ® Building elevations (all views) PERMIT CENTER ❑ ® Building height Cl ® Building cross - section ❑ ❑ Structural framing plans and details necessary to completely describe construction ❑ ® Washington State Energy Code Data (Gas/Electric /Oil/Propane/Heat Pump) Forms H -15 & H -16 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ if dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent if the applicant Is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, .a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO. BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER' AUTHORIZEDIAGENT: :, :-" Signature: j ,O �l / 2 PAP. , Date: // //5 c ( / Print name: Phone: Fax #: Address: 35009 �--/ rh fl , City/State/Zip: A U et /R iv WO cl ecb( SFPERMIT.DOC 7/5/96 4 4** * *kst• *k *14i* *:k•k* *** * **• * *k* ** *kk ****. * *kk*••**k** **fe* **k * *�l•* ** *** CITY OF TUKWILA, WA TRANSMIT * *A * * * *k * * * * * * * * * * *:k ** * *oA *kic k *k *k * * ** ** * * * * *:k **k TRANSMIT Number: R9600510 Amount: 856.21 11/18/96 13:13 Payment Method: CHECK Notation: KAREN KENT 'nit: SLB Permit No: D96-0074 Type: DEVPERM DEVELOPMENT PERMIT Parcel No: 004200 -0430 Site Address': 4811 S 150 ST Location: LOT 14, BLOCK 4, ADAMS HOME TRACKS, 2ND ADDITI Total Fees: 2,177.96 This Payment 856.21 Total ALL Pmts: 856.21 Balance: 1.321.7; *A **A **** ** ** * *'k *** *•k* 4 ,4 * * * ****** *A****• ** * * *A*4.** ** 11 * *•*A *A * * ** Account Code Description Amount 000/345.630 PLAN CHECK - RES 856.21 7034 11/21 9617 ,TOTAL. 856.21 ,.,,,pr...,, * * *A* *,k•* * *,a * **••* * * **A * ** *ACA *k* * * *4,Ai * * * * ** * *A* * *A* AA* * *•k *�t * * * *** CITY OF TUKWILA, WA q -'��� TRANSMIT * * *,%* * * * * *�l * * * *A* * * * *A * *** k*'"'00•R•A* *** * *•*k *i� * *k * *•bti* * * * *s kA* ** TRANSMIT Number R9700571 Amount: 1;.207.25 04/18/97 16:36 Payment Method: CHECK Notation: RANDY KENT / Init: SLB Permit No: D96-0074 Type: DEVPERM DEVELOPMENT PERMIT Parcel No: 004200 -0430 Site Address: 4811 S 150 ST Total Fees: 2,209.71 This Payment 1.,207.25 Total ALL Pmts: 2,209.71 t Balance: . 00 ********* A***** A*'*********** i•***** * * * * * * *•k **A* * * *•k *k * * * * * * * * * ** Account Code Description Amount 000/345.830 PLAN CHECK - RES - 149.50 000/322.100 BUILDING - RES 1,312.25 000/345.830 PLAN CHECK - UTILITY 10.00 000/386.904 STATE BUILDING SURCHARGE 4.50 412/342.400 INSP FEE - STORM DRAIN 15.00 000/322.100 LAND ALTERING PERMIT FEE 15.00 97;30 04/21 1717 TOTAL 1207.25 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION !, J 6300 Southcenter Blvd., #100, Tukwila, WA 981:8 % (206) 431 -3670 INSPECTION RECORD Retain a copy with permit Project: Cc ;�l� �/ )6 t,'_G11 k G! Type of • estioa: ftI.iz1lc cam!" Address `i 1 of j Iz Date cal e : i 1_6_9 Date wanted: fi, f 7- Special instructions: p.m. Requester::h ti Phone No.: --,; G to Approved per applicable codes. 'COMMENTS: Corrections required prior to approval. IInspector: Date: , n $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [Receipt No.: Date: INSPECTION RECORD, Retain a copy with permit INSPE TI NO. ... CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 ofect: ' 1�ti 6 Yl Lk Type of inspection: L1 ate c II • Special instructions: Date wanted: _ -'-'• 1Ca—/_ I Requeste UA_ CM Phone No.: " CAC \LAC) Approved per applicable codes. K Corrections required prior to approval. COMMENTS: 6fe'' Inspector: Date: $42.00 REINSPECT N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [Receipt No.: Date: 102(44291TMEAN122191.4.04mMir trglr43P... ()1 INSPEC ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permL D96-0074 PERMIT NO. (206) 431-3679 Project: K..)„. n t nesIdence. Type of inspection: sphA Am: 16 0+11 $ + Date called: 10_ 6 ...q i Special instr6ctions: Pk) tIn4L Date wanted: i 0_ -j.. ,..7 p.m. Requester: 7011.;141'' Phone 19Ng ._: 3 5.0 7, CO 1 t7 M01 le- N. I Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1011/q/ . (500 tk\C-atkffLPIK. 1-A9.4&-ck _1), CO r•S 1,11--LL, Ct4 ri 6K- , m_..- . Com-Q.A cr( pd-1 k.04\ o. LLcQ oNSio -ikt .4) bA...tuiorie ul u.(274" • ; (*.421'..t w b (Ai WM ftA \ , L.A ,.L. L.t. ..2...., . • _„, au-o.) LI. I. ' A I ' 'K,' V(1) it'Ug ittlAileA S. 4)±"e.-fila. Inspector: Date: $42.00 REINSPECTION FEE REQUIRED. Priorjto in ect n, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD -Retain a copy with perm,... INSPECTION NO. • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 U16- 0071 PERMIT NO. (206) 431 -3670 Project:, Type of inspection: o Address: Irbil sl) iSzir Date called: 16/4 q7 JU7/ Special instructions: Date wanted: -a.m.- IC/2/07 p.m. Requester: j � """"T Phone No.: _g_u(r -. Approved per applicable codes. Corrections required prior to approval. COMMENTS: (MpLQ i-A4Lev, TAQ v i/x apridN `F (2 S` J 11A 4 SLI ( ()' Cc 644 CI JI 1 v L G istk. 11/`-k 'A.A4-4r, fitAmA 11.M.,4--liv,v e ck...AKA - b Qfr. kc &- kOk"' -� w 4 a ,Jr. ( , 4i , 'jc,tk S d _g_u(r -. Inspector: Date: to (I/ 7 ECTION FEE REQUIRED. Prior to inspection, fee must REINSP , P t be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. r Receipt No.: Date: INSPECTI INSPECTION RECORD Retain a copy with permit �- D9(0-0O7Ui PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 .(206) 431 -3670 -Project: Type of inspection: LA sb 41/4„.„.. I Address: Date called: 10/?..li? 7 Special instructions: Date wanted: L G 7 i� p 7 / a.m. p.m. Requester: Phone No.: Approved per applicable.codes. COMMENTS: Corrections required prior to approval. 401 nitum"( Pyiac60 9..4-x. • Inspector: Ai $42.00 REINSPECTION FEE REQUIRED. Prior to insp6ctior, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit Qa4-a7(7 PERMIT NO. (206) 431 -3670 Project: Type of in p eeZO'- 1am5Coki Address: Date called: Special instructions: Date wanted: /�I a.m l t�� p.m. Requester: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: r--/Cov. ii7sziedz;zai c,1-- %� s s4eifiai' CiA k 1- Inspector: Date: /el_��� [] $42.01 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 190, Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 PERMIT NO. (206) 431 -3670 Project Type of inspection <n eil Addres : Date called: Specie` nstructions: Date wanted: Requester: Phone No.: Approved per applicable codes. [Corrections required prior to approval. I Inspector: Date: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSP TI.NNO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206) 431 -3670 Project: ., .. /_'A . Type f inspec ' • . A :, `''........ 04_ Addres . Date calle -- Special?.ipstructions: Date wanted: ��� 4/7 Requester Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: $42.00 REINSPECTION FEE - EQUIRED.. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [Receipt No.: Date: J/ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit 40D‘.0)7 PERMIT NO. (206) 431 -3670 Project: Type of ins ion: i Ad�lres SO Date called: Specia instructions: Date wanted: 10--7-7 (a< r 7 p.m. Requester: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: d IInspector: Date: `vim $42.00 REINSPECTION FEE REQUIRED, Prior to inspection, fe= must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: 1L40 INSPEC NO. INSPECTION RECORD Retain a copy with perri`iii CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Project ame �� , 'Type of ins ii / s (J�) Addres . Date ca lel d: l Special Instructions: 1 Date wanted: �7 % P ell. Requester: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: n $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. [ReceiPt No.: Date: tnt J INSPECTI NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (206) 431 -3670 oject: 1 1C` Z._ if inspection: ∎Q :`S�x C4 M: Date called: Special instructions: A.. v��- to qme a.m. R@queste yy` 1. - ... .COPt Ph k) -agy0 Approved per applicable codes. COMMENTS: Corrections required prior to approval. II Date: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectionr" 'Receipt No.: Date: X20 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206) 431 -3670 Projeq -� pQ s I n / _ . „ orf �` "n u cz A Addrp3 sl i S , J5 O SL Date called: g 5 i Special instructions: Date wanted: cq�&, %5,7 C p.m p.m. . Requester: Phone No.: 3% r ";), Lv e►! Approved per applicable codes. Corrections required prior to approval. COMMENTS: Co: to i $42.0 ' REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. LceiPt No.: Date: INSPECTION RECORD Retain a copy with permit % 00-7 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 (206) 431 -3670 Project: flz-NT 1(', Type of inspection: i.lG S Address: ; /ill . . /S U Date called: Special instructions: Date wanted j( /c97 m Requester: . Phone No.: Approved per applicable codes. COMMENTS: Corrections required prior to approval. Vfrut:MD ON 1,1 Date:8 ff p/ '7 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. receipt No.: Date: to INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 INSPECTION RECORD Retain a copy with permit (206) 431 -3670 Proj I<Y -1-- FEs . Type W onirvS P, k10 11 : 5 \ so 5-{ i Date called: $ ► , G, _ C 1 `� Special instructions: Date wanted: g - 1 g _ 9 P.m. Requester: -3-0,4N Bt7 F.j� tCt_C't,7 Phone No.: C3 3g , b ��1 Approved per applicable codes. Corrections required priori to approval. C • . ENTS: 1 e : X0�4-19 0L P✓i- Vi— - `/ 7 O f \d'Ir uS` eVA — f P- hil�...- OE ,t 1 -c.z 1-104i cAl 1 P• tom.-, (.,c`sS, (. ki- NI) I N SPrCilbts) ' fj 1A P-i r1 U oil-- tv` 11k I.►O ck Acl uArt, M P LI c, -u a . ■ c- 9 a K P ,-N A foil wtF' 141t.-"V r -i- \' tr pp oft.... -ry C) w . . Inspector: Date: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Projec ,. Type of insp �'lM l, I(f ©h 7- Addres481 c 15O S , Date called: yr I( — cR 1 Special instructions: Date wanted: $ --1 1 -en :m: Requester: 1�� / L Phone No.: _ p,ci , 4.0 GG4--zd 4 Cf1Q 4Pe-)., cf./LA d n c Approved per applicable codes. VAN Corrections required prior to approval. COMMENTS: r\ -- //".05) II" c.19,a et I(f ©h 7- a ;S$ 7 /--►- / L r44v b L i 71--- -e--1 GG4--zd 4 Cf1Q 4Pe-)., cf./LA d n c p-e-' 0-t / i 4.4 !/ by .i " ,!Jv,.. i vr9 - , LI ,i 71 .C, ii . Y.. I WL1-0i. a ! - i' °... r_. / /_I [Inspector: Date: $42.00 REINSPECT! ON FEE REQUIRED. ' Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: .■■■■•47.1K34111411 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD 4, - Retain a copy with permit_ PE MIT No. v (206) 431-3670 ' Project:1(14.J. \, .. T ,e of in , p: tion: . - r :v.. , ...........„ _.=...- mg.. Address: 1.1.1 1 1 5, )50 Date ca es / z_ote 9 i Special instructio s: ...--,6 N' ShezeA-, / s wanted: w i / n 1 Requester: Phone No.: r °)4.1-.0 Approved per applicable codek Corrections required prior to approvel.--9 COMMENTS: Inspector: Date: $42.00 REINSPECT! • N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [Receipt No.; • Date: INSPEC CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD �� Retain a copy with perm , 1..)-1(e PERMIT NO. (206) 431 -3670 Project: Inspection: Addres4yt t 15-0 54_ l_ , Date called: 0 ( /1 Special instructions: Date wanted: u j /Z--7/ Wm Requester: Phone No.: 3I( ..01G,4_0 Approved per applicable codes. COMMENTS: Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection... receipt No.: Date: INSPECTION RECORD Retain a copy with perm INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 man PERMIT NO. (206) 431 -3670 Project: _ _1••r Typif insp'ecti to (I t Add sg)) 5 , 1 SO - `, , Date called: I „ (21 w / 4 f'� Special instructions: Date wanted: 1 „ /,Z_""�� J� l{�j p.m. Requester: Phone No.: �y , 07 - I 't"0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: $42.00 REINSPEC T ON FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • j Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 Date^ OolLi PERMIT NO. (206) 431 -3670 Project: %en-�, P�and� Te of inspection: Type F loot Fromirt Address: 1't ,11 S 15 O Date called: 5.a Special instructions: Date wanted: Requester: 0bhn r ) Phone No.: O3s— Approved per applicable codes. MENTS: Inspector: Corrections required prior to approval. Date: 5-7.0 $42.00 REINSPECTION FEE REOUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Project: Oy / / !f el /C ryj,�"" Type of inspection: �h�IT- /^ /J .1.0"L. C lJfr2t'rXt s�/G ,? Addr pf! / /So iso ! Date called: Special instructions: 1 Date wanted: 9# a.m Requester: Phone No.: *Approved per applicable codes. Corrections required prior to approval. COMMENTS: // A $42.01 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. [ReceiPt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTIPN NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 �ct(P-0014 vr� PERMIT NO. (206) 431 -3670 Project sar ^.�e Typq.ef int sp�q ye+. VtALL 1 Corrections required prior to approval. :rp<SS. G 1 99 ST Date,ccalle�d:: s _81-9-7 Special instructions: Date wanted:0 _ 9.— p.m. Requester: O' ` N Phone No.: Ct 3 S' c j t O b in_ VS,ApproVed per applicable codes. 1 1 Corrections required prior to approval. COMMENTS: • N.,;,"..,..- ... ].. • 1 Inspector: —I $42.00 REINSPECTION "EE REQUIRED. Prior to inspection, fe= must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: c 4 _L 4 .. INS N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit 0 i o - ocri 1► + PERMIT NO. (206) 431 -3670 Proj Fe..., . Type ° p�eW1 N 1-1 S /trct�d�gss: , `Special ;Date called: — 2_— 91 instructions: Date wanted: _5 _ p-, 11 a.m„ p.m. Requester: —3-01..\ Phone No.: gag _ 0fo i� pproved per applicable codes. Corrections required prior to approval. Inspector: Date: $42.00 REINSPECTIO FEE_ REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [ReceiPt No.: f6li.B3�iYA�r ? r �4_.m 4s - -iCi � r Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 a.7 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206) 431 -3670 Project: 9 Type of inspectioq—; Address: ziU! / ` ! Date called: �.. �� .� Special instructions: g: Date wanted: ra.m —Z� mil? Requester: Phone No: :. Approved per applicable codes. CO MENTS :' • I Inspecto • Corrections required prior to approval. Date: 4 $42.' �. REINSPECT! •r FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd:, Suite 100. Call to schedule reinspection. I Receipt No,: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project: Type of inspecti : , Address:44, co i s s 'so Date called: /z `, /a ^ ( `7' (- 1 J Special instructions: Date wanted: 4 m. '?..�i 1,...i fir' "'J Requester: Phone No.: l q2 , 01940 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ici,o-ktit,t_.,„ /D a - a s pe-L $42. ' 0 REINSPECTI • N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: City of f Mkvvit8 John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name kri 4 Re .)i cfr ,i(e Address 41))// .S' /)-0 31` Permit No. L)96' ) ? y PA current inspection schedule Needs shift inspection Suite # YApproved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Flo # s' /I fir} 2-�� Authorized Signature Date • FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575 -4439 MDT Engineering Consulting Structural Engineers 29413 5581 Ave. S. Auburn, WA 98001 (206) 946-8810 Structural Calculations for Lakeland Builders The Kent Residence October 31, 1996 ••••, , : • , 1..;" q). • tai.tr-1-1.,7 Building Official: Please do not atcept these calculations without a wet stamp. • • •p1.4i,op..7y RECEIVED • CITY OP TUKWILA Nov 1 8 1996 PERMIT CENTER MDT Engineering • CI-Pt OF TUKWILA APPROVED APR 1 8 1997 AS NM [i iLD1NG D1Vf81 Consulting Structural Engineers 29413 55th Ave. S. Auburn, WA 98001 (206) 946 -8810 Structural Calculations for Lakeland Builders AP The Kent Residen iii Del6r007q Building Official: Please do not atcept these calculations without a wet stamp. CITY OFETUKWILA NOV 1 81996 PERMIT CENTER . . MDT Engineering ' •• • Consulting Structural Engineers 29413 55Ih Ave. S. • Aubum, WA 98001 • (206) 946-8810 Table of Contents Pau. No. Scope of Work jj Shearwall Schedule ili Typical Details , iv -: vi Lateral Anilysis 1 -5 • . . . MDT. Engineering ' • - • IV Scboe of Work 1 Consulting Structural Engineers 29413 55Ih Ave. S. Aubtirri, WA 98001 .(206) 948-8810 MDT Engineering was asked to provide structural calculations for the proposed structure. The following items are included: . 1. Lateral Analysis We have provided the designer with a revised set of plans to be incorporated into the permit set and 2 copies of the structural calculations for his Lige-in obtaining a building permit for the referenced site. The scope of this agreement .covers the design phase only. If site inspections are requited by the Building Department, thee will be performed at an additional hourly fee_af $60.00 pechour. Also, revisions to the original design will be billed at the hourly rate of $60.00 per hour.- • To reuse these calculations for another site, please contact MDT Engineering for review and approval. A new cover sheet is required with the new site address and an original wet stamp. Questions about the attached information should be addressed to MDT Engineering. Michelle D. Thompson, P.E. MDT Engineering • .1 STRUCTURAL NOTES CODES AND SPECIFICATIONS 1. Uniform Building Code - 1994 Edition 2. ACI 318 -83 Building Code Requirements for Reinforced Concrete 3. HILT! Fastening Technical Guide 4. Western Products Use Book 5. Simpson Strong Tie Connectors Catalog -1995 DESIGN CRITERIA 1. Wind Load - per Uniform Building Code Exposure B, Method 2, Basic Wind Speed = 80 MPH - per Uniform Building Code Zone 3, I = 1.0 - DL =I5PSF LL = 25 PSF - DL = 10 PSF LL = 40 PSF - - DL =10PSF LL = 40 PSF 6. Soils - Assumed 2000 PSF Allowable Soil Bearing - Assumed 30 PCF Equivalent Fluid Pressure for Retaining Wall Design 7. - 2500 PSI @ 28 days - Grade 40 reinforcement _ - minimum 3" cover for all reinforcement except as noted at retaining walls or other details 8. Mortar - Type S TIMBER CONSTRUCTION NOTES 1. Lumber grades and allowable stresses Glulam beams 1 3/4" Micro =lams 11/16" Parallams 3 1/2, 5 1/4 & 7" Parallams K.I 2. Seismic 3. Roof Load 4. Floor Load 5. Deck Load Concrete shall be as follows unless noted otherwise on plan: 24F -V4 Fb =2400 psi E =1800 ksi Fb =2600 psi E =2100 ksi Fb =3100 psi E =2000 ksi Fb =2900 psi 2. When top plate is interrupted by header, header shall have strap connectors to the top plate each end. Use 2 - Simpson MSTA24 connectors, UNO. • 3. All shear wall sheathing nails and anchors shall be as detailed on the drawings and as noted in the shear wall schedule. All exterior walls shall be considered shear walls. Use 7/16" min. APA Rated Sheathing - blocked - with minimum nailing 8d common © ' 6" oc, UNO. 8d common nails shall be 0.1311' 0 x 2 1/4" minimum. • 4. Floor and roof diaphragm nailing shall be 8d common @ •6 "oc at all supported panel edges and 8d @12 "oc at intermediate supports. SOIL CONSTRUCTION NOTES 1. All footings and slabs shall bear on undisturbed soil or fill compacted to 95% Modified Proctor. 2. Assumed allowable soil bearing pressure = 2000 psf. GENERAL CONSTRUCTION NOTES 1. Contractor shall verify all dimensions in the field. Any variations from the drawings shall be brought to the attention of the Designer or Engineer. 2. Adequate shoring and bracing of all structural members during construction shall be provided. Any proposed field changes to have the prior approval of Engineer. .EARWALL SCHEDUL" it MARK SHEATHING FASTENER SPACING @ ALL EDGES BOTTOM PLATE NAILING OR ANCHOR BOLTS FRAMING ANCHORS NOTES: 7 & 8 ALLOWABLE SHEAR NOTES 1� _ 7/16" MIN APA RATED SHEATHING OR APA RATED SIDING 303 8d @ 6" oc OR 15 GA. @ 5" oc 16d @ 8 "oc OR 1/2" 0 A.B. @ 6' -0 "oc A34 @ 2' -4 "oc 130 PLF 5, 2 11 7/16" MIN APA RATED SHEATHING OR APA RATED SIDING 303 8d @ 6" oc OR 15 GA. @ 5" oc 16d'@ 6 "oc or 1/2" t13 AB @ 3' -4 "oc or 5/8" 0 AB c 5' -0 "oc A34 @16 "oc' or A35 @ 18 "oc 230 PLF 5, 2 2 7/16" MIN APA RATED SHEATHING OR APA RATED SIDING 303 8d @ 4" oc OR 15 GA. @ 3" oc 2 -16d @ 8 "oc or 1/2" 0 AB @ 2' -2 "oc or 5/8" 0 AB a 3' -4 "oc A34 @ 10 "oc or A35 @ 12 "oc 353 PLF 2 3 7/16" MIN APA RATED SHEATHING OR APA RATED SIDING 303 8d @ 3" oc OR 15 GA. @ 2 1/2" oc 2 -16d @ 6 "oc or 1/2" 0 AB @ 1' -9 "oc or 5/8" 0 A g2' -8 "oc A34 @ 8 "oc or A35 @ 10 "oc 451 PLF 4, 2 44 7/16" MIN APA RATED SHEATHING OR APA RATED SIDING 303 10d @ 3" oc OR 15 GA. @ 2" oc 2 -16d @ 5 "oc or 1/2" 0 AB @ 1' -4 "oc or 5/8" 0 AB © 2' -2 "oc A34 @ 6 "oc or A35 @ 8 "oc 545 PLF 2, 9 55 1/2" GWB BOTH SIDES 5d COOLER OR GWB @ 4" oc 2 -16d @ 6 "oc or 1/2" 0 AB @ 3' -0 "oc or 5/8" 0 AB @ 4' -10 "oc A34 @ 14 "oc or A35 @ 18 "oc 250 PLF 3 6 1/2" GWB ' '• ON INSIDE FACE ONLY 5d COOLER OR GWB @ 4 oc 4" 16d @8 "oc or 1/2" 0 AB @ 6 -0 ' oc A34 @ 2' -4 "oc 125 PLF 3 r> 7/16" MIN APA RATED SHEATHING BOTH SIDES 8d @ 3" oc OR 15 GA. @ 2 1/2 1' oc 2 -16d @ 3 "oc or 5/8" cb AB @ 1 4 '1 oc A35 @ 6 "oc 902 PLF 6, 2 88 1/2" GWB BOTH SIDES 5d COOLER OR GWB @ 4" oc 2 -16d @ 8 "oc or 1/2" 0 AB @ 2' -6 "oc or 5/8" 0 AB @ 4' -0 "oc A34 @ 12 "oc or A35 @ 14 "oc 300 PLF 3 NOTES: 1. ALL FASTENERS SHALL MEET THE FOLLOWING CRITERIA: 80 COMMON = 0.131" 0 X 2 1/4" MIN. 100 COMMON = 0.148" $ X 2 1/2" MIN. 16D COMMON = 0.167" la X 3 1/2" MIN. 5D COOLER = 0.086" 0 X 1 5/8" MIN. 5D GWB = 0.092" 0 X 1 3/4" MIN. 15 GA. STAPLE= 0.072" 0 X 1 1/2" MIN. 2. ALL APA RATED SHEATHING AND SIDING PANEL EDGES SHALL BE BACKED WITH 2 INCH NOMINAL OR WIDER FRAMING AND FASTENED PER THE SCHEDULE ABOVE. PANELS MAY BE INSTALLED EITHER HORIZONTALLY OR *VERTICALLY. SPACE NAILS AT 12 "OC OR STAPLES AT 10 "OC ALONG INTERMEDIATE FRAMING MEMBERS. 3. ALL GWB SHEATHING ON DESIGNATED SHEARWALLS SHALL BE BACKED WITH 2 INCH NOMINAL OR WIDER FRAMING AND F4TENED P THE SCHEDULE ABOVE AT ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING. AT SHEARWALL • TYPE ' 5, AND I6> ,THE BLOCKING AT THE HORIZONTAL PANEL EDGES AT THE INTERIOR PORTION OF THE SHEARbG4ib jjALL IS N1' REQUIRED. NOTE THAT THE FASTENING AT ALL STUDS AND TOP AND BOTTOM PLATES IS STILL REQUIRED. 4. WHEN SHEARWALL IS LESS THAN 28" IN LENGTH, REFER TO LATERAL RESTRAINT PANEL DETAIL 5. PROVIDE 7/16" MIN. APA RATED SHEATHING (PLYWOOD OR O ) OR APA RATED SIDING 303 OR I R SEAL OSB RATED PANEL SIDING ON ALL EXTERIOR WALLS AND NAIL PER 1 U.N.O. ". - 6. WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL A NAIL SPACING IS LESS THAN 6 INCHES ON CENTER ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO. FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3 -INCH NOMINAL OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED. 7. REFER TO TYPICAL SHEARWALL DETAILS FOR LOCATION OF FRAMING ANCHORS. FRAMING ANCHORS ARE NOT REQUIRED AT EXTERIOR SHEAR WALLS AT ROOF. 8. AT INTERIOR SHEARWALLS AT ROOF, REFER TO DTL. gt AND 2/S FOR CONSTRUCTION DETAILS. 9. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3" N s ' NAL 0 IDER AND NAILS SHALL BE STAGGERED WHERE 10d NAILS ARE SPACED 3" OR LESS ON CENTER. Vits A B BOTTOM PL NAILING PER SW SCHEDULE 2 -2x STUDS SIMPSON HPAHD22 HOLDDOWN. FILL ALL NAILHOLES W/ I d NAILS. EDGE NAILING' a BOT. PL 4 SILT.. PL. FOOTING DIMENSIONS OTHER FDN. SECTIONS C q 1 D ANCF -IOR F;OLTS PER SHEAR WALL SCHEDULE. 2 FACE OF CONCRETE e CORNER 1/211' MIN. • • .1 r, • 1• • • , ' • • .TYPICAL SHEARWALL DETAIL FOUNDATION WALL SHEET .NO. . . n1:rAII. MDT Engineering Conetiltiur Slru :tnrnl I:'ugincer:I 2011 :1 5511/ Ave. S. Auburn, WA UUOU1 M1(:IIEI.l.E I).'l'l1OMPSON, P.R. .O() Oda -81118 Registered I'refessigRul Engineer COPYRIGHT 1995 MDT Engineering J JOII NO. DATE DRAWN •vcUevM cilEcKED M.D.T. SCA(.F: =I' 1.111'AT111N 't}},r 1i7: ✓c^Q^�Jh�l. +s).WA'vYnfLtr..x =�cwva ........ —. 4 3 2 • A r 8 D BOTTOM PL NAILING — . . PER SW SCHEDULE /— SHEATHING PER PLAN 4 SHEARWALI_ SCHEDULE. SIMPSON STRAP --� PER PLAN. SLOT PLYWOOD 4 BEND STRAP ' JST OR BLKc! . EDGE NAILING PER SNEARWALL SCHED. �r \� ju l.� J IL IL IP JOISTS ARE .... PERPENDICULAR TO SNEARWALL, • PROVIDE 2 -2x BLOCKING BTWN JOISTS FOR FULL LENGTH OF SW. IF JOISTS ARE PARAI.L6I., • TO SNEARWALL, PROVIDE DBI- • - JOIST UNDER SW. TYPICAL S- EARWALL DETAIL WHERE WALL DOES NOT OCCUR BELOUJ SHEET NO. 'DETAIL MDT Engineering Consulting Structural Isngineera 20.1I:I 551.11 Ave. S. Auburn. WA 99001 (208) 918-911111 MICHELLE II. 'I I I OMPSON. P.E. Nrgi .lard I'rafessinnul Engineer COP) RIGHT I995 1.ID T Engineering 1 JO 90. I)A1E PROM Dcr�Ucc:i'•1 1 4 A B C /,r-- 2x4 TOP PLATE HEADER NAIL SHEATHING TO HEADER 03" O.G. E.W. APA RATED SHEATHING 3/8" MIN. 24/0 EXP. 1 (2) 2x STUDS. NAIL SI- ILATI- IINGTO EACI••I STUD SIMPSON I-IPAHD22 U.1U. 01 rail 'Lf kI s ... 1 4 '/211 C 16 GAUGE STAPLES OR S PENNEY NAILS e 3" O.C. ALL PLATES, HEADERS AND STUDS. 24" MIN. OR 16" MIN. -l'2) 2x4 BLOCKING e ANY PLYWOOD JOINTS. /- (2) 2x PLATE. NAIL SHEATHING TO EACH PLATE (3) 2x PLATE 0 16' WIDE PANELS. I/2 "d ia. ANCHOR BOLTS 1" MIN. EMBEDMENT LATERAL RESTRAINT PANEL SHEET NO. MDT Engineering Consulting Structural Engineers 20418 5511% Ave. S. Auburn. WA 1111001 (21111) 010-11010 1ICII I 1.1.E 0. 'I'IIO1dI'S'ON. 1'.F. Registered Professional Engineer COPYRIGHT 1995 MOT Engineering 1011 NO. (:IIEtKED M.D.T. SCAI.E NT5 ...ORAAI1 I.n1:AI ION DC?CLIC:CIi MDT Engineering Lateral Analysis Wind Loads: 0 -.15' 15 -30' • Basic Wind Speed = 80 MPH Exposure "B" Ce = 0.62 Ce =0.76 Qs =16.4 PSF I= 1.0 WL = Ce Cg Qs I . 0 -15' WL= 0.62 x 1.3 x 16.4 x 1.0 = 13.2 PSF 15 - 30' WL= 0.76x.1.3x16.4x1.0= 16.2PSF w,Np= 11o./2-69b C3191, Seismic Loads: Seismic Zone 3 Z= 0.30 1= 1.0 C = 2.75 Rw =6 V =ZICW Rw V= 0.30 x 1.0 x 2.75 W = 0.1375 W 6 6205. 14 g = C2)(10) �o . . . hoop . Consulting Structural Engineers 29413 55th Ave. S. Auburn, WA 98001 (206) 946.8810 N6z.- • 1-75(b.,(60) ..vnoup W 1N D. Comrp /./o. h- C i :boy` " //. 0 ;: �' ��kic`'•:'ti'b;.t,ti ?.:i�;} ^.r..s «,.. r MDT Engineering Description: , �? Consulting Structural Engineers • . 29413 55th Ave. S. Auburn, WA 98001 (206) 946.8810 SW # TRIB. AREA TOTAL SHEAR LENGTH OF WALL SHEAR PER FOOT SW TYPE (.1) 1/, iz (44-)4)_( )b . ':?e= ,'?-)/0 • �,� -,• 1. � � -� . ' . -- _ flit:, r-L. F" 1 /=3- a/5 1 ( V (I -,g -±- / . /4 166,9 .,,2 qA2_* l ? ;.(74;0.4;a7 .,- ,1-,_ c. r/' '.? ) r;.,= _ . 012. X14- 11,0/)(1,9, /.) - 4 2# q- f, +(g -- 4(9' lb 1 F -D= 1 1 A. ( A 11. (i /)(1 &,'. %) 4r 1 1 4 - 1 2 _ 4 - ) 2 - . - = i ' '2%-:,;' n.i.r- I fi jj /,2./ 4,4 4 :. , ) .ice i I + 4-8, ?-.k.--,-1- 4,4; _ &'4.3/241 /A. 1,:;_.t 1 � (t) /2-Co (i4)(/62,) &J - , ems{ &,7 -fah ey= f-i',-`? ', - -... _. . + /'}ill fr ?' i' .',. 7-i `), 4743 -4, ri = '0, � / l -'°) ( :_t= 1 (1) Ji,, •s4 1,./ o Par-r" 14:50 • / — 617 .1%15,7-0.4PIZI2-bA zIP e/.4) 4/1 ,V).:111712-rz:- r ra" 11)22- r:: I7. Ho, 4 11660 PF.) 1755 - ArAt4-1:2— ,1. , :7. • T. a. -LI:: z _ • 5. •■■• /0' 14-1 4+1 //-7/ 604 rl 1 Ail) 1 fpr; 012) • k.,I a F'I 1 -49, . /Jo c.)7,.1-7 P/k7 •4-2; 9.7) • .4.4 J-ner,, 74-1 -- 6 SWEARWALL SCHEDULF k. it t MARK SHEATHING FASTENER SPACING © ALL EDGES BOTTOM PLATE NAILING OR ANCHOR BOLTS FRAMING ANCHORS (NOTES: 7 8 8) ALLOWABLE SHEAR NOTES' 11 7/16" MIN APA RATED SHEATHING OR APA RATED SIDING 303 8d © 6" oc OR 15 GA. © 5" oc 16d © 8 "oc OR 1/2" 0 A.B. a 6' -0 "oc A34 © 2' -4 "oc 130 PLF 5, 2 i 1 > 17 7/16" MIN APA RATED SHEATHING OR APA RATED SIDING 303 8d @ 6" oc OR 15 GA. @ 5" oc 16d © 6 "oc or 1/2" 6 AB © 3' -4 "oc or 5/8" 0 AB sa 5' -0 "oc A34 @16 "oc or A35 © 18 "oc 230 PLF 5, 2 22 7/16 " MIN APA RATED SHEATHING OR APA RATED SIDING 303 8d @4 "oc OR 15 GA. © 3" oc 2-16d @ 8"oc or 1/2" 0 AB © 2' -2 "oc or 5/8" 0 AB @ 3' -4 "oc A34 @ 10"oc or A35 © 12 "oc 353 PLF 2 D 7/16" MIN APA RATED SHEATHING OR APA RATED SIDING 303 8d © 3" oc OR 15 GA. © 2 1/2" oc 2 -16d © 6 "oc or 1/2" 0 AB @ 1' -9 "oc or 5/8" 6 AB © 2' -8 "oc A34 © 8 "oc or A35 © 10 "oc 451 PLF 4, 2 4 a 1. 7/16" MIN APA RATED SHEATHING OR APA RATED SIDING 303 10d © 3" oc OR 15 GA. @ 2" oc 2 -16d @ 5 "oc or 1/2" 0 AB @ 1' -4 "oc or 5/8" 0 AB @ 2' -2 "oc A34 @ 6 "oc or A35 @ 8 "oc 545 PLF 2, 9 D 1/2" GWB BOTH SIDES 5d COOLER•OR GWB @ 4" oc 2 -16d © 6 "oc or 1/2" 0 AB © 3' -0 "oc or 5/8" 0 AB © 4' -10 "oc A34 © 14 "oc or A35 © 18 "oc 250 PLF 3 66 1/2" GWB ON INSIDE FACE ONLY 5d COOLER OR GWB @ 4 oc " „16d @8 "oc „ or 1/2 0 AB @ 6 -0 oc A34 © 2' -4 "oc 125 PLF 3 7 • 7/16" MIN APA RATED SHEATHING BOTH SIDES 8d @ 3" oc OR 15 GA. c@ 2 1/2 " oc 2 -16d @ 3 "oc 5/8 �� 0 AB @ 1-4 " oc A35 @ 6 "oc 902 PLF 6, 2 88 1/2" GWB BOTH SIDES 5d COOLER OR GWB @ 4 oc 4" 2-16d @ 8 "oc or 1/2" 0 AB @ 2' -6 "oc or 5/8" 0 AB @ 4 -0 oc A34 © 12"oc or A35 @ 14 oc 300 PLF 3 NOTES: 1. ALL FASTENERS SHALL MEET THE FOLLOWING CRITERIA: 8D COMMON = 0.131" 0 X 2 1/4" MIN. 10D COMMON = 0.148" 0 X 2 1/2" MIN. 16D COMMON = 0.167" 0 X 3 1/2" MIN. 5D COOLER = 0.086" 0 X 1 5/8" MIN. 5D GWB• • = 0.092" 0'X 1.3/4" MIN: 15 GA STAPLE= 0.072" 95 X 1 1/2" MIN. 2. ALL APA RATED SHEATHING AND SIDING PANEL EDGES SHALL BE BACKED WITH 2 INCH NOMINAL OR WIDER FRAMING AND FASTENED PER THE SCHEDULE ABOVE. PANELS MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. SPACE NAILS AT 12 "OC OR STAPLES AT 10 "OC ALONG INTERMEDIATE FRAMING MEMBERS. 3. ALL GWB SHEATHING ON DESIGNATED SHEARWALLS SHALL BE BACKED WITH 2 INCH NOMINAL OR WIDER FRAMING AND F TENED P THE SCHEDULE ABOVE AT ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING. AT SHEARWALL TYPE © AND 6 ,THE BLOCKING AT THE HORIZONTAL PANEL EDGES AT THE INTERIOR PORTION OF THE SH - ALL IS N REQUIRED. NOTE THAT THE FASTENING AT ALL STUDS AND TOP AND BOTTOM PLATES IS STILL REQUIRED. . — 4. WHEN SHEARWALL IS LESS THAN 28" IN LENGTH, REFER TO LATERAL RESTRAINT PANEL DETAIL 5. PROVIDE 7/16" MIN. APA RATED SHEATHING (PLYWOOD OR O ) OR APA RATED SIDING 303 OR I R SEAL OSB RATED PANEL SIDING ON ALL EXTERIOR WALLS AND NAIL PER 1 U.N.O. 6. WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL A NAIL SPACING IS LESS THAN 6 INCHES ON CENTER ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3 -INCH NOMINAL OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED. 7. REFER TO TYPICAL SHEARWALL DETAILS FOR LOCATION OF FRAMING ANCHORS. FRAMING ANCHORS ARE NOT REQUIRED AT EXTERIOR SHEAR WALLS AT ROOF. 8. AT INTERIOR SHEARWALLS AT ROOF, REFER TO DTL. ft AND 2/S FOR CONSTRUCTION DETAILS. 9. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3" N• • NAL OR-WIDER AND NAILS SHALL BE STAGGERED WHERE 10d NAILS ARE SPACED 3" OR LESS ON CENTER. 5 3 1 A C BOTTOM PL NAILING PER SW SCHEDULE . - 2 -2x STUDS SIMPSON HPAHD22 HOLDDOWN. FILL ALL NAILHOLES W/ I6d NAILS. EDGE NAILING BOT. PL 4 SILL PL. • FOOTING DIMENSIONS OTHER FDN. SECTIONS • ANCHOR BOLTS PER SHEAR WALL SCHEDULE. cA FACE OF CONCRETE a CORNER 1/2" - MIN. TYPICAL S EARUJALL DETAIL FOUNDATION WALL SIIECT NO. MDT Engineering Consulting Structural Engineers 2041:1 68111 Ave. S. Auburn, WA UUOUI (200) 0•I0- 0111 MI(IELIE D. IIOMPSON, P.E. Registered Professional Engineer 1 COPYRIGHT 1995 MDT Engineering JIM NO. DATE CI KITED M.D.T. ,cal.►: I 1' DRAWN I.nCATI( _._._1111 I pvCVM ( • ; i3'i?7 'dcR4 iLiave�tatrr ww..,.....,.. ..r .gym. r.. ..iu..ww ........- • 5 A B vi ► D BOTTOM PL NAILING PER SW SCHEDULE SIMPSON STRAP PER PLAN. SLOT PLYWOOD 4 BEND STRAP e J5T OR BLKG. EDGE NAILING PER SNEARWALL SCHED. SHEATHING PER PLAN 4 SNEARWALL SCHEDULE. 1— O J w I) -1 IF JOISTS ARE PERPENDICULAR TO SNEARWALL, PROVIDE 2 -2x BLOCKING BTWN JOISTS FOR FULL • LENGTH OF SW. - IF JOISTS ARE PARALLEL TO SHEARWALL, PROVIDE DBL JOIST UNDER SW. TYPICAL S1-4EARUJALL DETAIL WHERE WALL DOES NOT OCCUR BELOW SHEET NO. DITAU. % MDT Engineering Consulting Structural Engineers 29•1IJ 55th Ave. S. Aulnarn, Lt 99001 t'II('IIF:I.LF: 1). TIIOMPSON, 1'.F',. (209) (1111— Utl11) Iivgislered Professional Engineer Cop? RIGHT 1995 MDT Engineering J JUI) NO DATE CHECKED M.D.T. SCALE 1 " =1' DRAIN 1.01'ATIUN DC:cLicc.a.1 1 5 i A B 1 0 2X4. TOF PLATE - HEADER NAIL SHEATHING TO HEADER 03" O.G. E.W. AP4 RATED SHEATHING , 3 /5" MIN. 24/0 EXP. 1 1-111 (2) 2x STUDS. NAIL — I SF- ILATHINC-iTO 'EACH f' I f SIMPSON HPAHD22 LAN. DI OA/ . PLAA-1 g 1111 1111 III1— �--- a-1III 11 III{- E= _= tic_�"IIII 1%2 ►+i CL42. 11 ' 1i 11 , •►I U • • d•■ 1 16 GAUGE STAPLES OR 8 PENNEY NAILS a 3" O.C. ALL PLATES, HEADERS AND STUDS. 24" MIN. OR 16" MIN. -(2) 2x4 BLOCKING a ANY PLYWOOD JOINTS. (2).2x PLATE NAIL SHEATHING TO EACH PLATE (3) 2x PLATE a 16' WIDE PANELS. l /2 "dia. ANCHOR BOLTS 1" MIN. EMBEDMENT LATERAL RESTRAINT PANEL COPYRIGHT 1995 MDT Engineering SHEET NO. DETAIL MDT Engineering —1� ! Consulting Structural Englneers 29413 55th Ave. S. Auburn, WA 911091 (200) 910 -0810 MICHELLE D. TIIOMPSON, P.E. Rcgietered I'refeseionhi Engineer - --- -r• -� J011 NO. CHECKED M.D.T. DATE SCAI.I NTS pftnA'N LOCA1 ION DacUccl`1 • AFTER RECORDING RETURN: MR. & MRS. JERRY KENT • 1411 South 132nd Seattle, WA 98168 k • EASEMENT AGREEMENT v..0 I: G 1 ill • This Agreement is entered into this 8th day ofDECEMBER , 1993, by and between: GREGORY A. ERICSON and SUSAN J. ERICSON, husband .and wife, Grantor, and RANDY K. KENT and KAREN K. KENT, husband and wife, owners of Lot 14, Grantee, and JERRY R. KENT and CAROL J. KENT, husband and wife, owners of Lot 15, Grantee. This Agreement sets forth the terms and conditions under which the Grantor will grant the Grantee an easement. I. RECITALS A. Grantor is the owner of the following described real property: Parcel A. Lot 7, Block 4, Second to Adam's Home Tract, according to plat recorded in volume 12 of plats, page'90, in King County, Washington. B. Grantee is the owner of the following described real property: Parcel B. Lot 14 (Randy K. Kent and Karen K. Kent) and Lot 15 JERRY (Kzy R. Kent and Carol J. Kent), Block 4, Second Addition to Adam's Home Tracts, according to plat recorded in volume 12 of plats, page 9, King County, Washington. Easement Agreement 1 EXCISE TAX NOT REQUIRED 4 RECEIVED MAR 31 1997 TUKWILA PUBLIC WORKS • II. GRANT OF EASEMENT For valuable consideration, receipt and sufficiency of which is acknowledged,,the Grantor grants and conveys to the Grantee, an easement for ingress, egress and utilities, over, across and under the west 20 feet of Lot 7 and 310 feet from north to south and over the west 20 feet of lot 14 for 105 feet north to south. (See attached Exhibit A) III. PURPOSE OF EASEMENT The Grantee shall be entitled to use the easement to provide. N O physical access and utilities to Parcel B over, under and across 7.p Parcel A by way of the easement. Grantees shall be solely r CV responsible for all costs of improvements including necessary kT permits, roads and utilities installations. IV. GENERAL PROVISIONS A. Binding Effect. This Agreement shall be binding upon and inure to the benefit of the parties and their successors, heirs, assigns, and personal representatives and all persons claiming by, through or under the parties hereto. The easement created shall' be appurtenant, shall touch and concern the real property described herein, and shall run with the land. B. Applicable Law. This Agreement shall be governed by and construed in accordance with the laws of the State of Washington. Jurisdiction Easement Agreement 2 • over and venue of any suit arising out of or related to this Agreement shall be exclusively in the state and federal courts of King County, Washington. C. Attorneys' Fees. In the event that any suit or other proceeding is instituted by either party to this Agreement arising out of or pertaining to this Agreement or the relationship of the parties, including but not limited to filing suit or requesting an arbitration, mediation, or other alternative dispute resolution process (collectively, "Proceedings "), and appears and collateral actions relative to such a suit or Proceeding, the substantially prevailing party as determined by the court or in the Proceeding shall be entitled to recover its reasonable attorneys, fees and all costs and expenses incurred relative to such suit or Proceeding from the substantially non- prevailing party, in addition to such other relief as may be awarded. D. Entire Agreement. This Agreement contains the entire agreement between the parties with respect to this matter. It may not be modified except in a writing signed by the party against who enforcement of the modification is sought. E. Waiver. The waiver by a party of a breach of any provision of this Agreement by the other party shall not operate or be construed as a waiver of any subsequent breach by that party. No waiver shall Easement Agreement . • be valid unless in writing and signed by the party against whom enforcement of the waiver is sought. F. Severability. If for any reason any portion of this Agreement shall be held to be invalid or unenforceable, the holding of invalidity or unenforceability of that portion shall not affect any other portion of this Agreement and the remaining portions shall remain in full force and effect. of this Agreement G. Notices. Any notice required or desired to be given under this Agreement shall be deemed given if in writing delivered to the party, or sent by certified mail to the address listed for that party. V. INDEMNIFICATION Grantee agrees to indemnify and hold Grantor harmless from and against any and all claims, liabilities, losses, costs and expenses, including without limitation attorneys' fees, or damages Grantor may experience or suffer as a result of claims,• losses, demands, lawsuits, actions, and or judgments against or experienced by Grantor arising from or attributable to Grantee's negligence or otherwise improper use of the Easement. DATED this Bth day of DECEMBER Easement Agreement G RA 4 ► �• ,,r y • 7 Greg Susan J. Eric , 1993, ri son { frt trt . N z • a EXHIBIT A .••••••.. .I• • Val, • ■••• 3 10 RCEL. LL)T ft, egN RcEL .13 -, LoT ig i'210 .SCALE t00% i• •••• •• *di. ea ••• ....we ■•••■•••■■••■••• ••• •••• za Ro. Esm"r 4 I ■••■••••••••■•••• S. 4 lytis.Sji• '7) 1 • rprIR.ce L A I • . ..... - • -- --.•— •• • — I l o3 .73 • Lc3 r -1 o-z :03 EXHIBIT B GRANTORS AND GRANTEES ACKNOWLEDGE THAT THERE IS A 2 FOOT ENCROACHMENT INTO THE EASEMENT OF THE HOUSE LOCATED AT 4815 (See Exhibit "A") AND WILL CONTINUE AS LONG AS THE HOUSE REMAINS IN ITS PRESENT CONDITION. t• 6 . ' DATED this (3 day of N CD Carol J. Kent STATE OF WASHINGTON) )ss. N County of K I N G ) rr tT` On this day personally appeared before me GREGORY A. ERICSON to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that he signed the same �,0911V''ee and voluntary act and deed, for the uses and purpose ` ts7';�9�brtioned. ,l GfVEO' uqY W' Y�nd and o ' icial seal this %.'J day of DECEMBER, 1993.: co „ 7' ctIC +‘<‘.GgFY ?2gcV C 0'. December GRANT Randy, XKar 1993. STATE OF WASHINGTON) ) ss. County of K I N G ) • A NOTA UBLIC My Commission Expires: 2/22/97 On this day personally appeared before me' SUSAN J. ERICSON to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that she signed the same as her free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand, -nd official al this /M day ofDECEMBER , 1993. 15SlOy ,��ii .�TaRY C% .. 1 : r PV's' fl q-• w • Easement-kAement 7 NOTARY IC My Commission Expires: 2/22/9 .. ° .. STATE OF WASHINGTON) ) ss. County of KING ) • On this day personally appeared before me RANDY K. KENT to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that he signed the same as his free and voluntary act and deed, for the uses and purposes therein mentioned. GIV ' i'hy�y hand and -fi`.cial seal this /tt day of DECEMBER, 1993. +. +'QP�...4• �,� \;siohl F No�'4RY 9,`' • - NOTA• PUBLIC '.�! ' ,MJ c �c4. My Commission Expires: 2/22/97 d'F` .• STATE ✓. z� ?) fr4.4,88 ",+oo ) ss. County of K I N G ) On this day personally appeared before me KAREN K. KENT to me known to 40oW1 *dividual described in and who executed the within and' forVrFf',ument, and acknowledged that she signed the same as her+++ re,Oi �srntary act and deed, for the uses and purposes therein • rgAy 0. Omer eand and off' ial eal this 1993. ' �.'• 0 99;:: STATE OF WASHINGTON) ss. County of K I N G ) 6/ day of DECEMBER Aggimir NOTAR BLIC My Commission Expiresa /22/97 On this day personally appeared before me JERRY R. KENT to me known tootte'!t1p, individual described in and who executed the within and foV ig: "instrument, and acknowledged that he signed the same as hi4 fr, v5R luntary act and deed, for the uses and purposes therel.n }if no o' n410 - � p '�' �` - �, DECEMBER IAT 4e���tnyand and • ficia seal this 15 da of 1993. . c, `9�' . . i sr Easement Agreement 8 NOTAR PUBLIC My Commission Expires: 2/22/9T STATE OF WASHINGTON) ss. County of KING ) • On this day personally appeared before me CAROL J. KENT to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that she signed the same as her fregwamugpluntary act and deed, for the uses and therein tapFd'fl�4. ' purposes GU,EN�•Ianser'tirnd and of cia seal this (11 1993. • . ;,:', orl „: Z _ %� day of DFCFMRFR O s NOTAAO BLIC, ,N .f;; , •,� My Commission Expires: 2/22/97 (V) ON Easement Agreement �.. . !�. ... J. • VL A VA \• ••••■• ....a.•V .•,)• • • FILE NO. % 3 <�- 0,0 .7....' • LEGAL DESCali NS t" O' - "' • ' ' BEFORE THE ADJUSTMENT:-:: • • " ' • j • , PUBLIC WORKS • •- `r - w/. r ' • �.." r .- :: / • " :-..'L-; 7- ; OG01Jr e; Z.- kalif,• I,"1/ •rr/1 •/36 a ; L, •;01' �c// //../ /03• -..j./3 .9c • -oi- /y_ 47. -4c .5/r e1.•(a)l i�•$lak ` )?I i • ' • z. L T. / //3 / :/97-4. j ✓. . ",f ,! c--sle 7244 7`<, .2' •I4,/,L 1-•� L crs' . 4,-, ,,./ 2 64_ ,Y••N/ Lo /y L�ti.sT,� S • RECEIVED • MAR 31. 1997 • .. 4 • TUKWILA • • AFTER THE ADJUSTMENT: / • Lai` / � .4.i•14.-;.-t$ • hiP )- < >L /y; • . G 4 . `>' 7eY�4 / rt /1- 47,-- / / / l(all ir4 Blockk4 :. i1o•, W. T' • 61` • ' • S • • v 2 "'/i»cf� �d+, t�%a,7 138 '7C'7' (v.1E 1,4 Block *k • • /)'.1 a s 77r'A. , 2 ' .4-1j' /-vn/ -e 71- 2 4 S 7cGc4.1 la)t! i►J 13)oGk11), g(,'�k:.ti`; /-1.4.7.1.•; tf°�c /����s, .2 ` !4'x,1,'40;;. 0.41,.•Sy t r/ / R/s! •P,�- •/ 44^1 74.14- i • • • • I�, 1 Z 1994 COMMUNITY DEVELOPIv1ENT Filed for,record at• t e request of: NAME DEPARTMENT OF ASSESSMENTS,„ I,zt-'•'-J :r•J approved this dal' o .Scott 1\1°b)g /s..•s:ar APPROVAL Department of Community Development • Exa.mitied and ap roved this l • day ofd✓ ,19� • ,.I :- nn _n". 4. Dixecto t S ept. of Community Development Dept. of Public Works: Examined and approved this �3 day of ,1Q.:- • hector, Dept. of Public Works Return to; Dept. of Community Development Plaxuling Division City of Tukwila 6300 Southcenter Boulevard Tukwila, Washington 981BS �--e t 9rL'"t�a e / of 5 Deputy 1 ssessor �n/irl nr� •_n.t.� i. _n/ 7n "n,n r ? _.- A,17 /I .r%V ' . ` • • 7.) ' Mail to: City of Tukwila. Attn: Public Works Department 6300 Soutbcenter Blvd., Suite 100 Tukwila, WA ''98188 Project: `GY'1 -006,7 .E, -r /7 •R LA ....DEDICATION OF RIGHT -OF -WAY THE GRANTOR ate' t f 44 4.. M.:171 • for and in 'consideration of (sec 3�.0 4'c-9y 0061 .4 y,.rr►r,,fte/k.� in hand paid, conveys and quit claims to CITY OF TUKWILA for any and all municipal' purposes as Grantee, the following described real :estate, situated in the County of King, State of Washington • including any after acquired title: ' � /4/ 3/4-K Ylda / � % S a7 "/41,1; 1„) .7 e 14/6'51 I 2 0 . • acs a 4'``r 74r o/ /> LA• z e.-9 7 Dated this // day of SLiu4'y. , 19 qr...' )-16(/-ees..,L STATE OF WASHINGTON.) .0. ) ss • COUNTY OF KING ) CD CI On this // day of J i 4 A / V 4 . 4? , 1 9 9 , , , , before me, the Q undersigned, a Notary Public in and for the State of Washington, Cad duly commissio,ned and sworn, personally appeared /t'AAngtV i,. 0 ,k,-.Air S' /1 A Ni) y x. /IF /t� r to me known. to be the individual: described in and who executed the foregoing Ch instrument,• and acknowledged to me that j,116 y signed and sealed this said instrument as iyg /P. free and voluntary act and deed for the uses and purposes therein mentioned. GIVEN under my hand and official seal this / r/7, day of \T,A 4//)/,e Y , 19,9'5 10:`1�0�j %I1 //i AIWA, Print a `me : E S/ Notary Public in and for the State of Washington, residing at • My commission expires /- 3/=9.5 RECEIVED JAN 1 11995 oz's colvilvium t Y VI i DECLARATION: Lir urvIsaLr-1.>11.1. Know all men by these pr"g€ri& we; the undersigned, owner(s) in fee simple and/or contract purchaser(s) of the land herein described do hereby makean application for a boundary line ad- ; . justrnent/lot consolidation thereof. The undersigried:ffirther declare that the attached map is the . • graphic representation of said boundary line adjustment/lot consolidation and the same is made • with the free consent and in aCcordince with the desire of the owner(s). • witness whereof we have Set our halide and seals. • • Name.— .Name: •NaIrte: Name: - • . STATE OF WASHINGTON County of King . . RECEIVED ge Z1994 COMMUNITY. *:,.-:':',.• On' this da.y personally appeared before me rea_tvl 1‘c1 ----- • . ... •,.,:,..„ . ....- to me known to be the individual described in and who ecutedi the within and foregoing in- .- thilnent, and acknowledge that A., signed the same as /ti -.- _free and voluntary act and . . deed, for the uses and purRciriPs therein mentioned. . . , . ,,,o'\_\vv R. ii,i''■ :::., :.......-. ,::::.... GIVEN Under my 1#nie;a,05-6 cilk,Nal. this '%.;.• ::- .., • ... • 0 No7. ' .. ... • ... • ...Apy rno: ... N .tary lic in and or the State of Washington, ,:-4-- 7,......A • r-ueuo . :-, residing t et)7.1 Cli-ti . / CjI --,_ 0 • • 9, 199"/ AO .... CI . . %. OA.. ...... . .C.>'• ..,'• ,.."-t.. A.6. J.56/02"...411 . Te7frt Al ile. ii-i.p,ck al ‘‘1, WASIA\'CAS CD STATE OF WASI-EINGT Iwo 0 County of King. 0 le3' im On this day personally appeared before me 8--, -1•LA-k_....- to me me kmown to be the individual described in and who 4xecuted the within and foregoing in- strument, and acknowledge that ./Le ;signed the same as /VA., free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand a di e2.1 this day ofii. . /7• iff T. RI= OEN -2:„Nr ei c in and ror t e State of Washington, Ain • 1,1 (17 -rokRy in\ e•Sidlrig art ci: • Co--IA.4%761 rIti A • -/M—P15C., ,i97. JAN. •• 1994 -t 7.:\ • WS .. <‘‘ ••••9. CO DcVELOPIvIE.NT Liati • z• • , • . • • • • . • •• • . . . . •., • • . . .„ . . . , • • .. • . • • , • , • • . • , .„ *: • . : Page of (5- 7 `.: Z9274 - oe.7& 7 . .. • , • . • . .1 7. 1 1 /•1 .r , i• 1 • 1'• 1 1 • 11',1 i•I' ' l .j. t. ! t: i'•1. .j.i�.��: •1. ('}• i':i :':�i:'t;a l ". I.i:'lij l7i4.1 "jJ I;'. 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I !II+ " '1 : '' I ' 1 1 , IC' I r t , 1f�1I 1 : 1.1. ;11; 11'1111( i.l. I 1 , 1. 1. I '1.1'1 i ! I!I1I '= 1111, 111If1I'tlf!i 1( 1 Il 1 1 ! 1 i II !l1 1 1 1 1 t i 1 11 :• s r, ' I. . ii " ,!! ! i f 11 1 1" j 1 11:11:'1 1,1.1!1 11 1 ;t I I,j I !(/,liki • it i - 1/,/.0!! I111115; � L% sr/s), �O'✓�✓c ,C''fi�An/ +�Y!i !IZ%4Ct7�' 111!1 It 111 ! 11 1 111111'lIIt1(1i;11111111 111:1 IIiHI, 11,'II 1111'1111( • 111 1,11 11 /�EN,;;llil. ;111111 i1 1 ! ; 11 1 !1i11111'ji IiI ;,111 +11;1.11 +11III '! II _ iii I ' if 1!! 1 11 Iii +li' "� I1 'I tt , 11 11ti. 1 II I ! I: 1 1 111r 1 I+ 11 111 ' 1'1' t (!' !' 111 1 1' ',1111, 1,I 'Il1 1!11:1 +! 1!11 1 ill ' '11 1..1+ ' , 1 II • ' 1. t 1.:-1 11' 1.. 1 ' i i1.. I 11 I �. 1,�• .�.�, .1 !f. III l.. 111 1 i 1!11 111, :' I 1111 11 I(;(1 , �y! ✓��� ,.Ter 1�J t 1 !.11!11, 1i 1ii�Li' II 1( ;',!%• l;ltG;o r•li 111! t 11. !lI II I •,'4UD.ess; y81:�#sL • �� llil. {ll • TABLE 23-14-NAILING S.i►IEDULE ' cotan ]ION . i I . 1 i NAILINOt 1. Joist to sill of girder, toenail : • • 13 -8d 24 Bridging to joist, toenail each end± 1 1244 3. I" x 6" (25 mm x 152 mm) subfloor or less to each joist, face nail ; 2.8d 4. Wider than 1' x 6" (25 mm x 152 mm) subfloor to each joist, face nail 1,346 n a i l , : . _ .......L.1....... _'. ' 2:166. ' • 6: ,Sole plate toloist'or blocking, typical face nail ' • r 116d at 16' (406 mm);o.c. Sole plate topist or blocking, at braced wall panels 3 -16d per 16' (406 mm) . 7. Top pate to stud, end nail 1 ; 2 -16d 8. Stud to sole :plate 4-8d. toenail or 2 -16d, end nail 9. Double studs', face nail i ; . 16d at 24" (MO mm) o.c. l0. Doubled top plates, typical face nail 166 at 16' (406 . mm) o.c. ' Double top plates, lap splice 8 -16d - 11. Blocking between joists or rafters to top plate, toenail i 3 -8d 12. Rim joist to top plate, toenail 8d at 6" (152 mm) o.c. 13. Top plates, laps and intersections, face nail 2 -166 14. Continuous header, two pieces 16d at 16' (406 mm) o.c. along each edge 15. Ceiling joists to plate. toenail , 3 -8d 16. Continuous header to stud. toenail' , 4-84 17. Ceiling joists, laps over partitions, face nail 3.16d 18. Ceiling joists to parallel rafters, face nail 3 -166 19. Rafter to plate, toenail • 3-8d 20. l" (25 mm) brace to each stud and plate. face nail 2 -8d 21..17. x 8' (25 mm x:203•mm) sheathing or less to each bearing, f a c e nail -. - -. ' _. c • •_ _- 4-8d- . :.22: `Wider t h a n . l . ' r X$" (25 rani X203 rim) sheathiing.to each bearing: face nail : . : i . : . : . . . , . _ 1 . , 3 -8d 23: 'Built =up corner studs - - ' - - : ' : 16d at 24" (610 mm)'o.c. 24. Built -up girder and beams 20d at 32" (813 mm) o.c. at top and , bottom and staggered 2 -20d ' at ends and at each splice 25. 2" (51 mm) plant 2-16d at each bearing CONNECTION ; . • .. NAILING* 36. Wood structural panels and particleboard:'- : - • • . 1 - Subfloor roof and will sheathing (to framing): (1 inch = 25.4 mm) 1/2" and less j 6d3 19/3, " -3/4" 8d or 6d 7 /s -1 ". , 8d3 11/8"-11/4" 10d! or 865 - Combination subfloor-underlayment (to framing): (1 inch = 25.4 mm) 1 - 3/4" and less - ; '6d5 7/a " -1" • ', 8d3 _. .11 /R " -1 t /4" . - ._.._ .. . -.... IOd4 or 865 27. Panel siding (to framing): • i 1/2" (13 mm) or less ' '666 . -. 5 /8" (16 mm) ; 8d6 28. Fiberboard sheathing:?_ _ ^� `___-_ __. ' -,'... t6" ()3 mm) -.. 1 . , { - - . ---- --No: 11 ti- _ + ,rl i.in -1*.- ,,.: `t�# .1.:77. 1 I ! . t-'+• i._ •- • , .- . • ,..: , . . • • . • { • I --•n r•.1 • • t .. . 1 . ;.;.t,. -t y.„,. 1 :t'"I"''• -1 i- - - _4, _ 11 1.4: ; - 4- - -•., .. -1.. :. }' i i = . t-.•.. "- - -'? No. -.16�a 9 • - ! ' 125 /32`•(20 mrnj' ..t...± • : t I _:, • '::....1;.... • • :'-; ... ' ;. - : . i No 11 gt i ,- - ( • : ' 8d4 • 'No. l6 ga.9 29. Interior paneling 1/4" (6.4 mm) 4d10 3 /8" (9.5 mm) 6611 'Common or box nails may be used except where otherwise stated. ' I 2Nails spaced at 6 inches (152 mm) on center at edges. 12 inches (305 mm) at intermediate suppons except 6 inches (152 mm) at all supports where spans are 48 inches (1219 mm) or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2314.3. Nails for wall sheathing may be common, box or casing. 3Common or deformed shank. 4Common. 5Deformed shank. 6Corrosion- resistant siding or casing nails conforming to the requirements of Section 2325.1. ]Fasteners spaced 3 inches (76 mm) on center at exterior edges and 6 inches (152 mm) on center at intermediate sup- pons. RCorrosion- resistant roofing nails with 7/16 -inch- diameter (11 mm) head and 11/2 -inch (38 mm) length for 1/2 -inch (13 mm) sheathing and 1J/4-inch (44 mm ) length for 223/32 -inch (20 mm) sheathing conforming to the requirements of Section 2325.1. 9Corrosion- resistant staples with nominal 7/16; inch (11 mm) crown and 11/8 -inch (29 mm) length for 1/2 -inch (13 mm) sheathing and 11/2 -inch (38 mm) length for -5/32 -inch (20 mm) sheathing conforming to the requirements of Section 2325.1. - IoPanel supports at` 16 inches (406 mm) (20 inches (508 mm) if strength axis in the long direction of the panel, unless - otheL1111st; matktxi)_Casing or finish nails spaced 6 inches (154 mm) on panel edges. 12 inches (305 mm) at inter - , _ , : i 1 1 - - 111Pane1 supports ar.24 inches,(6I0 mm).,Casing or finish nails spaced 6 inches (152 mm) on panel edges, 12 inches, (30, 1h+m) /'1T 1pJ1U. ►ir olAT 6 S t)?poFTS. • 4 r • • Vt; - 00-7 L-/ •ONJ xh:dVUA N u, 0 a '91 WSEC Resid•tia! Compliance Cheer List. Zone 1 •...aaoa..•.is •.,... a:.: ,e�: Fax- o>,ut„bow...1i e"r.:a:.,.E."e<. �:E.. «..x: £..4C. .,.,..,.iaoviofio6£e69ho City of 1'iikwIa Instructions: 1) Carefully review the requirements of each of the options below. Choose an option that best sults 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? 11 none of the Chapter 6 Options are acceptable, consider the Chapter 5, Component Performance, Approach. The main advantage is flexibility to juggle indivldua 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. Plan Review (For official use only) Selected Option is appropriate for this dwelling design. YES ❑ No ❑ Option be a better choice. Notes* Approved by: Date: Page 1 of 6 OPT II OPT III HVAC AFUE Glazing max: of floor U -value 2 Door U -value (R- value) 12% (R -2.5) (R -2.5) Ceilings: with attics vaulted Walls: above grade below grade interior or exterior Floor Slab on grade kr`;4p i r, • Footnote: 1) The "t" symbol means more than or equal to; "s" means leis than or equal to. 2) Glazing trade -offs may be made If the Option U -value requirement Isn't exceeded. 8i,' .ap^t2'�•5m:e o:•>F`aro,y :�t:n. v �Q:w..,K.x,�•", ��.'c�l��a- ,��3:: �:..'iX, WEES/NORAD /APR 8, 1991 %::MMO.:It*ARM COMPLIANCE REQUIRED INSPECTION APPROVED IMPORTANT: Supply information In the shaded area by checking the appropriate circles. Disregard toplcs that don't describe your building or equipment. DO NOT place checks In the two left columns. FOUNDATION PHASE •.iO and �xt�nd un 10 ) shall b fuHdepth otffg,„ 1**06 t al .. Net foundation Ventllatlon area is e•Or Lhan 1 FT2 :: pp. Foundation vents are cfosable WSEC Foundation phase requirements: Inspected by: Date • FOAMING. PHA 6E.. • o S Insulation baffles 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 loosefill insulation (S. 502.1.4.5). o (JGiazlng etticlency required under (he selected ion shall • :8 65,(Options:I.11::. 0 .k'.:0.:;75;100.ttOtt:. . . • '&.. . .... ... ., ...... ... Symbols used: . ........ ......... ...... = equals . . . > greater than . , .. . c less than .. .. . . . a greater than or equal . . . s less than or equal . , . ..W UPDATED APRIL 8, 1991 Page 2 of 6 See the Washington glazing directory ) • COMPLIANCE REQUIRED r C1 0 CI 0 INSPECTION APPROVED II 0 (: t•,' vi$• Yri•: S.•.. v'..} iY:. h�i nS.o::v�n:3:�v,.Y�yM.,Y'•:l..tir �Y'r;t;?�i.� F} 24nY:f�.�Sr }. .StSS.L '4JiiCrii }kh'?i::;J,:j;<`�:} >.`iT?F,.:f �::�iifi�•';.R;2•?Y:Y' :y�R.::`:�9��•;f{: in:: ':•v ? ^:4�:��'•Z.�.v'L IMPORTANT: Please supply Information In the shaded boxes and check the appropriate circles. Disregard topics that don't describe your building or equipment DO NOT place checks in the two left columns. FR,41f ING RASE' {Continued) Glazing /skylights by type (S. 302) No Manufacturer Frame material # Layers Model # Area (Ft2) Uo value Tested? 35 U.�iq Yes ® 5' /UO u 4-16t Yes dt / Co U. Yes u Nq Yes l g U �lG1, Yes ® `rltv/v r t'1 .!.....)!ail (°s; M u. 5� Yes t\ 1 1 C /,f l . L) FF.-17 C1 -. .:�K1-( Irr-)NT / U Yeses U Yes 0 U Yes 0 'Single G I a z i n g (No more than 1% of floor area before doub ing, S. 602.7.2) u. Yes 0 U Yes Type: No: Area: X 2 U. Yes 0 Type: No: Area X 2 U Yes 0 f 0 l U n t e st e d Glazing (Use only default U- values in chapter 10, S.502.1.5.1 (4)) Type: Type: No: Area: No; Area: TOTAL GLAZING AREA (Add entire column) —_..► 2 I / u u Maximum Allowed: glazing ar,ea(S ) 602 8.1 is derivedby taking the the total glazing area - t Ft2 and dividing by the total conditioned floor area of : Ft ultipfy this number by 100 This value can't exceed he glazing percentage for your selected optio s 10% (Option 1) 0; s 12 (Option li ' ° �� s 21 /o (Options tll, iV.,: Option Vi) ocumentatlon Insufficient; U values :shall be justified :. estin CI L3JGlazing air leakage(S. 502.4.2 (c)) measures shall be met as follows : fixed site built: stops with sealant. fI operating site built: weatherstripped with closer C] OConcealed insulation shall be placed: iDbehind shower /tub RI behind partition studs /corner J CD Standard air leakage (S. 502.4.3) caulking is complete and installed in the following locations : F between Sole plate /subfloors Lpartition stud penetrations ® wiring /plumbing /duct register penetrations ® light fixture/ flue penetrations rim joists /mud sills (heated lower floors) frr around window and door frames Page 3 of 6 IMPORTANT: Supply information and check appropriate circles In the shaded boxes. Disregard topics that don't describe your building or equipment. DO NOT place checks In the two left columns. 0 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 J.., "--1 ''-)- ---) g (-2() c_F f 4 \ Bathroom fan( ) 50 CFM Bathroom fan( ) 50 CFM n/ ()I-0N ci 1--1 I -1 D 7c (---- r t'i\ Bathroom fan( ) 50 CFM )7(r) t\ 1 (''e- (.■ " t "3-0 cF te‘, Laundry fan 50 CFM I 'T ',•-, 'fir 1 i :7 - Q 50 CFM (1-2 bedrms) 7 Whole house fan* 0 80 CFM (3 bedrms) (choose one) •i00 CFM (4 bedrms) , ,.i. 01 t. (-,-,,- i 0 I i 0 C, F t•r■ • house • k No us• than 4' to ceiling) .•••••e•fa.. shall be the iarger CFM requfrement. Whole house lan: Location 1-*T•\ 0 Whole ilouse fan is Iisted!Iabled "for Continuous use". 16. .) Whole house lan wiring for control routed to central 0 Whole house lan shall run continuousty: Kitchen rate 25CFMBath & Iaundry rate 2OCFM : ' • ' • . -•::••••' • • -""' • ACH, shall run from •••• the exterior .6 outside whole house fan instead 'ding. '''''' duct w/ barometnc dampe limiting the ' ' • '' iJ Mechanical ventilation fan ducts shall be 4" and properly sized using IAQC,Table 3-3. ... ''''"''''''''''''''"'''''''''''''''''''''''"'"'''"'''''''"''''''''""''"''''''''''''''''"''''''''''''''"''''''''' ••••• • • •••• • • • •••••••••• • •••••• •"•• • • O Each bedroom: Tested, screened, controllable, through-waII port (� 4 Sq. In.) to tI " Overall living area: One wall port as specifiecl for bedrooms. - ' Central forced alr furnace which delivers outside makeup alr through t ....... o rated, with rio slots or holes in cans, caulked or sealed between can and ceiling o A d box or other mariufactured box /2" cloarance to cornbustables, and 3" clearance to insulation. WSEC Framing phase requirements: Inspected by Date Page 4 of 6 IMPORTANT: Please supply Information In the shaded boxes and check the appropriate circles. Disregard topics that don't describe your building or equipment. DO NOT place checks In the two left columns. INSULATION PHASE ()Exterior slab Insulation, if not located on the interior, shall be R -10 (Table 5 -1, 6 -1). ©Interior below -grade wall Insulation, only if none on the exterior, shall be R -10 (S. 502.1.4.10) ::;::'c::'::F ti: ?` ;::;:F•:F;:;:Fi {::: • }:F' : }: •:} <: •::: •:::F::::::•:.. r:;: r:. 2;: i::;:•'•.;>:;:FF:;.;::::: :::i:::::F::: %:::;:;;;:; {:;::oF : F. = inoiudl ,.:::ri ttiy t T ts} shall b i Sk t tiQd wit out om . r ss On tti ( �... +:c:•• :...F •:, }.:; ..... ::: xox : -. �. I v: L' ....... :.. :..� �.: t Imo. - v 1.:: $i:::;!%�F:: } %Y: %i::?k' Y.: %}i <a'i �4i�'•Itv�:i:•,..2.....RCi. 15 bate f pool l air be Insulated rithout compression to Ci' b1e fi-I QSkylIght wall Insulation is installed and equivalent to the required wall R- values above. nstatlae:toward:the appropriatecelir ace >as ,ral resontsd below ystarty etflciern e••p ka raqulre.1110, $ltai be$meti er the ioflowin compllal s Furnace and heat pump Options may be change before July 1, 1991 I >f:QrCA „afr; gr ace „AFllE.i y T8 (Options t, It, IV, Vt, Vii) .::t t, } rombustlon eatln Maximum .heatin syst� • because <<. GAMA Iiste.... st{em:s:sh� 0% of desi • Option UI)) lave Fternit Xdeeds the �WSEC Insulation phase requirements: Inspected by: Date flNAL` h °&ttl.atue ❑ stem IRS >arE ou, tton ><_> e instil &t.edmithout compression ....:..:( -1 R38 t4ptiotl Yll....: All options Page 5 of 6 ..,.•try.: IMPORTANT* DO NOT place checks In the two left columns. FINAL PHASE (Continued) ()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. ()Airflow between fresh air ports and the whole -house fan ensured by undercut doors or grills (S. 302.6.4) ()Loosefill Insulation OK if (S.502.1.4.5): ❑maximum ceiling slope not > 3 in 12 2.30" 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 ()Clearances 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). Service hot & cold water piping shall be insulated to R -3(S. 503.11) Service recirculation hot water piping shall be insulated to Table 5 -12 ()Heat pump thermostat shall have progamable capability (S. 503.8.3.5) Thermostat provided fo'r'each HVAC system with range of 55 -75' F.(heating) (S.503.8.1). 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). 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) 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) Electric water heater(s) shall have (S. 504.3) : El separate power, or gas shut -off 1 1987 NAECA Lable on tank ❑ noncompressible R10 pad (unheated spaces only) 8 Temperature settings 120 F. 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 0 Piping insulated to S. 503.11 All fireplaces (S. 402.3) shall have: El 6 square inch combustion air supplyduct w/ tight fitting damper, directly connected to the fire box Ea Tight fitting glass or metal doors. Solid fuel burning appliance(s) (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), 0 0 0 WSEC Final phase requirements: Inspected by • Date Page 6 of 6 City of 7LkwIa Instructions: 1) Carefully review the requirements of each of the options below. Choose an option that best sults 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 stall 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 Chaplet 5, Component Performance Worksheet, or by using an acceptable computer program such as WATTSUN 5.1. Plan Review. (For official use only) Selected Option Is appropriate for this dwelling design. YES ❑ No ❑ Option _ may be a better choice. Notes' Approved by: Date: Page 1 of 6 OPT II HVAC AFUE Glazing max: % of floor U -value 2 12% 0.65 Door U -value (R- value) (R -2.5) (R -2.5) Ceilings: with attics vaulted Walls: above grade below grade Interior or exterior Floor Slab on grade Footnote: 1) The "Z" symbol means more Than or equal to; "A" means Isis than or equal to. 2) Glazing trade -otla may be made If the Option U -value requirement Isn't exceeded. n�>. r> pn ; nc.<: :,:r•,,.n,�m..:t,...:..33:t$'.. �y..�,,.,+x: „ r..:3C- x'F •�S•'� . .` �',� �''2� `: �. .. �`t•. ��,.� WEES/NORAD/APR 8, 1991 cOMP nEOU 1991 W SFC SIDFNTI iL. COMPI.IANN CIIFCKI 'sr IMPORTANT: Please supply Intormetidn ih the shaded bdkbs ehd eMeek the appropriate circles. Disregard topics that don't describe your buttdtng or equipment. DO NOT place checks In the two Iett columns. INSUI ATION PHASE Exterior slab Insulation, If not located on the Interior, shall be A -10 (Table 5 -1, 8 -1). Interior below -grade wall Insulation, only If hone on the exterior, shall be I1 -10 (S. 502.1.4.10) Os PO t„,t; 4,p5./g • S5 o"r"b a:�� ' • , :�',�4��'.a£:. .�`'�'i 1(( �.,t� ,����,,:.i! .)/ eo Skylight wall Insulation Is Installed and equivalent to the required wdll l- Values tibove. .::• ii', {.::.{;.. ?'::•'J:•:•}3•; {.. @,.i�: ?a::,:i:. }. }y.itrCc.rg rv+ • • • i:� • .,mot 3i`:$ � ':.� "�• �¢:��•'�i Furnace and heat pump Options may be change before July 1, 1991 .pt7aEt$1i: 1 .leted< i:.kc.•.i;i „i �.x:g!. € {.i..,,:. {.sa a� �::;, g:}:$•. �!•:{: a: c: 2!{•>: isfi? i:'.�? {7;:: {i'{;i�tx}. ~:{;Y;. }i �: i }: {; ?v:., .. ,,: lei:::;,.::::: ;::::'::::... ..� { >.•...:;' i:Y,.'•:f�:::;i:i:i: �: <:.i:.:,.;:::•:,.;•: } ?, { ?Y:;i:;.5: {.. +, WSEC Insulation phncs romtlrpmpnt : Inspected by: Date J FINAL PHASE ❑' Page 5 of 6 IMPORTANT: Supply information In the shaded area by checking the approprlate circles. Disregard topics that don't describe your buildIng or equipment. DO NOT place checks In the two lett columns. FOUNDATION PHASE 0 0 0 .6. add tv:,• a 11 JncondItioned c lerneath toward the condltfoned staci 0 *Plgtit0iiiiiiie • 0 00 00 WSEC Foundation phase requirements: Inspected by: Date FRAMING PHASE CD insulation baffles 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). . . . . • • • •••••• ••• ••• • . . Glazlng efftclency reqiiirec k.'" • J,65 OPtion • • ION Symbols used: zr. equals > greater than < less than A greater than or equal s less than or equal UPDATED APRIL 8, 1991 Page 2 of 6 ❑❑❑❑❑❑❑❑ ❑❑❑❑❑❑❑❑ IN9PreTION APPnovto IMPOAtANT: did Not place check* In the tWb left eblUfrtns. FINAL PHASE (Continued) ❑ n Exposed foam Insulation shall comply as follows (S. 502.1.4.7): • Protected with metal oi piasuu flashing, or other suitable matertat that extends below grade. tJ Insulation Is approved for sub- grade, exterior use and properly Installed. ❑ ensured by undercut doors or grills (S. 302.8.4) ❑ sAlrflow Looeeflll Insulation OK If (S.502.1.4.5): between (rash air ports and the whole -house tan e ❑maximum ceiling Slope not > 3 In 12 . ■ t30" of clear distance from top of bottoni chord to underside of roof eheathIng et the roof ridge, ❑ Op 8 mil black polyethylene ground cover, lapped 12" at Joints and to foundatloh wall ❑ EClearances shall meet listed minimums betweeh Insulation and (9.502.1.4.2): Ci chimney CI Non -IC rated recessed lights: 1/2" to combustablet3, 3"16 Insulation, ❑ Attic hatch shall be Insulated to required ceiling 11-value and Is weatherstrlpped (S.502.1.4.4) ❑ ai Attic access shall have wood dam or equivalent to retain lobed fill Insutaton in attic(S. 502.1.4) ❑ D All exterior doors (except 20 minute doors) shall be weatherstripped (S. 502.4.4), ❑ 2 SetVtce hot & cold water piping shall be Insulated to la -3(S. 503.11)• 0 3J SOVIce recirculation hot water piping shall be Insulated to table 5 -12 [� 3J Heat pump thermostat shall have progamable capability (5.503.8.3.5) • ❑ Therttiostat provided foF each HVAC system with range 4155 -75' F.(heating) (S.503.5.1). ❑ 7 Reedlty accessible, automatic or Manual tnenf~e provided to restrict or shut -eft Heating input to each tone or floor during periods not requiring heat (S. 503.8:3.1). ❑ J Controls for backup heat prohibit slmlltaneous operation of the primary system (S. 503.2.2(2)). ❑ i Mechanical ventilation system shall have timer, dehumidistat, or switch (S. 3o2.3.1). ❑ 3] Mechanical ventllatton ducts Shall have Insulation R -4 lh uncohdltlohed space§ (9.302.5) 0 7 Mechanical supply ducts In conditioned Spaces shall have x11-4 InSulatlon (9.302.5) ❑ §supply ducts shall have volume dampers, or the equivalent, to balance system (S. 503.6). ❑ JSupply and return air ducts shall have sealed duct Joints In uncondllidned spaces (S. 503.10.2). ❑ 0 HVAC plenums, supply, at,ui I eiur IS air ducts shall have R -8 InaUJatton (Table 5 -11, All options) ❑ I Electric water heater(s) shall have (S. 504.3) : tR separate power, or gas shut -off d 1987 NAECA Lable on tank ❑ noncompressible 1110 pad (unheated spaces only) FI Temperature settings 120 F. ❑ JShowers and lavatories shall limit flow to s 3.0 gallons /minute (S. 504.8.1). ❑ JSwimming pools(S. 504.5) shall have: ❑ readily accessible ON /OFF switch (pump, heater) in Pool cover d Piping Insulated to S. 503.11 ❑ JAII fireplaces (S. 402.3) shall have: tl1 6 square inch combustion air supplyduct w/ tight tilting damper, directly connected to the (ire box ® Tight fitting glass or metal doors. ❑ *Solid fuel burning appllance(s) (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 unhealed spaces. C1 „Radon monitor shall be supplied to the building (S. 302.2), WSEC Final phase requirements: Inspected by: Date 9 Page 6 of 6 CO$M UANCr AEaul1Eb IMPORTANT: Pierian supply Information In the shaded boxes and Check the appropriate circle§. Disregard topics that don't dAScribe your buliding or equipment. b0 NOT place checks In the two left Columns. FR/tM!NG PHASE (Continued) D D D a Glazing/skylights by type (S. 302 V No. Manufacturer Frame material # Layers Model p Area (F12) Uo value Tested? if Cr V; P.4 `0.... /<os U. Yes 4I >'(o Imo? U.'1 Yes / (et U. 4-I-71 vas . 3 I. 5 U. A_9_ Yes • y U.�°L Yes g S 1 IVi S N CUUC) C v N > • g / D U. 6---6.5 Yes • Yes S Yes Qi U. '} 1 M) !— �/l R A U. " _ U. Yes Q U Yes Q J Single G l a zl n g (No more than 1% of floor area before doub Ina, S. e02.72) U. Yes Q Type: No: Area: X 2 U. Yes Q Type: No: Area X 2 U Yes Q WO Untested Glazing ( Use only default U •valueeln Chapter 10 ,5.502.1.5.1(4)) 41440x.;ii:;�z�r,. ris }iii,% ,,.�.;��14�` Type: No Area U. Type: No Area U. TOTAL GLAZING AREA (Add entire column) . --- -- 395 ' «< >t Irnurti Allowed glazing nrba(S 602 8 1) is derived fr 3 9 5" > F.12 and dividing by the total conditlonei ittI y L Ie number by`i rn 'his va hJ a.n't•pxca iho i zI . ay4�::'�':•: :..:1': tn':: :: is �::.• �; v. <.�. :::\ .'.� ybt�. Gttfri�nt s�,t.la.n,Ins�r.ttfclent, U ��lue� 13ha be Justified f fe' testing reroFt; D 13 Glazing air leakage(S. 502.4.2 (c)) measures shall be met as follows : © fixed site bullt: slops with sealant. ■ operating site built: weatherstripped with closer D (j% Concealed Insulation shall be placed: MI behind shower /tub behind partition studs /corner D ® Standard air leakage (S. 502.4.3) caulking Is complete and Installed In the following locations : W between Sole plate /subfloors ®partition stud penetrations IlliwirIng/plumbIng/duct register penetrations ■ light fixture/ flue penetrations 3 of 6 rim joists/mud sills (heated lower floors) Ili around window and door frames Page APPDOVED INSPECTION IMPORTANT: Supply information and check appropritite elreleS In the shaded boxe. Disregard topics that don't describe your building or equipment. DS) NOT place checks In the two left columns. FRAMING PHASE (Continued) D D D LJ D CI D Sxhaust ventilation shall be provided for each dwelling unit as follows (9. 302): 7 ma' =mews',' - -- ,:,..----- ----,........., ','<.:,,i •••,. , ,',..<4,',34.',,,,ISMatattatOMMIMMTRWRefiSf.""f .,f. Location Minimum at .25 w.g. Mfr./model r:4"41411.St .. Fan label CFM(.IW.O.) ., Kitchen fan 100 CFM Foci- tNAH --710oXteCi-o N t)Tot.1 696 N goo C.,Fti 6-6) p Bathroom fan( ALAS M/150 : a CFM — i Bathroom fan , Aks; 50 CFM - N u r 0 r•( 1, I D 7o cr Bathroom fan(HY4l--1- ) eirt-1 50 CFM a - PI.UTON d=7c14 'NI CO c-rt4 A div. Laundry fan 50 CFM I— NVTiot■I Co% NI CO C. Frv■ Aefg-G 0 50 CFM (1-2 bedrms) r 7 Whole house fan' 0 80 CFM•(3 bedrms) • (choose one) L. • 100 CFM (4 bedrms) NvTot4 QT 1 0 _VIA,..7...... ..._1..10 .c.,- Afi: ,:;::::igva,:.::::,„::.:!:::,„„ . ::: ,::.RMP ' liMintianitEMMEMittiliiiikitilgtiiiik::,. 1 : 6 E:t ED Mechanical ventilation fan ducts shall be ›. 4" and properly sized using IA0C,Table 3-3. cj tOV • 9r040. dwelllng - .m: Tested, s�r�ed, onrbIlab1 • Or.P• all I , tor bedno k.-06 \-• ). E.1 cJ essGd • (S 50244) shalt comply W/ one �rbi�re dt tj loIIdWh 10 rfled, with no Slots or hole In oans c,atjlked r 0: w/ 1/2 cloarance to " an ,...afiAiwn6ii.16.ii;:i.ormi6":••• ................................................................ (WSEC Fran) ing phase requirements: Inspected by . Date Page 4 of 6 CITY OF TUKWILA Permit CL__.er _r 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 H -6 Prescriptive Heating System Sizing for Single Family Homes New Construction Washington State Energy Code Chapter 9, Climate Zone 1 PERMIT APPLICATION #: j Gj (49- obi 9 Project Name: Kenn- Address: , g 1 i s 150 5 1" - Residential Building Number: 1. Prescriptive Option W.S.E.C. Chapter 6, (check building permit option used): ❑ .1. ❑ Il ❑ III. Ill iv. ❑ V. ❑ VI. ❑ VII. ❑ VIII. 2. House Square Footage (HSqFt) AA 15- 3. Heating System installed, (check system type below): ❑ a. Electric Resistance /21 BTU /h per sq. ft. ❑ b. Electric (forced air) /24 BTU /h per sq. ft. ® c. Other Fuels (gas, heat, pump) /27 BTU /h per sq. ft. 4. Equipment: a. Make T-Rp N1 a' b. Model 7fl 0 f (. U C_ q 3 6 c. Size in BTU's Cp G 000O o07- Pu 7 5. Calculation /(HSqFt) BTU R a / - (see line 2 above) /h X g —7 (see line 3 a, b, or c above) -5-9)E3 O r' BTU Equipment Maximum Size Applicant's Signature: 7/9/96 Date: //,/519 Coo CITY OF TUKWILA Permit Cent( 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 H -16 Submittal Checklist MECHANICAL VENTILATION INTEGRATED FORCED -AIR VENTILATION REQUIREMENTS Project: KENT Address: Lot #: Permit #: q 00'7 -/ 1. Intermittently operated whole house ventilation systems shall be constructed to have the capability for continuous operation, and shall have a manual control and an automatic control, such as a clock timer. 2. Integrated forced -air ventilation systems shall have a 6 -inch diameter -or equivalent outdoor air inlet duct connecting a terminal element on the outside of the building to the return plenum of the forced -air system. The outdoor air inlet duct shall be equipped with a damper or other device that regulates air flow to a minimum of 0.35 air changes per hour but not greater than 0.50 air changes per hour under normal operating conditions. The outdoor air connection to the return air stream shall be located to prevent thermal shock to the heat exchanger. 3. The following calculations describe the range for minimum and maximum air changes per hour under normal operating conditions. Area of house X Ceiling height X 0.35/60 = min. CFM required Area of house X Ceiling height X 0.50/60 = max. CFM required This house: Minimum CFM = 1 1 0 Maximum CFM = F3 The duct damper has been set and tested to regulate the air inlet duct flow to l 20 CFM and is therefore in accordance with the Washington State Indoor Air Quality Code requirements. Name: MECHANICAL CONTRACTOR EAI7 1_1� f�SEL.F3/VO (please print) LNG /DUI2OERS Company: PA G F I c AIR S Y S T- EN\ S Address: / / / a / . Al 7-1, A V S T041 Aei A ei� q8 4-14i H Signed: ? Date: / / //619<v MECVENT.DOC 7/9/96 CITY OF ' IKWILA Permit Cent_ , 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 H-lla Certificate of Water Availability PROJECT #: Doi (W -O o'"1 L (Required (To be completed showing 98/8d`_ only if outside City of Tukwila water utility district) by applicant) hydrant location and size of maim): PART A: Site Address (Attach map and Legal Description 4,11 •4?,71-c--s, /572T) -7744.,./0,4.9 Owner Information: Agent/Contact Person: Name: /CA ,t /624 f I %/ Name: ,/v �ivi %3i e , -- for 7'�.c1c� Address: tiOd 3 , /s-7 iii/4.4t k/3 A' Address: 35'( I -- 1 71q ve S. ifirti,/,-), r✓p yam/ Phone: I /39 - 9/ 2 'j Phone: ?3 ' - 94702 This certificate is for the purposes of: Pl Residential Building Permit ❑ Preliminary Plat ❑ Short Subdivision ❑ Commercial /Industrial Building Permit ❑ Rezone ❑ Other Estimated number of service connections and meter size(s): / Vehicular distance from nearest hydrant to the closest point of structure `/r° ft. Area is served by (Water utility district): #- / 2 �J Owner /Agent Signature: A Date: PART B: (To be completed by water utility district) The proposed project is located within '7 (City /County) The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: (Use separate sheet if more room is needed) Based upon the improvements listed above, water can be provided and will be available at the site with a flow of gpm at 20 psi residual for a duration of 2 hours at a velocity of fps as documented by the attached calculations. I hereby certify that the above information is true and correct. / Agency /Phone By Date PART C: (To be completed by governing jurisdiction) Water Availability: ❑ Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item C2 are met. ❑ System isn't capable of providing service to this project. Minimum water system improvements: (At least equal to B2 above) (Use separate sheet if more room is needed) Agency /Phone By Date WTRAVAIL.DOC 6/5/96 r PROJECT # CERTIFICATE OF WATER AVAILABILITY PART A: (TO BE COMPLETED BY APPLICANT) �/ 1. Owner Name /Address /Phone: `J P(Q nor j%y 44Y YP /S S. /5-01 -? to - 409 —9V 27 Agent or Contact Person /Name /Phone: See 96-4fori , wry 9,51y 1t '4 407y— C1)119/ Site Address (Attach map and legal description showing hydrant location & size of main): Cv/ /"�/04- /9d4w,f / V'? / oh 2. This certificate is submitted as part of an application for: Residential Building Permit ❑ Preliminary Plat ❑ Short Subdivision ❑ Commercial /Industrial Building Permit . ❑ Rezone • ❑ • Other:. 3. • Estimated number' of -s ervice'connections and meter size(s): / 4. Vehicular distance from nearest hydrant to the rear of the furthest structure: ft. 5. Minimum needs of development for fire flows: gpm at a residual pressure of 20 psi. Source of minimum flow requirement ❑ Fire Marshal ❑ Insurance Underwriter ❑ Developer's Engineer ❑ City ❑ Utility ❑ Other 6. Area is served by: (Utility) Owner /Agent's Signature: Date: /a/ /f4 (Reverse side to be completed by water utility and governing jurisdiction) 05/06/94 PART B: (TO BE COMPLETE 3Y WATER UTILITY) 1. The proposed project is located within 7T-14 Lw I R-t k' (City /C ) 2. Improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: 3. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of 13 O5 gpm at 20 psi residual for a duration of Z- hours at a velocity of $ fps as documented by the attached calculations. I hereby certify that the above information is true and correct. kt. Co .W £ts-rt/2' Age) /Phone att2 -95Li7 By 1p- Z9-9 Date PART C: (TO BE COMPLETED BY GOVERNING JURISDICTION) 1. Water Availability - Check one ❑ Acceptable service can be provided to this project. ❑ Acceptable service cannot be provided to this project unless the improvements listed in • item #C2 are met. ❑ System isntt capable of providing service to this project. 2. Minimum water system improvements: (At least equal to B2 above) Agency /Phone By Date 05/06/94 CITY OFD "UKWILA Permit Cerr 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 H -11 Certificate of Sewer Availability PROJECT #: 0 9 (p -OOiLi (Required only if outside City of Tukwila sewer utility district) PART A: (To be completed by applicant) Site Address (Attach map and Legal Description showing Llg1 ate-- Sa44 f1, . / s✓ T'' 77 kw . / L hydrant location and size of main): ✓!¢ q d'irg Owner Information: Agent/Contact Person: Name: /Pant, ,�e,Z.i— / Name: ;/2 T3re7v, —eonl''R‘•Ar- 4-/09- S, /sor, r�. t la , K/� Address: 3 r a6 5 — 3.7;4(40.5 4,41,)7,017swof 'Address: Phone: 4/39 - 4i /"LEI Phone: cr 3 6 - 16? 410 Proposed Use: Mir Residential Single Family ❑ Mufti-Family ❑ Commercial ❑ Other This certificate is for the purposes of: ,l Residential Building Permit ❑ Preliminary Plat ❑ Short Subdivision ❑ Commercial /Industrial Building Permit ❑ Rezone ❑ Other PART B: (To be completed by sewer agency) 1. 0., a. Sewer service will be provided by feet from the site and side sewer the sewer system to the trunk or lateral a collection system connection only to an existing size sewer has the capacity to serve the proposed use. sewer system of: 5.e_-_--- 4 c `ui to reach the site; and /or on the site; and/or or in b. Sewer service will require an improvement ❑ (1) feet of sewer ❑ (2) the construction of ❑ (3) other (describe): 2. (Must be completed if 1.b. above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan or ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. ❑ a. The proposed project is within the corporate limits of the district, or has been granted Boundary Review Board approval for extension of service outside the district or city. or ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: SAC 4i/a- -hod a. District Connection charges due prior to connection: GFC LFC UNIT TOTAL (Subject to change on January lst) METRO capacity charge $750 billed by METRO after connection to sewer system. b. Easement(s): ❑ Required ❑ May be required c. Other I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from date of signature. Agency /Phone By Date SWRAVA!L.DOC 5/29/96 :CERTIFICATE OF SEWER AVAILABILITY ❑ CERTIFICATE OF SEWER NON- AVAILABILITY lArac [Building Permit ❑ Preliminary Plat or PUD ❑ Short Subdivision ❑ Rezone or Other Proposed Use: Residential S.F. MulitFamily ❑ Commercial Other APPLICANTS NAME „e,” � 7L" c”-9./.2, PROPERTY ADDRESS OR I /((( / _ APPROXIMATE LOCATION let & c /v� O DESCR I PT I O e- /`- 411 /Vie ,./e51--.:42,//..4.-/ �-.-� /D�%,.� (Attach map & legal description if necessary) ++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ SEWER AGENCY INFORMATION 1. all Sewer service will be provided by side sewer connection only to an existing size sewer feet from the site and the sewer system has the capacity to serve the proposed use. OR — b.1_ 1 Sewer service will require an improvement to the sewer system of: 00 (1) _feet of sewer trunk or lateral to reach the site; and /or ' E_J (2) the construction of a collection system on the site; and /or vl (3) other (descr i be) T 1POs*WY DU WM.'uwtip vitro". ?a btori `e • Li»TU.. WiAtierty SEW6 t AnS ArVxtt.M 2. (Must be completed if 1.b above is checked) a.l 1 The sewer system improvement is in conformance with a County approved sewer comprehensive plan. OR b.L_1 The sewer system improvement will require a sewer comprehensive plan amendment. 3. a.I The proposed project is within the corporate limits of the district, or has been granted Boundary Review Board approval for extension of service outside the district b.�or city. OR Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: a. District Connection Charges due prior to connection: GFC 4610E2- LFC Orotn ita- UNIT TOTAL l950 A? (Subject to change on January 1st) .+-a Mme, Capacity Charge $75@ billed by METRO after (/ connection to sewer system. b. Easement(s): V. Required Maybe Required c. Other: a!7"}/ el('' T4I'Io 4ppnO A.._- I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from date of signature. VAL VUE SEWER DISTRICT MartaT . J . Mate E r lich or Ins ctor, Steven Fletcher !D— 3 / —fG• Date • WATER DISTRICT NO. 125 P.O. BOX 68147 SEATTLE, WA 98168 (206) 242 -9547 RANDY /KAREN KENT 4830 S 152 ST SEATTLE, WA 98168 Please return above portion with your payment. TO AVOID A 10% LATE CHARGE, PAYMENT MUST BE IN THE OFFICE BY 11/21/96. 4:30 PM. Account Information j Description of Charges Account # 016510 0 Service Addr. 4830 152 ST S Prior Read Current Read Usage 950 07/18/96 977 09/19/96 27 Bill Date 09/21/96 Due Date 09/30/96 Average daily usage 321 Gallons Average daily water cost 0.76 PRIOR BALANCE 0.00 CONSUMPTION 31.25 1" RES TUK 16.40 Last Payment 08/05/96 61.40 Total Due Mailing Address P.O. BOX 68147, SEATTLE, WA 98168 Street Address 2849 S. 150TH, SEATTLE, WA 98188 Phone No. (206) 242 -9547 Office Hours MONDAY THROUGH FRIDAY 8:30AM TO 4 :30PM (4M7.65 After Hours Emergency Call: (206) 242 -9547 Please allow 5 days for mail delivery. p� N it. WN_. 0 m quip (13D R. NO alg?4 a4) .1) 8 (1) 0 II W 0 0 8 CO ▪ 23 N (A n o< Ro o QN � S � C x ID a D2. Cocci CO 5r q ;1'7 w•n__ cb .4t R. 5: o -u rn rn ah —4 a XI co • 0 r O �. 4.1 r. -� QS'f! () O SSO a 0 n <� P. -r7 cnro�Q -� 0��-cn • • c ") (D � (D G) to (D c , sv O- — n) v • n o L ,' -o w CO �a�o, • cfl?sn°) °'3 v (n cD � Q• � 0..< � r > C te' * 7..•:°. .• 0 p c) n r. u) 0 cup .7., St cc:. a 5 . : 1;`)_ CT 0 O u!EJp (plaid CITY OF TUKWILA APPROVED APR 1 8 1997 AS NO C�UiLDIidG DIVi31 TO: FROM: DATE: SUBJECT: City of Tukwila John W. Rants, Mayor Department of Public Works NOTIFICATION OF UTILITY PERMIT ACTION Permit Center Public Works Engineering April 16, 1997 Kent New SFR 4811 South 150th Street Permit No.: D96 -0074 Contact Person: Randy Kent Phone: (206) 439 -9129 Ross A. Earnst, P. E., Director THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON APRIL 16,1997: Land Altering Storm Drainage PERMIT FEE $15.00 $25.00 TOTAL: $40.00 Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the permit file. JJS /sal CF: Development File (with copy of application and plans) PW Utilities Inspector (with copy of application and plans) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 41313665 CITY OF TUKWILA Department of Community Development Building Division-Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 REVISION SUBMITTAL DATE: 7/q`? 7 PROJECT NAME: 21(je-/A7L A/0-4--) PLAN CHECK/PERMIT NUMBER: 0 9 - 0074' PROJECT ADDRESS: 4-8 / / 5 / so 67- CONTACT PERSON: Q,k10// PHONE: 4-3 c? 2? REVISION SUMMARY: ie-)/Se--C 51/1-e 0/62.").40. 5406„);0 -114e disspeestbi c4-12/ ,ei_eaged 1/1,e_i 57,d ,y /Ye 4 //As 15-t-et ,/za741 frese.4--f 50 cie.soy2 m-ejahhbe 2://p1 /7eviiekvis( cx_i4er nek) sr/ern -/t7 reeiiedy -fete siVr-cc2-74:ni-7 SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: c)(70-0402- 5?-e-c ce-i- PG0 1/(6,(1?-? CITY USE ONLY April 15, 1997 Dept. of Public Works City of Tukwila Re: Storm Sewer/Drainage System for Kent Residence If the present design of the Storm Sewer/Drainage System causes the neighbors drainage problems, we will have an Engineer design a new system to remedy the situation. Sincerely, Randy K. Kent Karen K. Kent 4811 South 150' Tukwila, WA 98188 RECEIVED APR 161997 TUKWILA PUBLIC WORKS L �. / KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL FIGURE 4.5.11 ROOF DOWNSPOUT INFILTRATION SYSTEM OBSERVATION PIPE PLAN VIEW NO SCALE • OBSERVATION PIPE 4 RIGID OR 6" FLEXIBLE PERFORATED PIPE INFILTRATION TRENCH PROFILE VIEW NO SCALE 4 RIGID OR 6" FLEXIBLE PERFORATED PIPE OVERFLOW SPLASH BLOCK ROOF DRAIN SUMP W /SOLID UD WASHED ROCK 1 1 /2" -3/4" 24" A FINE SCREEN MESH VARIES I 10' MIN OBSERVATION PIPE 4 -6' PVC PERF PIPE IN 5.0' MIN C8 SUMP W/ SOLID 1.10 COMPACT BACKFILL 4" RIGID OR 6" FLEXIBLE PERFORATED PIPE • 1.+ -24" SECTION A NO SCALE WASHED ROCK 1 1/2" -3/4" WRAP GRAVEL ENTIRELY WITH FILTER FABRIC 4.5.1 -5 tRyOOi-I 11/94 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL. FIGURE 4.5.1C ROOF DOWNSPOUT INFILTRATION SYSTEM FOR COARSE SAND AND GRAVEL 3/4"-1 i/2" WASHED ROCK X-SECTION NO SCALE , 4.5.1-6 11/94 Ar:714, Dal" oenq • - • r': :r ,Ctu42,51.07M40 0"./4 11/t.A Vt,?4, Mttmrr .at.21,annwL- 71!.1..R.Minoru,i MAC CTOXartlmW.C+xetf.WTIOPOOPMffl tigrW11itOK.V...w *: 4i CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 CITRECEIVED ILA APR 0 71997 PERMIT CENTER REVISION SUBMITTAL DATE: PLAN CHECK/PERMIT NUMBER: ,D C1 (0 0079 PROJECT NAME: Ke(-V--- �iGi� �G r i 1 PROJECT ADDRESS: —4`z51 3 l e CONTACT PERSON: " 3 \(\ 13Y-Q. j &r REVISION SUMMARY: 1) PHONE: 4671n CH 62e_ /7,r :J ,1 J;J( , /t41 Co I 1 ' , %i✓ 5 f ha r-ks, 2� ,4i 44. ?:it'7i -Oi Gre. rtscal 3) 77' 47.:)4, . rJakt YrC 5 to r) Fell . n o jCpi D h 1, it /cm • SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: CITY USE ONLY Bldg. Planning Cin Fire Public Works 3/19/96 ��Fi�" tlS tS" w'iY�iclk '- c`4'E'�':�kt:Sa'Autta+V City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director April 4, 1997 Mr. Randy Kent 4811 South 150th Street Tukwila, Washington 98168 Dear Mr. Kent: SUBJECT: CORRECTION LETTER #2 Development Permit Application Number D96 -0074 Kent, Randy & Karen 4811 S 150 St This letter is to inform you of corrections that must be addressed before your application for development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed review comments from the Public Works Department. At this time the Buildng Divisoin, Planning Division and Fire Department have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. Sincerely, . —1,0(2,0 L'1,-0(5(7r) Kelcie J. Peterson Permit Coordinator Enclosures File: D96 -0074 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 4131.3665 DATE: rlwov c City of Tukwila John W. Rants, Mayor Department of Public Works Ross A. Earnst, P. E., Director PUBLIC WORKS DEPARTMENT COMMENTS April 4, 1997 PROJECT NAME: KENT - NEW SFR PLAN CHECK NO.: D96 -0074 PLAN REVIEWER: Contact Joanna Spencer at (206) 433 -0179, if you have any questions regarding the following comments. 1) Revise your site plan to show a five foot (5') building setback from the right -of -way as required by the Planning Department. 2) All utilities shall be placed underground. Applicant may apply for a "Waiver to Undergrounding Ordinance" if applicant wishes to maintain above ground utilities, or if the existing power pole will remain on site. If applicant wishes to file for a waiver, a letter of financial hardship shall be submitted, along with an estimate from the power company outlining the cost variance between overhead and underground utility installation. This documentation shall be submitted at the same time as the "Waiver to Undergrounding Ordinance." All applicable paperwork necessary to pursue the "Waiver to Undergrounding Ordinance" are attached to this notice. 3) The proposed house shall be either sprinkled or applicant shall install an additional fire hydrant per Fire Department requirements. 4) Applicant shall sign a Proportionate Fair Share Agreement for each of the following items: water, sewer, storm drainage, and street improvements. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 4313665 r taw a+ City of Tukwila Fire Department Fire Department Review Control #D96 -0074 (512) John W. Rants, Mayor Thomas P. Keefe, Fire Chief March 18, 1997 Re: Kent, Randy & Karen - 4811 South 150th Street Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. In lieu of a fire hydrant, an approved residential fire sprinkler system may be installed when vehicular travel distance from the nearest hydrant exceeds 250 feet. All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to The Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Calculated sprinkler systems shall be designed with a 10 PSI cushion for low reservoir conditions. (City Ordinance #1742) Contact The Tukwila Fire Prevention Bureau to witness �r PI; 'l�, ■ r P �..�! "'.:�� sh :' :R? �ryA 7 ;V -� �.•.. �L� v�.. rLi.tG: ... �.. City of Tukwila Fire Department Page number John W. Rants, Mayor Thomas P. xeefe, Fire Chief all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 2. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (UFC 901.3) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, • The Tukwila Fire Pre Atn Bureau cc: TFD f i l e ncd CITY OF AKWILA Department of Community Development Building Division- Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 :P::nt-1.v[i.'i^(ve47!443. mtovcotc.,..pu..wopr.:v'c !.. o.,,,",∎•": it•. A` ec#4,: ti' 4i"i ot-' SItgalV /Yi13,+119,9ted /� �S %ur•:� �G /% 66r4 •; /• - CITY OFEITVUEt WILA MAR 1 21997 PERMIT CENTER REVISION SUBMITTAL DATE: 3ha 191 PLAN CHECK/PERMIT NUMBER: Dq(o -QQ71-/ PROJECT NAME: I er) t11 � Cu 3an 4- /"1 of PROJECT ADDRESS: /7// S/50 5 CONTACT PERSON: 3nh r1 13 (.Q CyQ r PHONE: %3%-- -140 REVISION SUMMARY: le¢`- #-s,E•;r, ofd' /nq., fo rot cy /ou":o rni T[i.•,Ia/A /t)rJ/ 16/ cwiVR�ti t • 1'�,e- ��JJ 11 / 7 . T O /c),4,4v. &pi i ; #Q e 1/. #;- 4// r1rAA 170 7 r0 / /0/ o' 7%6 Pic^Or`•.''n /?iv GI eJOF /Tfi.;,)7;YnlOh lo , Rev, #3 04'4 i.', r ,A/- r �AI /'.-t.•4, 1.0 r,<4.., v: ll t /,,,,,;4 1. Pei / `[ - A/1 (44/1115- 5� // 4.e Lou5/iu06J f u,.id ,C? I ! e .P./rs/i?7 Jok/FP po 6 ?e t S- urhT%% Siuier o., d pcwoor •S �i own . eewit, ^ .SPt mcsia - S'-4 is omit' 07 Celai. pet /. c /a Ira f%7 /.,P SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: CITY USE ONLY 3/19/96 . • „IQ's. • /6 o%lb /26.4 a) Iy LOT / 0. ti 01' a. �4'pti,$ . Y /s l6. 0o if /' t• C1 '4 /26.4 v)0EO. er S:;!2 s o T H • • IV3 f 63.4 LOT 2 in k 0 066 in N_ 63.¢ c LOT 1 ti 0 co 124.4. ' s-r. /6 90 // 026:'s,c ,. 4 7 VO L 004200 1 2- 9 0 27\ 1. ©7/y 6 I /61/461 4,7 ■ 1 ti c#. �bo I ti p110 • /3 0 1 37.e.zsi 2 Z e.2S% VAC.; oay. d851 J f3jeZ. V i2SK 7. 40.17 t /0, /1 o /S 0 113 I. I.!S /S„ �z , ta • 0.1 %• l ijs 376 • 15. • --_LS 2ND • .' 5T. 4._ L ZO' ts•T Fog Ro. •.. -�_r$ 2.44 4413.771 m si H m t 0 1 87. #tied. /9.•.zW 61 °' ‘u • / �u Al2 ^ PCL. C ���OhPCL. A o 414,0%O 4,‘ 8600® OOP, 0 03k 0> q 9 + 4 ' 4 1 4 1 / " 4 1 ti 40 fieWig /µld la CL . B z N \ ° 9g5A h "0 ` v Cl23.1c7 70.43 40.47 'n LOB•o•zZW ■:: . 1Y1 h • XI co C11 ♦W 3- < iFittTal q' N COD • Y, h,• u: .1.ah:.n`+c ^.sa:?.n1�t¢_,:�.�l7 'LK >;:drK!C4.7,,,I WV.4,Te WWYWSaliva[VAlleGlIMMvg3.15.4 *.«..+w.+.r+...+ur..m City of Tukwila .uw"..0rat FILE COPY John W. Rants, Mayor Department of Community Development Steve Lancaster, Director December 16, 1996 Mr. John Breyer 35009 - 37th Avenue South Auburn, Washington 98001 Dear Mr. Breyer: SUBJECT: ,. CORRECTION LETTER #1 Development Permit Application Number D96 -0074 Kent, Randy & Karen 4811 S 150 St This letter is to inform you of corrections that must be addressed before your application for development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed review comments from the Public Works Department and the Building Division. At this time the Fire Department, and the Planning Division have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. Sincerely, ---xeict.e9 .mac Kelcie J. Peterson Permit Coordinator Enclosures CERTIFIED MAIL File; ':..D96- 0074 6300 Southcenter Boulevard, 'Sulte #100 • Tukwila, Washington 98188 • (206) 431-3670 • Far (206) 431-3665 ri.^ s° na:?t'x +: "� "ar1;'P`('rr #:*.'.T, ^�Y'?'• BUILDING DIVISION COMMENTS DATE : November 25, 1996 PROJECT NAME : Randy 8t Karen Kent single - family residence PERMIT APPLICATION NO.: D96 -0074 PLAN REVIEWER: Ken Nelsen, Plans Examiner (206) 431 -3670 1. Show on the plans addition smoke detectors for each sleeping room as required by U.B.C. Section 310.9.1. 2. Plan sheet 6, details 1, 2, and 4 must be revised to show the soil grade level at the top of the footing per U.B.C. Table 18 -1 -D footnote #2. For detail number 1 (pier post detail), the 8" minimum pier height above the ground soil must be maintained, or the wood support post must be of treated material, or the post must be mounted on pedestals 6" inches above exposed earth per U.B.C, Section 2317.5. 3. The proposed 4 mil. vapor barrier ground cover shown on plan sheet 6 must be revised to 6 mil. black polyethylene or equal, W.S.E.C. Section 502.1.6.7. 4. The plans were accompanied with structural engineered shearwall details completed by MDT Engineering. This engineering appears to indicate that 2 X lumber floor joist are used in contrast to the project plans showing a T]1 floor system. Provide an engineering clarification, specifically for the details on structural detail 4 -S regarding the blocking and doubling of III joist below shearwall panels. 5. On the plans, the bedroom windows are shown as 3 ft. X 5 ft. single hung vinyl. Generally this rough framing dimension for vinyl frame windows will provide the egress width and /or height required in U.B.C. Section 310.4. However, the total required open dimension of 5.7 square feet may be in question. Provide verifiable product information that these windows will comply to all egress requirements or revise the plans to accommodate a more obvious minimum dimension. (Note, The master bedroom is exempt because of its exterior door.) 6. Show the locations on plans of the ventilation fans listed in the submitted energy code check list. Also show the domestic clothes dryer vent. 7. The proposed attic access opening hatch is indicated to be 20 inches square. Revised dimension to the minimum 22" X 30" required by U.B.C. Section 1505. 8. Include on the plan notes reference to the plumbing fixtures performance requirements from the Washington State U.P.0 Final Water Conservation Standards. No further comments at this time. PUBLIC WORKS DEPARTMENT COMMENTS DATE: December 10, 1996 PROJECT NAME: KENT - NEW SFR PLAN CHECK NO.:D96 -0074 Plan Reviewer: Contact Joanna Spencer at (206)433 -0179, if you have any questions regarding the following comments. 1. On your site plan, specify the estimated yardage, both cut & fill for the land altering permit. Hauling over 50 cubic yards shall require application for a hauling permit prior to any associated activity. 2. Provide a storm drainage plan to assure that the new construction does not negatively impact the adjacent properties. Show roof drains and foundation drains and where they are discharged to. Contact Mr. Phil Fraser, Public Works Water Engineer at 433 -0179 regarding any storm drainage issues. 3. The proposed house shall be sprinkled or applicant shall install an additional fire hydrant per Fire Department requirements. 4. All utilities shall be constructed underground. Applicant shall apply for the Waiver to Undergrounding Ordinance if the existing power pole will remain on site. Letter of financial hardship and estimate from the power company for overhead & underground construction shall be attached to the Waiver to Undergrounding - paperwork attached. 5. Show all the utility lines that will service the new house: water, sewer, storm drainage and power including the pipe material and the water meter location. 10 foot separation is required between water and sewer lines. 6. Show location of your lot on the attached assessor map. ?."Pr.4" ■•• 0.,;•,. • ,„ , • .• • ••, .^•• •■• 1 • t. '4V 7,447.w. 0) .m 0 0 E co .8 u- m 0 P 112 198 051 AVReceipt for Certified Mail . No Insurance Coverage Provided UPOIRDSMES Do not use for International Mail (See Reverse) Sent to MR JOHN BREYER Street and No • 35009 37 AV S P.O., State and ZIP Code AUBURN WA 98001 Postage Certified Fee Special Deltvely Fee $ .32 1.10 Restricted Delivery Fee Return Receipt Showing to Whom & Date Delivered Return Receipt Showing to Whom, ,”. and Addressee's Address xiL Postage & Fees Postmark or Date MAILED 12/17/96 CORRECTION LETTER #1 D96-0074 1.10 $ 2.52 i+ZA Ott" ,t' ' iraG :a:+?!lr't',.at.,:,i;.t;,/+*a ,M1SG?:YAWN1 1.nt.rr.KS.wn:a ,. .. °,4"arAVIMIV arrr n...:.ros«...urbletarmoivoetevisk s eZOM!t:r.+rs. c City of Tukwila Fire Department Fire Department Review Control #D96 -0074 (512) John W. Rants, Mayor Thomas P. Keefe, Fire Chief November 21, 1996 Re: Kent, new SFR - - 48-1-5- South 150th Street Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #1742) In lieu of a fire hydrant, an approved residential fire sprinkler system may be installed when vehicular travel distance from the nearest hydrant exceeds 250 feet. Acceptance of residential fire sprinkler systems shall include field verification of GPM and residual pressures meeting or exceeding the listing for the sprinkler type. Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 City of Tukwila Fire Department Page number 2 John W. Rants, Mayor Thomas P. Keefe, Fire Chief work shall commence without approved drawings. (City Ordinance #1742) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 5754439 City of Tukwila FILE COPY John W. Rants, Mayor Department of Community Development Steve Lancaster, Director November 21, 1996 Mr. John Breyer 35009 37th Avenue South Auburn, Washington 98001 Dear Mr. Breyer: SUBJECT: Development Permit Application Number D96 -0074 Kent, Randy & Karen 4815 S 150 St This letter is to inform you that your permit application received at the City of Tukwila Permit Center on November 18, 1996, was reviewed at the November 19, 1996, plan review meeting. Your application was determined to be complete. Your permit has begun the plan review process, you will be notified of any required corrections or when your plan is approved. If you have any concerns or questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. Sincerely, Kelcie J. Peterson Permit Coordinator 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 Department of Labor & Industries Contractor Registration Section PO Box 44450 Olympia WA 98504 -4450 t Co - O O -7 c-{ REGISTRATION VERIFICATION TEMPORARY (360) 902 -5226 FAX (360) 902 -5228 Registered name L - 2 1997 Registration number Registration expires I.EL 4 13 t4 -t -� Contractor: Your Certificate of Registration will be sent from the Olympia office and should be received within 2 to 3 weeks. Please keep this record until you receive your • Certificate of Registration. COi�IT "-CT0',' REGISTRATION F625 -036-000 registration verification 2 -95 Receipt expires 'Thank. 13014 26 = 2' F ✓Ric ONT Ott POST$ - 1 2, `�ta isv it S`�7 o vta • (3) 20= O" /jT5 /= x;ow,?'GeMYL'2. ors ^ySC•Dee - Dg10 `oo ig 1.v LE'A4. -.r Cat, BOR*1 - FeVZ Fri APP8,q/Z4NCE O44Y- COO,CO. $I =E f �iN /SH " OWNER /S'- 9" (3 S.5° fN /N<. 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(2)2GnC°e /NT, —' I I u 0: . 28x68 SoG/b •c/Re- RA7O PER =PE . vEA'0'QoLT XEYEGiNoAS • .2 SECF•6 Lc, S/n/¢ --0„ 24..6 * PVT,' Qi: :051: 4 8 2 x G !NT, •• 2¢x66 /,07,: _ _ � 4J 8 . 0 . 28x G$ Sa[/v br'40 v2L / ' /KEY6o .Nog. poejcEri 2 Q 2.4'z6$ /N >,; PA.5 44 G06X 2 )6119A)1)1y NOTES . 70T/FG- 4-LA -5S A-,2 &k IN /N. 7A N/ S V/ .5",F. (7 '4 X /9 4. 6 Nbk 9 =0 9' .730" (z) /202.3. - UP 4./9RACre P00/35 7Y/./CA GIP( ~aF TIAMILA APF#t'9v3D RECEIVED CITY OF-TUKWILA APR ) 7I91 PERMIT CENTER, ogle- crn - _._j.. RE511DENCE FOR RANDY f KAREN 14 4930 3GUTN 152nd TUKWILA, WA 591 439.999 ' 9' ,---.<'- '-,,,, -7,-, ■:',..I, . . ' • I ',^4^•"^". ^ , - -i J FRONT =LE-VATION VI NM 11111111K111111111111111 NNIIMIIIIIIII all* 1 1111WITIM , MI 111131111111"•=111111111111 HEMMEN WV 111111111•11111M 1•11111 MN 1111111111111111111111111111111111111111111111111 MO 1111.1116=1A1 111111111111111111 MI -. aliginEMAIIII. SIDE ELEVATION 1/4" 1)6110-00?-4 'I • CITY OF TUKIAIILA APPROVED APR 1 8 1937 AS NOLO BUILDING DIVI:11C7N ciTYRSFM'a. MAR 1 2 1997 PERMIT CENTER A A . ' i.--in.).-. ■ 1 ' ; '; .4 ■ ,', , '', j, 1. •;-‘ 'it - I 1 ''; ; ' ■ , ' ;■ S C K ELEVATION I , I ...----' ■ a I ' ■ IL LEFT 51IDE ELEVATION R.41'-iN)::: AS RECIJIRED - PER CODE 1/.4, 1)9b--00-1L1 CITY OF TUKWILA APPROVED APR 1 8 1997 AS NO■LD eulLcr,:G criyANEMILA MAR 1 2 19,1' PERMIT CENTER 3 74_ — 1 ,:t ' A Li I 1.,! L...„—i 7 77 or/ l• • v— , , , I , !.1 gi k!!: Qj LJ + r )• ( 4 ' , •>i. ,ii.,:-.! 1 --- \ , r7 nh t. 1 • : • %Y.444,5 . i pm, /.4Aiuf4 !tr.,/ s•-/r. - TYR., ; 1_ -1 z!"3 t- •-t! ■ . 71 c-...- 4.3 , • - - '4' ',...• ,.? - ' 4 —1 - t ‘""-...,":,:, • - - I._ __F- 7 I- - -1{,- - - - - - - - I, 4,___.... ,....-; ..; :!,' , ., i.L. ....... .......„ ___•!-,.._„ 4... _ _ _ ..._ L._ 1...L. _ , a., L _ Is, . , , 1 1 .. •,.. t ,,.• , „ i 1 1-- • 4 k?' • , r: 1..--, . • . 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