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Permit B96-0242 - DEHLBOM RESIDENCE - NEW SINGLE FAMILY RESIDENCE
City of Tukwila ( (206) 431-3670 Community Development / Public Works • 6300 SouthcenterBoulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B96 -0242 Type: B -BUILD Category: NSFR Address: 14108 53 AV S Location: Parcel *: 167040 -0175 Zoning: Type Const: V -N Gas /Elec: GAS Wetlands: Water: N/A Contractor License No.: NORTHI *110BN Status: ISSUED Issued: 10/18/1996 Expires: 04/16/1997 Type of Occupancy: DWELLING Slopes: Y Sewer: N/A TENANT DEHLBOM ERNEST , TUKWILA, WA OWNER DEHLBOM ERNEST 13820 37TH S, SEATTLE WA 98168 CONTRACTOR NORTHOMES INC. 4503 20TH STREET F, TACOMA, WA 98424 CONTACT SCOTT WALDEN 4503 20TH STREET EAST, TACOMA, WA 98424 Phone: 206 922 -2791 Phone: 206 922 -2791 ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: CONSTRUCT NEW 1297 SF SINGLE FAMILY RESIDENCE WITH 576 SF GARAGE AND 72 SF UNCOVERED DECK. SETBACKS Units: 001 Front: .0 Back: .0 Buildings: 001 Left: .0 Right: .0 Fire Protection: UBC Edition: 1994 Valuation: 103,366.45 Total Permit Fee: 1,501.46 ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Cente Authorized Signature Date 00-. !wow- 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 provisions of any other state or local laws regulating construction or the perfor ance of work. I am authorized to sign for and obtain this build4fi�vr Signature: Print Name:_ Date: L & 6 Title: 4710k07 ! l 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. CITY OF TUrWILA Permit No: 896 -0242 Address: 14108 53 AV S Suite: Tenant: DEHLBOM ERNE'ST 'Status: ISSUED Type: B -BUILD Applied: 08/13/1996 Parcel #: 167040 -0175 Issued: 10/18/1996 *' k*****-k**'k- k**• k4********•. k***** ****.kk4 * * *4*'4* *•4**k *•4***k *k k** * * *kkk*kkkk*k4* Permit Conditions: 1. Temporary erosion control measures shall be implemented as the first order of business, to prevent sedimentation off - site or into existing storm drainage facilities. 2. 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. 3. No changes will be made to the plans unless approved by the Architect'or. Engineer and the Tukwila Building Division. 4. Plumbing permits Shall be obtained through the Seattle -King County Department :of Public Health. Plumping will be inspected by that agency, including all gas piping (296 - 4722).. 5. Elec,tr:ical.permits shall be obtained through the Washington State,,Divis.ion of Labor and Industries and all electrical work will be inspected by that agency (2411- 6630). 6. A1Umechanical work shall separate permit issued by the-,City of Tukwila. 7. All' permits ,,inspection.records, and approved plans shall be available at the job site prior to the start of any con - str.uc.tion. These..documents are to be maintained and avail- abla until final',.inspection. approval is. granted. 8. Partition :walls attached to ceiling grid must be laterally braced if f over eight (8) feet in length;. 9. Any`,e; posed insulations backing material shall have a. Flame Spread Rating of 25 or less, and material shall bear identi- fication showing. the fire performance rating thereof. 10. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1994 Edition). as amended,_Uniform Mechanical Code (1994 Edition), and Washington State Energy Code (1994 Edition). 11. Notify the City`of Tukwila Building. Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 12. All wood to remain in placed concrete shall be treated wood. 13. Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be cori- strued to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction, No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 14. There shall be no occupancy of the buildings) until the final inspection has been completed by the Tukwila Building Inspector. Project Name/Tenant: iuF_�T 7' NLT? # yl9 Value of Constru ion i�3, 36 Site Address: City State /Zip: Tax Parcel Number: /6 .7dYa a /2$ Property Owner: E 1 Jt= ,T V E//L B cvw Street Address: E or _ '2 d. •'a . i . City State /Zip: • - . kl' Phone: P06 - r3f — PY�S3 Fax #: Contact Person: '477" IA/r et/ - it - - Phone: F-0(a M -271/ Street Address: City State/Zip: <5r 3 ZD ` 5T g 7f"rf T4 ,o,q 9a9l2' Fax #: c gzZ- /3ZS Contractor: Phone: ---47/4 City State/Zip: Fax #: Street Address: V- Architect: Phone: Street Address: City State /Zip: Fax #: Engineer: Phone: Street Address: City State/Zip: Fax #: Type of work: J 21. New Single - Family Residence ❑ Addition - Single- Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure' ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof 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: I Z9 7 sq. ft. Dwelling sq. ft. Covered Deck(s) 5 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) - 7 Z. sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) . /03 '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. Single - Family Residential Permit Application CITY OF V'KWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 FOR STAFF USE ONLY Project Number: W w %1 Perm Number:... b (o0a 1.1.Q. �'t 6-Of i D257 0258 Q25/ 40268 Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews shall be determined by the Public Works Department) ❑ Channelization /Striping n Curb cut/Acccess /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling M Land Altering: 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: Sanitary Side Sewer #: I ❑ Sewer Main Extension 0 Private 0 Public Storm Drainage CI Street Use CI Water Main Extension 0 Private 0 Public Water Meter /Permanent # Size(s): (� . 7 rr ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: • ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be 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. Date application accepted: Date application expires: Application tay: (initials) SFPERMIT.DOC 7/5/96 BUILDING OWNER ,!,; Abil.I.l:ltiz'J. 7. ENT: Signature: , � Date: 8� z./q& Print name: 7�/ p7 — 5 T E PhoriE qzz.z7V City/State/Zip: v p vrato . Fax #: Address: '1503 z() 44. 11 UZ 4/ ALL SINGLE - FAMIL RESIDENT,. L PERMIT APPLICATIONS MUST BF SUBMITTED WITH THE FOLLOWING DRAWINGS PREPARED Bea.., REGISTERED ARCHITECT OR PR _ SSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ 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. ❑ M Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ Four (4) sets of site plans to include: a Existing fire hydrant location(s). 2 Proposed access road. a. 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). North arrow and scale. 5-. Building setback from property lines. Any proposed or existing easements must be shown on plan. 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. Parking plan. $. Lowest building elevation (if in Flood Control Zone). VEstimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 1A: Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. t C 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). 1.2: Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 1 See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). Working Drawings ❑ Foundation plan and details ❑ Floor plan ❑ Roof plan ❑ 121" Building elevations (all views) ❑ ( 2 Building height ❑ f7r Building cross - section ❑ ❑ Structural framing plans and details necessary to completely describe construction ❑ r7Y 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). , l ❑ 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 issi.led, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE TATS OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPERMIT.DOC 7/5/96 * **A*A****k**•4: ******kk* *** k**Ak*%****:1 *Ak* **A.:4** *4kkh* * CITY OF TUKWILA, WA TRANSMIT **A ***** * k******** k*** A**** h*** k4.1%.* Ak; t k: l *:I**k:l4**•,t****4•k*1.4?4k*k TRANSMIT Number: P9600499 Amount: 911.75 10/18/96 11 :24 Payment Method: CHI_CK( Notation: NOIlTHOMES Init: I(JP Permit No: [396- 0242 Type: B -BUILD BUTLDING PERMIT Parcel Na: 167 040 -0175 Site Address: 14108 53 AV S Total Fees: 1.501.46 This Payment 911.75 Total ALL Pmts: 1.501.46 alance: .00 ******•****** A4***A* * **** ***•h•h•k****A **** ** * *• *A* *•k *k *i**A *A* 1.* Account Code Description Amount 000/322.100 BUILDING - RES 907.25 000/386.904 STATE BUILDING SURCHARGE 4.50 . ********* **k*k *•?e**** *k *kk *** ********* N* *kzkh*** *kk * **h* MkA**** ` - �F'�F A ►� TRANSMIT ** ** k *. * * * *** * * * *** * *** * * *A * * * *A*** ** CITY OF TUKWILA, WA k *kk *•k * * * *k * *k* * * * *A: • TRANSMIT Number: R9600516 Amount: 24.00 12/04/96 13:53 Payment Method: CHECK Notation: NORTHHOMES INC. Init: SLB Permit No: B96 -0242 Type: B -BUILD BUILDING PERMIT Parcel Na: „167040 -01.75 Site Address: 14108 53 AV S This Payment 24.00 A******* k**** * * *•k * * * *•k * * *** * ** * * * * * * * * * *a1 *ASIA * ** * * *4•k *4k ** *4•A4 *A* Account Code Description Amount 000 /341.600 PHOTOCOPIES /DUP SERVICES 24.00 Cops ok Plan Total Fees: Total ALL Pmts: Balance: 4164 10/18 9605 TOTAL 1 :• :7.04 1.525.46 1..525.46 .00 5347 12/04 9617 TOTAL 74.94: • Account Code 00.0/322.100 000/345.830 gio - Description B.UI :LDING •RES PLAN CHECK - RES #A 4444*• k k* A* kAk*** k ** * *4*4 *k *kkA * * *4** k CITY OF TUKWILA. WA TRANSMIT ******I **4******k***A **A*k4 k****k*A***k*k* ** k w.t k****A* 4 #**;4 20.00 10/18/96 11:02 TRANSMIT Number: R9600498 Amount: Payment Method: CHECK NotAtion: NORTHOMES Init: MEV Permit No: PW:96- 0257 Type: PIS- -SSS SANITARY SIDE SEWER Parcel No: 167040 -•0175 Site Address: 14108 53 AV S Location: 14108 33 AV S Total Fees: 20.00 This Payment 20.00 Total ALL Pmts: 20.00 Balance: .00 ****** d• k***** 4******A********* k**• kA * *A * * * *•A *d* * * ** *•AA * * *Ak *** Account Code description Amount 402/342.400 INSP FEE - SMEiSSS 20.00 4164 10/18 9605 TOTAL 1 •'•' 4 •hk4IA*k *A*A*4;4kA*4t* •A h*f frAk***** **rth*kh44*;t*Av **k•4'*4* *A*4IA CITY OF TUi(WIIA. WA TRANSMIT *: 1*** Ah k k* t* A* *k ;Ak•4*.A*•h**k*A *k:k***k *; * AOrk*khkkk *:AhAh* *•kirok**A TRANSMIT Number: R9600498 Amount: 37.50 10/18/96 11:01 Payment Method: CHECK Notation: NORTHOMES Init: MEV Permit No: PW96-0171 Type: PW-LA LANI) ALTERING PERMIT Parcel No: 167040-0175 Site Address: 14108 53 AV S Location: 14108 53 AV S Total Fees: 37.50 This Payment 37.50 Total ALL Putts: 37.50 Balance: .00 **** 4• k.** 1•* �t **4. * * * *it* * *4 * *r1 * * * * *•. * **i 444** *4A *** ** * *•,*4 *•k * * *A#*•l * Amount 22.50 15.00 7.04 4164 10/18 9605 TOTAL 1887.04 r' *A**** g kth **kkA* **k * * **A:k•k* *4 ***A'4* 444k4444.444*kA* A*•A.*44A *4 ** CITY tFLT WA 1RANSIMIT * 4.. *** 44*: kk** A4**** nk4** k** AkA** kkk 4 *k *kk **kk4k**4*k *kk *kkk*k TRANSMIT Number: R9600498 Amount: 867.79 10/18/96 11:03 Payment Method: CHECK Notation: NORTHOMES Init: MEV Permit No: PW96-0259 Tyne: PW-WM WATER ME ER PERMIT Parcel No: 167040 -0175 Site Address: 14108 53 AV S ,cs Location: 14108 53 AV S This Payment 867.79 **lr*l * * * ** ** *l *AAA*1% * *A 1• ** ** * *l* * * * * * * * **f * *A *:t *soh• * * * * *:1 * *A ** Account Code 000/345.830 401/380.102 401/386.520 401/3.42.400 403./343.405 Account Code 000/345.830 412/342.400 Description Amount PLAN CHECK - WATER METER 10.00 WATER CONNECTION 60.00 WATER INSTALLATION (DEP) 150.00 WATER INSPECTION FEE 15.00 WATER TURN -ON FEE 632.79 Total Fees: Total ALL Pmts: Balance: 8f57.79 867.79 .00 4164 10/18 9605 TOTAL 1887.04 A*AA *A•A * * * *,AAA*A * * * A•A * * *A k** ** * *A * *A * * * * *4l * * . 41.Alt * *4.A *AA** *k *4 4 CITY OF TUKWILA, WA TRANSMIT *•A * *sl *4 A*A * *A *irk ** k * * **AA*AAA* ** A* *A * * *4 AA *A *A A * **A A*A * *A * *AA ** TRANSMIT Number: R9600498 Amount: 25.00 10/18/96 11:03 Payment Method: CHECK Notation: NORTHOMES ]:nit: MEV Permit No: PW96-0258 Type: PW -SD STORM DRAINAGE Parcel Na: 167040 -0175 Site Address: 14108 53 AV S Location: 14108 53 AV S Total Fees: 25.00 This Payment 25.00 Total ALL Pmts: '. Balance: .00 AA *aA *1.1.* AAA* st* k* A*** *AAkA * * * * * * * *A *A* * *A * ** * * *A * * l * * * * *A *1 *41 *fit Description • PLAN CHECK - UTILITY INSP FEE - STORM DRAIN Amount 10.00 15.00 4164 10/18 9605 TOTAL 1887.04 * *A * * * *'* * * *a•* *A *S *. * * ** CITY Y OF TUKWILA. WA k ** ** * * * * * * * *A* *A * * * ** ** k**** * * * * * *****k* * *** * *it * *i!ti * **4* *5th•* � TRANSMIT •'* * o�rt%. ** *** * * ** * * * * * * * * *k * * * * * ** * * * ** TRANSMIT Number: R96004G2'Amount: 589.71 08/13/96 09:58 Payment Method: CHECK Notation: NCiRTHCiNES INC. I :nit: SLR Permit No: 896-0242 Type: 11 81111.0 BUILDING PERMIT Parcel No: 167040••0175 Location: 53 AV S & 5 142 ST Total Fees: 1.501.46 This Payment 589.71 Total ALL Pmts: 589.71. Balance: 911.75 ** * * *** *A * *** ** * * ** *** 4************* ***** * * * * *:t** * * **** * ** ****,4* Account Code Description Amount 000/345.830 PLAN CHECK - RES 589.71 2251 08/15 9617 TOTAL 589.71 ** * * * * *it*i** *• hit• kit****• i4*********•**** ****h** **iitii•h ****Ai *•A *A** * ** CITY OF TUKWILA, WA TRANSMIT it**** ii** t• A************** ** *** * * *•k** *' * * *i* ***A * * * ** * ** *iii *k * * ** TRANSMIT Number: R9600499 Amount: 25.00 10/18/96 11:04 Payment Method: CHECK Notation: NORTHOMES lnit: MEV Permit Na: PW96 -0268 Type: PW-CCAS CURB CUT /ACCESS /SIDE Parcel No: 167040 -01 ?5 Site Address: 14108 53 AV S Location: 14108 53 AV S ca SOUTH END OF THE PROPERTY Total Fees: 25.00 This Payment 25.00 Total ALL Pmts: 25.00 Balance: .00 it***** k*. t * *it ***4*** ***itkr•t* * *A*& *k** r 4k• tiA***•Akitikt**tkilrhA.**1,k* t Account Code Description Amount • 000/345.830 PLAN CHECK - UTILITY 10.00 000/342.400 INSP FEE - UTILITY 15.00 4164 10/18 9605 TOTAL 1887.04 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 trkiotA gfs, l M Special instructions: .1 7 .E.V2MAT .A • pc:5mb IN •SPAC-e-: Type of inspe or IN Date called: . _ 9 - 7 Date wanted:-3 Requester: Phone No.: No.: Approved per applicable codes. COMMENTS: Inspector: INSPECTION RECORD Retain a copy with permit 11 $42.00 REINSPECTION F#E REQUIRED. Prior to inspection, f must be paid at 6300 Southcentei Suite 100. Call to schedule reinspection. Date: Receipt No.: PERMIT NO. 431-3670 Corrections required prior to approval. ';,14 ProjectlE _ ! , n — Type of inspection: 1--I N ^ / ' � re Q s q j A v 3 Date called: 2 _ 9- 1 Special instructions: �/!! ,,,, _ �J�t Ye. 11�1�LL �e P7 -b -No CNt GVj __ Date wanted: r "7 - 2-lS/ �� 1 p.m. Requester: S Phone No.: 9 ZZ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I I Approved per applicable codes. 'Receipt No.: INSPECTION RECORD Retain a copy with permit Date: PERMIT NO. (206) 431 -3670 X Corrections required prior to approval. COMMENTS: p ejm,j fLuv.610 Inspector: Date: 2A4/4 r� $42.00 REINSPECTION FEE REQUIRED. Prior to ins P ection,'fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Project: D el ! 001 Type of inspection: P .' Address: 6 ^`' / n } � N " Date called: Special instructions: PWq(.P _017r oZ a Z 5 U2, -�pS Date wanted: - a.m. p.m. Requester: Phone No.: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. d fkim1/411Alv Date: PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: $42.00 REIIySPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: t�TA�i't COMMENTS: t ) t) &Nor% J kuvy%6% h) ( ci wit- 6 a c t el Pi rJ c, r-4 ►4,. - 9 c ,'-- s prycf' tU( -,st,i 1• s ,SF,P C,t oF- T1k- 6w n-- t vANIA WA+s1 vats lett c.A4 Aga aNv p, n-- AitrA. CAP virl W- S w`0 R. t— ATJO C,Prl L, pa x— i 1-k3REcxto0 . Lk -A-of) t k-xLS ? • iNh9c. Acc,, AtN ? '-F Vv\ erm I c.orl.. _, R tz -1't-u r1 S- f "-41-r < 11 \ 1 6 il.�S N . Proje ueofv F , • Type of inspect r �� L �1era 53 A v 6 Date called: 2 _, - 17 Special instructions: Date wanted , _ _ Q 1 a. _! p.m., Requester: sc am— Phone No.: 9 2Z - 2.-pt / p INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 [Receipt No.: .: _.. INSPECTION RECORD Retain a copy with permit (206) 431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: j s..x.al_ Date: Z Li $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Project/ I v vv‘ Type o1; igs atop: pr Address• i (fit 3 ' S ` Date called: I ( 'i Special instructions: 6pfewc .,0 4 Date wanted: i 2 1 61 ^ Requestp,, Phone No.: yc 1,1 3 SiP - INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 Approved per applicable codes. COMMENTS: II INSPECTION RECORD Retain a copy with permit (206) 431 -3670 Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspec ion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 1 izr n cr of inspec i n: 6 p je e Qt: re, c Date ed:� a ( cial instructions: x A Date wants r /1_7 a.m p.m. Rro fa arraG.. Ai pi INSPECTION RECORD Retain a copy with permit INSPEC ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 g r Cg --0- PERMIT NO. (206) 431 -3670 COMMENTS: t Approved per applicable codes. $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: I I Corrections required prior to approval. COMMENTS: insVity6 (A /1 /A / 1f,'el 4, 53 — i4 V Date calpA._ '76 0 dp a v•,-- 17:0A_ w r 0 klee-pf Date w,VI: , . , .e...1-- P Reqlrb+4 • - Jo pm-? • k - , At 1 ■ .... e.,...Z_eh..., e. l e -I yx.) 1../ LAI • ( a / , fifi X, a..4t G0)14 tA i f,c h / ix " insVity6 53 — i4 V Date calpA._ '76 Special instructions: Date w,VI: p.m. Reqlrb+4 Phone Noc7 00 I I INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Inspector: [1:teceipt No.: INSPECTION RECORD Retain a copy with permit Date: 46 PERMIT NO. (206) 431-3670 Corrections required prior to approval. Date: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • 7,1v464,104,111.t. • ..r....,11.-...brAtiakr,tkAl.u.1..an ler-kaotir:'!? _ COMMENTS: *of inspection r 'r cCc rt.4-c , Fan- P7 .-- 1' b + #SCv O I-1 A 0 c t t 13V St), C_.- two meth A-14 tCm - ( -- OS Vac"r (C,tJOSet. - 01,..— - rz t r LSu LI • P► J b *of inspection r '�d r Xr p � o 53— !4V Dat called: alled: /2- � � q,k Special instfuctions: Date wa rd Cj I l I (b VL Re er: i , 1 a (c 611J0,.,‘71.._. � Phone No.: - ./ 7 c ' INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 INSPECTION RECORD Retain a copy with permit (206) 431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: Date: / /I (4) $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: MOhl Type of inspection:Al f---, Date called: Address:, 17 4 — S'e Special instructions: Date wanted: /2 Requester: Phone No.: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 [XI per applicable codes. Receipt No.: I I (206) 431-3670 Corrections required prior to approval. COMMENTS: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: 1,,,t7x0,4 4; 4 .• _ S. -.JrAttritadaitiARA7't oak COMMENTS: • p ,... Ar / 1 2)04., _ 2-- / I-- lo . Azle- c . ).7e., 4 ‘ ,1- 5 /4 C0-14 4' / /9 :1 A 5 i 1 7 c--Tem--1 tiv frk'e-ds A. '," 04-2, (Pforhe i c1,, eIlt4- ( N IA " D 0 ? e.,. ; 1 1 i 47- 4.0 5 wi / , , i 44 114 c, /*/-eall sle•qt Phone No.:9 2,z. zi 1 i • ttli,- WA/I s dut-i i f,t, of , ..-7-,.... , 1.1 . .: I .. ... Ai., .0 k ak . .. , 4 V, tie Ve, I v 4 wi 4 #11/11 44 . 1 1 i ,,ii i. . . .... Alf .j4_ .. A Iltilt.__AgdiAWANE:_if Projectak \ 1 2)04., Type of inspection: Addresi: ov 5 Al . s , Date called: (2,1 al IA 1 Special instructions: Date wanted: 1 -zi 0 1 6:1 te r p Requester: Phone No.:9 2,z. zi 1 i t I INSPECTION NO. INSPECTION RECORD Retain a copy with permit (p oa4 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Approved per applicable codes. LXJ Corrections required prior to approval. I I $42.00 REINSPECTION FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pt 0 n Type of insp@stipq: A , I of � V R i dloss: A 6 Date called: it - _G 1 I r Special � instructions: - O Date wanted` I _ S - I a.m. Requester: �..— Sc- Phone No.: �� Z ` „*../ 1 I CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 Approved per applicable codes. COMMENTS: Inspector: U NA-6C 'Z ii Appaincpp p LAniS. t� r INSPECTION RECORD Retain a copy with permit vI� Receipt No.: Date: +' Date: 13 024 PERMIT NO. / (206) 431 -3670 Lk required prior to approval. I yY l cr,KA,.h CA �`'YLt ►� �`1 1 koo $42.0C REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Pr ' e c L p T lgf_�ipec WKt-�— Na It.1ti1C7 III rest: � u G J Date called: I' _ 2Z_c 7 Special instructions: Date wanted: ('' 2 G _ f a� rP rtt` Requester: Phone No.: Cli2 ^ . I INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 INSPECTION RECORD Retain, a copy with permit Approved per applicable codes. [Corrections required prior to approval. COMMENTS: Inspector: t■R) f VAQ S 6/4 S',3 S'N `t■ N,M LA Date: i1 I - 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: (206) 431 -3670 a 6.S c ro'ect41......5O 1s <� T TOW.1t..� t \ft LL' Ca : �s Av Date called: 10 - zs _ Cio Special instructions: Date wanted: O ^ 2� , � ! a.m p.m. Requester: b a aot (0 r _17 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. C MMENTS: INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. I I 206) 431 -3670 516-02. 2. El $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: .......1 ... . Y3!:3r. ..ft t,. __ ��.; .a:.:Le.,w;ifiim�ulJa. «mr.•..4ti .4W........,l�.a.n �,.er...mn.�x. d.:�,... Project: m Type of inspection: V _ ti Address: U w of Date called: 1 Special instructions: Date wanted: j 113 ��� Requester: 5th Phone No.: u (/'� iou (orn (lam/ Approved per applicable codes. I 1 Corrections required prior to approval. COMMENTS: • t n I INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Inspector: A [ No.: INSPECTION RECORD Retain a copy with permit 1 PERMIT NO. (206) 431 -3670 I C/ .. Date: A9 ft V L. ;42.00 REINSPECTIO FEE R QUIR D. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: S 1T' 5' Permit No: PW96-0171 Status: ISSUED Project: DEHLB0M, ERNEST Address: 14108 53 AV S Location: 14108 53 AV S Parcel #: 167040-0175 Wetlands: • Contractor: M0RTHOMES INC. Permit Fee,: Plan Check Fee: Other: Total Fees: Inspector Signature Watercourse: TENANT DEHLBOM ERNEST Phone: (206)439-7453 14108 53 AV 5, TUKWILA WA 98168 OWNER DEHLB0M ERNEST Phone: (206)439-7453 TERRACE APTS, P 0 BOX 102 C. TUKWILA 98188 CONTACT SCOTT WALDEN Phone: 206 922-2791 4503 2@ ST E, TACOMA, WA 98424 CONTRACTOR NORTHOMES INC. Phone: 206 9�2-2791 4503 20TH . STREET F, TACOMA, WA 98424 **+^*^w*^*^�**,O+^**»*A**+»k*A»^k°**a~+**^++m*+**+++++**»+*^++^^^+^+*^+ Additional Description: LAND ALTERING FOR CONSTRUCTION OF NEW RESIDENCE APPROX. 63 CY OF CUT WILL BE USE FOR BACKFILL. Grading/Fill (Yards)-Cut: 63 Fill: 22.50 15.00 37.50 Final Inspection Approved By: LAND ALTERING Issued: 10/18/1996 Approval Letter: 10/17!1996 Expires: 04/16/1997 Slopes: Y License No.: NVRTHI+]lOBN Total: 63 Account No: 000/322.200 Account No: 000/345.830 Account No: 000/386.904 Valuation: .00 *:�*+*+*4**°*^*«*****^***»*^*^^*°*4*«��**+A++4***+*^*+^A4*^ � hereby certify that I read and examined this permit and know the same to be true. and correct. All provisions of and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permi dmes not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this Land Altering permit. This permit shall become null and void if the work is not commenced within 180 days from the date of issuance,or if tne work is suspended or abandoned for a period of 180 days from the last inspection. THE APPLICANT mUsT NOTIFY THE CITY INSPECTOR OF COMENCEMENT AND COMPLETION OF WORK AT LEAST 24 ADVANCE. FOR AN INSPECTION CALL 433-0I79. �^ Signature:_ wv**+++a**^;a . A^A*A . k**^**^*+******+**4k^**^**a**^^ . C****^*+^/Tk^A°~^*+^ , i°^^kk'kA^ APPROVED FOR ISSUANCE: JJS � Issued 8v: Vvy Date: �^ ^" 1- ^ 10 ` / ' '- Author \:Ted Permit Center Signature »xA^kk*Aki4*****++4*+****^*a**A(+4a«m*^*kka*k**w*m*«+*^+440(*kkA*4+^ I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for this project approved herein. Date: • Address: 14108 53 AV Suite: Tenant: DEHLBOM ERNEST Type: PW-LA Parcel #: 167040-0175 CITY OF TUKWILA ***k**kkk**A*k**kkkkkkkAkk*k0(4*.kkkk*khkilt*k4kkkkOthk*kkkkk***kkkAkk*k*Akkkkkk Permit Conditions: 1 Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off- site or into existing storm •drainage facilities, 2. The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and to the Final Inspection. Permit No: PW96-0171 Status: ISSUED Applied: 10/02/1996 Issued: 10/18/1996 ti City of Tukwila ( .. Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: PW96 -0257 Status: ISSUED Project: DEHLBOM, ERNEST Site Address: 14108 53 AV S Parcel No: 167040 -0175 Wetlands: Water: N/A Type of Install: PSFR Number of Units: 000 New SQ FT: Contractor License No: NORTHI *110BN Issued By: Final Inspection Approved: SANITARY SIDE SEWER Watercourse: Sewer: N/A Exist SQ FT: TENANT DEHLBOM ERNEST 14108 53 AV S, TUKWILA WA 98188 OWNER DEHLBOM ERNEST 13820 37TH S, SEATTLE WA 98168 CONTACT SCOTT WARREN 4503 20TH ST E, TACOMA WA 98424 CONTRACTOR NORTHOMES INC. 4503 20TH STREET F, TACOMA, WA 98424 Signature: Date: Inspector Signature Date Issued: 10/18/1996 Approval Letter: 10/17/1996 Expires: 04/16/1997 Slopes: Y Add SQ FT: Phone: 206 439 -7453 Phone: 206 439 -7453 Phone: 206 922 -2791 Phone: 206 922 -2791 Description: SANITARY SIDE SEWER SYSTEM FOR NEW SINGLE FAMILY RESIDENCE. ************************************************ * * * * * * * * * * * * * * * * ** * * ** * * * * * * * ** Inspection Fee: 20.00 Acct No: 402/342.400 Hook UP Fee: .00 Acct No: 402/388.102 Special Assessment: .00 Acct No: 402/388.101 TOTAL FEE: 20.00 ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** THE APPLICANT HEREBY ACCEPTS THIS PERMIT AND AGREES TO ABIDE BY ALL APPLICABLE SECTIONS OF THE CITY OF TUKWILA MUNICIPAL CODE AND APPROVED PLANS. WE ALSO AGREE THAT THE CITY OF TUKWILA SHALL BE HELD HARMLESS FROM ALL OR ANY CLAIMS ARISING AS A RESULT OF THIS PROJECT.PERMITS WHICH HAVE LAPSED BEYOND THE PERMIT EXPIRATION DATE SHALL REQUIRE REAPPLICATION AND RE- ISSUANCE OF THE PERMIT THROUGH THE CITY OF TUKWILA AT AN ADDITIONAL FEE. APPLICANT MUST NOTIFY TH C TY INSPECTOR OF COMMENCEMENT & COMPLETION OF WORK AT LEAST 24 HO ' VANCE. FOR AN INSPECTION CALL 433 -0179. D I g 1t1' (206) 431 -3670 Company: /�:1��1[Gc �� Title: 1_��1,Z8"� ********************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED FOR ISSUANCE BY: JJS Authorized Permit Center Signature Date ********************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for side sewer construction. Address: Suite: Tenant: Type: Parcel #: 1410E 53 AV DEHLBOM ERNEST Fw -sss 167040 -0175 - k•k* k*• k•k*• k• k*• k*• k• k:Q*• k kk- k•**- k k• k- k kk* k: kkk•k* k•k* *A•k* Permit Condition::: 1 Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off- site or into existing storm drainage facilities 2. No sewer, design was, provided as part of the application submittal. The side sewer design and subsequent construction shall be completed in accordance with Cite, sewer standards. CITY OF TUKWILA Permit No: FW16 -0257 Status: Applied: Issued: ISSUED 08/23/1996 10/18/1996 k'k*A**** ** kk•k Contractor TENANT OWNER CONTACT CONTRACTOR Permit No: PW96 -0258 Status: I'S'SUED Project: DEHLBOM, ERNEST Site Address: 14108 53 AV S Location: 14308 5 AV S Parcel #: 1 67040 -01 75 Wetlands: Sewer: NIA STORM DRAINAGE Watercourse: Slopes: Y Water: N /A. Issued: 10/18.'19 Approval Letter: 10/17/1996 Expires: 04.''16.✓1997 License No.: NORTHIk110BN DEHLBOM ERNEST 14108 53 AV S. TUtc.WILA WA 98188 DEHLBOM ERNEST 13820 37TH S, SEATTLE WA 98168 SCOTT WARDEN 4503 20TH 'ST E. TACOMA WA 9'3424 NORTHOME'S INC. 4503 20TH 'STREET F, TACOMA, WA 98424 *r4 **'44:k *4 4-k4k**4*4 ***4 ** 444 444 44: 4• kkk• k - 44*k 44444*kk4 . 4 *44 444 . 444 4 4 44 Additional Permit. Description: . • STORM DRAINAGE SYSTEM FOR NEW SFR APPLICANT.WILL CONNECT TO THE EX SD PIPE ON THE ADJACENT PROPERTY TO THE SOUTH @ 14118 53 AV OWNED BY •MR DEHLBOM; 10 FT SD EASEMENT ACROSS 14118 53 AV S RECORDING #9610090495 IS ATTACHED AS PART OF THIS PERMIT. Existing Square Feet: Additional Square Feet: New Square Feet: Inspection Fee: Plan Check Fee: TOTAL FEES: 15.00 10.00 25.00 King County Valuation: Value of Construction: .00 *'k•k* *4'4 *4444444 *kk4 *•944444 ** 4444 44 4'4*444 *A - 4'4444-44 . 4* - 4:+ I hereby accept this permit and agree to abide all applicable sections of the City of Tukwila Municipal Code. We agree that the City of Tukwila 'hall be held harmless for all or any claims arising as a result of this project. Permits which have lapsed beyond the expiration date ..hall require a re- application• and rein nuance of the permit through the City: at an additional fee THE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 2y N ADVANCE. TO SCHEDULE AN INSPECTION CALL 433- 0179. i` / Signature: Date: , z1 7- 44k: 4* 4 4-4 *kk-kk 4444-4 k4* 44**** - 4 *k 44.44.4 4'44* 4*4•k:4444•k44k44 APPROVED FOR ISSUANCE BY: JJS Issued Bye : L(,�1 1/Vi Date: tc� , 1 � i 07'1 & Final Inspection Approved: Inspector" Signature Phone: 206 439 -7453 Phone: 206 4'39-7453 Phone: 206 9 -2791 Phone: 206 922 -2791 Acct No: 412/342.400 Acct No: 000/345.830 Authorized Pern i t Center Signature 4 - 449444* 94kk 444 *4'k*'k44 *k4A44*k•k'444'44 *4* *4 *4.9 44 4444 4444 I hereby certify that the permit holder whose name and addrress appear; on this record has satisfactorily met the standards, ,and conditions for the project approved herein. Date CITY OF TUKWILA • Address: 14108 53 AV S Permit No: PW96-0253 Suite: • Tenant: DEHLBOM ERNEST Status: ISSUED Type: PW-SD Applied: 08/23/1996 • Parcel #: 167040-0175 Issued: 10/18/1996 Permit Conditions: 1. Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off- site or into existing •storm drainage •facilities. 2. It is strongly recomMended that storm drainage designs be certified by a licensed engineer; otherwise, the owner assumes liability for the design and any subsequent related damages. All private storm drain pipe shall be either concrete or reinforced , ADS pipe. Treated corrugated metal pipe may be used for ,detention facilities. Permit No: PW96 -0259 Status: ISSUED Project Name: DEHLBOM, ERNEST Site Address: 14108 53 AV S Location: 14108 53 AV S Parcel *: 167040 -0175 Wetlands: Water Course: Water Dist: N/A Sewer Dist: N/A Type: NSFR No of Units: 000 Contractor License Number: NORTHI *110BN TENANT DEHLBOM ERNEST 14108 53 AV S, TUKWILA WA 98188 DEHLBOM ERNEST 13820 37TH S, SEATTLE WA 98168 SCOTT WARDEN 4503 20TH ST E, TACOMA WA 98424 NORTHOMES INC. 4503 20TH STREET F, TACOMA, WA 98424 ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Additional Description: Developer Construction Cost: .00 PERMANENT WATER METER FOR NEW SFR SIZE:0.75" METER INFORMATION: Water Meter Size: .75 Quantity: 1 Work Order #: 5204D Type: PERM OWNER CONTACT CONTRACTOR City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WATER METER PERMIT FEES: Regular Connection: 60.00 Install Deposit: 150.00 Plan Check: 10.00 Inspection: 15.00 Turn On Fee: 25.00 Special Connect Fee: .00 Other Fees: 607.79 TOTAL FEES: 867.79 ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** I understand that the charge for the meter installation portion of the water meter /service installation is based on the actual cost of materials plus labor including 17% overhead. I agree to pay the installation fee (deposit) on the signing of this application and the balance of the cost when billed (overpayment will be refunded). Further, I agree to pay the regular connection charge, administrative plan check fee, inspection fee and turn -on fee as part of this application.I further understand that the water service piping from the public main to the water meter box and shut -off valve (corp stop) shall be constructed at my sole expense. THE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK AT LEAS IN ADVANCE. FOR AN INSPECTION CALL 433 -0179. Signature: Title: Alg * * * * * ** * * * * * * * * *� � * * * ** * * * * * * * * * * * * * * ** * * * * * * *** *** ******************* APPROVED FOR ISSUANCE: JJS Issued By: Authorized Permit Center Signature Date ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Final Inspection Approved By: Inspector Signature Date Slopes:Y Square Feet: Phone: 206 439 -7453 Phone: 206 439 -7453 Phone: 206 922 -2791 Phone: 206 922 -2791 Acct No: 401/388.102 Acct No: 401/386.520 Acct No: 000/345.830 Acct No: 401/342.400 Acct No: 401/343.405 Acct No: 401/388.101 Issued: 10/18/1996 Approval Letter: 10/17/1996 Expires: 12/17/1996 'e4. ( ( i 3 ' 4 G (206) 431 -3670 === ��_ • ---`r ^ ' • Address: 14I08 53 AV S Permit No: PW96-0259 Suite: 'Tenant: DEHLB0M ERNEST Status: ISSUED Twpe� PN-WM Applied: 08/23/1996 Parcel 4: 167040-0175 Issued: 10/18/1996 ***********+**+**+***+****+^+**+***40+***++°******A+*+*+**a*+****^^^+ Permit COnditi0ns: 1. COPPER TYPE K PIPE IS REQUIRED FROM THE WATER MAIN TO THE WATER Y1ETER, 2' Work affecting trafflo f7ows shm7l be'oloseYy coordinated with the City Utfllties' Inspectur. Traffic Control Plans shall be submitted'-to the Inspector for prior ,approval. 3. Temporary eroslon control measures shall be implemented as the first order of.busineSs to prevent sedimentation .off- site or lnt'l�ex1stn/ storm drainage facilities 4. The ovate eter~�bp� l sh�lbe m� located within City r19ht-of- way at line. CITY OF TUKWILA 'Permit No: P096-0268 Status: ISSUED Project: DEHLBOM, ERNEST Site Address: 14108 53 AV S Location: 14100 53 AV S @ SOUTH END OF THE PROPERTY Parcel #: 167040-0175 Watercourse: Wetlands: Slopes: Y Sewer: WA Water: N/A Contractor License No.: N0QTHI TENANT DEHLBOM ERNEST 13320 37TH S. SEATTLE WA 98168 DEHLBOM ERNEST 13820 37TH S. SEATTLE WA 98168 SCOTT WALDEN 4503 20 ST E, TACOMA WA 90424 NORTHOMES INC. 4503 20TH STREET F, TACOMA, WA 98424 *ao*+*°*++A4^4+***4w^*++**+^ Additional Permit-Description: CONSTRUCT NEW DRIVEWAY FOR PPOPOSED RESIDENCE. THIS DRIVEWAY COVERS ALSO THE ADJACENT PROPERTY 14118 53 AV S OWNED BY MR DEHLBOM. Existing Square Feet: New 3qoare Feet: OWNER CONTACT CONTRACTOR Inspection Fee: Plan Check Fee: TOTAL FEES: 25:00 King County Valuation: Value of Construction: .UU **a^***.i*+4***a4*******^*+**444*k*+*++°+*++++44,4**-4»^v+°*** I hereby aocept`thir permit and agree to abide all oppliouble sections of the City of Tukwila Municipal Code. We agree that the City of Tukwila shall be held harmless fur all or any claims arising as' a result of this project. Permits which have lapsed beyond the e�p1racion date sha!l require a re-application and rmissuanoe of the permit through the City at an additional fee. THE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 ~ URS IN ADVANCE. TO SCHEDULE AN INSPECTION CALL 433-p]79. Signature: ' �� ^' Date:__ * **^*^^^**+* w A+w+^x^A+ � **4^*+A-4* APPROVED FOP ISSUANCE BY: JJS Issued Bv: CURB CU/A[CESS/IIDEWA/ 15.00 10.00 Authorized Permit Center Signature w *+Aw^w+*A+wa+***w* I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Final Inspection Approved: Issued: 10/]8/]996 Approval Letter: 10/17/1996 Expires: 04/16/1997 Additional Square Feet:. °/1 l�7� �� D ate: c '~—�, _ , Inspector Signature Date Phone: 206 439-7453 Phone: 206 439-7453 Phone: 206 90?-7'7F01 Phone: 206 922- Acct 000/342.400 Acct No: 000/345.330 14108 53 AV S DEHLBOM ERNEST PW-CCAS Address: Suite: renant: Type: Parcel #: 167040-0175 A4 *****4 ***A***4****A******4*04** Permit Conditions: 1. Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off- site or into existing.storm 'drainage faCilities. 2. Driveways shall comply with City residential standards. Driveway width shiill'be a 1p' :minimum and 20',ma);imum. Slope shall be a ma):ItiiUm of 15%.. Turning. radii shall be a:minimum of five feet.-' . . • 3. DrAveways.Shall be paved for a minimum distance, of 20 from the•edge:,pf road pavement. 4. Work affecting traffic, flows shall be closely coordinated with 0*. •City Utilities Inspector., Traffic Control Plins shalLbe submitted - to the Inspector for prior approval. CITY OF TUKWILA Permit No: PW96-0268 Status: ISSUED Applied: 08/26/1996 Issued: 10/18/1996 c City of Tukwila Department of Public Works TO: PERMIT CENTER FROM: PUBLIC WORKS ENGINEERING DATE: October 17, 1996 NOTIFICATION OF UTILITY PERMIT ACTION SUBJECT: Dehlbom New SFR 14108 53rd Ave S Project No. P96 -0084 Plan Check No.B96 -0242 Activity Nos. PW96- 0171,PW96- 0257,PW96 -0258, PW96 -0259 & PW96 -0268 Contact Person: Scott Walden Phone No. (206)922 -2791 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON October 17, 1996: Permit Fee (0171) Land Altering $ 37.50 (0257) San Side Sewer 20.00 (0258) Storm Drainage 25.00 (0259) Water Meter, One Perm. Size:.75" (Including Special Connection Charges of $ 607.79) 867.79 (0268) Access 25.00 Total: $ 975.29 Two copies of confirmed Utility Permit Application Form with plan are attached for inclusion in the permit file. JSS /j j s Attachments a/s cf: PW Inspector (w /copy of application /plans) Development File (w /copy of application /plans) John W. Rants, Mayor Ross A. Eamst, P. E., Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433 -0179 • Fax (206) 431-3665 WATTSUN 5.5 FILE: C: \ \WATTSUN5 \ \ANEWFILE Site: LOT 6 BLK 2 TUCKWILLA, WA ( ) - Homeowner: ERNEST DEHLBOM ( ) - Builder: NORTHOMES 4503 20TH ST E (206) 922 -2791 COMPONENT PERFORMANCE ENERGY BUDGET REFERENCE DESIGN Component Floor Glazing @15W Doors AG Wall Ceiling, Attic Infiltration PROPOSED DESIGN COMPONENTS Component Description REFERENCE 297 7.41 Floor R30 vented Joist 16oc Glazing @12% * *3000 SLIDER ARGON * *3002 PIC ARGON * *3100 SGD ARGON Doors * *THERMA -TRU FC60 Wood 1 3/4 ", solid flush AG Wall R21 STD T1 -11 1994 WA STATE ENERGY CODE COMPLIANCE REPORT Analyst: Jurisdiction: Utility: = -_= House Type: Single Family Floor Area: 1297 ft2 Weather Data: Seattle, WA Climate Zone: 1 The PROPOSED design *COMPLIES* with 1994 WA State Energy Code. PROPOSED 219 Btu /hr -F 5.24 kWh /ft2 -yr Reference Value X Area = UA U -0.041 U -0.650 U -0.390 U -0.062 U -0.036 ACH -0.350 Reference UA HOUSE ID: 419 08/01/96 RECEIVED CITY OF TUKWILA AUG 1 3 1996 PERMIT CENTER 1297 53.2 194.6 126.5 41.0 16.0 889 55.1 1297 46.7 9727ft3( 62.3) 297 Value X Area = UA U -0.029 U -0.480 U -0.480 U -0.470 U -0.140 U -0.360 U -0.060 Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non - standard values - check calculation of thermal value. Page 1 1297 37.6 106.6 51.2 11.8 5.7 41.0 19.3 21.6 3.0 19.4 7.0 924 55.4 1 WATTSUN 5.5 1994 WA STATE ENERGY CODE COMPLIANCE REPORT FILE: C: \ \WATTSUN5 \ \ANEWFILE = = === ===== 3 = = = == Ceiling * *R38 STD BATTS FLAT Infiltration Standard Air Sealing Struc Mass HEATING /COOLING /VENTILATING SYSTEMS Heating System Type: Make: System Efficiency: Modified Efficiency: Design ACH: Design Load(at 44F dt): Duct Losses(% Dsn Load): Total Load: System Size(Output): Average Annual Heat: Annual Cost: Ventilation System: Cooling System: SEER: Cooling Load(at 4F dt): System Size( %Over): Annual Cool Requirement: Light Frame, Sheetrock walls PROPOSED DUCT SYSTEM SUPPLY RETURN Solar Access: Location PROPOSED Gas Furnace DEFAULT 78 % 57 %. Vented crawlspace Attic or garage ....s.,r+- �.wwr ✓e'+rovnry V .N+"Mxlvu4�9YYh41:fn/'�M:IA,.:. }'14�.2�'AJ.'}3T" 2 fYYM. �7l lQa i? S6` �q EH11`. IN: Sb# 1,GY0'fYC+E!X,\MYWr'iNrtnan.emw. r+..w,.,._.«. 0.60 14822 Btu /hr 4096 Btu /hr(28 %) 18918 Btu /hr 28500 Btu /hr (150 %) 34 MBtu $ 200 Integrated Spot & Whole House NONE 0.0 (Ducted) Btu /hr tons( @125 %) kWh /yr Partially Shaded Page 2 R- 8.0 R- 8.0 U -0.031 ACH -0.350 Proposed UA M- 3.000 1297 Avg Rvalue Surface Area 259.4 ft2 51.9 ft2 08/01/96 HOUSE ID: 419 1297 40.2 9727ft3 ( 62.3) 219 3891 Eff S Glz: 2.4% WATTSUN 5.5 1994 WA STATE ENERGY CODE COMPLIANCE REPORT FILE: C: \ \WATTSUN5 \ \ANEWFILE GLAZING ORIENTATION = === = = = == == = ==a= = = = =_ = = = == == = = = = =m PROPOSED PROPOSED South • ft2 North 159.3ft2 Southeast : Northwest : East West . • Northeast.: Southwest : Economic and energy consumption estimates are designed for comparative purposes only. Actual cost for heating will vary depending on weather conditions, occupant lifestyle and other factors. 08/01/96 HOUSE ID: 419 Job Truss Truss Type Oty Ply 38120 A COMMON 2 1 NORTHOMES DEHLBOM IMTP I0 4 2-0-0 LOADING (ps1) TCLL 25.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 FORCES 1 Plate Offsets (X,Y): (2:0- 0- 0,0.0 -11j LUMBER TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X 4 HF No.2 OTHERS 2 X 3 SPF Stud/Std LOAD CASE(S) Standard 14-0-0 14-0.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC -94 CSI TC 0.00 BC 0.00 WB 0.00 3.300 s May 26 1995 MiTek Industries, Inc. Wed Aug 07 17:22:48 1996 Page 1 354 = 28-0.0 14-0.0 1 30.00 1 2 -0.0 £'rn`s ?'s'^FS:£ii #i�!# ?£ # ? #££ # #£ #s # # >#s�s£ >£ ks #£fi; � <^ # > #� # ?'s<s£:�£# #£s#szs#,'s`sE###ss •s�x� "s :, z , isv£`%£#x?s##:'"s#'s, >ss?k #?## #> �sw # # #s# ##�sx # %r #i ,%##># ?�s£s# 354 = 28-0.0 28-0.0 DEFL (in) (toc) Udell Vert(LL) 0.00 / """ Vert(TL) 0.00 / Horz(TL) 0.00 n/a Min Length / LL dell = 240 RECEIVED CITY OF TUKWILA AUG 1 3 1996 PERMIT CENTER Weight: 103 (Ibs) PLATES GRIP M20(20ga) 149/104 NOTES 1) Gable requires contlnuous bottom chord bearing. 2) Gable studs spaced at 24 inches on center. 3) Gable studs exceeding 72 inches length to be laterally braced at midpoint. For studs exposed to wind, see MiTek "Standard Gable End Detail ". 4) Studs to be fastened with 1x4 M20 plates. A WARNING — VERIFY DESIGN PARAMETERS AND READ ALL NOTES ON THIS AND TRUSS DRAWING NOTES BEFORE USE. Design valid for use only with Milek connectors. Ns design Is based only upon parameters shown. and Is for an Individual building component to be Installed and loaded vertically. Appllcablsty of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication quality control. storage, delivery, erection and bracing, consult QSI-88 Quality Standard. DS&89 Bracing Specification. and HI8.91 Handling Installing and Bracing Recommendation available from truss Plale Institute, 583 D'Onofrlo Drive, Madison WI 53719. I) ra, BRACING TOP CHORD Sheathed BOT CHORD Rigid ceiling directly applied, or 10.00 -00 on center bracing. 'EXPIRES 11/1/97 theTRUSSc0. e BUILDING SUPPLY INC. Job Truss Truss Type Qty Ply 38120 Al COMMON 10 1 NORTHOMES DEHLBOM /MTP fa t n 1) 4 2-0-0 LOADING (psf) TCLL 25.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 1 LUMBER TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X 4 HF No.2 WEBS 2 X 3 SPF Stud /Std LOAD CASE(S) Standard 7.414 7.4.14 9.11.0 9.11.0 REACTIONS (Ibs/size) 1=1285/0-5-8, 5=1285/0-5-8 Max Horz 1 =14(load case 2) FORCES TOP CHORD 1 -2 = -2530, 2 -3= -2192, 3 -4= -2192, 4.5= -2530 BOT CHORD 5.6= 2390, 6-7 01681, 7 -8 =1661, 1-8=2390 WEBS 2 -8= -433, 3.8 =638, 3 -6 =638, 4 -6= -433 140.0 6-7-2 3.300 s May 261995 MiTek Industries, Inc. Wed Aug 07 17:22:52 1996 Page 1 I 20-7-2 260.0 6-7-2 7.414 4x4 = 161.0 8-2-0 1 SPACING 2 -0 -0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC -94 CSI TC 0.89 BC 0.97 WB 0.54 DEFL (In) (Ioc) Udell Vert(LL) 0.29 7/6 999 Vert(TL) 0.48 716 682 Horz(TL) 0.11 5 n/a Min Length / LL del = 240 28-0-0 9-11-0 30.0.0 2.0-0 48 PLATES GRIP M20(20ga) 149/104 Weight: 89 (Ibs) BRACING TOP CHORD Sheathed or 2 -2 -14 on center purlin spacing. BOT CHORD Rigid ceiling directly applied, or 10 -00 -00 on center bracing. NOTES 1) This truss has been designed for the wind Toads generated by 80.0 m.p.h. winds at 25.0 feet above ground level, using 7.0 p.sJ. top chord dead Toad and 10.0 p.s.t bottom chord dead load, 70.0 miles from hurricane oceanline, on a category I enclosed building, of dimensions 45.0 by 24.0 with exposure 8 (ASCE 7-93). Lumber Increase = 1.33, Plate Increase = 1.33. Both end verticals are exposed. EXPIRES 1111/97 1 A WARNING - VERIFY DESIGN PARAMETERS AND READ ALL NOTES ON THIS AND TRUSS DRAWING NOTES BEFORE USE. Design valid for use only with Mltek connectors. This design Is bosed only upon parameters shown. and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding lubrication, quality Control, storage, delivery, erection and tracing. consult QSI.88 Quality Standard, DSB•89 Bracing Specification. and HI0•91 Handling Installing and Bracing Recommondallon available from Truss Plate Institute, 583 D'Ono610 Drive. Madison. W153719. theTRUSSco. & BUILDING SUPPLY INC. [ Job Truss Truss Type Qty Ply 18120 A2 COMMON 12 1 NORTHOMES DEHLBOM /MTP LOADING (pst) TCLL 25.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 F-- - -- 7-444 7.414 9.11.0 9-11-0 SPACING 2.0 -0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC -94 LUMBER TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X 4 HF No.2 WEBS 2 X 3 SPF Stud /Std REACTIONS (lbs/sIze) 10 -5.8, 5=1285/0-5-8 Max Herz 10 case 3) 14.0.0 67.2 FORCES - rap CHORD 1.20 -2530, 2.3' -2192, 3.4=.2192, 4-5=-2530 ROT CHORD 5.0 0.70 7.80 WEBS 2.8» -433, 3.8=838, 3.6 ■838, 4-6=-433 CSI TC 0.89 BC 0.97 WB 0.54 4x4= 18-1 -0 8-2-0 3.300 s May 261995 MiTek industries, Inc. Wed Aug 07 17:22:57 1996 Page 1 20-7-2 6-7-2 28-0-0 7.414 1 30.0 -o t 2-0-0 I DEFL (In) (Ioc) Udell Vert(LL) 0.29 7/6 999 Vert(TL) 0.48 716 682 Horz(TL) 0.11 5 n/a Min Length / LL dell = 240 28-0-0 9.11 -o PLATES GRIP M20(20ga) 149/104 Weight: 86 (Ibs) EXPIRES 11/1/97 BRACING TOP CHORD Sheathed or 2 -2 -14 on center purlin spacing. BOT CHORD Rigid ceiling directly applied, or 10 -00 -00 on center bracing. NOTES f) This Wits hat boon tloatgnod for the wind toads generated by 80.0 m.p.h. winds at 25.0 feet above ground level, using 7.0 p.s.f. top chord dead Toad and 16.16 p.s,f bottom afoul dead load, 70,0 miles from hurricane oceanline, on a category I enclosed building, of dimensions 45.0 by 24.0 with exposure B (ASOE 7.93). I.Utrlbel Increase 0, 1,33, Plate Increase = t33. Both end verticals are exposed. LbAb OASE(S) SlntitIntd A WAN, „ V R(F`I! bE� ' g_ f� bti tl ANU AAD ALL NOTES ON THIS AND TRUSS DRAWING NOT component BEFORE LISE to be Installed and loaded Au -- -^ -- . ("' n N (�ost�d or ly upon parameters shown. and Is far an Individud bu 1'4)5416 yrlilr (gi usn; ° v fh FJfIf chr`dh ihlt Ii,IS t /nett' nenl is re nsibHif of (wi d no ! truss designer. erllcuhy 1 I viii i1t 5161111t� a1 rloIlgtr lf6J fitlarh r 4 hi4 Gild ht �t rot IrKratporallon of compo 0,o y Mq esl0ne • slgr Bracing shown p r anent .�f * support , o I i lho itio l y t(c IS Ir 1 l Wea h 1ii I t. f sl( O of Ilia r t rullt ll rq designer. or Insure ron 9 ne al 0ui the o repo dinfabrication. qualify concontrol. slor delivery erection nond i it �•�•C0. ) r SUPPLY INC. (J{of km, coo our1 4.41,98 Cf1101lt�sli401. / 4)60 t iitl t'lu{J GIr0C111cut1On and 11113.91 Handling Installing and Bracing Recommendation ovailable born buss Pole Inslilute, & BUILDING SUPPLY 583 b t)ncfdv ilrlvrt, r7rilnM4 wl 9'1714. RETAKE OF PREVIOUS DOCUMENT Job Truss Truss Type Qty Pay 38120 Al COMMON 10 1 NORTHOMES DEHLBOM /MTP a 2-0-0 LOADING (psi) TCLL 25.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 7.4.14 7.4.14 LUMBER TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X 4 HF No.2 WEBS 2 X 3 SPF Stud /Std LOAD CASE(S) Standard 9-11-0 9-11-0 REACTIONS (Ibs/size) 1 =1285/0 -5-8, 5 =1285/0 -5.8 Max Horz 1 =14(load case 2) FORCES TOP CHORD 1 -2= -2530, 2 -3= -2192, 3 -4= -2192, 4.5 =•2530 BOT CHORD 5 -6 = 2390, 6-7=1661, 7-8=1661, 1-8=2390 WEBS 2 -8= -433, 3.8 =638, 3. 6=638, 4 -6= -433 14-0-0 8-7.2 3.300 s May 281995 MiTek Industries, Inc. Wed Aug 07 17:22:52 1996 Page 1 1 20.7.2 8-7-2 434 = 18.1.0 8-2-0 28-0-0 9-11-0 28-0-0 7.4.14 SPACING 2 -0 -0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC -94 CSI TC 0.89 BC 0.97 WB 0.54 DEFL (In) (loc) 1/dell Vert(LL) 0.29 7/6 999 Vert(TL) 0.48 7/6 682 Horz(TL) 0.11 5 n/a Min Length / LL dell = 240 PLATES GRIP M20(20ga) 149/104 Weight: 89 (Ibs) 30-0-0 1 2.0.0 { BRACING TOP CHORD Sheathed or 2-2-14 on center purlin spacing. BOT CHORD Rigid ceiling directly applied, or 10-00-00 on center bracing. NOTES 1) This truss has been designed for the wind Toads generated by 80.0 m.p.h. winds at 25.0 feet above ground level, using 7.0 p.s.f. top chord dead load and 10.0 p.s.f bottom chord dead Toad, 70.0 miles from hurricane oceanline, on a category I enclosed building, of dimensions 45.0 by 24.0 with exposure B (ASCE 7 -93). Lumber Increase = 1.33, Plate Increase = 1.33. Both end verticals are exposed. EXPIRES 11/1/91 A WARNING - VERIFY DESIGN PARAMETERS AND READ ALL NOTES ON THIS AND TRUSS DRAWING NOTES BEFORE USE. Design valid for use only with Mlfek connectors. Fhb design Is bused oNy upon parameters shown. and Is for an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer • not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage. delivery, erection and bracing. consult ASI.88 Quality Standard, DSB•89 Bracing Specification. and 11I9.91 Handling Installing and Bracing Recommendation available Irom truss Male Institute, 583 D'Onolrlo Drive, Madison, WI 53719. theTRUSSco. & BUILDING SUPPLY INC. Job Truss Truss Type Qty Ply 38120 A2 COMMON 12 1 NORTHOMES DEHLBOM /MTP 4 3x8 = LOADING (psn TCLL 25.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LOAD CASE(S) Standard 7.4-t4 7.4-14 9-11-0 9-11-0 4 .00 12 1x4 0 2 SPACING 2 -0 -0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC -94 { REACTIONS (Ibs/size) 1 =1157/0.5.8, 5= 1285/0 -5.8 Max Horz 1 =- 27(load case 3) 14-0-0 6.7.2 FORCES TOP CHORD 1.2- -2530, 2-3=-2192, 3-4=-2192, 4 -5= -2530 BOT CHORD 5-8-2390, 6.7 ■1881, 7.8- 1681,1. 8=2390 WEBS 2 -8 =433, 3 -8 =638, 3 -6 =638, 4 -6= -433 CSI TC 0.89 BC 0.97 WB 0.54 4x4 = 3 18-1.0 8-2-0 3.300 s May 261995 MiTek Industries, Inc. Wed Aug 0717:22:57 1996 Pa 20.7.2 6-7-2 8 7 8 3x4 = 3x4 = : 3x4 = 1 154 4 DEFL (in) (loc) 1/defl Vert(LL) 0.29 7/6 999 Vert(TL) 0.48 7/6 682 Horz(TL) 0.11 5 n/a Min Length / LL dell = 240 28-0-0 9-11-0 28-0-0 7.4-14 PLATES GRIP M20(20ga) 149/104 Weight: 86 (Ibs) 5 3x8 = A WARNING - VERIFY DESIGN PARAMETERS AND READ ALL NOTES ON THIS AND TRUSS DRAWING NOTES BEFORE USE. Design valid for use only with MITek connectors. lhb design Is based only upon parameters shown. and Is for on Individual building component lo be installed and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for Ioserol support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Addillonal permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing. consult QS1•88 9uolity Standard. DSB•89 Bracing Specf lcalion, and 180•91 Handling Installing and Bracing Recor n nerrdallon available from Inns Ptale Institute, 583 D'Onotrlo Drive, Madison. W153719. 30-0-0 4 2-0-0 LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Sheathed or 2 -2 -14 on center purlin spacing. BOT CHORD 2 X 4 HF No.2 BOT CHORD Rigid ceiling directly applied, or 10-00-00 on center bracing. WEBS 2 X 3 SPF Stud /Std NOTES 1) This truss has been designed for the wind loads generated by 80.0 m.p.h. winds at 25.0 feet above ground level, using 7.0 p.s.f. top chord dead load and 10.0 p.s.f bottom chord dead load 70.0 miles from hurricane oceanline, on a category 1 enclosed building, of dimensions 45.0 by 24.0 with exposure B (ASCE 7 -93). Lumber Increase = 1.33, Plate Increase = 1.33. Both end verticals are exposed. e l (EXPIRES 11/1/97 theTRUSSco. & BUILDING SUPPLY INC. Job Truss Truss Type Obi Ply 38120 B COMMON 12 1 NORTHOMES DEHLBOM /MTP I -2-0-0 1 2.0.0 LOADING (psf) TCLL 25.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LOAD CASE(S) Standard 6.4.14 6-4-14 8-8-0 8-8-0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC -94 REACTIONS (Ibs /size) 1= 1117/0 -5 -8, 5 =1117/0 -5.8 Max Horz 1 =12(Ioad case 2) FORCES TOP CHORD 1-2=-2141, 2-3=-1846, 3- 4= -1846, 4 -5 = -2141 BOT CHORD 5 -6 =2021, 6- 71417, 7.8 =1417,1- 82021 WEBS 2.8= -369, 3-8=524, 3 -6 =524, 4 -6= -369 1 12.0.0 5-7-2 CSI TC 0.52 BC 0.76 WB 0.44 .,�,..,w.•,.rmrrmx,uwaw, eeat ?1trFAa?kAGTt.�`.°..'1`..Xi'Fl kRaE':Ji kK!'•iR9�L•7R3'PAS .` ,. .r. 22 ";; r::: 3.300 s May 261995 MITek Industries, Inc. Wed Aug 0717 :23:021996 Page 1 I 4x4 = 15-4-0 660 17-7-2 5-7.2 1 DEFL (in) (Ioc) 1/deft Vert(LL) 0.18 7/6 999 Vert(TL) 0.31 7/6 913 Horz(TL) 0.08 5 n/a Min Length / LL dell = 240 24 -0.0 8-8-0 24-0-0 6-4-14 1 PLATES GRIP M20(20ga) 149/104 Weight: 76 (Ibs) 260.0 2-0-0 LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Sheathed or 2 -8 -12 on center purlin spacing. BOT CHORD 2 X 4 HF No.2 BOT CHORD Rigid ceiling directly applied, or 10 -00-00 on center bracing. WEBS 2 X 3 SPF Stud /Std NOTES 1) This truss has been designed for the wind Toads generated by 80.0 m.p.h. winds at 25.0 feet above ground level, using 7.0 p.s.f. top chord dead Toad and 10.0 p.s.f bottom chord dead Toad, 70.0 miles from hurricane oceanline, on a category I enclosed building, of dimensions 45.0 by 24.0 with exposure B (ASCE 7 -93). Lumber Increase = 1.33, Plate Increase = 1.33. Both end verticals are exposed. A WARNING - VERIFY DESIGN PARAMETERS AND READ ALL NOTES ON THIS AND TRUSS DRAWING NOTES BEFORE USE. Design valid for use only with Milek connectors. Ills design Is bused only upon poramelers shown, and Is for on Individual building component to be Installed and loaded vertically. Apptcobllily of design parameters and proper Incorporallon of corponent Is responsibility of buliding designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Addillonal permanent bracing of the overofl structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage. delivery, erecllan and bracing, consult QSI•88 Quality Standard. 058.89 &acing Specification, and 1118.91 Handling Installing and Bracing Recommendation available from truss Plate Institute, 583 D'Onofrlo Drive, Madison. WI 53719. (EXPIRES 11 /1/97 1 theTRUSSco. & BUILDING SUPPLY INC. Job Truss Truss Type Qty Ply 38120 B1 COMMON 1 1 NORTHOMES DEHLBOM /MTP 3.300 s May 261995 MiTek Industries, Inc. Wed Aug 0717 :23:05 1996 Page 1 12 a o 24.0.0 ; # f ,;: 3s3' £:—'s.i 33t ;? 5 ,; i si H >'t'` : : >t non, v3?s #3lro vorlf 53s P10 A * . $ .2' ;~Mttf' OWN 1 4 3 3x4 = 3x4 = 3x4 { 26.0.0 l $2.0.0 2-0-0 Plate Offsets (X,Y): 12:0 -0.0,0 -0-111 LOADING (pet) TCLL 25.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 FORCES LOAD CASE(S) Standard SPACING 2 -0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC -94 CSI TC 0.00 BC 0.00 WB 0.00 DEFL (in) (lot) Udefl Vert(LL) 0.00 / " " "" Vert(TL) 0.00 / " " "" Horz(TL) 0.00 n/a Min Length / LL deft = 240 PLATES GRIP M20(20ga) 149/104 Weight: 87 (Ibs) LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Sheathed BOT CHORD 2 X 4 HF No.2 BOT CHORD Rigid ceiling directly applied, or 10 -00 -00 on center bracing. OTHERS 2 X 3 SPF Stud/Std Except: 3.4:2 -11.6. NOTES 1) Gable requires continuous bottom chord bearing. 2) Gable studs spaced at 24 Inches on center. 3) Gable studs exceeding 72 Inches length to be laterally braced at midpoint. For studs exposed to wind, see MiTek "Standard Gable End Detail ". 4) Studs to be fastened with 1x4 M20 plates. A WARNING — VERIFY DESIGN PARAMETERS AND READ ALL NOTES ON THIS AND TRUSS DRAWING NOTES BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown. and Is for an individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overoll structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage, delivery, erection and bracing. consult QST -88 Quality Standard. DS8.89 Bracing Specification. and HIB -91 Handling Installing and Bracing Recommendation available from buss Pole Institute, 583 D'Onolrio Drive, Madison. W153719. theTRUSSco. & BUILDING SUPPLY INC. 5' 1 1— • 18' Zy Zy' FI ,, ' w k 7.8 I 73' + 5 e 5T". 6 . ER►JE`5T" - DEL OM � T (c), 'gCGff Z tthel `7 3 , RECEIVED CITY OF TUKWILA AUG 1 31996 PERMIT CENTER zo • RTHOMES 4503 20111 STREET E. TACOMA, WA 98424 -1813 (206) 922 -2522 FeE Hv '" 0 24 -0 -0 RECEIVED CITY OF TUKWILA AUG 1 3 1996 PERMIT CENTER NORTHOMES INC. 14.T.s. Mums TM 38210 9610090495 For a valuable consideration, recei e t of which hereb grant and convey_,o the Grantee(s), _h successors and assigns, the right, privilege and authority to co and maintain across, over and upon f(/ NO EASEMENT eq'.. 02112 is hereby acknowledged, the Grantor(s), feet of the following land, located in County, State of Washington, to -wit: s3,e-#( r struct, improve, repair The Grantor(s) shall make no use of the land occupied by said 01 C except for OO In exercising the rights herein granted, the Grantee(s), _h successors and assigns, may r4 pass and repass over said ld tT I and G4 C') may cut and remove brush, rees and other obstructions which in the opinion of the Grantee(s) interfere(s) with The covenants herein contained shall run with the land and are binding upon all subsequent owners thereof. In Witness Whereof, the said Grantor(s) hsS executed this instrument this day of (t t 1Cu2 , 19 STATE OF WASHINGTON, County of 1 V � I, (Y e kA∎ tM ss. (Individual Acknowledgment) , Notary Public in and for the State of I shington, residing at a 1e - , do hereby certify that on this day of , 1990, personally appeared before me f% CY1-eSt - D \ \Vf')1rvi to me known to be the individual__ described in and who executed the within instrument and acknowledged that 1 \e signed the same as free and voluntary act and deed for the uses and puupses herein mentioned. !!11``��,,,.,, 3ffl-.lOFFICIAL SEAL this day of DaD s o °ew�c��, , J r o 'cP\Y e � 4 ashington, y q7r OF Wtk. GIVEN UNDER MY Hie 19 !`!'. Notary Public in and ty ' r (A l) ia `-l4/1 • L44 tioS/ in said Coin residing at Euement Washington Legal Blank Co., Bellevue, WA Form No. 1 8/78 MATERIAL MAY NOT BE REPRODUCED IN WHOLE OR IN PART IN ANY FORM WHATSOEVER. Y. 1 CITY Off' TUKWILA Department of Community Development Building Division- Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: 3 -f6 PROJECT NAME: I PROJECT ADDRESS. c -/ 6 t4 CONTACT PERSON: PLAN CHECK/PERMIT NUMBER: 5 76 '/72 - z% PHONE: 0 6 .7vV - ..- / REVISION SUMMARY: ..�z ,44( � i»•, r Pi1c� �� �.�� moo— �� OCT 0 2 1996 TUKV -EN ve O .) Gyvarrel SUBMITTED TO: SHEET NUMBER(S) "Cloud" or highlight all areas of revisions an • date revisions. RECEIVED CITY OF TUKWILA S E P 2 6 1996 PERMIT CENTER RECE ' 1 3/19/96 September 5, 1996 Dear Mr. Walden: Building Pepatt rent: City of Tukwila Mr. Scott Walden Northomes, Inc. 4503 20th Street E Tacoma, Washington 984244813 SUBJECT: REVISION LETTER #1 Development Permit Application Number B96 -0242 Dehlbom, Ernest 14108 52 Av S FILE COPY Department of Community Development Steve Lancaster, Director This letter is to inform you of revisions that must be addressed before your application for development permit can be approved. All revision requests from each department must be addressed at the same time and reflected on your drawings. The following are comments from each of the reviewing departments: Contact Bob Benedicto, Sr. Plans Examiner, at (206) 431 -3676 if you have any questions regarding the following comments. John W Rants, Mayor In a dwelling unit, a smoke detector shall be installed in each sleeping room and at a point centrally located in the corridor or area giving access to each separate sleeping area. Required smoke detectors shall receive Omit' primary power from the building wiring when such wiring is served from a commercial source and shall be equipped with a battery backup. f k ntie indicate on the plan the installation of smoke detectors in the hl,l►ropriate locations. UBC Section 310.9.1 `f'l;o "Wattsun" program that was submitted to show compliance with Washington State Energy Code indicates that the proposed m40110°11 ttystem will be integrated spot and whole house fan. The aper.if ?t: requirements for this dwelling are as follows: bathrooms and ititio ty me a shall be equipped with an exhaust fan with a minimum p✓~tft>>ttfintice rating of 50 cfm Cam? 0.25 inches water gauge, kitchen range Shall is ventilated with an exhaust fan with a minimum performance ttttittf< tit 100 elm a 0.25 inches water gauge. In addition, a whole house 717 ji 1 i fit Ii0111#0114 lg1111 # 11100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431 ��'':?'::'v�(�� ��5��:�:RZ:�3`i*�.ad�rYi��n ::ti'�.iS, a;��r;o5•.: e�w: Mr. Scott Walden September 5, 1996 Page 2 ventilation fan with a performance rating of 80 cfm @ 0.25 water gauge is required. This whole house fan may be a separate fan from the listed spot ventilation fans, or it may serve a dual purpose as one of the spot ventilation fans. Indicate the exhaust fan locations and required performance ratings on the plans. Chapter 51 -13 WAC, Washington State Ventilation & Indoor Air Quality Code. 3. List (on the plan) the size, grade and species of wood for the headers required for all openings greater than 4 -feet (windows, garage door, etc.) UBC 106.3.1 (4) 4. Door between dwelling unit and garage area must be (at minimum) 1 -3/8" thick solid wood door with self - closing hardware. Note this requirement to the plan at the subject door location. UBC Section 302.4 5. The dwelling and garage must be separated by an occupancy separation which consists of material approved for one -hour fire resistive con- struction applied (at minimum) on the garage side of the wall separating the dwelling from the garage. This fire resistive material must extend vertically to the under side of the roof sheathing above, or it must run full height and width of the separation wall and then across the entire ceiling of the garage. 5/8" Type "X" gypsum wallboard is one material approved for this use. UBC Section 302.4 6. Page 6 of the construction documents includes a shearwall schedule. Please indicate the location of the required shearwalls by keying shearwall types to floor plan. 7. Under floor areas shall be ventilated by an approved mechanical means or by openings into the under floor area walls. Such openings shall have a net area of not less than 1- square foot for each 150 square feet of under floor area. Openings shall be located as close to corners as practical and shall provide cross ventilation. The required area of such openings shall be approximately equally distributed along the length of at least two opposite sides. They shall be covered with corrosion resistant wire mesh with mesh openings of 1/4 inch in dimension. Indicate on foundation plan size, number and location of required vents. UBC Section 2317.7 44 Mr. Scott Walden September 5, 1996 Page 3 Y''.l .:Ci 6Y a.r.i5,"i'ai M: a., d: rr;.. xn..•.y.. .. a: nao.- ,,,.n+arrTm.1.614rf >: r.:v1wwws /4 tva NCMLgMH +' ilc.'+` eq.kw.. W/ n+.+ f1T1.+nTaw.,vs ^ .rev Fire Department: No Revision Comments. Planning Department: No Revision Comments. 1. Show edge of existing 53 Av S road pavement. 8. A warm air furnace installed in the under floor area of a building shall comply with the following requirements: a. An access opening and passageway of a height and width sufficient to permit removal of the furnace, but in no case less than 30 inches by 30 inches, shall be provided to the working space in front of the furnace. The access opening to the passageway shall be through an opening in an exterior wall of the building or through a trap door within the building. b. A furnace supported from the ground shall rest on a concrete slab extending not less that 3 inches above the adjoining ground level. c. A permanent electric outlet and lighting fixture controlled by a switch located at the passageway opening shall be provided at or near the furnace. Indicate the above requirements by note or detail to the construction documents. UMC Section 320. Public Works Department: Contact Joanna Spencer, Development Engineer, at (206) 433 -0179 if you have any questions regarding the following comments. 2. Show if the proposed driveway is going to be paved all the way to the house. Specify type of driveway pavement asphalt or concrete. Public Works requires all driveways to be paved for a minimum distance of 20 feet from the edge of existing road pavement in 53 Av S. (The rest can be gravel pavement). nR Mr. Scott Walden September 5, 1996 Page 4 3. Show the existing sewer main in 53 Av S and how your property will be serviced (Tukwila sewer "as- built" plan is enclosed for reference): a. Type of pipe b. Size of pipe /location c. Connection point to the existing sewer main d. Location of cleanout(s) e. Type of bedding and backfill material f. Invert elevations at structures and junctions 4. Show the existing water main in 53 Av S and water service to your house (Tukwila water "as- built" plan is attached is attached for reference): a. Type of pipe b. Size of pipe /location c. Size and location of the water meter d. Location of the water tap e. Type of bedding and backfill materials. Special water connection charge in the amount of $607.79 applies for this development. Please refer to the attached memorandum with calculations. Contact Mr. Pat Brodin, Public Works Water and Sewer Engineer, at 433 -0179 regarding any sewer or water issues. 5. Provide estimate of yardage, both cut and fill for the land altering permit. 6. Show existing storm drainage catch basins and all existing storm drainage pipes connecting to this catch basin. 7. Show how the roof drains and foundation drains will be tightlined and connected to the existing catch basin on your property. Please contact Mr. Phil Fraser, Public Works Surface Water Engineer, at 433 -0179 regarding any storm drainage questions and Mr. John Howat, Public Works Surface Water Crew Chief, at 433 -1864 for any additional information regarding the existing catch basin. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. Mr. Scott Walden September 5, 1996 Page 5 In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. 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, - nth Kelcie J. Peterson Permit Coordinator Enclosures CERTIFIED MAIL File:; '=B96- 0242 >' P96 -0084 s ° t SCOT WALDEN S her)I, iu3 20 ST E "Abake lik 98424 -1813 Postage $ 1 ,Certified Fee I I 0 Special Delivery Fee — Restricted Delivery Fee /� '75 l7tt Return Receipt Showing to-';'" im & Date Delivered �t "4r...r Receipt Showing to Whom, Date, and Addressee's Address TOTAL Postage & Fees K ■ 3 2 y Postmark or Date MAILED 9/5/96 B96 -0242 REVISION LETTER #1 • 2! $VISIO 0 rOCO $ O. ` dri Tettai `Addressee fi.Address :1On1y 'i if r uest artd fes pdd) '.• K Dec.ernh'Y 1 991. crU.S CPC) td9 i - -a 3 •a„_ "' C.y n i ; 't^'oT CILMET . Z 019 851 •622 Receipt for Certified Mail No Insurance Coverage Provided wnosnm Do +nOtUSe , for.International.MaiL no,ui UMW (See.•Reverse) S RI RECEI City of Tukwila Fire Department Thomas P. Keefe, Fire Chief Fire Department Review Control #B96 -0242 (511) Re: Ernest Dehlbom - 14108 53rd Avenue South Dear Sir: August 22, 1996 The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. For short plat development (four single family homes or less), hydrants shall be placed so that a hydrant is within 250 feet of a building. Distance from a hydrant to a building is measured along the path of vehicular travel. Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 1/4" Pentagon open -lift operating nut. 2. Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided with an approved turn - around area. Access shall be within 150' of all portions of the buildings. (UFC 902.2.2.1, UFC 902.2.1) 3. All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (UFC 901.3) 4. 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) John W Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575 -4439 Page number 2 Yours truly, cc: TFD file ncd City of Tukwila Fire Department The Tukwila Fire Prevention Bureau Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. John W. Rants, Mayor Thomas P. Keefe, Flre Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57S -4404 • Fax (206) 375-4439 TO r ' FIRE ;DEPT. Mike Alderson PW PERMITS Joanna Spencer C:\MSOFFICE \TEMPLATE\mamemo.doc MEMORANDUM MOKWAIMEINO FROM: PUBLIC WORKS DEPT. Pat Brodin DATE: Aug. 22, 1996 SUBJECT: Water /Sewer Availability for Delbom 14108 53 Avenue South An eight inch (8 ") cast iron water line was built under Tukwila Contract I -70 along 53 Avenue South. System static pressure at this elevation is 100 psi. The system is looped and supply can be received from the Cedar River Pipeline 4 on the south or the 48 -inch West Seattle Pipeline on the north. Emergency flows are available through the Water District 125 intertie or the North Hill Reservoir and pumps. The fire flow at Hydrant #90 is: 1705 gpm which is available at 20 psi residual An eight inch (8 ") sewer line was built in 53 Avenue South under LID 18 in 1972. A stub location has been provided to the parcel under the former contract. No special connection charges apply for sewer since the owner has paid for his benefitted share of the system under LID 18. Special connection charges do apply for water based on the attached calculation. \ L p ;1 D Jaz) 4 c. ;k 4 7p) A .3ox,57:.051, itoArw . /674./47 - L.5 Afie 04•1/4 4 1..c7/041 P /' cat/ -.?„3": o f-c) ca/51, 00 So se 7.1 X 0-oob - x 7:i Jo A 73' cots( Aetwo44. z 73 • /C00..,./7 atos zcb i 14, oc.) Ord PUBLIC .WORKS DEPT. I r/ 6"7 ‘' z y co.4 1/ C.Z. /77o avh-, 000 /1/67z /4447x4- CO' ■thes.pg, pC /P70 A/11 %/;7,1c... 07i7 k k - • - Co/. go or 6 o7. 7r . :...; ...91•11ralr.milron■ r..17a GA/444e_ G:IGC_ ly 7244411 1111-- LL 1 August 19, 1996 Mr Scott Walden Northhomes, Inc. 4503 - 20th Street East Tacoma, Washington 98424 -1813 Dear Mr. Walden: Sincerely, ¢ ��m6c7 Kelcie J. Peterson Permit Coordinator File: B96 -0242 ^,Mk ro .. —_._- _._.._.........eamm.hinmtaw s! WTAM eitt l:? ZtAtztaltTi .>.'lAMMYSLC+a141,111 1ri9IVA R!Vern MANNE.Stmt ,.�.,�....,.. City. of Tukwila SUBJECT: Development Permit Application Number B96 -0242 Dehlbom, Ernest 53AvS &S 142 St FILE COPY John W. Rants, Mayor Department of Community Development Steve Lancaster, Director This letter is to inform you that your permit application received at the City of Tukwila Permit Center on August 13, 1996, was reviewed at the August 15, 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 corrections or when your plan is approved. If you have any concerns or questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 ) Ili** to sit 1*, , • ) 4. vT4r ! tilORT Eiq; ltig" • , • 001 26111 TACOMA ;14A::! i ,,.• • L. DETACH TO DISPLAY CERTIFICATE p."''' : • DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A STATE OF WASHINGTON F625-052-000 (3-92) - . , CRAWL SSPACE A CCESS Mft 3D X 3 0 "A4 MOST jpI LARG ENOUGH TQ THE Ft RNAC KITCHEN LIVING ROOM 8 X 6 PORCH 4 X 10 HE #2 HEADER FURNACE FLUE r — 1 I RAKE I (xex ) FRRNACE N CRAWL SPACE RRESTNG ON CONCRETE 3 ABOVE THE ADJOINING GROUND DINING ROOM BEDROOM #3 MASTER BATH i\ \ TUB /SHOWER ° BATH 1 BEDROOM # HB 50'xStr �qb -Daya WALL HEADERS'' 2.UNLESS NOTED' 6 X 4 PORCH 1/4 = 1' 40" FLOOR FLA\ 24'0" 24 X 24 GARAGE 13 4' SOLI) CORE DOOR " `5/13:J 'E X GYPSUM f SELF HARDWARE T O.tIrAERSOOFROOFSHEA11*1G THIS WALl 46'0 1291 SQ FT X 12 .: T LU -LAM BEAM MASTER BEDROOM 4ffx Off 5C Sines He T SEP PERMIT REQUIRED MECHANICAL LECTRICA PLUMBIN -AS PIPING Y OF TUKWILA CJiLDIiNG DIVISION ..nderstand that the Plan Check approvals are aet to errors and omissions and approval of does not authorize the violation of any glad code or ordie•nce. Rec k p owledged. -ctur's copy of /r F Date RECEIVED 041OV P 'k uKwII_ � Q R flC1 g 199 RECEIVED CITY OF TUKWILA SEP 2 6 1996 F�1i.Dl� PERMIT CENTER U) W O DATE 419 1 =31m9 PLAN # 1 PAr`.F VINYL FRAMED WONDOWS MMINII iil ititititiZil i llli!i!i!i!i!i!ililirilil _ i + lri l ri��r i ` l lri�rl��i�ir�li ! � lilililililil�lilililililil�ll �/ili��Il.1illil)1l111lilililil lililirilililililrlillililililr j♦i!i itititirl�ll iil iti lililililirilililililili� / 1 ►►illy � i i VINYL SMING -----/— CEDAR PORCH, STEPS AND RAILS 130 FRO 1/4" = 1' �4AR 1/4'. =1' T CONTUNIOUS VENTED ROGE =VAT IL -VAT 0 25 YEAR COMP SHINGLES / itimrir■l rMr�inlw ■irirrrrrrr!!i! ' 1!ililes lNi!■■ililiw'� ■ rr' °+ 1rlli a ■i!r!■111!■01!ilrliM■■r!i!i!r!i!l /ilililililil ° _ -. — .. � al nuiii�iini�rr■�lilri irlr� Iliilin6/ililirilr ' _ .l�r.lililil- lililililili_I �ilillili®YiilPB— -+ililililililil■�lilirilr I�lir ri111i1 11/' rl�lililililililililili! ®ilililili rwiililillilililililill• tlilll�lilNV rlililililililililir ®ilinow° "rirlle�� aei + rlrlili _ N�l�r1OlIMs'� IN summuwl, e ' �w ,■ imrarm ■ amiiimis ■ — simmemi ii m „ = >; i ■ ■ CONTUNIOUS METAL GUTTERS WITH DOWN SPOUTS RECEIV O,C,f 0 2190~; TUKWILA PUBLIC WORK RECEIVED CITY OF TUKWILA SEP 2 6 1996 PERMIT CENTER LaJ 7 -31 DATE 419 PLAN # 2 PACE LIFT 1/4" = morirmimillernimummormimeriarrimmommorwrmemormumsmos Now.--- wriuramummussummirrommessuurmsurnsurgrommarragainr.... imam 11011•11111111111101111111110111•0111111111.10MMINISIMIMINIIIIIIIRMINIIIIIMMIMIIII 111•nrillmillimilliiimillinimillamillillmillamilillimililiallinsiillIIIMIIIIIMIIIMINION PP"- mug MilliimmilimiallillrillIMINIMMisiallirmillIMMIIIMMINMOIMMIIIIIIMINw 11111100111111millIIININIIIMIIIIIMINIIIIMUMNIMINIIIIIIIIIMMINIMINIIMP lariollMIIIIIMMillmillimiallimindlinsillirmiminiMmillM IIIMINIIINIIIIIMIIMINIIINMIIINNIMINIIIIMINNIMMMININIMINNIIIIMill ILLIVAT 0\ RIG 114" =1 iL =VATIO NovilliMAIIIIIIINIIIImallamillilmillinsmilamillawrilmilimmillammeme - .1111•011.11•1111111••••0111111MinmilimmilliimilIMENIM• 1111 1 1 m 111111 •Mill•MillmillaimIllana l - -- -”IIIIMINIMMINUM=1111101111.61111111MMONNOWINIIIMIIINEMBINIMINEEIMMilmil - -wwiammuslumeramiraillirillIMMINIENNIIIMMIIMMIEN1111 1111 111111• 111 111. 11 - - RECEIVED fICT 2 1996 'TUKWILA PUBLIC WORI4. RECEIVED CITY OF TUKWILA SEP 26 1996 PERMIT CENTER cr) LU C/) I I Q 1 CC 1 LL1 (4) w DATE 41e PLAN # PAGE m L a 178" 24'0" 4 X 4 POST if #2 WITH 4" X 8" BEAM HF #2 ON TOP PROVDE A MIN. 18" X 24 CRAWL SPACE ACESS Y PRO_11 4 F(�E V AREA Y 6'0 r 24 X 24 GARAGE 6b" 6'0" 6'0" 6'0° 7 24 "X24 "X10 CONORETE PADS (16 TYP) UND4TION 'LAN 919°q),X1?%-- Il4 = I' t. 6 ML BLACK POLY GROUND COVER — I 46'0 1291 SO FT 1 4'4" a J m co 0 • STEPS N MUDA7ON RECEIVED CITY OF TUKWILA SEP 2 6 1996 PERMIT CENTER w V / LU 0 1-31-96 DATE 419 PLAN # 4 PACE N Z GPI w CRAWL SPACE ACCESS NEED SWITCH AT DOOR WITH LIGHT AND OUTLET AT THE FURNACE LOCATION LIVING ROOM DINING ROOM MASTER BEDROOM lux 1/4 = 1' 24 X 24 GARAGE ELECTRICAL FLAN 12 SO FT ECELV . C -)c ^ 2 10= lUK OP L!, JBL1if' `..NC)i RECEIVED CITY OF TUKWILA SEP 26 1996 PERMIT CENTER w 1- w 0 O 1 =31 =9& DATE 419 PLAN # 5 PACE SHEARIUALL SCHEDULE MARK DESCRIP SEATHING GEATNING NAZI INA SHEAR ROW NAILING ► REMARKS SU II 8/32 "FLY D Std g 6" 0.C, 16d 0 8" 0.0 ©1 1 E ea.@ 4" O.C. t6d 0 54/2" C.C. 3 el '' 6 " OTC. 16d04" 4 6W4 ■ ' "v"3" O� d e'3" O.C, BEE NOTE 6, 5 8195 jd 4 , * 4" • 4 A2233 '.,_. NJOIBT SEE NOTE I, 6 -�� * SWEAR NOTES' I, SCHEDULE 2. PLYWOOD BE 3. SHEATNG 4. ALL EDGES S. ALL 6. STUDS 8194 1, SHEATHING TO 8. SHEATHING NAILING It FLU6F1 _ PLY D 81 d $ d.0 , dd A 2" 0,0 0' a x, AC 423 w 16d i1 00,4 423 ^' EA 14 t 'SEE NOTE 1. 6. ROW NAILING 6 FROM PLATE'TO RIM AND FROM RIM 10 PLATES IS BAISEp ON HEM STUDS 0 16" 0,C. EATNII4'G I6 TO BE APA RATED 24/0 MINIMUM AND MAY 068 OF UAL IRATINIL T`HICKNESO Mr.Y 6E AS SHOWN OR 3/8" OR 1/I6 ". SWEATING 1 8E DIRECTLY APPLIED TO STUDS AND ALL BLOCKED, NAILS TO.BE COMMON WIRE. TO 8E 3" NOMINAL OR WIDER AT ADJOINING PANEL EDGES FOR AND 8191 PANEL JOINTS EACH SIDE OF WALL TO BE OFFSET OR STUDS BE 3" NOMINAL OR WIDER FOR SWL5 AND 6196, NAILING 6440014 APPLIES TO ALL PANEL EDGES. SWEATING =AT INTERMEDIATE SUPPORTS TO BE OF SAME SIZE SHOWN 9 O.C. CAUTION? DO 101 OVERDRIVE NAILS, NAIL HEADS TO BE WITH FACE OF 814.0111G. GRADE PRESSURE TREATED 11 04 VERTICLE AT 24' 2-04 CONTINIO 6 MIL VISQUEEN MOISTURE BA ER SCALE: 1 = 11 -0II TORY SIMPSON MA6 OR EQUAL 32" 00 AT END WALLS 48 OC AT SIDE WALLS LOCATE ANCHOR BOLTS OR MA6 AT 2" FROM EACH GILL PLATE PIECE END OR I/2" 0 X 12" ANCHOR BOLTS 9 4' 00 AT END WALLS AND 6' OC AT SIDE WALLS -TYPICAL ALL DETAILS- PROVIDE FOOTING DRAIN PER LOCAL JURISDICTION OF REQUIRED) TYFICA_ FOOT! \CI DE iboa4a 1L (2) 4x P141zS VW' O MCNOA T' X 1 HEADER AT C()RIVER per A,HOLDOWNS J OPTIONAL LOCATION IX6SkILLOR :. PO679 FOR V L$P1 0 054R /NG 4 P004 oR (44 X54'in WP. }NDD?2 STp4p OPTIONAL LOCATION 2X F TM-KATE � � 9 i j W jiI I C I 11 i 1 1i ? 4 +4 4 1 I INSULATION BAFFLE AT EAVE VE I" AIR SPA SCREENED EAVE v CONTINUOUS ME GUTTER EXTERIOR GRADE 61 GLUED AND N R -21 WALL INSULATION TY VEK BUILDING PAPER (DOUBLE WALL CONST 0 MANUFACTURED FLOOR JOISTS 16" 0.0. UNLESS 0114 - WISE NO FINISH GRAB' --� 1/16" ORIENTED STRAND BOARD 814E8 NG *235 LB SEAL TAB COMP, ROOFING W1714 86 FAT BEAM /9EEPLAN FOR 9 /IE) SCALE= //1 "= P-0" /2" REINFORCED GWB AT CEILING OUBLE 2 X 6 TOP PALTES " 61013 AT WALLS X6 WALL STUDS 016 " O 1 STORY U, NTS: 3/4" T 4 G PLYWOOD SUS FLOOR OR EQUAL (GLUED AND NAILED) R -30 FLOOR INSULATION E FOUNDATION DETAIL 9 /% " LP/ OR 1X 6"/6 "OC 6 X 6 f7 t reu P09, CONCRE7EPAO /9EEPL4NROW 9/IE/ PRE ENGINEERED ROOF TRUSSES 24" O.C, TYP, SEE ELEVATION FOR PITCH "38 ATTIC INSULATION TYP RECEI plc I 0 KvV LL SE C T I O YRCFETUKWILA SEP 261996 PERMIT CENTER co w E O 3 _ . ` 1— _3 OZ w i O aa ' a - .! 0 DATE L1 PLAN N PAGE REVISIONS ERNEST DEI-ILeoM LOT 6, BLOCK 2 TUKWILA, UM cot LC TER MA11411404 egi EXISTING FIRE HYDRANT PLOT PLAN 20' CAWNVCC elosr SD C A SD 10! D Ek EfT UMW NG NO gGI 0010 rdinance . t vnIotic of ;;;;: e wi current e e*r`i l a,i5VO ' Oe f ptanC 3' rma subject to errors an: tri Copt ride with of the b sig u n e r n e t s :p,r .: r0,,va, . : v,t t h o ri or ;‘, ev sci rev d e e dal grn'a c wgs for su e Additions, deletions "w n a g n a w f i t l e l r re t q h u is ire da a te re " s 'i u% \,- .1, a: irain p Pl a n t a e l : a iso c I bp it nn tl i nce is subject to field inspection by the , Pblic'Work utilities inspector. eoo RECEIVED CITY OF TUKWILA SEP 2 6 1996 PERMIT CENTER (1) 9-24-e& DATE 41 PLAN St PAGE 9 610090495 WATER MAIN IN T4VE STREET POLY wise LE! RIONT OF WAY GDP. REPAVE YTM NA1W! D AM FILL E DGE Or STREET EXISTING FIRE HYDRANT 20' )(20'PAVEMENT FLT FLAN III - 20 ERNEST DEULBOM LOT 6, BLOCK 2 TUKWILA, WA P� cib GRAVEL DRIVEWAY TIE LAW Ali POOTPIG DRAY 259' EKDflG 6' 6E4ER Lp1E WTI A ON INC PROPERTY LEE MOTEL. A A R 4 REDUCER PEA GRAVEL PIPE DEMO UTN NATIVE SACK FILL 5 STORM DRAIN EASEMENT 4404411 DRAM IDE SEAM 14118 53 RD AVE 50UTH EXISTION HOUSE 9510090495 T3� .134 Q n w LU CI) DATE 419 PLAN 0 PAGE