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HomeMy WebLinkAboutPermit D2000-122 - NORTHWEST DEVELOPMENT - NEW SINGLE FAMILY RESIDENCENW DEVELOPMENT D2000-122 City of Tukwila r Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CON'_,TRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 004200 -0032 Address: 4253 S 148 ST Suite No: Location: Category: NSFR Type: DEVPERM Zoning Contractor License No: NORTHDS015KK Construction Valuation: $ PUBLIC WORKS PERMITS: &'(Water Curb Cut /Access /Sidewalk /CSS: • Fire Loop Hydrant: Flood Control Zone: Haul ing: Land Altering: Landscape Irrigation: Moving Oversized Load: Sanitary S i d e Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Permit Center Authorized Signature: Signature:_ Print Name: DEVELOPMENT PERMIT N N Private: N Permit No: Status: Issued. Expires: (206) 431 -3670 D2000 -122 I55LIED 06/30/2000 02/28/2001 Cont. Type: Occupancy: DWELLING Gas/Elec.: UBC: 1997 Units: 001 Fire Protection: Setbacks: North: .0 South: .0 East: .0 West: .0 Water: 125 Sewer: VAL VUE Wetlands: Slopes: Streams: OCCUPANT NORTHWEST DEVELOPMENT Phone: 4253 S 148 ST, TUKWILA WA 98188 OWNER THAYER ROBERT J & KIM P Phone: 206 828 -0399 4261 S 148 ST, SEATTLE, WA 98188 CONTACT PAUL 13LiLLETT Phone: 206- 246 -5366 PO BOX 58628, SEATTLE, WA 98138 CONTRACTOR NORTHWEST DEV OF SEATTLE 1412 SW 102nd 400th, SEATTLE WA 98146 *•* k* k• k*'k k*• k• k: **** ****.kk *•k**kk.k *kk•k*k* * ** *kkk *kkkkk k: *k*•k*kkkkkkkk*k **•k***•k:kkkkk *k'kkkkk Permit Description: CONSTRUCTION OF A NEW 1,987 SO FT SINGLE FAMILY RESIDENCE AND 700 SO FT ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: LAND ALTERING AND STORM DRAINAGE. *:k'k**'k;*•• kkk * *'kk*** ****k:*kk *kkle *k**4.* *******•.k* kkkk*• kkA** Akk*kkk*******k**k.A* *kk'** ***k 185,638.50 Meter Permits Listed Separate) Eng. Appr: LJM N No: Size(in): .00 N N Start Time: End Time: Y Cut: 128 Fill: 128 N N Start Time: End Time: N No: N Private: N Public: N Public: N *• ' k *k *'kk *****k** *•k ** *******kk' *** kk** k' k**' kk A*' k**•****: k* kk* k*• kk* : *** *• *A'.1**'Akk'k•k*A* *'k'k•k* TOTAL DEVELOPMENT PERMIT FEES: $ 2,598.33 *k k'k•kk• k kkk *•k * *kk *: *::* kkk'* k*: F** kk*k k' k• *'k *kkkxkAA•k'A* *k'k AAA •kAA ** kkk *A 'A A* A•kk: *k 'lc kk:k'A **•kk Date jS1_240Q I hereby certify that I have read and examined th s permit and know the same to be true and correct. Ali 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 pernii* Dace: Of T h i s p e r m i t sha l l become n u l l and v o i d if the wo-k. . _ not commencea 130 days from the date of i_suan_.e, or '7 ! --h wo K _ —rzu nd_d or auar'+]orsec for a period of 180 days from tree last i:,_+ectiir.. z w 6 0 0 CO wI CO LL w c H=: Z H I- 0 Z ~ w w 2 H ..z U = o � z City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEEIR OWN RISK. Parcel No: 004200 -0032 Address: 4253 S 148 ST Suite No: Location: Category: NSFR Type: DEVPERM Zoning: Const Type: Gas /Elec.: Units: 001 Setbacks: North: Water: 125 Wetlands: Contractor License No: NORTHD'SO15KK OCCUPANT OWNER CONTACT Permit Center Authorized Signature: Signature: Print Name: DEVELOPMENT PERMIT Permit No: D2000 -122 Status: ISSUED Issued: 06/30/2000 Expires: 12/27/2000 Occupancy: DWELLING UBC: 1997 Fire Protection: .0 South: .0 East: .0 West: .0 Sewer: VAL VUE Slopes: Streams: NORTHWEST DEVELOPMENT 4253 S 148 ST, TUKWILA WA 98188 THAYER ROBERT J & KIM P 4261 S 148 ST., SEATTLE, WA 98188 PAUL GULLETT PO BOX 586 SEATTLE, WA 98138 CONTRACTOR NORTHWEST DEV OF SEATTLE 1412 SW 102nd 400th, SEATTLE WA 98146 ***** * * * ** * * * *•k•k* k•k* *•k * * *• * ** * * **** k* k•*** k* * * * * * *** *** k k k* k** k *•k * * ***•k* **•k** * * * * **** Permit Description: CONSTRUCTION OF A NEW 1,987 SO FT SINGLE FAMILY RESIDENCE AND 440 SO FT ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: LAND ALTERING AND STORM DRAINAGE. *• k************• k****• k*******: k****• k******************** :k** *•k** * *•k *•k *k* **** *****•k• * ***k Construction Valuation: $ 179,788.50 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: LJM Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: Land Altering: Y Cut: 128 Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: N *********************A******************************** TOTAL DEVELOPMENT PERMIT FEES: $ 2,542.89 ********** k ** ** ********* **** * *k* ******•k** * *** * **k ***k**: *** * ** * * * **** *** **** ***.k* ..,,._...,. � (206) 431 -3670 Phone: Phone: 206 828 -0399 Phone: 206- 246 -5366 End Time: Fill: 128 Public: N Public: N ******.k*********************** I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit Date: ate _(‘) This permit shali become null and void if the work. 1.5 not commenced within 180 days - rrom the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. z ~ W re w 6 10 0O W D wI ID V. w H O N 0 W W u. O .Z w = , O 1- z Address: 4253 S 148 ST Suite: Tenant: Type: DEVPERM Parcel #: 004200 -0032 CITY OF TUKWILA Permit No: D2000 -122 Status: ISSUED Applied: 04 /27/2000 Issued: 06/30/2000 .. k•k•k*•k•k'k *•k•k•k* :• kk• k•k• k• k• k• k• k• k*' k***•k• k****• k• k• k• k'k•k•k•k•k'k•k•k•k•k•k•k•k•kkk k•k** ..•k•k.•k ** k•k k•k k•k•k•k Permit Conditions: 1.. No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 2. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 3. Any exposed'insulations.backing material.shall have a Flame Spread Rating of 25or less, and material shall bear.identi- fication ,Showing the fire performance rating thereof. 4. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), 'and Washington State Energy Code (1997 Edition). 5. Plumbing permits shall be obtained through the Seattle -King County Department of Public.Health. Plumbing will be insp,ected,.by that agency, including all gas piping (296 4722) . 6. Notify the: Ci t,y of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 7. All wood. to remain, In placed concrete shall be treated wood. 8. Val idi ty of Permit.. The issuance of a permit or approval ' of plans, .specifications, and computations shall not be con- 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. 9. Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (248 - 6630). There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 11. All mechanical work shall be under separate permit issued by the City of Tukwila. 12. All permits, inspection records, and approved plans shall be available at the .job site prior to the start of any con- struction. These documents are to be maintained and avail- able until final inspection approval is granted. 13, Hauling over 50 cy shall require application for a Hauling Permit prior to any associated activity. .14. Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. Turning radii shall be a minimum of five feet. DRIVEWAY SHALL BE i3 /ED A MINIMUM OF 20 FEET Oif O THE PROPERTY FROM THE 4 JPERTY LINE. 15. Contractor shall notify Public Works Utility Inspector at 206 -433 -0179 of commencement and completion of work at least 24 hours in advance. 16. FROM OCTOBER 1 THROUGH APRIL 30, COVER ANY SLOPES AND STOCKPILES THAT ARE 3H:1V OR STEEPER AND HAVE A VERTICAL. RISE OF 10 FEET OR MORE AND WILL BE UNWORKED FOR GREATER THAN 12 HOURS. DURING THIS TIME PERIOD, COVER OR MULCH OTHER DISTURBED AREAS, IF THEY WILL BE UNWORKED MORE THAN 2 DAYS. COVERED MATERIAL MUST BE STOCKPILED ON SITE AT THE BEGINNING OF THIS PERIOD. INSPECT AND MAINTAIN THIS STABILIZATION WEEKLY AND IMMEDIATELY BEFORE, DURING AND IMMEDIATELY FOLLOWING STORMS. FROM MAY 1 THROUGH SEPTEMBER 30, INSPECT AND MAINTAIN TEMPORARY EROSION PREVENTION AND SEDIMENT AT LEAST MONTHLY. ALL DISTURBED AREAS OF THE SITE SHALL BE PERMANENTLY STABILIZED, PRIOR.TO,FINAL CONSTRUCTION APPROVAL. Temporary erosion; control measures shall be implemented as the first order of business to prevent sedimentation off- site or into existing storm drainage facilities . lB. 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. 19, OWNER SHALL PROVIDE A' COPY OF RECORDED STORM DRAINAGE COVENANT. BEFORE FINAL APPROVAL. 20, INSTALL DISPERSION TRENCH PER ATTACHED KING COUNTY DETAILS. Access from S 148 Street to the individual lots shall be maintained at Applicant /owner's expense until such time the road . becomes a public street. Applicant shall enter into a Developer's Agreement with the City' of Tukwila that will address street improvements, sidewalks, drainage, undergrounding of utilities, etc. The Applicant shall record the Developer's Agreement as part of each deed and provide a recorded copy to the City, BEFORE fianl Approval by Public Works. 17 z Z QQ � i0 00 0 J i CO IL w O 2 u. 92 d H z � � zt- w U� O N. a '- w w ' LL, Z : iii U = O ~ z Description of ork to be done: `-- , ;r - t s *pa - c-� i 1r U e) s G� � u Ascia--e,_ . t .. , � � ttt���ppp Type of work: New Single - Family Residence ❑ Addition - Single - Family Residence Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered El Residential Reroof Is this site served by: co Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: . ing sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Street Address: City ip• Address?) � 6 �I x s � 'a8 �- . C �� State /Z Proposed New Square Footage: 1/ ? ? sq. ft. Dwelling sq. ft. Covered Deck(s) 1 4 L I (0 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck 44_ a L' 13/P.- Floor Area Ratio: (total floor area of all structures divided by the area of the lot) T ! 7 Fax #: / v *For an Accessory dwelling, provide the following: Lot area oor area of principal dwelling Floor area of accessory dwelling Phone: a06- (P`7 - d yc0 • Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. Project Name/Tenant: � VA ties 7" 4 oe /' $ 4 of S 7 7 ( Value of Construction: I , d • Tp JIJ�► �t' 0�/�� Site Address: ( 5 , p J t �/ City State /Zip: Property Owner: UVb� l ip 1, Pho 1 y l r/� �` Fax # : a� 6 , dYd -5- 3d 7 Street Address: City ip• Address?) � 6 �I x s � 'a8 �- . C �� State /Z Contractor: r p o f t -L� .f d-- A °� a� 7�� _7 Phone: 44_ a L' 13/P.- Street Address: - � � C)--45-1,---e City State /Zip: Fax #: / v Architect: A . •• Oa' s( Street Address: /, /el�_ ,�..., r^ w f1fi ^ 4 S , , , - / L ww te s ` State/Zip: ' Phone: a06- (P`7 - d yc0 Fax 0 (71W- od O Engineer: ` 4 -c- k C r C , i- 1IJUC ' Phone:zies._:_247 7 / 5 -0 . Street Address: ? - / (o Cdr City State /Alt . h� 1 6 Zip: Fax #: Contact Person: 1/ 6 t3 % / Phone• d �� ,. ,6 Street Address:n �u �O (�W d0e t Cit9 // p Fax #: n& Jy . w 5- ,7 CITY OF TUK'"``lLA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 F STAFF USE ONLY Project Number: Permit Number:, Single- Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT; REQUESTFORPUBLIC WORKS OF THE FOLLOWIN (Additionarieviews'shall: determihed;bythe Public Works Department '` ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date app cation ac 2"1-.00 t r SFPERMIT.DOC 2/13/97 Date olicattles: 00 End Time: AppMen by: (initials) PLEASE SIGN BACK OF APPLICATION FORM Z ~ w 6 00 w = LI O � = F. w Z = 1- O Z t- w U • � O - W F-- u - O W Z U N p O ~ Z 4.N. ; r w, Iwo 'ANL 41.1 BUILDING:'OWNE 'OR' :: AGENT � THORIZED Signature: . 7 Date: C/-. d 7- ere) Print name: P/6101- 60 / Z e � t l - 11 � Phoned/m.5 166 / Zip Fax #: 5-3i .7 ` n' Addressed &x. �� / 9(9/3 City / St j ALL SINGLE- FAMILY RESIDENTIAL PERMIT APPLICATIONS MUST : SUBMITTED WITH THE FOLLOWING > DRAWINGS PREPARED .' A REGISTERED ARCHITECT OR P. JFESSIONAL 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/ SUBMI Copy of recorded Legal Description from King County ❑ Zr 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) ❑ ❑ King County Health Department approval for septic - 296 -4722 ,�/ Four (4) sets of working drawings, which include: ❑ EI Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ Foundation plan and details D cli Floor plan Roof plan ❑ ITV Building elevations (all views) El it 1 height ❑ NJ Building cross - section ri is/ ❑ he. Structural framing plans and details necessary to completely describe construction Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized, Agent If the applicant is other than the owner," registered architect/engineer, or contractor :licensed: by the State'of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit Will be required as part of this submittaL I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPERMIT.DOC 2/13/97 z ~ I w 6 00 (/) w J = H w 2 w I— zF. w� U � o I - U.1 I D 0 L 0 w� U = o ~ z L000- \21, ** JCITY OF. TUKWILA, WA Reprinted: 10/26/00 *A* IRONSM1T Number: P9000380 Amouvit: 55.44 P:tvment Method: CHECK Notation: PAUL GULLEIT Permit.No: D2000-122 Type: DEVPERM DEVEIOPMENT PERMIT . Tarcel No: 004200-0032 Site Address: 4253 S 148 ST ... _ . Total Fees: This Paymii:ht 55.44 Total ALL Pmts: ' 2,645.33 ; , Balance: .00 AccoUnt Code • Description Amount 000P322..100 BUILDING - RES 33.60 .• 000/345.830 PLAN CHECK - RES 21.84 1 0:57 TRONSMIT 10/26/0() 10:56 Init: TLR 17 10/30 9719 TOTAL 55.44 p.; ; • • : `p*,1 ••`', I ,, OF tOKWILA. WA 114045MIT Numbsr: P9800317 limt Pitvment 'Method: CASH NotEition: UlEtif rhis P::i.ymetrit • Acto Cod 000/3 .22. tI00 1 • • • • PA's • • • •. •• •- r:ormit Mo4:1;700,...:M7..) Typo: No 004200-0032 Bite Addross: 4233 9 148 SI 1PAPPUT A+AkItA.AA.*AA**.A4*N44.k70.!:.4A 47.00 08/07/00 0.9':44 6RABAVI • In : ULH DEVPEItM DEVELOPMFNT PE104IT ft) 1 r 0 r:4 E L 2„389,.89 47.00 . icJ,zd nLi. Prits: • 2, !..; a 9 . F.19 00 • **11.***4-AP-4.-4AAAPAtT%*41"..4. De1 Amount:. OHILOINO.TNIJETIOATtON 47.00 6609 08/07 9717 TOTAL 47.00 • . • • , . • " . . • Account Code 000/322.100 .000/34 ;. 530 000 /3.86.904 j 000/342 .400 1 412/342.400 1 000/322.100, 1 000/345.830 ► a Parcel Ala: 004200 -0032 Site Address: 4253 13 141 sr * * *A *A- 4:t•A• *hA* *A*A **A ** Crtsi or TUKWILA, WA 2. pY A •l: *Ak• : i* Ak *:t:4A* * *:l**•. *A**I **A 1'Rr' ►N5MIT Number-: R9800310 Amount: 1,605.75 0E /30/00 1 Payment Method: CHECK: Notation: PAUL GULLET } Init: 'CLI1 Permit No D2000.122 Type: DEVPEIfl'l IEYE1.OPMEN1 PERAIT :khk * *:k h;t•.1:'r:t h**k* *A*A* **:F*****• *Sk:1 A*** *•h Total Fees: 2,542.89 This Payment 1,605.75 Total ALL Huts: 2,542.89 11 Balance: .00 st* *•** ** ** ** * * AA**4 *sl* *4,**** ** 4 *3 * *** *•1.*** **3.***3 1c****4** * **4*•3 Description A►no+.rnl. BUILDING -- RES 1,441.75 PLAN CHECK •- 1!'CILrrr 20.00 5TP,1 E: BUILDING SURCHARGE 4.50 IUSP FEE -- U1ILITY 1 I>•ksP. ; E.E - STORM DRAIN 15.00 LAND ALTERING PERMIT FEE 72. LAND ALTERING PLAN CHECK 37.50 5583 07/03 1717 TOTAL 5615447 • %-AAAh*A.ikA.kAAAAhAAAAA.A AAAAAAA.A.AAAA*A*AAAAAhAAAAAAAAAANA4,AANAAA TV-. OF ,rti#,w31 - liNNSNIT A 7 * • * ir A A A A A. I; A A 4 : A. hAAAAA Jr A Is hAAAh TWORSt4It .Numb.Pr: P9U00272 AMout : C._ 0855 Paym 4c ?hod Mhod: CHECK Uotation: PAUL GULLEfT TLB • .• Permit Not B2000-122 Type: DEYPERM DEVEi.OPMFNT PERMIT p!. -Parcel Na : 004200-0032 To1 i7(?1!: 2.3M.19 'This •raym*nt 937.14 1 oti L.L. A Pmts: 937.14 Balance: 1,446.2'5 -. A *. A .* .* * 9 9 * 9. 4, * 4 Or A- A A * k A. A •7' .11 9: A * *AA*A t. 1.‘ A 9 9' A * A. A A A 4 * ! Account-Code Description Amount .000/345,..S30 PLAN CHECK - PE S 937.,14 Project: NI w r�vel0pr -- Type of Inspection: Craw Address: 4'9 .3= • . Jug 5'- . nnneI Date called: .y -:zs --of Special instructions:: •.'. -'' , : ' , . e: j ' 1 • Date Wanted: ' q UP " N p.m. Re ester: I Kell" Phone: 1- Iz5 - yq — eL/1/. INSPECTION REE Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 INSPECTION NO. + *.< Z W re W V 0 0 co co w J 2 u W O u- a O d Z F 0 ' W � U O '. O N 1- = W ' U u. ~O liw z 0 H O Z Project: Type of Inspection: Addre Date called: . / 9 /d, Special instructions: Date wanted: a.m. p.m. Requester: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 [1"t) INSPECTION RECOIQ. Retain a copy with permit D 2c2.k3 /z.2_ PERMIT NO. (206)431 -3670 El Corrections required prior to approval. COMMENTS: Vol Inspector: Au Date: 1 / ` 0 n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 9 A ,d Z w 6 U W W J = . �W W O H • U� 01— W w. U O ; t1 1 Z' N. O Z Project: 0 Pat.144 Type of Inspection: n � �� "'y � 'C �J Address: ,�/ S /�d !�l 5/ Date called: a 2L / 6 .I Special instructions: Date wanted: a.m. ( 1 / 3 ()J p.m. Requ te� 11 ,, Phone: g Li if h`l6 LC INSPECTION NO. INSPECTION RECOC Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 b PERMIT NO. (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: ie-71-44(f/a.ii r (-1713/6/ (P 1 1 RA)/ Inspector: Date: $47.00 REINSPE'CTION FEE REQUIRED. Prior to inspection, fee ust be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: �� t hP .1,i NJ tl }l V ;W sh• „xit.r.'s'r� s^.a.�.�c..: 'i,;,,.�f... ::us:;..,.xa� -• ^n �.xx:.rrca.:�.'r".�daaw:..�:b Yau;".ccfi�t�"?7Q.1� S7'$�.�,?:. t",� +,,,:.i.�'°' *. �l,.�a..,_... ....,. z W . qq � Jo 00 CO 0 W = CO O W g J, u. • 3 Z � I— O Z • uj 2 0 H W u' O . .. 0 z COMMENTS: Type of Inspection: PW Final Address: t /253 S l `/Sfh St Date called: ii' / ` 01 t, Special instructions: Date wanted: q - 0/ p n. Requester: 8 renf Phone:4 y/ij - .... L / /r h/ / ji 2b 7) A /fi ../g i -e t'o/ J a,� (A.\ G i C ? >( . I2 L " //9 w x71, l /r(, V n �.fA) / (/> 7:'0 1/1/14A . s t - i) e,w,filY-5, h.) ieApv. (- ecdd /4/.t (/ C 5 /?/ 1 __4., xte 7 ) hi ' e. . Project: I t /or fhwesf Development Type of Inspection: PW Final Address: t /253 S l `/Sfh St Date called: ii' / ` 01 t, Special instructions: Date wanted: q - 0/ p n. Requester: 8 renf Phone:4 y/ij - .... 5 ,0 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 El Approved per applicable codes. P INSPECTION RECORsi Retain a copy with permit D2000 -122 PERMIT NO. (206)431 -3670 El Corrections required prior to approval. Inspector: lV Date: yf El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 4klnsa; L+ YZts.1.2arer.4. ..k+kmY.i.r».' 1.f 5R:< 3 v: S is T`K irPl��i4A Cw . `t�� Project: ft 4hwesf _Development Type of Inspection: � F ij Date called: I / .' 3 -01 Address:42 5.3 S i, '7 gth 5 Special instructions: Date wanted:: 'J_Ur ra.m. 7' p.m. Requester: Brent Phone: 1 / 2 y -4 /4 /.. & Li t / / INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION REC Retain a,copy with permit D2 CIO o -12 PERMIT NO. (206)431 -3670 Approved per applicable codes. n Corrections required prior to approval. COMMENTS: 6 -per 47 Inspector: a kl Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ' x+ es. � "3tzi:+ob , `1���,;.�, ; .. Z ~ re 2 w . J U 0 0 W J I... CD O U. W = W Z H 0 Z Lu U 0 CO, W w I H ul Z U N 0 H O Z Project: NW ,,�Pomerrt Type of Inspection: b Address: yd.. 3 5 / ea S f Date called: � a 9 9 /0 l Special instructions: re ( 5/S/y 4-7/ (0 Date wanted: (a.m, 213 0/ 1 p.rn. Requester: .75hrn , Li 's - .c<AO Phone: INSPECTION NO. Inspector: INSPECTION REC Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 6v bP 000- /a PERMIT NO. (206)431 -3670 0 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: 5 cj � � �� -cf i.�lwt ,( 6414-4/1.64. -en. P ' d 0�1c9 Sr�lJ T/CGi'r.�afn �Prr.l. �, Vui Ads (73 � of Date: .3/ 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Z H w W 6 00 W W J F . W tl W g J. u- co = I- W Z �. 1— 0 . W F- p 0 D 1- = I— a. o H Ill o 0 t '" . Z COMMENTS: COY eft-A - Pry v\ Ak 4p +1 2. 1a) ,(k C \ --U kale- : cow fWgC " ✓1 ,7rok . a,) Vkv -y 'en ► h ('VQLv I .s act -. ) L cnrhfr- Co w G pprajvic'o rr Iv 3.) 1,LUS3 oUev Gy-H"1C a( €(:)..,s - co>M ap ro U io kt4p • 0 k_ 4`() {! v`k. t \94r�9P. 1 c c , a r - iS µ•� .�tav\rltr toort9r � ∎ err S rOf 1112 (YT C4'gw 1 , paC'e C t S no\4 'It,. / Ile 0 t s 111 ,r `` )UrQ o ' 'acP i�) ' Ac 4 r -co r vetii V w . CV S)61c -¢ s vA<,c),..c--\ k (:)y 5 c'atJ4e 04 Cie of L Project: Type of Inspection: Ad�lrC s L` G C ' P 3t Date called: L A - 18 - 01 Special instructions: ��_� hdi3/ Date wanted: ti - 19- 0 1 a.m` p.m. Requester: j� r Phone: 1 71 -2- - L i L ILI t ! ! (C) INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. INSPECTION RECC.) Retain a copy with permit PERMIT NO. (206)431 -36 Corrections required prior to approval. Inspector. r' Date: + -\ G \( n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • COMMENTS: 1 f/ "" r - L / s v er.Fi -1 f. .cf,t_ /1 f%Z�.r l( CPd1r./ _,4 d/6 C ? A: G, %& .`. � _ r' 6i j [� C A6 Ci 0 />-"' Special instructions: O cdiOA0 . , C61, 4-V?c , // , f / `x-'1 f fi /; 6, a e, ii,./4 0 f.).- ,o 44'7.27A . 5 r^ -m-ett4 0 `'i / 4°)9 / l,,, A /7!/r..r - `t..t _ . a►! 9�U /.' " I ,l , /4 7 CIr . /4) > /0101 / 1 61/, I/ v14P�/' 'AO p- e/`, .5f? 1`' . Project: - Type of Inspection:' ` / lI Address:` *-.2' S 1 L) Date called: 1- t 1 P- _ O Special instructions: Date wanted: 1 S `, �` O' a,m. Requester: Phon -S - 4 - 1 1-1- J-1 8 i to INSPECTION NO. INSPECTION REC Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 4. 1: PERMIT NO. 0 Approved per applicable codes. Corrections required prior to approval. Date: Q ,r4441-, n$ .00 REINSPEC ON FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: .o li13r` i. twe ats�a mize., .1.;.0 s 4;. a.,e.„?^a.0.0k.•ki: .S1.4 �' -•. :'.. Y a4iv te :S ruin ii':Y A li ,: �. .s: .>. ti•,i+:;�.:.iss`iwxlf.te.3 �L '.�6::' � z 1 W QQ � JU tD 0 W = H W LL I I— Ili Z = I— O Z � Lu W M p U D _- W W H II. U = O~ z Project: MNAG.4.30# (../. Type of Insp ction: 171)5 et- /b Address:, / 7 ,,,,,_ � t! Date called: Special instructions: Date wanted. y‘_/3--of a. . p.m Requester: Phone: INSPECTION NO. INSPECTION RECOI Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 0/2-2 PERMIT NO. Approved per applicable codes. 0 Corrections required prior to approval. i g COMMENTS: 3/ Date: ' , f ig )� 0 $47.00 REINSPECTIOK FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: gr-Ai ''!i 1 •`tl'A{4 i"?' 5teiilt2e"alai,:. =dSGn k4ti «Cs. Ci? :tt rRSazu arthrsS.zxe r:ns»mrkas�a ' �i ( ,. ' - ' Z Z ' . 00 W = F - u. W 0 gQ co d. = W Z F. F- O Z UJ �o 0 D H W W. I- — u. W Z U= O 1- Z Project: W. be ve. l4 : ,tn �" * T F.I'l { e •- RLbc-a N V Address: W ZS .S 1L�43 , 'S Date ailed: H to / UI Special instructions: • Ci,c' - rtioly.-) Date ante : � iiI bt a.m. (PM') Requester: Phone: _ 1 -12-5 - - 444 — L -1143 INSPECTION NO. INSPECTION RECO Retain a copy with per CITY OF TUKWILA BUILDING DIVISION .6300 Southcenter Blvd, #100, Tukwila, WA .28 D 2epp - I ZZ PERMIT NO. (206)431 -3 Approved per applicable codes. Corrections required prior to approval. COMMENTS: /4 ct/eitlie-cfs 5/ --2/a c a $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • i*Siz,G4Ad. 'r}:1w ;r'�CYs COMMENTS: Ty e.of Inspection: rx? ' t 1 . (5 Address: � S. 1 `f t s Date alled: 3 7 k\ Date w nted: 4 004.1 Special instructions: U J O n Ab ,A., 1.), '0\3\‘‘ v` i 5 1 I vk4 k r(T:f V t irrL - II\ S C4 't o,n. S 1 . Opel \)- i v\ Pc'l I a h F.e'P A- SS P 4S r a Project: ��W Oeve rr Ty e.of Inspection: rx? ' t 1 . (5 Address: � S. 1 `f t s Date alled: 3 7 k\ Date w nted: 4 004.1 Special instructions: U J O n Requ stet Phone: 2-5 cr(I INSPECTION NO. INSPECTION REC Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 • PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Date: 7.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: £ t u�r�; �� p� '^�i ".{;s{! �✓"�. er. ;'S, tt.a - r.x�.4 r ; } %! Project: yo / / ' 7 / /Y 't/ / ✓Q�t.�ilt� Type of Inspection: 6 46 Address: t `'f ? 3 + l Date called: Special instructions: Date want e�l , a.m. Requester: Phone: INSPECTION NO. INSPECTION REC Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 proved per applicable codes. 0 Corrections required prior to approval. COMMENTS: leYk Inspector: Date: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: i�4,`.:: ac. :.wZ•;:�- ^k.. ?tac3Y.�ss..,d fit` ih: a: :s^�.�`:.,�;::i:'t�':+li:.�,'.: .::"�_: � :.'im`e'.:xv "�i:a.::ij':_..,.; �4)' �u �" ie', �fi2' w''.' i.. a�:%: YvM :..����;5i:A1`,hY9:'.::it'::1 z w g tD0 rn o . J = H C0 W W O u < d W Z ~. I- 0 Z t— U �- O� . iL W W LLO 111 Z O ~' Z Project: iu 4.) -;, Type of Inspection: I i ..I.. hS ti I 0.-1101,\ Address: L a5 .; S 1 1 4 C1 Sl Date called: Special instructions: Date wanted: a.m. P.m. Requester: Phone: INSPECTION NO. \ INSPECTION REC Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 COMMENTS: Ins PERMIT NO. (206)431-3670 ra kpproved per applicable codes. Corrections,required prior to approval. ri $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: , ...-.A..aglamicanmustatA • .V z ii— z w 0 O 0 0 w W I W O =1 Ui IA- < — • a 0 Z 2 3 0 0 01-- W I - r u_ 8 z t - Cl) I. 0 • • Proe j ct: �� 1� Ue ve, to rn:i411+ 34- T e f Inspe +. ��Zocct it Date called: 1 ( 720/00 to-753 c 1 , l Special instructions: r +t -,\nc ∎ ( nrsvr n t nl F pC6St t Date wanted: i i,'!' �-t p.m. RAqqester: 5 � 1. c -t - + . (� t I ,, "6(r71 41 `-"t4 ^ 8 11Ul INSPECTION NO. INSPECTION RECOIL, _, Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 n Approved per applicable codes. Corrections required prior to approval. COMMENTS: A,S r S k u-e r nth r'O t pk- P. 0 IL +0 m U ilna , r S).UWPr - e s s Inspector {� s � } rtP Date: 11 I O 0 n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 2ST.i ' r . c* id'.. �. at .�,�.r.,��'5�it�sft,:..as.�..t u.- tZit7s: Mtkd Z W re 6 0 0 O W w J w u Q co =„ w z � �= O Z ~ uj o 0 CO 0- 0 1-- w O Z . U 0 H O Z PType N1,0 e Ve IC? Then +- of Inspection: t 0« Ii D\So ik1N'1 Address: Date called: 11 -r - c L -S3 S ILK 3-f- -- Special instructions: Date wanted: —DC.) 1 I4 mm. pm... nester: Phone: - `1 -- q L 1 Ito INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Q Approved per applicable codes. INSPECTION RECO Retain a copy with permit Prol. c • W Pt Vet OP/W T Type of Ind ection: el z5 Address: /4g Date called: Special instructions: THF g p Date wanted: a.m. p.m. Req s r: P one: INSPECTION NO. INSPECTION RECO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 Approved per applicable codes, n Corrections required prior to approval. COMMENTS: Insp r: /'7 Date: / a(.% 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: re w 6 UO (/) W = w • 0 2 = W . Z 1- 0 Z I— w w U 0 — D F-- w W H 0 . O ▪ Z = 0 I— Z COMMENTS: - 2 ,) T e of Inspection: ra- nG/ (. l owl Ptt VeAIr'LHTord T V4vt -`F1f_D eV (L.iat -, oC at, MT/.yAil.o,'- CO- . gvcar Sp instructions: OF A-LL1 t M-t*tf t/./vhi a t-I a-,4•1 t . tool R uester: r&1 # t /�,wr Low &x17 c) o ,je•sF s) f.: aro iaG F.' -- 5't -.4 Gc%91.6 Ai . I\ Cie- OF t`r 04r 5 E �_ j />) in L'f Air/ / C ,C! C - (ovo PLC j 7,iec i >d.,e p0CT A_74 /4 PGA S F 7760 ,z,/ 77"/r4 ( .4 if 01J5 Gi of S'yv/ I 771/g5 V /2& ,D• 4 _/> - a/ n s ,416 bv ,e...ei f..( Prp) jn ,` U p N Op/1401 T e of Inspection: ra- nG/ Address: 5 `Y S T c ate called: ,,( I C�C� Sp instructions: Date wanted: 40 7 p.m. R uester: r&1 # P /,,9s QIN _ 3 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 Approved per applicable codes. 1704(6 '7 Da747/e0 n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: i • ^' '� �a�uu.. �a�r:', sa<:. ciu�s2: aRic":.;.. ir8s ,::eix;li.li�failiG�i'd.sww.� - -'f «y. z 1 J U 00 • W I CO w u__ � Ili I- _ Z I. F— 0 W U� • O H W H- tL z Ul U = ~ z COMMENTS: lY* f \l . 46 .21...........................i.,....._ I 5 f7�f i r ��` rCirn 4 ( 2) i s ') Jmi.".. V.ol P 1 t s \ nt c'1th7.'wr.;�Y� (n 7 ) 13 ) t�) ;{,, 3.) 39 u a pp rQ G 5 r s ,rer u »�o Q i. r \o ` $ 'ecUv u),11 04 V '�Pr �h /o 5. 4, �s f 100-N-1-\ ups- 1ca�rs 664-143.,5 664-143.,5 cf Xioar G.) i't -e 2-Ls 0 come 6 f ' 6, W Iii j s - 1) G4-I GC'r�SS4'S tv gGIrac, P.rojec lNA - velf) f of: Type of Inspection: F"g y Address: c F • Wk . ` Date called: I0'.2'"1- ( Date wanted: to— 27' 00 ( p.m. Special instructions: quester: INSPECTION NO. /,;, r !. INSPECTION RECO Retain a copy with permit 0 Approved per applicable codes. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 D2a:)0 122 PERMIT NO. Corrections required prior to approval. Inspector ` a"` " I� "3? Date: 0_36_ a o $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: i �i } �:!c�Ia73sny5: C�;atxuurrkr ;c; >,M`r.;ykur 3�i,:�ni z W et 6 00 co w� u W w g = F =. z � Z O W W 0 � 0 - . 0 1— W I - LL W z - I 0 z COMMENTS: Not y J P GO% � f r Y»' "�' rt', I)Irec/I O'\ CC t71 �irokta 2- .) /0,,,,,-. - 1 1,ArVeC ay.), rIA\ re t i; rrel . 3) Su,P -Pp 1 Y∎ -\eu { 10r - LA.) .? h v,n 5 "1" 1 6 VIC c r S C4 UuJN S 61 . �h, 01)P ` {.1 - � c ` Pv ■ -Pv S. -‘‘\\ 00\ Jn t 5t: v\ctar 11 h. R C I' UIPv4 VA, 6n - Qr)r I)avhic/f C - P 1 I i ,eNe ' t IfN ∎,-� r■ r re* ` ) . R.-P ■ � rwe r t r \ � ' ()1St" Vnr } /�O1 J `'r o`\ ' vn)C 0\-1er 4 4 hndvI r(1(1141 q-) 0 ) 6 I -,0 C A r \) (A r o v s 19crA I Lm 9.) trn,i;r p -Voss \G \ 61 . AQsta1 Project: N W N'VP t c -- MTh + Type of Inspection: r`o'c( fn ■1'1 C1 Address: 49 •3 a Jyg L5/ Date called: --/ 1c - 2 o -oO Special instructions: Date wanted: It) -231,- CO p.m. Re ester: Phone: lc-- guy - W'-1) INSPECTION RECO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION U INSPECTION NO. 6300 Southcenter Blvd, #100, Tukwila, WA 9818 0 Approved per applicable codes. t 2bn -12. PERMIT NO. (206)431 -36 Corrections required prior to approval. Inspectors ° O 0 Datet ^` n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: >. tZi 6Ea ...s,.. •. tx...Z �&..L�r 1vLL. - - -••o-�wss',':.aUtSAII:Let.6a tili '.`:;mai i 4.0.4'2_ v't ' Q Z Q w re 2 6 U 0 0 (/) o. -I = W O g d = w Z 1- °. w 0 o O -- 0 1— W W 0 O .z rn 0 z COMMENTS: ++ ` )0.) wm Q 4 ce 1 "Q V f c) I' .0 k r� - �APY p ' b9 -. \ - uJ V\ - 00r S � p w tJ 1�� c�lv� f�e�e `irr� �l�G 't I 'Av 1v� vAct.S�e r.C'1 v'txJw1 P ' ..) M ') er �\Gvv\t�y YY)O -? 1�f epics/-e F . r±___40 1 ` `� e 1 '� d-� ' 1 rC� U)G.L) ��t t T � �� p ri t � ac P CA rc 1 -P r •s\ r rl ? r ' t'; `` S .?> Y1o,'1 \ "b \c c \i S 't'() t1 `4k 144 (om lPcc (5 inG k.dA it, A-,L ) A.4,444-0 , i 0 brr46-6 /0/55 }5) I N S T 3=7 i r. rah r c i 4v ~ - k \ \ ■644I) 611.'5 Project: A) 1 Type of Insp tion: Address: 1 -0-S 7 , S 1 SA- Date called: Special instructions: Date wanted: a.m. p.m. Requester: Phone: INSPECTION NO. INSPECTION RECO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ' (206)431 -36 El Approved per applicable codes. Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: a fr Sa o - )■ PERMIT NO. COMMENTS: 1 i Arc \Ur \xIS\ s hP (*<< N\Ui, a 11 d WeAON 1 ►`\ C e Ol 1 ) S!? ) ' \rs� it O,v\chor 61-t c,viikivi ix t vn∎U C \ S i t\ f v\ S P. S () C'aC °Ss CA (),Jb1P nini■! r' \r‘ c l r a Yr 4-P O v e r . 'V\ 'c^y & WI 1c .- tl h,„\--k- ---\-0 i 4 v�ev' .5 i 0, , , 40,r c Cr a C V' aa-e _ st Is.) �■c \' Qnchrir � l.s 1h CY'ruw) Saac Date wanted: Project: }} 0 AA �pUe'4 t�n Type of Inspec i : . YG vr'11 v1y Address: S3 S1) g Si Date called: / Special instructions: Date wanted: a.m. p.m. Requester: Phone: CITY OF TUKWILA BUILDING DIVISION .r ) O INSPECTION REC �-/ Retain a copy with permit INSPECTION NO. 3 c , 6300 Southcenter Blvd, #100, Tukwila, WA 98188,.y.. 1 )20 v- la PERMIT NO. (206)431 - 36 70; ; Approved per applicable codes. Corrections required prior to approval. Inspector ��z e\ 74 n XrU Date: 1 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, Me must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule,reinspection. Receipt No: Date: Y �Y.•' i •.t rt •�. - •• CKi 1tMS ,t , 1 •> }•Y 1•I�li:Sf.rL:.iimW.rMW 69i�aisz:��::i( 511;«:sw:'citw:.x,:: tin.: :..L'.. ..::�r1 • . • w ::i% ,_ ^ .,s•..:».. - ,1.:.? , .: ••.w.:.T " . `' • z l w QQ Y � . J O 00 U) O � (0 LL w 2 se a = W F' z � Zo 0 p 0 F— LU W ' F Lll Z UN 0 1 0 z Project: , , ` �. o Type of Inspec�tior A ass S / q 1 ) _ Date called: / Special instructions: Date want : p.m. Request % © Phone: INSPECTION NO. INSPECTION RECOO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. 0 Corrections required prior to approval: COMMENTS: 1/110 4( ,vc ,s. r. 7 r u,r-.t el) . , - 5 a Cix I7Le 4-ALerlA s ea.( A rx . . Inspector: ,v Date: 1.//e9-..) 0 $47.00 REINSPECTION FEE REQUIRED. cigr to inspection, fee must be paid at 6300 Southcenter Blvd., .Suite - 400:" s hedule reinspection. Receipt No: Date: • 2 fL W • re 62. 0 to 0 • W W • O g Q = • a f..W Z � Z0 w uj U •0 - 0 1 ELI W U. 8. lij U �. 1= Z COMMENTS: 0 7V /2 C04 - "e • 4. c_rc) - 6./c,7 - 251:› /9.-Af -c 7 --- . ' 777 perxPcs (3 72 ,a7) C 250-A 19LI . " ) L4 e3e7L/gfe§2>e 5 /fiee, ,o2 3 —/eck:=4 A_Oel ( e - / AA Special instructions: (79 "r CO ell a.m. Crftr 4 ,e6itAg-A76 ,(0 Phone: •• Project: „ De\je 1(1, n. .. k. .. 1 Type of Inspection: - r-- 1 Address: Ha,..s 3 5 " ) L4 5.4_ Date called: (' I - ag -- 0 Special instructions: Date wanted: a.m. Crftr Requester: , Phone: •• 14PECTION NO. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved:perapplicable codes. INSPECTION RECOR Retain a copy with permit Ei $47.00 REINSPECTION FEE REQUIRED. Prior to inspec(ion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspe • Dat 9 7 e5 r : Receipt No: Date: Mstlow , - • trt.,4a PERMIT NO. (206)431-3670 orrections required prior to approval. z z If re 00 WI co 0 co w W 2 g u. z - a 1- ILI X Z 0 Z Ili 0 IDI- Ui uj (.) I I 0 tii z ( I ) i= o COMMENTS: /- �., - / '40 0 PA 2 s ✓ /S.S- iL.F , 5514 eive-,--,. Address: (48 0 CS/ 6 4 ,3 7),(1)./ fi-e ,eS /(40T (' 57 4 i,tCS /mac 4 10 5 / , lb b,1 c1 /L, a7" (Gt' . Tim Phone: ,- A Pro'ec : /L.J PEVe� —/i TTVpe of Inspection: k.. - 7e, 565eA Address: (48 Date called: Special instructions: Date wa to : .fo f19O a.m. p.m. Reque Phone: INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 Approved per applicable codes. l/_] Corrections required prior to approval. 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • F . a.: ir�iis.: :a.:t3..w:.:u`. -. o: - .4 z ~ w ix 3 � 0 N 0 W w I 0 U. W 2 j . N � Z Z0 U � O 1— WW O t ..z . U I o z Pr 'e / "' A (A' Y TYP Inspection: Mci 41V63-5 148# Date called: Special instructions: Date wel Req e T Phone: ` INSPECTION NO. INSPECTION RECO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1 k5'I/ t flF_ �,c..,ArC -s l At�.442S A -PA2 i - e 1O - (per Ox_f l � F.1 7TH 2,4 ac, Pu4i -- C)∎)14f/a ikik NL •C.fG . • Ins 7 Date 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: i.8: ��w,,,_.._'�,,,^ Mc;t'� :r '° �ds.�.,; �a..��`,.�:K:� •'m�':L.:y,, .,.,.,.� ;% s: u. S. -• '2s.:.:�1 :l; u :u «;fnr+acw.a...leibu:'�.,,:... Z ~w re 00 co WH w 2 u-j -x I- w Z � I— O Z 2 o O - w —O w Z . U= O ~ Z COMMENTS: , iebt/e~ '44:15 Xl or "e2. ,. "447 - - l Ll' Geoi 23 \\ ,� '' c, 1 c.,t,.4 - ,! . -4e .- P 7 'a : f y.- tvd.0 Address: ph iani 0 SD nitro~ ,go as cQ /3,4cg. 6-i ic- �,• ..— '44 7. , tf'O7C ,e-tV--i) Date wa • . .+. .. ...' elr I/ • A s Pro'e� ct: e _ Type of Ins o e � cti g o• ,/� Address: S 143 Date called: Special instructions: Date wa • . .+. .. ...' elr I/ • 7/ p.m. Requtu Phone: INSPECTION RECO Retain a copy with permit INSPECTION NO. • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ' 2000 -122- (206)431 -367 tP ERMIT NO. Approved per applicable codes. orrections required prior to approval. Inspeyt6r, Data 4 /f $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: �(* .:i .q. t. 'y,,� ♦�.v ,/ Cn p4e.. c� r �"' 1".'' � t - 3�ft:r.+��'i ti, °iw i' �al k3�i.: tRS►. e° Y: iA. Y���uti3 `.7..�afi�L'�'l t � � 4•• z � • Z re 6 U O 0 CO 0 W = J I— WW W 0 N = a . � W Z I- Z W • ° 1- . = U LL O Z UN 1= _ Of .. Z Project: Lo- Ar; WCYllitLe_S+ T x , w Icroli- Type of Inspection: Fc:0 n r c( 1 n-S o cix,„ 5 1,....\ 1 si _ Date_cte c ..,... Special instructions: Date wanted: ....- .m. Requester: —. Oh () — 5 ubc c ntk-i c, Cto Phone: 2cCc. -1 5 1 C- — •c- '' z z Iii ce - 0 00 to co w !.1 • 0 2 ?. g 5 u_ a 1— Ili Z 0 Z ILI uj 2 n 0 0 '— ILI I a - n u- 5 z O co. 0 1— z COMMENTS: �/� �.� ( -+H G'� /f7 7; rnilr'1 Se-.6 1 i6 /i/ /. S' c,f,/ ' T c72-4(4r0 T e."1 -S T 7 ..4C &) /(Al ' PPoS7 ,1S.g'5 ? (J).&6 -6 ( ,O/? 5 Date wanted: l — OL c: 70 pr°11./4_ /.-L/ '.i. A..00 t ,rL -1O77 : C/it:fZ2 .e _ i".</\ 4 — &'4 1 c v/'e 1 .4e( 70 _D� ..4T2-/r, a- .ems. cr.,,,, 4 /74' , 6aG7S s TE"` _f r 0 . W � P 1�°-t (ZY it ' a o c J - 'tc� rnilr'1 Add Address: . t4 S t called: M Special instructions: Date wanted: l — OL t a.m. Requester: ' Phone: op INSPECTION RECO Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Southcenter Blvd, #100, Tukwila, WA 98188 iv.1 .(206)431 -3670 Approved per applicable codes. orrections required prior to approval. Ins•' •- / Dat 7 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • }� Z W 00 O W = J f- w 0 u_ Q CO �. = d I— al Z � Z� uj 2 U � O 9- o1.- = W I- u. O z 052 0 H O z COMMENTS: , • iiifere/i /U67 • t 57-x-,91 /C/07' '‘.--7 7? 47 / i o(( ., 7.P= 4),( roix, f oe,6_, 77— c ,fe," • OT 00L7C ,ate wanted: 4ir 9 OD a.m. 1 24t 60/-et-W "_/i-by g.,ce-,7-(7 /-•- Pt L A L VA ' 1 (0 ,/,., ") Project: I N xi.) De kit,to 'nne_,11-t- Tvi of Inspection: Q )Maio- FCrikVIC Add ress rss 5 144 si _ Date called: Special instructions: ... ,ate wanted: 4ir 9 OD a.m. Requester: Bre-A" alp Pt L A L VA ' 1 (0 INSPECTIO 0. INSPECTION RECO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 El Approved per applicable codes. . ections required prior to approval. Ins tor: Da.5 e9e) 47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid . at 300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: PERMIT NO. (206)431-3670 Z W —1 C.) 00 CO W WI CO L. w 0 2 u. W I a I— Ili Z I— 0 Z LU 2 D C.) O ( -2 • 1- tu • ) U. 5 I li 2 o o 1- z Project: / i GO D W LC() pMF_,fr Type of Inspection: P, ,��rg oT),U(j Address: S f4s , Date calle : Specia instructions: PAVIA o 11 Date w / r 2 J 40 a.m. P.m. Phone: 1' INSPECTION NO. INSPECTION RECO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION PERMIT NO. 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. D Z oo - '2 COMMENTS: I $47.00 REINSPECTION FEE REQ IRED. Prior to inspectio , fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: YMSi�uti.'`9'JF , orrections required prior to approval. Z Q W 6 00 W J I- W 0 . u-_ d ILI Z � I-0 Z H 0 0 N ` � w 0 O w Z U= O ~ Z ' P,roject: Y I• k) . --� I ;/� ' Ve? )rytki.G1'l. Type of Inspection: -4 1'V -A '> - -7 21 Date called: O A LI2 c._.. / 1. -/ ' -��!'• Special instructions: s Rate w�,me : .m. -/Li , - 0 0 p.m. R nester: Phone: yes - 1 1 4 / 1- 1 - 8y/ 4 , INSPECTION RECO13' Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 pproved per applicable codes. Corrections required prior to approval. COMMENTS: i a ?,/ F ir $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • 'w _ _ _ ..•y' ^� +� [HroC:'s'Vs..' r. '=c r t %^ -t •r 4 i._ .,-F a ::..�.� Z I Z tY W 00 ui J � w 2 g Q z v I— W Z � I— O Z I 0 ON . 0 I— W W '. � U W 0. — O W Z U N_ H O Z : FINALAPP.FRM Project Name !f:ie �r ui S % /�6, ve /c.. ,.r1 e N� Of y2 y /' Address es 5.:3 :1 ' > q ` s T • Retain current inspection schedule Needs shift inspection Approved without correction notice Y Approved with correction notice issued Sprinklers: Fire Alarm: Hood &Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature •-i k,;yy` : sv � �{`H{r�'ifti•:d ;'Y. 1/�1./nI"k`tir4y,i •'i • City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM John W. Rants, Mayor /),00 i/ V Permit No . /) . ' l . ;" Thomas P. Keefe, Fire Chief C _.. f� t 7iE T A/G /-/ n,r» g ie / 4-I1 j v fln /- A-- i 2 ciarv>> T.F.D. Form F.P. 85 Suite # 3 ate Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575 1 z ~ w 0 0 W = H ( w w gj I d I ►- _ z F . I- 0 z I- w w 0 O ( 12 0 I- wW w UN F-= O z MITCHELL ENGINEERING INC. Laes4 fee 97 44:4- 2..4,9414.,0,41 *441.-1ce, Fg-t7J:r tAil a Tor reofr‘ 12. 1&•ort. CITY OF TUKWILA - I APPROVED - I S C • 0 r t i b a l 2 4 0 4 / 1 7 . 2 JUN 29 2000 0 -tir2 AS NOfED 01.711.DiNG DIVOION aAiri rbawse 6 I i» -1-142;4PA G / 211FLP 2 2:0 tag?. 1,21rtr= PREPARED BY DATE D,L • - • _ • - ■ • _ • - - • - SUBJECT gr.p. -,44pc2ijes; — I — 4 ',4,5:40.2. 4%2 J. OA - kze 4 14Pai- 4p7L. -22 'A 24Api _ 7 t 4v. 2 FP.4)-1 60909&)- PROJECT qr c-41- • . RECEIVED . CITY OF TUKWILA APR 27 2000 JOB NO. 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 SHEET NO. OF '181112 . .PraJg11.h1==== f VT,Arm NI.MINVY*040.1 z z • re LI 6D. U 0 0 (1) co w Liii -J CO IL. uj 0: g Q . n • 0. I- la g. I- 0: Z 0 UJLU I- 2 a o. r -. ,z r.5(0• 1- ; 0 /— z )(540)04eS ciPP . #Eocire t�Tw• ItiAlls aQ (A/eA r 70 �'i4a1 `? NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. L F ty CV€ w z o _� N m z .. o71 0 II m m = 1 v -o 0c mm z o -+ i z c 0 m I u m i v N o 0 0 c z-+ z ■ MITCHELL ENGINEERING INC. C092 14P . 2 l 742 "11 1 Tom" , 41/ =2c /I1 --f55 ai= 2 Z/.•6 / 17 = E5 AA.L ?lett — 4 Ar 2 l ^ 2CO5= i Ai PREPARED BY DATE "' 2- . -t- . 1;0/.4 0 fea r. 3 /2+ = 14-4.,t 0-5 7 leoe 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 1 •A PROJECT ! SHEET NO OF � Q - 0 SUBJECT 12,4 CG -f0 IV/ JOB NO. 17 Z Pfersi[t m+ irMCI'rttol sr. ie�r.w.,rrrr,�n ,..�..a....n, �tw�*ra� • +14- "!v4twomYgL°$ z F- re Lu 6 U co U UJ J '; C � W O 2 = _. F O Z LU uj F- U� 0 WW. U ' w z U =. 0 F- z UMW MITCHELL ENGINEERING INC. PREPARED BY DATE ig Th - +1 �- • ' _ �1 io s R -� ►� �� �' - '= 24 - -+ G G� ,[... OI`t :" ! 2 �/S ` 2 ^ f�-� D 1 I ' t 1 r . _. ! i z r f r - n— ` . PROJECT SUBJECT s• NW � W—a44 , C490`181 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 i I __ ! . SHEET NO. - OF JOB NO. 9 E 172 01-4B 02 -7 132-4 02-41 P1-6 P1 1 -3 P1 -2 P2-6 P2-4 P2 P2 -2 Nail Size 6d 6d 10d 10d 10d 10d 10d 10d 10d 10d Nail S rtn SHEAR WALL SCHEDULE Top /Btm. Blocking • , Plate Plate Hem -Fir #2 Ed . es Studs Plate Req•s. Anchors Nailing 3 :' /Ft 7" - 7" 7" No , 518 "e 9 48" 16d Q 16" O.C. . 100 4" 4" 4' ' • • No 5 /8 "0.@ 48" 16d e.12' o.c. 125 4" 4" 4" Yes ' 5 /8 "e @ 48" 16d e_10" 150 7" 7" 7" No 5 /8 "e @ 48" ' 16d @ 8" 4" 4" 4" No 5 /8 "e @ 48" 16d a 6" 4" 4" 4" Yes 5 /8 "e @ 48" 16d a 5" 6" 12" 6" Yes 5 /8 "e @ 32" (2) 16d @ 10" 4" 12" 4" Yes 5 /8 "e @ 24" _12) 16d @ 7" 3" 12" 3" Yes 5 /8 "e 9 24" (2) 16d @ 5" 2" 12" 2" Yes 3 /4 "e @ 24" (3) 16d @ 5" 6" 12" 6" Yes 5 /8 "e 9 24" (2) 16d @ 5" 4" 12" 4" Yes 3/4 "e @ 24" (3) 16d @ 5" 3" . 12" 3" Yes 3 /4 "e @ 20" (4) 16d @ 5" 12" 2" Yes 3/4 "e ', 16" 4 16d rr. 4 250 300 254 377 492 631 508 754 984 1262 Doug -Fir n CFI 106 • 125 150 200 250 J1 460 600 . 620 920 1200 1540 Shear W 1 Notes: 6-5 - 2 t e Co {p2 6 - 3 * e2 -2 (NA Its I. 01- Gypsum wallboard one side. Ifil lief �x •; T (U - Gypsum wallboard two sides. P1 - 1/2' Plywood or A.P.A. rated sheathing one side. ' P2 - 1/2" Plywood or A.P.A. rated sheathing two sides. 2. For 2" o.c. or 3" o.c. nailing use 3x studs. 3. flails soli be lOd common. 4. Where plywood is 2 sides of wall, joints shall fall on separate studs each side. 5. AN panel edges backed with 2 -inch nominal or•wider framing unless noted otherewise. Install panels either horizontally or venially for plywocA or A.P.A. rated sheathing, gypsum shear walls shall be installed with the sheets rurming horizontally. Space nails @ 12 inches on ceder O intermediate supports. „........... .. .r-c ..n••..a .. ;«.x.pr.'tr: ^:Cr3'.4. h?.nwrvn,.«vC • .i MITCHELL ENGINEERING INC. • PREPARED BY PROJECT DATE SUBJECT snit np kr+ 4[ 'b, eremr•Qmo i ear»s ikrms wrmwesw ?- Rrr mmr ,-0,04 mximrprpN 471- _ 7821 - 168th Ave Redmond, WA (425) 747 z 1Z . SS W 1U 00 co W W u . W O I I W O N ; o — W W U W O ui = O Z P MITCHELL ENGINEERING INC. To 1 Q sic) E K all Ail. w4 A-o.a DATE ..v ee+ 4vpatAs-411i..141 ft ialA a 4'0� 4419 FA rile-7 4 r Vey .-rb VP ft% , As afs I� A c e 51'wi s,. 2 ij 7821 - 168th Av Redmond, WA ! 206.747 r t-r �a Fir ie oQ 2x40 4 Q 2 x a�� f SUBJECT JOB NO. ra11401NO !s! Tae!? ∎7 err cony ,.,ro s Yet...51 rfa aS V.VATI RMP ? N`, rout(• PREPARED BY PROJECT SHEET NO OF • MITCHELL ENGINEERING INC. 2x4 TOP PLATE - EXTEND HEADER OVER WALL -\. NAIL SHEATHING TO HEADER • 3" oz EA. DIRECTION - APA RATED SHEATH -LING Fi.ke teu4 'REPARED BY PROJECT • .. :: (2) 2x STUDS W/2 ROWS NAILING 8" CONCRETE STEMUJALL (2) "4 CONTINUOUS FOOTING W/ (3) *4 MINIMUM LATERAL RESTRAINT PANEL SHEET NO. , ATE SUBJECT JOB NO. 7821- 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 OF_ z Z : 6 U U O; U (0 w .J CO w IL U = U; • O u .1 Z. 1 : O z MITCHELL ENGINEERING INC. 7821 - 168th Ave. N. Redmond, WA 980: (425) 747-15( • PREPARED BY PROJECT SHEET NO. OF -- DATE SUBJECT JOB NO. orentrArmitetwo.419n09.4-,,m ,,,,, ... , ;-6 , 1 , m , -mr , 7FAvvwpowonient , owtwormmirl.!insorkwimtverovvavimmAl 7 Et LI c9 c) U)0 L -9 F al 0 2 g IL a I- al Z 1-0 Z IJJ uj Dc 2 D u to W . I 0 U. 5 z Ld co - 0 -- 92-4 02-48 P1-6 10d 6" 12 P1-4 10d 4 P1 -3 10d 3" Pi -2 1Od 2 P2-6 10d 6 P2-4 10d 4 10d 3 10d 1 2" P2 •. P2 -2 4" 4" Yes 12" .3" Yes 12" 2" Yes 12" 6" Yes 12" 3" Yes 12" 2" Yes �1a °t: P,W 11 re,r1rr91 . 4S.,,,.,..V5iNi] 'MT"' falera.n:rv+r y.«+..oy • SHEAR WALL SCHEDULE Nail S zin %Al Nail Top /Btm. Blocking , , Mate Size Ed es Studs • Mate , Req.�ii. Anchors 01 -7 6d 7" 7" • 7" No , 5/8 "0 48 01 ••4 6d 4" 4" 4° No 5/8"04 48" 01-40 6d 4" 4" 4" Yes • 5/8 "e @ 48" 02 -7 6d 7" 7" 7" No 5/8 "0 48" " 4" 4" No 5/8 "0 CO 48" Yes 12" 4" Yes 3/4 "0 5/8 "0 48" 5/8 "0 32" 5/8 "0 24" 3/4 "0 24 5/8 "0 ?' 24 Plate Nailin 16d 16" o.c. 16d r•12 o.c. Hem -Fir /2 ►'�Ft 100 125 16d CL1O" ? 150 150 I6d '' 8" 2CC. 200 16d @ 6" 250 250 16d a 5" 300 : 2 16d 10" 254 310 377 460 492 600 631 ;70 508 620 24" 3 16d 5" 754 3/4 "0 @ 20" (4) 16d @ 5" 984 3/4 "0 @ 16" (4) 16d 4" 1262 • 3M.ar Wall rota: rj-3 1 11.2 I . e2 -G0 )1 = 6-$ 1 - 2 INA Its I. _ 01 - Oyp.um wallboard one side. Ilad Sx rt•Aris - Oypesen wallboard two tides. PI - 1/2" Plywood or A.P.A. rated sheathing one side. P2 - 1/2" P9ywood or A.P.A. rated sheathing two sides. 2. For r o.c. or 3" o.c. nailing use 3x studs. 3. IMF im be 10d common. 4. Where plywood is 2 sides of wall, joints shall fall on separate studs each side. 5. AN peed edges backed with 2 -inch nominal or.wider framing unless note' otherewise. Install panels either horizontally or vertiO.1y for plywocA or A.P.A. rated sheathing, gypsum shear walls shall be installed with the sheets running horizontally. Space nails @ 12 i,rhes on a • intermediate supports. • Doug -Fir A IVO #/ l 125 920 1200 1540 z ~ W Q � J O 0 0 co I u.a = • a 1- w z � '-0 z I- • Ill w • 0 O -U ' 0 f- w W z — I z 0 -s, a u) galvanized bolts , 11 ims ►v ° notched ►m• grade board \� 2 "x 2 " notches A • ° • . n 18 "O.C. 2" x12 .2 °I pressure ✓% �j N'/ • treated grade 5 board 1' -0 1' -0 4" x 4' support post filter fabric *15% max for flow control /water quality treatment in rural areas. 1998 Surface Water Design Manual FIGURE 4.2.2.0 FLOW DISPERSAL TRENCH 1' -0 mm min a ° v clean out wye from pipe PLAN NTS pipe O.D. 1' -0 pipe O.D. SECTION A -A NTS end cap or plug clean out wye from pipe 4" or 6" perforated pipe laid flat/level type I CB w /solid cover (locking) A influent pipe (max design flow _< 0.5 CFS per trench) • 4" or 6" perforated pipe laid flat clean (5 5% fines) 1 - 3 /4 " washed rock 4 -31 4.2.2 OUTFALL SYSTEMS flow to second dispersal trench if necessary flow to other branching CB's as necessary M 2" grade board notches NOTES: 18" O.C. - k-- 2" type I CB w /solid cover 2" 1.This trench shall be constructed so as to prevent point discharge and/or erosion. 2. Trenches may be placed no closer than 50 feet to one another. (100 feet along flowline) 3. Trench and grade board must be level. Align to follow contours of site. 4. Support post spacing as required by soil conditions to ensure grade board remains level. Dz000d-- IZ 2. le -09 9/1/98 Small Site Drainage Requirements �- _—'^. rmcuHnrr^* n.+!. �•. �+ r.+ �m,^« rr'+ tsi3 'M�.'.."icCt;m.,f.?!s�if',k� °R: C.2.4.2 DISPERSION OF CONCENTRATED FLOWS THROUGH VEGETATION Concentrated flow dispersion can also be used with steep driveways ( >15% slope). Figure C.2.G (p. C- 21) shows two possible ways of spreading flows from steep driveways. Note: Dispersion for driveways will generally only be effective for proposed single family residences on large lots and in rural short plats; lots proposed by short plats in urban zoning will generally be too small to provide effective dispersion of driveway runoff Typical Uses: Steep rural driveways ( >15% slope),.and any situation where concentrated flows can be dispersed through vegetation Design Specifications The following conditions must be met to use dispersion of concentrated flows through vegetation: • A vegetated flowpath of at least 50 feet, as illustrated in Figure C.2.G (p. C -21) must be maintained between the discharge point and any property line, structure, steep slope, stream, lake, wetland, lake or other impervious surface. Sensitive area buffers may count toward flowpath lengths. • A maximum of 700 square feet of impervious area may drain to each dispersion BMP. • A pad of crushed rock (2 feet wide by 3 feet long by 6 inches deep) shall be placed at each discharge point. • No erosion or flooding of downstream properties may result. • Runoff discharged towards landslide hazard areas must be evaluated by a geotechnical engineer or qualified geologist. The discharge point may not be placed on or above slopes greater than 20% or above erosion hazard areas without evaluation by a geotechnical engineer or qualified geologist and DDES approval. • For sites with septic systems, the discharge point must be downgradient of the drainfield primary and reserve areas. This requirement can be waived by DDES permit review staff if site topography clearly prohibits flows from intersecting the drainfield. See Reference B for a summary of SKCDPH onsite sewage system requirements. C.2.4.3 DISPERSION TRENCHES Where dispersion of concentrated flows through 50 feet of vegetation is not feasible, such as on a small or highly constrained site, a dispersion trench may be used to "unconcentrate" flows. Dispersion trenches provide some storage for runoff, promote infiltration, and spread concentrated flows so that a shorter vegetated path length can be used at the trench outlet. This BMP is more expensive than the simple dispersion systems described above, and must be carefully constructed to be effective. Typical Uses: Roof downspouts, steep driveways, or any situation where flows are concentrated but where dispersion through vegetation (previous section) is not feasible. Design Specifications Figure C.2.F (p. C -20) provides details for dispersion trenches. In addition, the following requirements must be met: • A vegetated flowpath of at least 25 feet in length must be maintained between the outlet of the trench and any property line, structure, stream, wetland, or impervious surface. A vegetated flowpath of at least 50 feet in length must be maintained between the outlet of the trench and any steep slope. Sensitive area buffers may count towards flowpath lengths. • Each trench can serve up to 700 square feet of impervious area. For larger impervious areas, Figure 4.2.2.0 in the Surface Water Design Manual includes design details for a flow dispersal trench which can be installed on small sites at a ratio of 10 feet of trench per 700 square feet of impervious area. • A setback of at least 5 feet must be maintained between any edge of the trench and any structure or property line. Z 12 z0, 0 .' u C47 n7Y1f.'hc!II • C.2.4— DISPERSION BMPS • z w 00 to o J H U) u_ w 0 coD �Q = �w z Z0 Lu U O D 0 H- w u. O ..z U= O z City of Tukwila 6200 Southcenter Boulevard • Tukwila, Washington 98188 This document shall constitute an understanding and agreement between the City Of Tukwila and Northwest Development of Seattle, Inc. regarding issuance of a building permit for construction of three single - family residences at 4249 South 148t 4253 South 148t and 4257 South 148t Tukwila, WA. The parties agree that issuance of permits for construction at the referenced locations prior to finalization of an agreement requiring re- dedication of an easement if the street is opened as a through street, shall allow Northwest Development of Seattle, Inc. to proceed only to the phase of foundation inspection until the aforesaid agreement has been finalized. This agreement does not release Northwest Development of Seattle, Inc. from completing all other Permit Conditions identified as part of the Building Permit. Northwest Development of Seattle enters into this arrangement freely, agrees to all conditions and waives any redress concerning its application. Dated this 29 day of , 2000 or the City Of Tuk ila CF: City Attorney Public Works Department Permit Center A G R E E M E N T Phone: (206) 433 -1800 • City Hall Fax: (206) 433 -1833 west Development Of'attle . % Steven M Mullet, Mayor NO MANUFACTURER FRAME MATERIAL MODEL # SIZE U -VALUE AREA S.F. ...501440i i ' It U bU y / S/ ` � ` Ti 1.A e r v�r f'i�, - S a� ; 0 $� a IN t It ( Y ) _3 6 { S OE) t k Lk it .r SD • ` 1 g S° 1 << < << J a �') Y g S l t < << (< a° 3 y s?) G z4 , L( `( s-ro 3 ec ti a it 1 ° 7 a `f 5 TOTAL GLAZING AREA Co CITY C TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 WASHINGTON STATE ENERGY CODE RESIDENTIAL COMPLIANCE FORM PRESCRIPTIVE APPROACH 1. HEAT SOURCE: G"S S.F. - ENRGYCOD.DOC 2/13/97 ,,naa nnmr :,+! �nwrwxr� st�m�r�s . :::::..r. TOTAL CONDITIONED FLOOR AREA (gas, oil, propane, heat pump, electric) TOTAL GLAZING AREA 44 (add entire column) 2. WINDOW SCHEDULE: Fill in the window schedule based upon the proposed residential design and calculate the glazing area as % of the conditioned floor area. arvigailiV l.1�3. CHECK PRESCRIPTIVE OPTION: Glazing percentaine which option to choose. Mark option at top of column. (See back of this sheet) WINDOW SCHEDULE GLAZING /SKYLIGHTS BY TYPE JUN 2 9 2000 S.F. x 100 = ACTIVITY #: Dacca ,,,, PROPOSED GLAZING PERCENTAGE H -15 RECEIVED CITY OF TWO/VILA APR 2 Mg pER■IT CENTER - The proposed glazing percentage must be less than or equal to the glazing percent � g li sted under the prescriptive option that is selected. ❑ Exhaust ventilation shall be provided for each dwelling unit as follows (S. 302): LOCATION MINIMUM AT .25 W.G. MFR. /MODEL FAN LABEL CFM (.1 W.G.) KITCHEN FAN 100 CFM BATHROOM FAN 50 CFM BATHROOM FAN 50 CFM BATHROOM FAN 50 CFM LAUNDRY FAN 50 CFM ❑ WHOLE HOUSE FAN* 0 50 CFM (1 -2 BEDROOMS) (CHOOSE ONE) 0 80 CFM (3 BEDROOMS) Ca 00 CFM (4 BEDROOMS) ❑ *Whole house fan also serves as a kitchen or bath spot fan: 'YES 0 NO If a spot fan is designated as a whole house fan, the capacity shall be the larger CFM requirement. ❑ Whole house fan: Location attic fan is closer than 4' to O Whole house fan is listed O Whole house fan wiring O Whole house fan shall O(1c,..5 Sone rating (< 1.5 if ceiling) /labeled "for Continuous use." . for control routed to central location. run continuously: Kitchen rate 25CFM, bath & laundry rate 20CFM. ❑ Integrated forced -air furnace ventilation (IAC Code S. 3$3.1.2(b)) shall be used instead of a who house fan and fresh air inlets in the bedrooms: 0 YES 0 NO 0 If yes, a 6" outside air inlet duct with damper limiting the ventilation rate to .35 -.5 ACH, shall run from the building exterior to the furnace return plenum. ❑ Mechanical ventilation fan ducts shall be > 4" and properly sized using IAQC, Table 3 -3. ❑ Fresh air shall be provided for each unit as follows: (IAQ Code, S. 302.6.1): O ch bedroom: Tested, screened, controllable, through -wall port (> 4 sq. in.) to the exterior. O Overall living area: One wall port as specified for bedrooms. DR: Central forced air furnace which delivers outside makeup air through the ducting system. CITY C' TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 H -15 ACTIVITY #: MINIMUM VENTILATION REQUIREMENTS FOR RESIDENTIAL OCCUPANCIES FOUR STORIES AND LESS Chapter 51 -13 W.A.C. Source specific and whole house ventilation systems are required for residential occupancies. In addition, exhaust ventilation fans must provide specific performance ratings and (in the case of the whole house fan) specific "Sone" ratings. Fill in the exhaust fan schedule below with the fan manufacturer's name, model number and performance rating. Secondly, check the criteria that applies to your design. ENRGYCOD.DOC 2/13/97 .,.wn nr !p'N4.lt� P YN 1,0..;Yl p( 4, t;'% li 71 , rh5r..rt.ri!z!Y;Y,•n(A+T• ?YWM, ! TI z W IY 1 _ U 00 N0 tll LL w g a - d = w z ~ I- O W H j U O N 0 I- w W H 0 . u. Cu U = O ~ z FOR ALL "R" OCCUPANCIES, CLIMATE ZONE I NOTE: Carefully review the requirements of each of the options in the charts below. From the table that refers to your heat source, choose the option that best suits your dwelling design. Glazing percentage determines which option to choose. Your building design must match the selected option requirements without exceptions or substitution. Design drawings must indicate all applicable requirements from table. above grade tiefow:grade: is ;interior HVACAF. Glaing,rraz %' it floor value oor;U value ; value) Floort -Slab ft grade * < two stories The " >" symbol means more than or equal to; " <" means less than or equal to. z Glazing trade -offs may be made if the Option U -value requirement is not exceeded. PLAN REVIEW (for official use only) Selected Option is appropriate for this dwelling design. choice. Notes: Approved by: ENRGYCOD.DOC 2/13/97 HEAT SOURCE: OTHER (gas, oil, propane, heat pumps) OPT I 0 R -10 C.APTER 6, PRESCRIPTIVE O, (IONS OPT II 0 OPT III 0 R -1,9 OPT IV ❑ YES ❑ NO OPT V 0 Option OPT VI* 0 may be a better OPT VII* 0 Date: z ~ w ce 6 UO CD w ° g Q . u) d . t - 4- z � O z �- UCI O - CI f- =U h- L O .z w O z May 9, 2000 Mr. Paul Gullett: P.O. Box 58628 Seattle, WA. 98138 Dear Mr. Gullett: SUBIECT: CORRECTION LETTER #1 Development Permit Application Number D2000 -122 Northwest Development 4253 South 148th. Street This letter is to inform you of corrections that must be addressed before your 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 comments from the Public Works Division. At this time the Building Department, Fire Department, and Planning 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. If your review does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. 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- 3671. Sincerely, Tammy Beck Permit Technician Enclosures File: D2000 -122 City of Tukwila Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 Steven M. Mullet, Mayor File #: CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS Project Name: Northwest Development Date: 05.09.00 Q /jilt /projects /NW DEV /D2000 -119, -122, -123 D2000 -119 4249 5 148 St D2000 -122 4253 5 148 St D2000 -123 4257 5 148 St Reviewer: L. Jill Mosqueda, The City Of Tukwila Public Works Department has the following comments regarding your application for the above permit. Please contact Jill Mosqueda at (206) 433 -0179, if you have any questions regarding the following comments. Please refer to the attached preapplication checklist -ferm 02.10.2000. FRvn` 1. Please provide storm water design which includes t-lcui,ataedbutiy.anci the roof top runoff. Please refer to the attached excerpts from Appendix C of the 1998 King County Surface Water Design manual for set backs and flow path requirements for dispersion trenches. Please provide a copy of the covenant to protect the dispersion trench and its flow path. 2. Please provide erosion prevention and sediment control plan. 3. Provide separate cut and fill volumes. 4. Provide a geotechnical report prepared by a licensed geotechnical engineer. 5. Please sign No Parking" along the access and at the turnaround. 1 z w re 6 _I 0. 0 0 N ww _1 F . W 0: u. 52 a 1 0 z I- W uj U :0 D.. Dl-- w w I F : 0 11.1 U= O H. z 6.- Provide agreement from neighbor before removing the existing rock wall. 7. Provide driveway access and street lighting per the enclosed standard details. 8. Please provide a copy of the construction and sewer easements. 9. Please provide a full copy of the signed and recorded Undergrounding Waiver. 10. The drawing below is the roadway cross section per Brian Shelton, City Engineer. Please provide drainage per the enclosed standard detail RS -1. de.avol Sk Enclosures: Appendix C excerpts R5 -1 R5 -8A through 8C R5 -20 R5 -21 R5 -24 PRE00 -003 Q /jilt /projects /NW DEV /D2000 -119, -122, -123 1 .1 145 S,S S� S:de.aalk. b��L°.utc�a W.Al e. vre v. T -- CoaAtoo -LI SecTID .N. TS d24.,uas / / / / / / // / �_- 5 q C \O-ssNI la" Ct k II N N` N. \ d 3 °co,L+f.crc fl Toe M YV Sue:M.0 . NITS X „ l��a�'R OAJ.r l- C- 07- A.Uc.l o S �Cg ,- c r� 2 z re w 00! co 0 U) w. w wO g Q: = d,: I-_ Z Z 0 w uf w w` H U` u' O , Z Iii co = ', O � z ACTIVITY NUMBER: D2000 -122 DATE: 6 -9 -2000 PROJECT NAME: NORTHWEST DEVELOPMENT SITE ADDRESS: 4253 S 148 STREET SUITE # . Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter # 1 Revision # After Permit Is Issued DEPARTMENTS: Building Division PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Iic Works • (#-ZS-00 Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) CompleteI Incomplete I I Not Applicable TUES /THURS ROUTING: Please Route \PRROUTE.DOC 5/99 Structural Review Required Planning Division Permit Coordinator No further Review Required DUE DATE: 6- 13-2000 I I Comments: REVIEWER'S INITIALS: DATE: DUE DATE: 7 -11 -2000 APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved [I Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D2000 -122 DATE: 4 -27 -2000 PROJECT NAME: NORTHWEST DEVELOPMENT - PARCEL 3 SITE ADDRESS: 42xx S 148 ST XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Bu'I'Iding Division 14 C, 5 2-co Pr , Approved V'RKOtTL.DOC 1 wok 'PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: ,..�,:.,� SID Fie Prevention UG Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES /THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: Approved Approved with Conditions REVIEWER'S INITIALS: Approved with Conditions REVIEWER'S INITIALS: Planing Division Vi ' —0O Permit Coordinator DUE DATE: 5-2-2000 No further Review Required Complete U Incomplete Not Applicable Comments: n DATE: DUE DATE 5-30-2000 Not Approved (attach comments) n DATE: DUE DATE Not Approved (attach comments) n DATE: City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 it it F'r K3 y Fulj JT =e4 r',' J i i � ' sl w �: 'kr I TISI4 a1a ".ti, «�.. `'�.? ?.'_.vt 7.3� .. �?. t... ... ... r:i .� ..,'a•i =; > Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: D2000 -122 Response to Incomplete Letter # ® Response to Correction Letter # 1 0 Revision # after Permit is Issued Project Name: NORTHWEST DEVELOPMENT Project Address: 4253 South 148 Street Contact Person: ` j_ v \ v o ((e C f & � OT 3 d by Phone Number: D 5 66 Summary of Revision: JUN 9 2000 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: (C 4, 0 [Entered in Sierra on 10 ' 05/09/00 RECEIVED CRY OF TUKWILA + =Now in Effect CITY OF TUKWILA Id: MISC170 Keyword: UACT User: 1671 06/29/00 Locks /Holds /Notices regarding an Activity DEVELOPMENT PERMIT Permit No: D2000 -122 Occupant: NORTHWEST DEVELOPMENT Status: PENDING Address: 4253 S 148 ST Notice: HAULING PERMIT REQUIRED WHEN HAULING OVER 50CY OF ANY MATERI Line User L /H /N Text 1 1639 N* HAULING PERMIT REQUIRED WHEN HAULING OVER 50CY OF ANY MATERI 2 1639 N* one haul perm. for d2000 -119, -122, -123 3 1639 N* Jim or Jill review conditions when permit picked up Z 4 1671 N* ** *HAVE APPLICANT SIGN AGREEMENT ON TAMMY'S DESK * * *, „ W 2. CO U' U U) W H` N W0 Enter Option: (A =Add, C =Change, D =Delete, I =Inspect) g u. Q * =Now in Effect H 1 Press F2 =Next 12 F3 =First 12 ESC =Exit L /H /N i 0 uj W F-. CITY OF TUKWILA Id: MISC170 Keyword: UACT User: 1671 06/29/00 0 N; Locks /Holds /Notices regarding an Activity DEVELOPMENT PERMIT '0 /—' Permit No: D2000 -122 Occupant: NORTHWEST DEVELOPMENT W W Status: PENDING Address: 4253 S 148 ST = V` Notice: HAULING PERMIT REQUIRED WHEN HAULING OVER 50CY OF ANY MATERI LL O Line User L /H /N Text Z 1 1639 N* HAULING PERMIT REQUIRED WHEN HAULING OVER 50CY OF ANY MATERI 0 2 1639 N* one haul perm. for d2000 -119, -122, -123 O 3 1639 N* Jim or Jill review conditions when permit picked up 4 1671 N* ** *HAVE APPLICANT SIGN AGREEMENT ON TAMMY'S DESK * ** Enter Option: (A =Add, C= Change, D =Delete, I =Inspect) Press F2 =Next 12 F3 =First 12 ESC =Exit L /H /N s z w re 2 6 U O U J 1.- U) u w u.? Y Re: Northwest Development, Parcel 3 - 4253 South 148th O z � UJ ON o H- w uj m HP 1. For short plat development (four single family homes =0 or less), hydrants shall be placed so that a hydrant is tiiN: within 250 feet of a building. Distance from a hydrant to v a building is measured along the path of vehicular travel. O H- (City Ordinance #1692) z 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. (City Ordinance #1692) 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. (City Ordinance #1846) 3. 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 new sprinkler systems and all modifications to existing sprinkler systems shall have fire department Fire Department Review Control #D2000 -122 (510) Street Dear Sir: City of Tukwila Fire Department Thomas P. Keefe, Fire Chief May 4, 2000 The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206-575-4439 1 011 .... ... t wosteeplOVIIKMISPIZIWSMARMWAYeVoktrovotsrvernm cmrosr wrrovo , ., N fOrtf megxr1m.v oni rl txrtifi nr.+wn+w.r «..w 1120?W?fi +MY+SwrdA •; Steven M. Mullet, Mayor City of Tukwila Steven M Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief Page number 2 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) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (1- 5.2.8.2)) 4. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. (UFC 901.4.4) 5. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110- 16(a), NEC 110- 16(c)) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 _..,,, z H ce JU 0 0 0 0, 0 W' W = h' CO LL W O. Q � LL Q: s d 1- W zj.- I-0 Z Ill al • 0 O. 0 F- WW H U; W ', Z W O z Fire Department Thomas P. Keefe, Fire Chief Yours truly, Cizy of Tukwila Page number 3 510 The Tukwila Fire Prevention Bureau cc: TFD file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 Steven M. Mullet, Mayor z 0 U 0; cow u : w g -; u. ( D. = Cy � Z U O -' O I- w w : I U' 0 Z tad w iz O Z PART A: (To be completed by applicant) Site Address (Attach map and Legal Description showing hydrant location and size of main): 'fc)/ Y S, l L{ ? 5 %. (0G '-c € ( 3 • .: �, f ,t fa . .oR;y , :��: _ , ti: - .�<:��'�� ' .� ., ,�Ovitn r. n rma #i ...�_: :. ;': = -�' - •�• :�. .r.. ..Q' "�e tf� "�ac��Perso` � ;..�:�.�.:�'�;'. _�:., �.; r. 9. n .. n". ;<..,.. ..�� �. - .. . . ... : , :.... Name: i�)C� l�"7 L k u..-2 � C. , Name: U 6 c..)(ce V • Address: , Q � , e .S Y �G a' P Address: S �G�� / Phone: y ) -.5 3d Phone: ()O & 3 This certificate is for the purposes of: 53 Residential Building Permit El Preliminary Plat El Short Subdivision El CommerciaVlndustrial Building Permit El Rezone El Other Estimated number of service connections and meter size(s): / - 3/t ri Vehicular distance from nearest hydrant to the closest point of structure G f n ft. Area is served by (Water utility district): 10) -5 Owner /Agent Signature: 'Date: il�� '��' D CITY OF — UKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA Telephone: (206) 431 -3670 Certificate of Water Availability PROJECT # :02000 . CITY ECEIVED OF TUKWI APR 2 1 2 001 1 1"1 1 a gl i (Required only if outside City of Tukwila water utility district) PART B: (To be completed by water utility district) The proposed project is located within ict (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 IOs�t gpm at 20 psi residual for a duration of 2 hours at a velocity of 6 S fps as documented by the attached calculations. I hereby certify that the above information is true and correct. IL t Fcc c c' i 1,v r * K-Gc.- k7 is-r, ZS'' J Agency /Phone Q', - Z ei Date PART C: (To be completed by governing jurisdiction) Minimum water system improvements: (At least equal to B2 above) Use separate sheet if more room is needed) Agency /Phone By Date Water Availability: El Acceptable service can be provided to this project El Acceptable service cannot be provided to this project unless the improvements in item C2 are met. El System isn't capable of providing service to this project. z w re LI 00 CO 0 w= w u_Q coo i s w Z = zI- w w UCa D 0 - W I ..z w O = ~ z Purpose of Certificate: Da Building Permit ❑ Short Subdivision Applicants Name: TOWARD A r,ETTER ENVIRONMENT' �i- • SEWER DISTRICT or-Awed- r De - ell Property Address or Approximate Location: 12XX S. I`tP ❑ (2) the c nstruction of a collection syste ❑ (3) other (. scribe): (Must be completed if 1.b abov Pecked) 14816 I, :ary Road South P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY ❑ Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability Part A: (To Be Completed by Applicant) ❑ Preliminary Plat or PUD ❑ Other ❑ Rezone Proposed Use: O Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other -t- Phone:(?, ',) 02 -5366 £P4 Legal Description(Attach Map and Legal Description if necessary): Parcel 3, Tuk S.P. L92 -0061 930628207 TL 004200 -0032 Said short plat OAF, Lot 5, Blk 1, of Adams Home Tracts Part B: (To Be Completed by Sewer Agency) . 0 a. Sewer Service will be provided by side sewer connection only to - existing 6 size sewer O feet from the site and the sewer system has t - apacity to serve the proposed use. OR ❑ b. Sewer s- ice will require an improvement to the sewe ystem of: ❑ (1) feet of sewer trunk or later to reach the site; and /or on the site; and /or O a. The sewer system impr plan, OR ❑ b. The sewer syste mproveme will require a sewer comprehensive plan amendment. • 0 a. The propos Review B ent is in conformance with a County approved sewer comprehensive project is within the c porate limits of the District, or has been granted Boundary rd approval for extension • service outside the District, OR ❑ b. Annex on or BRB approval will be nece sary to provide service. . Service is bject to the following: a. %istrict Connection Charges due prior to conne ion: GFC: $ 5 SFC: $ 19 0 0 .0 UNID.\$ oZ ).7 93 TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $1090 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) b. Easements: ❑ Required ® May be Required z Z 00 w w CO u. wO Q 2� LL j . N I— Ili Z � I— O Z ~ w U � O ( 12 OI w III I— Li- O W Z = O~ Z Part A: (To Be Completed by Applicant) Purpose of Certificate: Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: Ei Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: 1 \ 1 c ,- > ' 1 ,,,,, e; De -v c' I o h s rs, c n - I - P h o n e : 0 , 0 6 ) - 5 - J66 ( 1 ° 4 v Property Address or Approximate Location: 12)0( s 1 111 ,Sr. Legal Description(Attach Map and Legal Description if necessary): Parcel 3, Tuk S.P. L92 -0061 930628207 TL 004200 -0032 Said short plat DAF, Lot 5, Blk 1, of Adams Home Tracts Part B: (To Be Completed by Sewer Agency) 1 Ul a. Sewer Service will be provided by side sewer connection only to an existing 6 size sewer 0 feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (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. GI 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 ❑ b. 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: S 8 - 'C SFC: $ 14 0 0 6,0 UNIT: $ a z7? 93 TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $1090 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) b. Easements: ❑ Required ❑ May be Required c. Other: r 'WORKING TOWARD A BETTtrt ENVIRONMENT' SEWER DISTRICT 14816 Mllitu, y Road South P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 CIT OF E TUKWII A APR 2 7 2000 PE CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY CENTE- ❑ Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability rtify that the abov- sewer agency information is true. This certification shall be valid for one year to of signature. Title d 0;000- \QD 3/4/2000 Date 9302041305 VAL VUE SEWER DISTRICT 14816 MILITARY ROAD SOUTH P.O. BOX 68063 SEATTLE, WASHINGTON 98168 242 -3236 TO ALT WHOM THESE PRESENTS CONCERN: • 7 • ti Notice is hereby given that I, 4! 1 I Pt y�' (' Owner of the following described property situated in King County, Washington, to — wit: Lot 5, Block 1, Adams Home Tracts 2nd Addition, according to the play recorded in Vol. 12 of plats, page 90 records of King Co. WA. am constructing a side sewer within the boundaries thereof, and do hereby impose on said propert ( y, ies ) along the line of the side sewer as constructed, to -wit: (brief legal description of location of easement) 67.381 /0 1_o+ b Ik . I 4 ckvxs horne.t.T03 Et- s Z ��� /J an easement eaties. EXCISE TAX NOT REQUIRED King Co, Records Division Deputy STATE OF WASHINGTON SS COUNTY OF:'KING DECLARATION OF SIDE SEWER EASEMENT SINGLE PARTY This agreement shall be a covenant running with the land and shall be binding upon all parties, their heirs and assigns forever. IN WITNISS WHEREOF, I hereunto set my hand and seal the day and year first above written. This is to certify that on this ; ,,€j day of j/ / �?.�,,�_��{ the undersigned, a Notary Public in and for the State of Washington, sworn, personally came COCrsOv t.*i .. '' I D 2OOO122 .7? , 19 ? to me known to be the parties who executed the within.instrument that ( they, 5 she.)'signed and sealed the same as ( their, his), her ) free and voluntary act and deed for the uses and purposes therein mention WITNESS my hand and seal the day and year in this certificate first above written. /,b feet wide for the common use and benefit of each of :said prop - The cost of maintenance, repair or reconstruction of that portion of°'ehe sewer used in common shall be borne in equal shares by the above property owners, except that the owners of any lower parcel shall not be responsible for the part of the sewer above their connection; and when necessary to repair, clean or reconstruct the sewer, the parties to this agreement shall have a right of entry for that purpose. (sEAL) ( SEAL) 199o2--- , before me, duly commissioned and (and) d acknowledged to me Notary Public in and for the State of Washington, residing at /Te. �_7 - . RECEIVED , CITY OF TUKWILA JUN - 9 2000 PERMIT CENTER z w • re 6% • -J U U .CO o uJ . H w o �Q co ▪ a w z � ZO U • p o~ • I w W. I- - w z U O 1 ' z RECEIVED CITY OF TUKWILA APR 2 7 2000 PERMIT CENTER z w • re 6 U O: N 0 W = J N w o IL :O N.. F- I— O LLI . z. U � . O ~' z r ( F625- 0:2.010 (SI97) Detach And Display Certificate DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST.:-# .•,.. < <EXP.- -DATE .' 'CC01 ° ; `NORTHDS015KK• : %09 /16/2000 'EFFECTIVE DATE -:` :05/12/1999 NORTHWEST DEV OF SEATTLE CORP 1412 SW 102ND 400TH SEATTLE WA 98146 Detach And Display Certificate REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CCO1 NORT1 S015KK 09 /16/2000 EFFECTIVE DATE '.!;':05/12/1999 NORTHWESEV OF SEATTLE CORP 1412/SW 10 ND 400TH SEATTLE WA ;98146 • L. Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIES / Please Remove And Sign Identification Carol Before Placing. In Billfold _11 z 1 ~ w ' re L �U U co (Ow J 1— N u. : w 11.< ° tu H Z I— � U� O N o I.- ' . w w. 0 . u. w z . U w 0 z 0 left elev. 1/8" CRANE DESIGN INC. I-1AS TAKEN EVERY EFFORT TO INSURE Th4E ACCURACY OF T-IE ATTACI-4E D 4:DRAWINGS, I-10UJEVER IT IS T1-IE RESPONSIIBILIrr OF T-IE CONTRACTOR TO CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. ./2 4 I 54° rear elev. I/8" ,,,,,, •• MERIN ME nommos RENE" .... .....—...... =v 44 .... = Amin.-1 '.. N ......... Aar-, —411-- _ a MIMI ag ;i il Nas 4 lir. 111 EMMEN i 11 REMEN NMI 11 NKOMO! .... ....... IN= ..."".... ..m. 11 MINENR 11 MENU 711■••■•=r6.v.a.. em i= Mill front elev. I/4" 4 IZ iz " E MI!! rMie■ n.■ T WIWNIMMI• ri■INO FOMNIN■ ENNE■ 7777 4 OS 0 CA+ ./, 23,1 ,4&:V� int 41 N OTE right elev. a/8" (VERY EFFOR' kAS SEEN MADE TO INSURE img ACCURACY OF INESE MANIOCS Of CRUE DESP.3N 4NC. , NUEVO THE CONTRACTOR SHALL CHECK ANO VERIFY ALL DENENSIONS PRIOR TO CONSTRUCTIGN. CITY OF TUKWILA APPROVED JUN 2 9 200g AS NUFLU BUILDER SHALL PROVIDE - f HREE MONTH ETC:h4ED TRACI< RADON MONITER WIT' INSTILLATION INSTRUCTIONS AND RADON INrORMATION 51-1.5.,ETS AT r-NAL INSPECTION HOUSE NT OF ADDk:ESE. TO BE POSTED AND FLAINVI VISIBLE FROM STREET FRONTING E:RUCTUIRE SEIstiic ZONE: 3 WIND SPEED: So mph WIND EXF'OSURE: OCCUPANCY: .'73/1.11 CONTRACTOR TO CHECK AND VERIFY SOIL AND SLOPE CONDITIONS FRIOR TO CONSTRUCTI01 cRANE DESIGN SHALL. BE NOTIFIED OP ANY CI-LANGE DUE TO CONDITIONS ON SITEll PERMIT CENTER RECEIVED CITY OF TUKWILA Piar malo. C All toms, Designs. Aningamonts. Drawings and Plans Sot tirth On This Shasi Are Thil Original Work Product 01. Owned Dy, And Ara The P,OI1YOICFanI DoSion, 41.1 0 909.7.9i -r f Let'� M41 FL-r- t� ..as _ w ( � ( 4 . =;;-1 l z.-7 ) garage -Fi living O 0 ti D cCC)O 2=0 6 2'-d 5°5 ')( G'- y 5 Q ' 2' -0" z 5= w � EVERY EFFORT HAS BEEN MADE TO INSURE THE ACCURACY OF THESE DRAWINGS BY CRANE DESIGN INC., HOWEVER THE CONTRACTOR SHALL CHECK AND VERIFY ALL DEMENSIONS PRIOR TO CONSTRUCTION. main floor plan 1/4" Lai 94 v 0 NOT =S: I. ALLE><TERIOR DOOR TO BE 6' -S' I -1I614 x 3' - ®' WIDE(MINJ UNLESS ?NOTED OT4.4E 135E 2. ETERIOR DOORS TO HAVE MAX. itt'RISER * STEPS W!T44 MN. 36' DEEP LAND+Nn PER SEC. 1004.10 1.1>:3L. 3. PROvIDE F1{ STOPS # ALL CONCEALED DRAFT OFENIN S PER SEC. 105 1 .13L. -4. ALL. 544OWER E`ICLOSEUIZE D - TO' OPEN OUT IN NOT ELI01' TO SE SAFT7 GLASS_ 5. PROvIDE 6x POST CIR 6' CONC. CURS TO PROTECT. HOT WA I- 4EATER 4 F iPNACE VEHICLES. GOIthAL NOTES * All headers td be f 6x43" DP 12 bT' 6x6" DF41 (2x5" studwalls) dhless Otherwise noted. * A11 Rxteribr & garage warm wake to be 2x6' studs. * doh shfill check and ydri y all diliteTisions prior td consti * See sheets 8-1 through S -4 for Constructidh &Tid hailing g eci f ic&tionti . * All interiot ntglla over 9'0' refer to typ. inter, wall sheet S -3. * Gutters & dowhapoutd to he • }} as requited by code. * bb1. joist tinder all Parallel malls (If over 3'b" or 6' xhat do hot stack oval wails below dr speciai editi and nail together wit a 1 at 12" o.c. staggering between Members. * All bolts must extend 3/4' Min. above double qr single, mudsills for washers and nuts. NOTE: REFER TO SHEET 9-34 FOR NUMBERED REFERNCE. 0_ 1 i T� 1 0'h i L.4144 5-I MA/AI FL;cx' AAA 1085 set. Rr (JF r it F-Lo AEA tWZ 5ct. Gr- TerAL /I67 642A66 4Q ... a Sdi. Pr: Gzp,Je I Cv"Y4 CITY Y Or fUM APPROVED N 2 9 2000 RECEIVED CITY OF TUKWILA PERSIST CENTER .VI Id.as. ONgn0. Arreng.m.nte, Drnsinga and Plena Sat Forth On ThI$ Ehae1 Are The Orglna1 Work ProductOi, Owned y, And An TM PN.Pertyef Crane OMfpn, U- o L � • e N E o o • E 0 O IC o E o ie 0in0m omaT. I lO Z E Tit' d. 90 899.1 ii i DOOO1' te UPPER FLOOR FRAMING 1/4" NOTES: I. ALL FLOOR JOIST TO BE 2x10' H1= r OR BETTER C 16'0x.. UNLESS NOTED OTHERWISE 2. SOLID BLOCKING NOT TO EXCEED 10' -O os_ PER SEC. 23268.6 U.B.C. 3. ALL BEAMS ABOVE PLATE TO NAVE MFr _ MTL_ 1-1,4NG-ERS. �IIti , CITY OF QV ; Jy1 jUN 2f3':33 CITY OF Tl KWILA PERMIT CENTER An Ideas. Design.. Arrangement*, Drawings and Flans Set Forth On Thle Sheer Are The Original Worn Product Of, (Aimee! By, And An The Property of Cra Design, and Use Of Ms Said Work PToduct la Limited lo A Soecrtied Project 01 The Purchaser, and / or The Construction Of One Building. Any Use, Reuse or O['claw./ Of _o Z vi a ` • 0 v 0 : d o A ; 41 O m m 7 • • • • fO 9O89 , ! LOCATION MINIt'li:i 2B 1116-_ KITC -M4 7- AN OttICA'1 3,4 i , OCi F4N( ) I SmGFri LANDR'y FAN 1 50CF ILF;CLE HCU$c FAN 0 SmCP`i (1 -2 b edreom6) Cc}-oae once O ECC711 (3 badracros) a 100CF11 (2 bedrooms) 0 l21 (S besdrecm6) NOTE_ I C 7 - 1 ilil"ICL HO4. E FAN WITH 2a HC. R', 1' '? 5WITCW HOT WIR P, i 1P cAL.a 1_______ rA54 AND L DE,Rr.UC T DOOR FOR AIR bedroom bedroom 0 bedroom 2 4 °8 °xO 0 0 4•/ D / D'- Ii " 4 '/ L 4C0' l L. Y -11-e9 A upper floor plan I/4" SMOKE DFTECT0 2 51 DETECTORS TO BE INSTALLED N ALL HABITABLE RCCM5. ALONG WIT( -{ t::)ETECTOR5 CENTRALLY LOCATED ON ALL FLOORS. HOT WIRED t INTE cONNECT'ED WITH BATTERY BACK -UP GENERAL NOTES * Ali headers to be: 6x$" DE #2 or fir6" DF#1 (2x6" studwm113' ) unless otherwise noted. * All exterior & gart#ge wart waled td be 2x6" atudi . Contractor Shall ±±fidck and' verify all dinienSions prior to construction. * See sheets S -1 though $-4 for construction and nailing specifications. * All interior wills over 5'0" refer to typ. inter. wall sheet S -3. * Gutters & downspouts to be provided as required by code. * Dbl. joist under all parallel walls (If over 5'0" or 6'0" that do not stack over walls below or special beams) and nail together with a 168 at 12" o.c. staggering between members. * All bolts must extend 3/4" min, above double or single mudsills for washers and nuts. I NOTE: j (Th REFER TO Si-IE. 5 -3.4 FOR NUMBERED RE- RNCE. 0 s 4 - - t 4> i�1LTA t[ CITY OF T:!!',Y`itt JUN 'PRiO•VED i U N 2 ,. l ECEIVED ClTy OF TUKr✓!� EVERY EFFORT HAS BEEN MADE Eh�1lT CENTER TO INSURE THE ACCURACY OF THESE DRAWINGS OY CRANE OESICN INC.. HOWEVER THE CONTRACTOR Plan, N a SHALL CHECK ANO.YERIrY ALL • � / OEMISSIONS PRIOR TO CONSTRUCTION. An idess<. Dppns. ArranpemMts. Drswings and. Plans Set Forth On TNN SMN Are bo OhDInN Work, Produof Ot. Os'ned ey. Med Are TTe Property a erens 9Mgry, ., ..� 'v n.. 0.1.4 •••••••• n...w.:r. I......wu. T- • .. --,..r e. -,.•... ry Th. Uunww •-v..••u r-. •►.. �..•••.. °...i.... na M1.. Pt ..uArum J....1 e.. n- ... -... ne.r w.... N �l O 9 n 4 R • I. ALL FLOOR JOIST To BE 2x la.oz OR BETTER 4 16 1114.0. 2. etRIDC:INC.- NOT TO ExcEED SEC. 2306.1 U.B.C. ctRALUL SPACE TO PI 4 tovit:) h-ttk Iv CL o1L. tttA4-16, Htft c scL TO Lac REcE- JoI6T t-T-FIcAL. co op • C090S86 CRANE DESIGN, INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET — SUBJECT TO CRIMINAL PRosEcUTIoN. DDmo- *CONTRACTOR NOTE — All blmenslons Shall be Checked-And Verltled Prior To ConstrUctIon, vE-,, (p) 1 • • 4 .1? .,5,62 CPAwL spA I 10 I 8" 57 x(G F , 7 I X Gw/0" F472 li FL-AC-F r aiMNI co 141 e44 Th /7I I 1 I T L • lir eoxe,r N.-VA/4 A ijZ Bt. OGic c, - AIL ', SL.cur 4:" --rizAvE, C)c30,2 I , I 4:=714 4;41 • (?iona ,2%A 3" R -0 40 FOUNDATION PLAN 1/4° (Th SerEP:z to 6t-t5t B-34 roP mut-ftpett:, 1*.t1=mt4cE. NCTS: • _ r _ =—= -03 1-64-117z.2,_ .&Z e.‘2 CITY OF TIP.WIL:t. APMOVE1 JU 2 9 ri ii 1° l - 411 1 (1 f) ("'- vL=1,171 oINII1AL Ntoits 1 Al! header e to 1)61 Al(d. b' 12 at txt. btil 12x6!' Atudwalle) iblleAd etherwlde hoted. 1 Al exteticir t §Atag d wand i WM a L bd e /x6" sLudd. . doh tAdLbt Clan check and vdt. t All dinieedleRA prior Le befleifdeLldH. 4 dee iiheOLA 6-1 through 8-4 fdk 6dfifittliotlolt Ahd natiltig i gl o'er 't). r0 et te hip. filtek. 4Ml1 Ahdht §-i, clAttiti t, dei4hAtibeLe 1:d lid— pkiiii,Id6t1 iiii fdquittid 14 back, , bbl, jelf0 Ufidet All pAtillal AliA (tf 401k Pb. Llial, dq fitit,fikAtik Ovilk UA LA biA1OU dk AtdolAl bedttj Abd fi All EO4jAEitik tfiEh A 1d 8 lik 1/. o.O. A A4garlh4 66WAAh . All LOLA Wit: exte!tid i/4. , Atchilber0;, r' . , • 141 boO doublA q 60010 . fim4aLle tor /diets fibd Mika. Fit7 \(1 eI 'F F, 1_1 51-16.Al2 Mi6 - te: COPYRIGHT@ PERMIT CENTER */2- 1 1 0 'l�' - f ?P I-1,i\L L a i I 3 (4 "T Ft--(14002 ._415T , ViLz fc T r ' - - 1 CRANE DESIGN, INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET — SUBJECT TO CRIMINAL PROSECUTION. oI2 - 1 01 - 7! tJt D I�T 0 -oil rid. Er- 1 - I I s or" 8 -1 I - 1 4 } 2 MFG. TRUSS & RAFTER DETAIL 1-112" 2,(p� , _1TC�1 @ 1 II O. 0 I R --1 P rl r 2Ul,- ki - r -o i l o l Z g la t N 4,� N1 1 !Da rz r-TEt21 'CONTRACTOR NOTE — Ail hlmsnnInn : Ghall RP Cho And Verified Prior To Construction. , e 16 *2_ �AHI �R c Pc, o.c, 7 r II LF - t-,F T 2 -Y BUILDING SECTION 1/4 TYPICAL STAIR DETAIL ;r Ira R: ?t1 i ITA-17x l24;A -a -tt III Gi - Mme. TAU nS a,12!' L ._ 0,6,1 L To �+ I STUB :J / (4)10 d t4A L& -ILJ/ Mme: N ►�l� 2.) 2j RAT S @ r-- 11 - t% C �,t.;,t� ► rya r� Z �-rra l 1 b rte, ti OF CAI)/ .OF P 3t COPYRIGHT© RECEIVED CITY OF TLIK.WILA RA,IIT CENTER z p C.) w r Z 0 w U_ EC 0 J U z U, z U 0 0 cr PLAN NUMBER C090989 ROOF NOTES: MATERIAL: <i1-1- P1TC1 -E: OVERHANG: FASCIA: I II NOTE: O REFER TO SHEET 9 -3A FOR NUMBERED REFERNCE. 2x 12 24 G. (VALIt:T• L- IYI I�IG ROOF SHEATHING TO BE 7/16" MIN. APA RATED (24/0) WITH 8d COMMON NAILS SPACED 6" c/c AT PANEL EDGES AND 12" c/c IN FIELD. USE A SIMPSON "H2.5" ANCHOR AT EACH TRUSS OR RAFTER OR AN "H1" ANCHOR AT EVERY OTHER TRUSS OR RAFTER. D)...000- as 2x& P FT- e 24 G C ry-A4 -tE 101--&i 0 # p-EAR Mf r Tw.1ES6 24° HrG gtr R„24 i. 2X0 i `• @2l ® ( «p -1E Cam) i���l ►- �RHW6 I2:I2 L.4 4.r- :IZ ROOF FRAMING PLAN 1/4" CITY OF Tip A'r PROrV ii JUN .9 RECEIVED CITY OF TUKWILA PERMIT CENTER PLAN NUMBER C090989 ATTIC VENTILATION CALCULATIONS sl -TALL CARRY M.4NUF. STAMP t nn DESCRISIICN SPECS. WILL NOt BE PIELb ALTERED uifTNOUt PRIOR BUILDING btPt. APPROVAL OP ENGINEERING CALLS. O - _' �. I I4Mhlr 11/ L4 A LE F /E 2Z-C., 1 z - 4 -) eF , 0 91- JADED AREAS s rP.AME OVER _ -LAC Kli- te a Z NOTES -EAVE VENTING TO PROVIDE 4.7in2 PER LINEAL FOOT (PLFI -RIDGE VENT TO PROVIDE 18in2 PER LINEAL FOOT -ROOF JACKS TO PROVIDE 64in2 EACH MIN. -ROUND GABLE END VENTS TO PR THE FOLLOWING in2 (MIN-'k - 1212' -�•13jn2 �II3sn1 ROOF NOTES: MATERIAL: <i1-1- P1TC1 -E: OVERHANG: FASCIA: I II NOTE: O REFER TO SHEET 9 -3A FOR NUMBERED REFERNCE. 2x 12 24 G. (VALIt:T• L- IYI I�IG ROOF SHEATHING TO BE 7/16" MIN. APA RATED (24/0) WITH 8d COMMON NAILS SPACED 6" c/c AT PANEL EDGES AND 12" c/c IN FIELD. USE A SIMPSON "H2.5" ANCHOR AT EACH TRUSS OR RAFTER OR AN "H1" ANCHOR AT EVERY OTHER TRUSS OR RAFTER. D)...000- as 2x& P FT- e 24 G C ry-A4 -tE 101--&i 0 # p-EAR Mf r Tw.1ES6 24° HrG gtr R„24 i. 2X0 i `• @2l ® ( «p -1E Cam) i���l ►- �RHW6 I2:I2 L.4 4.r- :IZ ROOF FRAMING PLAN 1/4" CITY OF Tip A'r PROrV ii JUN .9 RECEIVED CITY OF TUKWILA PERMIT CENTER PLAN NUMBER C090989 Tt USS NOTES sl -TALL CARRY M.4NUF. STAMP t nn INSTALLED 4 BRACED TO MANUP. SPECS. WILL NOt BE PIELb ALTERED uifTNOUt PRIOR BUILDING btPt. APPROVAL OP ENGINEERING CALLS. 5! -IALL I-IAvE DESIGN !DETAILS t DRAWINGS ON SITE PoR PIELD INSPECTION. ALL BEAMS 4 NEADERS TO BE bxs oR BETTER UN.o, PROviDE SCREENED BLOCKING ovER SUPPORTS. 91- JADED AREAS s rP.AME OVER ROOF NOTES: MATERIAL: <i1-1- P1TC1 -E: OVERHANG: FASCIA: I II NOTE: O REFER TO SHEET 9 -3A FOR NUMBERED REFERNCE. 2x 12 24 G. (VALIt:T• L- IYI I�IG ROOF SHEATHING TO BE 7/16" MIN. APA RATED (24/0) WITH 8d COMMON NAILS SPACED 6" c/c AT PANEL EDGES AND 12" c/c IN FIELD. USE A SIMPSON "H2.5" ANCHOR AT EACH TRUSS OR RAFTER OR AN "H1" ANCHOR AT EVERY OTHER TRUSS OR RAFTER. D)...000- as 2x& P FT- e 24 G C ry-A4 -tE 101--&i 0 # p-EAR Mf r Tw.1ES6 24° HrG gtr R„24 i. 2X0 i `• @2l ® ( «p -1E Cam) i���l ►- �RHW6 I2:I2 L.4 4.r- :IZ ROOF FRAMING PLAN 1/4" CITY OF Tip A'r PROrV ii JUN .9 RECEIVED CITY OF TUKWILA PERMIT CENTER PLAN NUMBER C090989 CRANE DESIGN, INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON HIS SHEET — SUBJECT TO CRIMINAL PROSECUTION. / , ROOF PLAN 1/4" 16, ..a 2 -0 11 FOUNDATION /FLOOR PLAN 1/4" *CONTRACTOR NOTE -- All Dimensions Shall Be Checked And Verified Prior To Construction. l l 2- c, -. I SLto RIGHT ELEVATION 1/4" FRONT ELEVATION 1/4 CUSTOM HOME DESIGN & STOCK PLANS TO REORDER PLANS 1 -800 -848 -5421 1 ®d.[ c; CITY OF r!if, ^a:i_ • APPROVED JUN 2 9 r ' COPYRIGHT© ERM! "r CENTER w 0 cc } z O w LL ct 0 0 F- t- 0 w w w J- Q I T U) I 0 z O F- 0 0 0 a cr w U NUMBER c 090989 SHEARWALL SCHEDULE MARK DESCRIP. SHEATHING SHEATHING NAIUNG SHEAR FLOW NAILING REMARKS ME INII SVV1 15/32" PLYW'D ONE SIDE 8d @ 6" o.c. 16d @ 8" o.c. MSTA36 (Tr) 4x2 FLAT BLOCK CrYP) SW2 15/32 PLYW'D ONE SIDE 8d @ 4" o.c. - - 16d (4) 5-1/T o.c. _ SW3 1 15/3T PLYVVD ONE SIDE 8d @ r 0.C. 16d @ 4" o.c. Ai s SW4 15/32" PLYW'D ONE SIDE 8d @ 2" o.c. 16d © 3" o.c. SE SW5 1 - • D EACH SIDE 8d @ 4" o.c. 16d (J.!. • .c. & A23 @ 14" o.c. EACH JOIST SEE NOTE 6. A SW6 15/32" PLYW'D • - . IDE • • @ 3" o. 6d (a) 3" o.c. & A23 © 10" o. -• JOIST SEE NOTE 6. 1513T PLYVV'D EACH SIDE 8d (g T o.c. 16d @ 2" o.c. & -. 8" o.c. EACH JOIST E NOTE 5. NOTES: 1. SCHEDULE IS BASED ON HEM-FIR STUDS @ 16" o.c. 2. PLYWOOD SHEATHING IS TO BE APA RATED 24/0 MINIMUM AND MAY BE OSB OF EQUAL RATING. 3. SHEATHING THICKNESS MAY BE AS SHOWN OR 3/8" OR 7(16". 4. ALL SHEATHING TO BE DIRECTLY APPLIED TO STUDS AND ALL EDGES BLOCKED. 5. STUDS TO BE 3" NOMINAL OR WIDER AT ADJOINING PANEL EDGES FOR SW4 AND SW7 6. SHEATHING PANEL JOINTS EACH SIDE OF WALL TO BE OFFSET OR STUDS TO BE 3" NOMINAL OR WIDER FOR SW5 AND SW6. 7. SHEATHING NAILING SHOWN APPUES TO ALL PANEL EDGES. SHEATHING NAILING AT INTERMEDIATE SUPPORTS TO BE OF SAME SIZE SHOWN @ 12" o.c. CAUTION: DO NOT OVERDRIVE NAILS. NAIL HEADS TO BE FLUSH WITH FACE OF SHEATHING. Crane Design, I tic, Reserves AM Legal Rights To Material Cu This Sheet - Subject To Criminal Frosecution. b),Doo- %Contractor Note - AII dimensions Shall 5e Checked And Verified Prior To Construction. 1-10L-DoWN DETA. IL. 16" MIN. I I I I I I II sei 0 3" O.G. 2 RONS STRAP TIE. SIMPSON MST27 IN/ (Id) S GA. x 2-1/2" NAILS EACH 510E OF THE NALL. (4 TOTAL) '7/1b" APA RATED SHEATHING 24/0 MIN. N/ 8d 0 3" O.C. 2 BONS 0 ALL SHEATHING EDGES PLUS NAILING 51-10INN. ALL EDGES aLoGKED. HoLDOM. SIMPSON HPAHD22 MI Id NAILS. I/2" x 10" LG. AB. (2) AS SHONN CONCRETE FON. NALL N/ CONTINUOUS FOOTINS. PROVIDE I - 12"L DONEL IT AT EACH HOLDONIN LATERAL RESTRAI NIT F'ANEL scAL.e. 3 /.1-"=1'-o" TYF'. STRAP DETAIL @ WALL OPENINGS SCALE- 3/4"=I To Reorder Flans 1-800-848-421 r, . . CITY OF PAVIILA COFYRIGHT RECEIVED CITY OF TUKWILA 9 S 4) 7 7,5 0 0 0 - Ks 4) PERMIT CENTER Plan Number C090989 ..........---- HEADER -------"-- L_____I TYPICAL OPENING MSTA36 (Tr) 4x2 FLAT BLOCK CrYP) n I NAIL TO FOR NAILING. I 1 SHEATHING BLOCKS AS EDGE Crane Design, I tic, Reserves AM Legal Rights To Material Cu This Sheet - Subject To Criminal Frosecution. b),Doo- %Contractor Note - AII dimensions Shall 5e Checked And Verified Prior To Construction. 1-10L-DoWN DETA. IL. 16" MIN. I I I I I I II sei 0 3" O.G. 2 RONS STRAP TIE. SIMPSON MST27 IN/ (Id) S GA. x 2-1/2" NAILS EACH 510E OF THE NALL. (4 TOTAL) '7/1b" APA RATED SHEATHING 24/0 MIN. N/ 8d 0 3" O.C. 2 BONS 0 ALL SHEATHING EDGES PLUS NAILING 51-10INN. ALL EDGES aLoGKED. HoLDOM. SIMPSON HPAHD22 MI Id NAILS. I/2" x 10" LG. AB. (2) AS SHONN CONCRETE FON. NALL N/ CONTINUOUS FOOTINS. PROVIDE I - 12"L DONEL IT AT EACH HOLDONIN LATERAL RESTRAI NIT F'ANEL scAL.e. 3 /.1-"=1'-o" TYF'. STRAP DETAIL @ WALL OPENINGS SCALE- 3/4"=I To Reorder Flans 1-800-848-421 r, . . CITY OF PAVIILA COFYRIGHT RECEIVED CITY OF TUKWILA 9 S 4) 7 7,5 0 0 0 - Ks 4) PERMIT CENTER Plan Number C090989 ti li Cr1ANI NINON, Itic. RESERVES ALL LEGAL PIft NTS TO AU1ER1AL oN THIS SHEET - SUBJECT TO CAII iMM. pnooECV110N. HiiT' IZA1�D Ibd Z 12' Cc. I d i 6' D.C. MAx. Iz 14 , bd • 6' O.C. E.Ac0 4, PERP. UF2N. TILE SET N G12Av>tL 6IeAbE If= STMT -I J FIG. NOT h10NOLITNiC ' 11 J. USE kIDIA. (yERt.) 17 , iEeAlx a l(1 or. tYl e o•t 6to1;4 r t oUNbAtIoN ID P � , b Orr I�IZV�tiT Hoz T' -toIJ '!'a. ao C �UI �r �rr.Prz IL. _ v S GTI 1 , Ico 1144 - � !Vs' rEn1r JJ1N l,' 14,-,I-1_ MR, .T1G1J oP 1 .bWou( OPT' CG Ll rHP}�I C am ." jiJ GCt IS - GT1Gt - L aPMC� 4SIAJ - 5Ecri ' J IGbU..1 L , ' -aJl.o 46 ndlr.I. C...It ae.rur SC) OR. v-101.1I- 3 1+¢x•111- 1,;T>: i; .111 { 1�ktGL R� 02 S /.P!'I` ( ..,'i MuJALS - SELncI ► 1k,e4= . y I!! C 6Lctk11.14 'DL•. FIRe 5LG>;.41.1/v J GGIJGFAt -617 ' "St'A � 'SET 1t1� 5?7 enZl e.25 - 6- ¶P k WIT I-1 OF THE RUIN 4 X 1j * 151 : Vrt11 .L f.. id u I J!J or ? It2. g it T .4 L. UudG2 Tr " 15 • . FLOOR LINE IJFILIIN - le. 7. CR RAIL ING g MIN. I KICK P LATE OLOOR JC19t RIM Jo19t 3/4' T15 PLY 44T. aR -R -19 SATT INS. LDOR Jot9T PER PLAN 2 ((; P.r MUb SILL_ ( "� o ram .cla Co MIL. VISOUEEN (El1�C 1L) vAPoR BARRIER 12' CLEAR BEAM to EARTH Is' CLEAR BotTC op JoI'T TO EARTIa 2 - . t CONT. REBAR 2x12 BtRINGER3 T`fl' 'x' r.,I.4, orz CLOSET OR STORAGE BELOW STAIR/ MAIN FLOOR. LINE 58c D:0 •COtt1P!ACTQti POT - A71 Dimonaloni Shall is Checked And Veriiyetl Prlor To ConilruetIon.. 2xa TUD4 4 24" o:i:. IZT lh ed i I' O.C. MAx. ILi IERE l9RICK I4' DIA. x Im' AB. • 4' vEN. - PROvIDE MAX. O.C. 1 WITI -IIN 12 OF 4' LIP 6' UNDER CORNER 1' MN. EMBEDMENT JOIST GRADE • . 1 I6d (,' O.C. Imd 41 or. >d CC REBAP2 i i(0 O. C. ( VE Rt .) T. •tUJQ StoiRT roUNb,4tIQN O FLOOR JOIST DBL. JOIST LEDGER 4' RIM JOIST i. 3/4' 115 PLY". OR R -19 NS. FLOOR JOIST PER PLAN 5 /s'aIA.xIv ° Am. •4' MAx. OC. I WITi-i 12' OF CORNER, INC MI.J . 2,4, P.T. MUDSILL I I !G►1T FOR /, MIL. { .L vISOUEEN vAPOR BARRIER 2 - •d Copt. REAR -ATTIC INSULATION . R -3S ELEC. RL=5I t. 62 -30 GAS (TNERt'1AX INSUL. W/ EcUly. It -VALUE To BE USED IN,.: ATTICS WERE CLEARANCE NOT AvAIL. FOR MATT'.) 1,2 GtUt3 (TTP.1 MIIJ. "41. T# 1.10bEIZ- L. A UW•o. - GLUE 4 NAILING' (IOD 16' O.C. EDGES 1 BLOCKING. 45' CC. F IELD - rrr.) ID. S2/It R -19 BATT N. W/ V. FLOOR JOIST PER PLAN tit WALL sEttIoN • I E I, 12' DBL. TOP PLATE 0.14: PER PLAN - AA I.J1dt,00 - PE3Z Ply 2� tz +H iolSr 2x1 $TUD3 arb• O! 2.4' P_T. MUD91LL ul/ 112' DIA. x Iv' A.S. 4' GONG. SLAB OvER 4' GRA L FILL tJ/ (x[,- 112.1 .1 1.1IJH. I,J 5t>b rt vorzr. t I U' eke - „1/ ALT. I-LcmS e) •� c"if K Q DOOR FRONTS WITH NOT LESS TI-LAN (2) 5/9 x Ivy' A.B. PLATES • 91 -TEAR WALL OVER 2• tUIDE tYp. aAIRAtat IoUNDATIoN® ATTIC vENTILATION III OR 1/300 OF' SPACE - SEE PLANS aft ROMP y coNST. SEE FRAMING Ft . J ▪ Ne..314Ui w - i.a- WI�i' 1EL. Lt F t."�'l.C� P!...Re TO p: �GTioU or' Fz -i Apo µ TL P. .L eJ4r e. JQt' IS ' NALY LW• I.L p H. � -E ?r b recE �' °_ J!.L . re I� /G- 4- ALL r o-4- U►1L S i•IOTED, 41 "� E�S.II4t W/ ' ' Vi -t , � Ls -1YPtoa t•- U .:.i D. P "i /lit Lx1e'sI" (";G I' sPAGG Tb EgTre Jb Mltl. N2' P-456vL 5IN1 J tz.5 FruwzIG ap.. nn* am N 1 N 4 -o ec.. -tYp ado. 2x ton9 D -ek-K* rte 14A-it.„ W f 'Lod E. . GJb 1'27 - rczu RrJrr - Fg rir I I'ftl7/!DE CO+,it A. FreWF �F1F�'1lI I6 PL ILiu� C !< " OG. I - k(. Ix6 RS CEDAR FAj,CIA tll/ CONT. MTL JtTER ExT. WARM WALL s - 2x6 STUDS 44" O.C. OvE R -I9 MATT INS. W/ VAROR ISARRIER 1 M 1 ill. / Iu k RATED yN n111Jrs ( Fuld rte. FBL k1 t! s4 I 1 t 14&t � OZ. t t."`. - ALL E; 1 'E IOr'2 Ad1S PATE PT �E 1/1 ►b€2 TfP+trt: F oUrJ��+ lial t PoreiS NOTES, I.4.LLL BYTE-0_1012. kJM.1f' re E 6. COI Rt1L At Gp 4 .J/ THE M � Pttza T�} 1 I 15t � � , P p DG• � �? U.Q 4IJ SHEET " • SPEfJPtf<b Ft1P11 L L 2. INTERIOR UALLS TO dE 2.4 GON$TRUCTION 1TrICAL Ex DEPT ; PL DING;, ! GA>E jSEf'AR3TIC 1 ,C, i LJS 13 3rEM WALL GRADE - \ 01 614 ;:4 Ti p 13AStMEN7 sLdT) 15titi232lti ?11rl t i li � I 'k!t �I G1Jgi LTA ATE gL b 0Y W2. x fJ 2 - e tzt t2 cdht>lLL J ' 2xb," T. MUGNILL Ul/ S/ DIA. x 10" AB o.c. 117, ur. Fria. tNk -IAL 151e1<Ak cc c. . ALA13 OVER " e.Wg J M. i � J �.a6 �Ft - Im RIGID INS. , ipl:RIMEtER -4 `/!. t &. Woe- W AL-r IJ�1ac I - ■ cckt. �dli T i tYP. 5,4stMENt sL4 %,1111 ��✓u�i I I tl�Jl l a.Si °a l ox w5t)L. gg��JppPpppR f rm UM PLAN• aT2�2 FIOa1Z. � o'h-- 1,1T�E4-1 �aPLIC�. 2x6' CLEAT (t4. 410E) OR 31FIP90r1 MiL TIE (PC TYPE/ 4x6' SUPPOF T P0ST Eb G}Z pJ EYrEt, r 1 A>gI. EPMT4-I "9,a FELT TTFE A 1:11.7JI - r - F11-1 02 Pb GRADE CONC. T=IER-PER FLAN MIL vISOUE RECEIVED tit CITY OF T17KWI[A t- =1 .,ho't IAM bEt, lL 1- 7. 11 J PERMIT CENTER COE�YFIIo i .. . IN 101110110111111 I I I CRANE OESIOPi, INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET - SUBJECT TO CRIMINAL PROSECUTION. 15' (MAY VARY - SEE PLANS) coJrl►JUouS PEA.nova oR 5 2s B EAZ J N R Fsg NEG TION LIO 3E-E. PL s*,..l F )ETAIL `A' 'CONTRACTOR NOTE - All Dim•n•ione She( Bo Chocked And Vorlllod Prior To ConnructIon. III. . '{U ,° A pA TYVEK, PELT SIM. APFiOJF_D ',Art= MA,021EJ2 OvE12. '2xu ".3n)D IIAL.L. SOLE PLATE NAILED W/ 16d • 8' O.C. - STAGGERED, PROVIDE $LOCKING • RIM JOIST RIM 1 FLOOR JOISTS AS PER PLAN PLY. SPLICE SHOULD BREAK ON COMMON MEMBER 8d • 4' O.C. • SOLE PLATE, RIM JOIST t TOP PLATE DBL TOP PLATES 2x6 STUD WALL B ATT INSULATION (TTP.) 518'x10 AB.•36'O.C. 2x6 PT. OF. MUDSILL 8d • 8' D.G. #�} CE.F30 2 Corr. 1-1Gt21Z. c I/.'o.o. <} \' T e Its" O.G. 1.1/ ALTe2ZI- Y N MK 2› (lamb WALL W/ R-11 IhISULAYIOI.1 -4- 'SL .b W/ CAxCp - k1SI k Wa.1 W.W,rq, okl 4' FILL THERMAL BREAK R -10 RIGID INSULATION 2 - °4 DIA. CONT. 3' UP - 311 IN • NOTE: I E I A NEIv- IT 3 .W 3D ACnvL' MP 0 SLAz AT IIJTEIZIOEZ E{.EV, UIUL.Pt-", F�rolt.lF IZE.17 C rhiLS i'EOVIDW FOUNDATION / RETAINING UJALL (le' TO 4-e ' 1401 Uu PONY WALL) ( I PFt ES HAII.EC) :UG; UP TV, Fu W/ I(Pd 6 -1- oz, 518' DIA. x 10' AB. • 48' O.C. -.3 STORY (WHERE PLYWOOD USE 515 DIA. xle BOLT • 32' O.G. WI 2x4 P.T. MUDSILL) • 127r OF orri-t WALL 6E'(0 - - ex + TNICk J JEt, EGY4s. E Y • _ 1111 =1111= 1111— ii)i_ "E =1111= 4 cot-1 :TEb i -L 1- 1-1 —c,f1 r �_ II_ 1 11 IIII =1111= E =1111= C,J11t S rrnhlai r,' b4LJ ®GRADE BEAM At GARAGE ON- BEARING SHEAR WALL PT - ONTEIRIOIR �EARINcs. WALL oN sL�4B 2x6 STUDS • 16' CC • 3 STORY, 2x4 i I Y 2 STORY 4' CoNC. SLAB OvER GRAVEL FILL 1J /� ,0 4 ,4121 JUM. N�SiJ- , (o MIL. VISOUEEN W/ I' SA ND OVER • LIVING AREAS 2 •4 DIA. 3' UP 2OR3''DOILN @T R BRICK COLUMN AT ENTRY CRAWL SPACE OR BASEMENT p 012- b "_ SEE PlA>J� WOOD STUD FRAME WALL SHEATHING I' AIR SPACE (25) NON - CORROSIVE METAL WALL TIES SPED t0 45 Nor TO SUPFtILT Orr' Mom- - n-1, 4 4-1 2 Sea Fr e J of L - ro u1 _ ",cc. . I CIO WOOD JOIST SYSTEM 3' 1-1 1 0 MUhj (1)- 1 4 . T1E;D - 1719 ac- SOLID GROUTED CORE 4' x 8' x 2' BRICK I GA. Wige. Ties 11.1 eeo JOIIJI I- AGGI?.a -5 I � C it I - la " OG. V T1&' I . 04J EcTIoN 11 I°I' — SEAL WITH TRIM OR CAULK FLASI-IING 318' DIA. WEEP HOLES 2' (1215) C.C. MM cS r T 2, MAS✓>IJRY e 12_ o. C. VEtzrrAL. GO' O 5 MItJIl -jUN1 RECEIVED CITY OF TUKWILA . �, MIJIMUNI a," .S MIT C COPYRIO 1f© LLEri-T i - - -`fl CTW+E DE!.3)(151, INC, RESERvE9 AIL LEGAL RIONCT9 TO tAATETM,,L ON THIS vaEET - 9U&JECT 10 CR F=T'OT£CVTYY4 GENERAL NOTES:. 1. CRAW.. 5P ACE vENi!LATION, ruNir11I1 NET AREA, 1 SO. Ft. FOP EACP 150 SO. FT, OF FLOOR AREA OPENINGS TO DE PLACED AS CLO15E TO CORNERS A_5 PRACTICAL AND SHALL PROvIDE CROSS VENTILATION CN AT LEAST TIUO OPT SIDES. UDC SEC, 2 .-1 ,. CRAILL SPACE, UNOD81RUGtED ACCESS, MIN, 18'x2•', SEC. 231'1,? 3. ATTIC vENtILAtI(..�J, I/150 GF ATTIC AREA OR I/30c IF 12 IS IN SOFFIT AND I,'7 15 3' ABOVE PLATE LINE. UDC SEC, IBS, S 4. AT11C ACCESS MIN. 22'00' Wt1H MIN. 318' PEADROC• LS PEADILT ACC E591BLE OF ENING. SEC. I` 4• I uuC. 5. IN RCCI NCt PRC'vIDED :QITN AN OPERABLE 'WINDOW CF 15 SOFT. oR GREATER A MECHANICAL VENTILATION STSTE'M, GArALfLE Cc PROVIDING 5 AIR CHANGES PER HOLM. SHALL DE F'R.C'vIDED. SEC. 1203 UDC. 1,. VENT DR BATH FANS, AND RaNGE9 TO THE OJT5IDE. 1. GARAGE AND POUSE CCCUPANCT SEPARATION MIR 1 PR TAPED AND FINISHED. 5ECTICN. '' 7 2 . 4 (S) »r, TABLE'3-pUBC. GARAGE AN0 BASEMENT SUPPORTS TO BE I PR (5/8' TTF'E 'X' OR EOJAL GIm. D) a. TILE FcR ,PALER 9NALL BE 6' ABOVE FINts FLOOR WITH WATER RE915T ANT BACKINGG, EC,1 55 IN EVERT SLEEPINY, ROCrt 514ALL HAVE A 1INIMlt1 NET CLEAR CT-EMI CF 5.1 510. FT. THE M!N. NET CLEAR OPENIP HEIGHT DIMENSION SHALL 9E 74' MIN- NET CLEAR CPENNY, '111DTu D IT OF 10'. BO TTOT•'{ CPENINY SHALL NOT BE MORE TURN 44' AD0'4 FLOOR t . FI,F En ACE CODE Cct'1PLIA.NCE PER UDC, CHAPTER 'J,1 -B,AND LOCAL DUILDINr, DE ^t, ALSO REDAR A9 PER SEC.'b1o2 11. HEARTH ExtENSION, • I 5UALL ExtEND At LEAST 16' FRCt-1 THE FPCJT CE, AND At LE•t9t S' DETCND, EACH SIDE OF 114E FIRE PLACE OPENING. WHERE TuE EIREP_ACE Cr rN IN', 15 6 S. Et. OR LARGER THE HEARTH ExtENSION SHALL ExTEND At LEAST 2o' N FRONT CF, AND AT LEAST 12' DETCND, EAc 1 SIDE CF THE FIREPLACE OPENING. CCNC. CR MAScNRT N JSt NOT BE Ur OATED C*7 WOOD FRA!-11141 12. AP•LICaTICN AND !N6I4L,ATIC•4 C NSULATICN AND v:, rCR BARB c'3 5- ALL yITH THE I'1 STATE CF 'LA.50 ENERG r CODE. 13. GL- 11Pt', N CC* . '_LANCE :L'Itu 9Ec.2Ae:p, utc STANDA NO. .2 •: C`� 5 9ArETT GLASS L ENCEPTIGN9 ARE A5 CUtL.iNED N SEC- . 240U, 'JCC, GLAZIN, Iv LCATIC'-4 S:DJECT TO H&J IMPAct $UCU AS GLASS C•• DCCR5, GLAZING WI1uIN 11' C'1 EITHER SIDE CE A DOOR CrENING. GLAZING CLOSER THAN IS' TO A °LCCR ti rLER DOC °^ AND T. ENCLC5JRE5 9 . , TET1F•ERED GLASS, LAMINATED SArE GLASS CR,SUA TIER R£5157AN1 o A9TIC,o , 41,. t hGl.+rer -t t� 5•• -^ G,S ' r �,�w'1. 15, SLIDING GLASS DOCKS 10 BE SAFETr GLAZING, LAMINATED. CR TEmr-SPED GLASS. 't. 5= K7JC.R ENCLO5URE5 Su ALL DE •F•,...ROvED WIRE PEIN ORCED, TE'1PERED CR LAMINATED SLTETT GLA55 OR SHATTER RESISTANT PLASTIC. SEC.24LkDL113C. n. GL•tZI'rG W'ITu N 1 8' r •L CCR AND GREATER TIJAN IN LEAST 7.7.I1 ,WALL IT"'Ac: LOADS. SEE P'_ =.N S. SE C.2.4Gt'r AND '„_C 91ANDAr' (RECD ALSO • PJDL1C 3TAIR5). D. AL. Ex T°_QICQ'WALL GLAZ;W, 9NALL BE DO.BLE :,LAZED . :ND CCr ^_T 'DITH THE !° WA9u!TY�TCN STATE E'.E?31 CODE., 11. TREATED WOOD / 1EATI:E.R PER U°! SEC. •/1,11 , UDC STANDARD 2b• I 2C, TH19 OFFICE 45513 NO RESPCN91BILITT A9 TO THE PHT9ICAL CHARACTERI9t1C9 G* :'- SC'L. NCR DOES THIS OFFICE VERIFY iHE•ACCURACT CF TPE ENGINEERING DATA SUPPLIED BT CTLEP9. .WERE SOIL APPEARS 10 BE CF POOR QUALITY, A SOIL ENO. REPORT ' BE SUPPLIED BT CLIENT. CRANE DESIGN HAS TAKEN EVERT EFFORT TO ENSURE THE ACCURACY CF ONE ATTACHED DRAWINGS, HOWEVER It 15 THE RE5PCN5!BILItT CF TuE CONTRACTOR t0 CHECK AND vERIF-r ALL DIMENSIONS. 11. THE ATTAr_HED.PLAN9 ARE THE pRoPERTT cc CRANE DESIGN. INC. ANT REF'RODUCTICN GF THESE: PLANS WILL vICLATE CCPTRIGNt LAWS, THE HOLDER CF TL DRAWINGS i'U9T PAT A FEE FCR THE USE CF T-E MATERIAL tuERIN OR BE SUBJECT to LEGAL ACTION 5r CRANE DESIGN INC. ENE ACC NOTES: ENE. T NOTES PER 15S4WAS44INC,ToN STATE ENERGY CODE, rROVIDE AND MINIMJ' ADDED INSULATION LEVEL or R -35 CEILINGS WITP ELECTRIC RESISTANCE ,EAT R -3• CEILINGS WITH GA9 NEAT R -30 VAULTED CEILINGS R -I9 WALLS R -19 FLOOR-, OYER 1NuEATED SPACES R•10 AT ,LAD PERI.iETER INSTALLED HORIZCNLALLT 74 UNDER SLAB, u•.,EN CC'JCRETE FLCCP3 ARE WITPIN 17' OF GRADE. ALL GLAZING SHALL DE DUAL GLAZING AND 5C. FT. OF GLAZING SHALL NOT EXCEED 21♦ GRC59 FLOOR AREA FOR GA9 ( NEAT PUMP • IS% FOR ELECTRIC RESISTANCE. ALL OPENINGS AND JOINTS IN EXTERIOR WALLS SHALL DE SEALED, CAULKED OR t1.EATHER9tRIF:'ED AT LIMIT AIR LEAKAGE. AN APT='ROYED vAPOR BARRIER SHALL BE PROPERLT INSTALLED IN ROOF, IN ENCLOSED RAFTER SPACES, FORMED IJLIESE CEILINGS ARE APPLIED DIRECiLT TO THE UNDERSIDE Cc ROOF RAFTERS, ALSO N EXTERIOR WALLS. INSTALLED L' MIL VISOUEEN GROUND COVER, LAPPED 1' -O' At JOINTS AND EXTENDED UP (O FOUNDATION WALL (REQUIRED At ALL CRAWL SPACES) iJvAG Et'JIPMENi SHALL BE SIZED NO GREATER tHAN 1759. OF DESIGN LOAD' AND A MINIMUM RATED OUTPUT OF 15x, THERMOSTATS CONTROLLING HEAT SUPPLY TO MORE TU!AN CNE ROCT1 SHALL LAvE A HEIGHT SETBACK FIREPLACES SHALL BE PROVIDED WITH A TIC,UTLT FITTING FLUE DAMPERS. D. READILY ACCESIBLE MANUAL CR AUTO CCN'TROLS. S 5HALL HAVE A FLOW CONTROL DEvICE TO LIMIT FLOW TO A I , C` t ', "ER 5,10i1Eq PEAR. WATER HEATERS ARE REOJIRED TO DE LABELED AS CCMF'LTING W/ . I'ECA I ^a1 ELECTRIC WATER HEATERS LOCATED IN 1J11.IEAtFc SPACES SUCH AS GARAGES TO EE I' CN AV !NCO 1rRE59IDLE INSULATION (R.10 MIN.). •c TAACto9 NOTE - M Dlm« ..0,1 3rw! N CN•ck.d And VwiM1 Pr)or To Con•tructb STRUCTURAL NOTES: I. DESIGN LOADS A ROOF LIVE LOAD 15 F'9• (TOTAL LOAD 3 °_FrWIT'LE 45 F':f) D. FLOOR LIVE LOAD 40 PSF (TOTAL LOAD 50 E'3•3 C. SEISMIC ZONE 3, v•01•11.1 D. WIND LOAD 11 F'9F E. SOIL SEARING CAPACITT 14,0E o s A55, 90IL E'E"CR- cEC 0. C•„ ANT CJESTI✓'N:.DT E SOIL, 7. FCtt DATICNS A ASSU' MAx SOIL BEARING CAPACiTT ?CO,' P9 UNDI5TUE'T;ED Cf'. D. FOUR FCI.NDAtICNS ONLY CN LNDIS'JN'T)ED SOIL. (vERI'''' C. UNDER FLOOR 9L CO'-ACT FILL TC ^- -SIN MMO, 3. CCNCRTE A, FOUNDATIONS AND FLCC+R SLAB CONCRETE SHALL BE EOJAL TO (75C0 WATER 1O CEMENT RATIO, 5 -1/7 5AGK.5 cF CEMENT PER CUBIC YARD CF CONCRETE AND 4• -3/4 GALLONS WATER PER 54 L. SACK Or CEMENT- 75oC R5! A49,1 :ED CO• STRENl1TH At 28 DAIS, M SACK MIN /CU. TO. B. MINIT911 COVERAGE CF STEEL, 3' BCTtG I. 7' SIDES, I -!;4' ILALLS. '' - SOIL. SEE CODE I.L`-IERE SOIL NO PROBLEM. G. Sca.1, l•( -Ear Ft-'310 P'' 'iUtiC - AS } r=h 1, REINFORCING STEEL A. ALL REIN•FORCINGSTEEL u ALL BE DEFCR•:ED, INTER-tEDIATE !a 1^E, EEMLLET 57EEL• A31T1 AJ,IS•17 GRADE 40, NEW. CLEAN AND FREE O. DIRT. D. SRL ICES, !) -IERE LOCATED AND APPROVED SHALL DE A rl•:1 CE OR 30 BAR CI4 - 1ETER (CONC. • 20E0 PSI 20 DI4.1 C ALL REINFORCING SHALL DE T!GPtLT TIED AND SUPPORTED :GIN, D. WELDED WIRE MESH SHALL BE ASTM•AT85. 5.Un^D A "ER R U(SC M ;-JCTuRAL TEL 11. 4` - It1i1°112. "i " O 1At3t ;l', 23 -1•A -1 (1994 U13C) 41 R 1?R 10 U'Ai11,E 23-1-A-4 (1994 17 NO ES (;SCE r I£'" - L_ V• ?b•I_4 :1 LAgLA "}4yC . USE 1•F•v7, v3 CR EQUAL (v!SUALLT GRADE WESTEFN SPECIES). En• =CC PSI F ^"3 CR toy rr-9: WITH ExTER1CR GLUE OR IF SHEAR TTF'E ;:E L ; MAT USE 1cs -Y3 OR EC•JAL Fb.14811)0 931, F'+•165 E 5EE PLANTS FOR PLTILY'OD. ALL 9TR-JC^JR.AL STEEL 5' CE A9tM A36 NEW. CLEAN AND ERE OF RUST, PIPE COL- n_,ALL BE A.97 , ,53. C A:;E C CR A^CL. A36 STEEL. (ALSO.) 5,RWC7uRAL • RA,..•�i A. GRA`TUG tC EE IN C7 1PLIA.`JCE WITH ::(3C 9EC,IVIO5EC.2305, 13 ) . FEQOvIDE NAILI•<, N ACCORDANCE 'WITH PLY SCHEDULE 23 - I -Q NOSE) StRJCTU?AL E`i. Sr'EC5 TAKE FE:'ECECENCE OVER MN. NAILING SCHEDULE A,*D ON GENERAL SPECS, C. PRCvIDE SOLID BLOCKING AT JOIST SJ' 'CRTS AND DEARIND PARTTTICNS. (ALSO CO!`1PLT WITH SECT, 1h0'v.1 D. P`2OYIDE BRIDGING OR BLOC) NC, AT MID -SPAN CF ALL SPANS OVER 8 FEET, E. USE APPROVED JOIST HANGERS U.NES'E •EoUIRED. QRIDGIN's iF CE)L Tt.t. 1 TNI G• ROOF T13JSSEST SIZES TO BE VERIFIED, DETAILED MD FABRICATED BT tRJ59 MA.Nt,FACTURR. INSTALLATION AND BRIDGING SHALL DE PER t14M FACTURE. "5 9PECIEICATtcN9 ANC INSTRUCTICN9, ALL TRUSSES DESIGNED MUST BE STAMPED BT LiC. WA - STATE PE. CARE MUST BE TAKEN DURING ERECTION BT BUILDER TO NOT OVERLOAD T"-155E5 W'TH ET- JILOTN.G!mai I To ADEOJATELT' BRACE TRJ95ES. I. 9 TJD WALLS A . USE 2.6 STUDS Al 16' O PER UBC 1cAt•, 2•G3, 232Ce B. DC'JDLE TCP'F'LATES SUALI HAVE JOINTS 5tA GERED NOT LESS. THAN • FEET MN. NAILING OF 8 -Ibd • •8' MIN. LAPS •. EACH SIDE OF JOINT L'rbo • 17' CC. BE flI EN PLATES FOR ExT. I TNT. Lc WALL (2 1 3 STCRT 5 ROOFI ArE'LT ROOFING IN ACCORDANCE WITH ;B . 9EC.lyO aj B. PROvIDE ATTIC vENTILATICN A5 INDICATED CN ROC FRA - :.1•15, 1 SECT I•',I7' SHEAR WALL SCHEDULE: MLR t0 STAMPEID CALLS OR 5C OF 5 Kam› MO?E 5, 1 . ABOVE ALLOWABLE SPEAR CAPACITIES APPLT FCR 1x FRA - 1114; 9FSACED NO rIOPE THAN 16' O.G. ,. tU -+ERE APA SHEATHING 19 APPLIED ON BOTH FACES CF A WALL AND , 'AIL SPACING 15 LESS THAN 1' OC. ON EITHER SIDE, PANEL JOINTS Su ALL DE OFFSET TO FALL cN DiFErtENT FRAMING MEMBER, OR FRAT"11NG SHALL DE 3. NCr11NA.L AND NAILS ON EACH SIDE , SNALL DE STAGGERED, ALL SHEAR WALLS N TALL Gc oR1 To UDC SECTION 2'SId RCUIREMENTS. 4, ALL EXTERIOR WALLS WITHOUT A DESIGNATED SWEAR - WALL NAILING SHALL DE APA RATED SwEATPTNG OvER 2. STUDS • I6' O.C. Wttl -I eNI COPIMC*1 NAILS • 1' O.C. Ai SHEATHING PANEL EDGES AND 12' OC, At INtERT FRAMING MEMBERS. SHEATHING PANEL EDGES SHALL FALL ON 271 STUDS. ANCt.> DOLTS SHALL DE STANDARD ')-DOLT' WITH A 4d RE11JRN, CR A STANDARD 'L -DOLL' WITH 11d ExTEN5101. ANGUOR' DOLTS SHALL DE A 3L STEEL OR GETTER, MINR CONCRETE SIDE COVER 9NALL BE 2' u14E*JJ ExPOSED TO u,EATWER 3' 111 EXPOSED TO EARL -) ' �. USE' IR' C -D, C -C STR JCTURAL II , PLTwtOD PANEL S IDING (INDEX 24/0) OfR 1/16' AP4 4 EATNING 'WIts,1 THE SAME NAiA * WITHOUT REDUCTION DE THE. ALLO.0 LE SWEATS (SEE ARAN, PLANS AND /OR'GENEYtA L NOTES). 1. 3/81 C -0, C.0 STRUCTURAL 11, rt.-nova:, PANEL SIDM (!NDE) 24/0) MAT DE USED PROVIDING THE ALLOWABLE S HEAR IS .'EDUCED BT ITZM (SEE AR'CN.' AND /OR GENERAL NOTES). NAIL 2.4' CR 7.6' SOLE PLATES ID/ 16d AT 12' OC. (UNt J, T. ON EXTERIOR WALLS 54-IEATNING ,+.ALL LAP Rim' JOIST OR ELSE INCREASE SOLE PLATE NAILING. 1O ILA AT 13' OG. (UNOJ. 10. DOUBLE ALL TOP PLATES AND LAP At LEAST 46' AT JOISTS IW 8 -I6d EACH SIDE AND I6d AT NO MORE THAN 11' O.C. ALONG PLATE FOR EXTERIOR AND MAIN INTERIOR WALLS. HOLD -DOWN SCNEDULE: (NOTE I) INDICATES .4PAHD77. ETiBEDDED IN CC*TCF TED, NAIL TC (7) 7. STUD WI)N 14 • led NAILS, INDICATES M9tA96 STRAP TIE. NAIL TO T. SCUD WIlN 76 • 10d NAILS. INDICATE, uCSA, EMBED 3/4' DIA. ANCHOR BOLT 14' INTO CONCRETE (OR USE 5TAB20 At, WITH 26' MINIitU 1 EMBEDMENT). BOLL TO (1) T. STUDS WITH TWO 3I4' DIA. MAC4IINE BOLTS. INDICATES UD1A, Et I -i /8' DIA, ANCNCR BOLL 19' INTO CONCRETE (OR USE STIB28 WITH 24' MINIM4-1 EMBEDMENT), BOLT 1O (1) 1x STUDS WitI THREE 1/8' DIA. MACUiNE E INDICATES LD3• EMBED I.1 /8' DIA. ANCNCR BOLT 25' INTO CcNCFETE, ETOLT TO 1 STUD WITP T.•R__ 1' DIA. MACUINEBOLTS. ALL' NOLD -DOWNS REFEF.ENCED MANLFACTURED BT '5IMP9CN STRON5-tIE COIIPANT, INC.' LOLD•DOUN9 OF ECU!vALENT CAPACItT BT OtNER rANUF.ACTURERS MAT DE USED, ALL POLO -DOWNS SHALL BE INSTALLED PER LATEST MANLLACTURER'S SPECIFICAtIGN (SIMP9•CN CATALOG C- 971-1-I), SEE PLANS FOR LOCATION AND 'N•SIALLAtION DETAILS, FOR ANCPOR BOLL INSTALLATION FE00IF'EMENT9 SEE NOTE 5 AT SHEAR WALL SCHEDULE. EL R_DIAP�IFX 1i Mlwt 19/37' TNICKNES9. APA ,RATED' TONGUE • GROOVE SHEATHING WITH IOd NAILS • 6' O.G. AT SUPPORTED SuEAtUING PANEL EDGES AND 10' O.G. AT INTERMEDIATE F R�`IING MEMBERS (SEE ARCH. FLANS AND / OR GENERAL NOTES •CR REC'5.). SPECIFICATIONS: CC110EEIE_NND_5tEE -5F CIE!CAIIC*i51 USE 25EE r5I CC•+CE'EtE SPECS At 70 DA1 t,arTAPSI t'1AT DE USED But RECOT^^ENDED NIGHER STRENGTH, 7. USE A9m, A619• OR EQUAL GRADE 40 REBAR LAPPED 30' MINI At SPLICES, CORNERS 1 INtERSECtIo IF 1 pCE P91 CONCRETE, LAP 40 DIAMETER MiT1 G L U_LNI_H E A'1_, P E C IE(CA_110B 9M 1. FOR LC*G SPANS, USE 14F -v1, v3 OR EQUAL (TABLL"2 PART A, UBC11°14v19UALLT GRADED WESTER) SPEC:EST, 1, r91, Fv • 155 OR Ib, PSI 1 Ex1ERIOR GLUE, HANIFACTURER MUST CLARIFY IN IIRItING TO GLU•LAr1 SPECS PRioR t0 1.0RECt10N DN )OB. 7. uJJERE uAvE SPORT SPANS (SPEAR BEAMS) USE 'or - OR EQUAL WITH Fb • 100E 99i AND F • I65 PSI AND OtNER SPECS SIMILAR TO 9 ABOVE: CIr4 e EiVED t;K q ECRtiA ILTACIVF. L- D_ 80 of_0LCcF3_ YR. IS9E5J.t iCLunkr ,Ci1L12EB..Sx59E5..EICA. I. TIE TF\J39 MANUFACTURER'S 4ALL PROvIDE ALL DESIGN AND ENGINEERIN WITH WA5PING "ION STATE PE 5TAMP ON DESIGNS. ' DURING ERECTION OF tRJ95E5,'THE BUILDER SHALL TAKE CARE TO ADEOJATELT BRACE TRUSSES I AL`,O NOT TO OVERLOAD THEM WITH ExGE'5g BUILDING MA3 I L5. r CEN,rER • CO('YRIOHT (U CONNECTION Na _ t , M „ J L Joist to sill or girder. toenail Rd 2. Bridging to joist, toenail each end 2 -Rd 3. 1" x 6" (25 mm x 152 mm) subfloor or Ieaa to each Joist. face nail 2 -8d 4. Wider than I" x 6" (25 mm x 152 mm) subfloor to each joist, face nail 3 -8d - 5.. 2" (51 mm) subtloor to Joist or girder. blind and face nail 2 -16d 6. Sole plate to Joist or blocking. typical face nail 16d at 16 mm) r.c. Sole plate to joist or blocking. at braced wall panels 3 -16d per 16 mmj 7. Top plate to stud. end nail 2 -16d A. Stud to sole plate 441d. toenail or 2.16d, end nail 9. Double studs. face nail 16d at 24" (610 mm) o.e. 10. Doubled top plates. typical face nail ' I 6 at 16" (406 mm) o.c, Double top plates. lop splice 8 -16d 11. Blocking between joists or rafters to top plate. toenail 3 -8d 12. Rim Joist to top plate. toenail Ad at 6" (152 mm) o.r. 13. Top plates. laps and Intersections, face nail 2.16d 14. Continuous header. two pieces 16d at 16' 1405 mmi n.e. along each edge 15. Ceiling joists to plate. toenail 3 -Rd 16. Continuous header to stud. toenail 4 -Rd 11. Ceiling joists. laps over partitions. face nail 3.1fal IR. Ceiling joistt to parallel rafters. face nail 3. ipl 19, Rafter to plate, Toenail 3 -Rd 20. V (25 mm) brace to Both stud and plate, face nail 2 -8d 21. 1" x B (25 mm x 203 r sheathing or to to each fearing. face nail 2 •Rd 22. Wider than t" x 8" 125 mm x 203 mm) sheathing to each bearing. face nail 3 -Rd 23. Built -up comer studs 16d at 24 mm) o.c. 24. Buitt•up girder and beams 20d at 32" (813 mm) o.c. at lop and ' - - . bottom and staggered 2 - 20d at ends and at each splice 25. 2" (51 mml planks 2.16d at each bearing 26. Wood structural panels and particleboard? • Subfloor, roof and wall sheathing (to framing): (I inch • 25.4 mm) lb" end less 6d7 1v /17' 8d' or Gds 7! " 8d7 I I /g'-1 t/4• 10d or 8d Combination subfloor- underlaymenl (to framing): (I Inch - 25.4 mm) 3 /4" and less 65 ' / " - I • 8d5 I I t 4" I Od or 8d 27. Panel siding (to framing): 1 /2" (13 mm) or less 6d4 5 /x (16 mm) - 8d6 28. Fiberboard sheathing: / (t 3 mm) No. 11 ga 6,11 ' No. 16 ga.' 25 132" (20 mm) No. II ga.t Bd. ir,____: No. 16 ga. Interior paneling t/ , 4dln Sit t Ott i I L,HANE DESIGN, INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET - SUIEUECT TO CRIMINAL PROSECUTION. 23.1-0--NAILING TABLE 23.1-0--NAILING SCHEDULE t er m on or boa oat mar be used except where otherwise stated. ZNiI)t ditaced et6 inches (152 mm) on center at edges. 12 Inches (305 mm) at Intermediate supports except 6lnche . (152 rhm) at ptl 1uports where spans are 48 Inches (1219 mm) or more. For nailing of wood structural panel and • psititieboud diaphragms ihd shear walls. refer to Section 2314.3. Neils for wall sheathing may be common. ho -i Cothmon or deformed shank. ;C dmmori, Ptfotened think. 2 Cprrgsfon - rts)stanl'sidinp or casing nails confarming to the requirements of Section 2325.1. Fetlenerit spaced ,3 Inches (76 mm) on center at extenor edges and 6 inches (152 mm) on center at intermediate sup- - porti- BCortrt IorrJJ- it:slitcnt roofing nails with 'f ig- Inch - diameter (II mm) head and II/2-inch (38 mm).length for I /2-inch (13 mm) iheathingand I / 4- ineh( 44mm) lengthfor J2- inch( 20mm) shea thingconformIngtotherequirements of Section 2325.1. 5 Cdnnsion.re:sistantxiaples with nominal lit kinch ( i I mm) crown and I lig - Inch (29 men) length for 1/2 -1och (13 mm) sheathing ind It /2-)nch(38 mm) length for /J2- Inch( 20mm) shuthingconfonoingto the requirements ofSection 2525.1. •°Panel guppirts at 16 Inches (406 mm)120 (508 nem) if strength axis In the long direction of the panel, unless .otherwise marked). Casing or finish nails spaced 6 inches (152 mm) on panel edges, 12 Inches (305 mm) at inter- mediate supports. 13 Panel supports at 24 Inches (610 mm). Casing or finish nails spaced 6lnches (152 mm) on panel edges, 12 inches (305 mm) at Intermediate supports. 1"EC 4ANICAL: SOLID RJEL 5U)c -4)NG APL )GANGES 1- IEAT)ho B. Fuel burning equipment located outside the building envelope shall meet the provision of Section 601 U3`1G. Ductwori4 location and source of combustion air, references Section 602. 603, 604, 606 U3 D),.000- OCONTRACTOR NOTE - AU Dimensions ShRIl ile Checked And Verified Prior To Construction, Soild rt,s1 burning appiancee Include air -tlgt-t stoves, Or places stoves, room hmaters!ftreplacers stoves, ractorty -built fireplaces, and fireplace inee -te_ Unless otherwise adopted by King County, all said Fuel burning appllances shall comply with the provisions of Section 304 IIIIC. Each dwelling unit shell be provided with heating raetiities capable of mafntalning 1054E Al. a point 3' above the floor in all hab(teble rooms when that outside toomperature to as set forth in Section 302 I115EC_ Section 310.11 U.E.C. 4. Fuel burning equipment located within the building envelope (constructed under the WSEC.J shall obtain combustion air from outdoors, meeting the provisions of Section 101.1, i0_2 Uric. NOTE: BUILDING .. NVEL Otx The elements or a building which enclose conditioned spaces through which thermal energy may be transferred to or from the exterior. Section 201 L1/..SEC. All warm -air furnace ehall•be listed and labeled by an approved agency and installed to listed speelPlcations, Section 304.1 WIC. Appliances intended For Installation in closets, alcoves or confined spaces shall bes no listed. Section 3042 U1`iC- No warm -air furnaces shall be Installed in a roost used of designed 'to be used as a bedroom, bathroom, closet or In any enclosed space with access only through buck room or space, except direct vent furnaces, enclosed Furnaces and electric heating furnaces. Section 3155 UMC- No warm -air Furnace shall be Installed In a closet or alcove less than 12' wider than the furnace or furnaces Installed with a minimum clear working space lees than 3' along the slderi, bath and tip or the furnace. Section 315.1 UI'lC_ Liquefied petroleum, gas - burning appliances shall rot be installed in a pit, basement, or similar location where heavier than gas might collet_ Appliances so fueled shall not be installed fn en above -grade underfloor space or basement unless such location is provided with an approved means For removal of unburned gas. Section 304.6 U11C. (Approval must be granted by the Buildina OFnetal. Heatfno and cooling equipment located in a garage and which generates a glow, spark or flame capable of Ingnit)no flammable vapors shall be metalled with the pilots and burners or heating el'- _marts and ewttcl a at least 18' above the floor level. Section 308.2 WIC. Fire dampers need not be installed in air ducts passing through the wall, floor, or ceiling separating a residence (Grauo R, Division 3 occuoancy) from a garage (Group H , Divlalon I occupancy )provided ouch ducts within the garage are con- structed of steel having a thickness not less than 0219 Inch (No, 26 Galvanized sheet gauge) and have no openings into the garage, Section 302.4 U.C. Warm -air furnace installations in attics or crawl spaces shall comply with Section 315 and 320 UN-C. Every appliance (dryer, range, etc> designed to be vented shall be connected to a venting system complying with Chapter 8 U1 Every factory built chimney, Type L vent, Type 3 gat vent or Type SW as vent shall be installed In accordance With the terms of its listing, manufacture's inst- ructions and the applicable provisions of Chapter 8 UJ`1.C. vent connections shall be installed within the space or area in which the appliance is located and shall be connected to a chimney or vent in such a manner as to maintain the ciearesnce to combustibbs pas Section 815, and Table 3 -C, UMC_ DUCTt110K- A. Duct systems shall be of metal as set forth In Tables Nos. 6 -A, 6 -5, 4 6 -C or ractory -made air ducts complying with Chapter 6 U1 B. Joints and seams Shall be substantially airtight, Section 6015 Table No. 6 -A (rectangular ducts) and Table Nob-I3 (flat, Oval, and round ducts), Ufi.C: C. Installation or ducts shall cofiply with acetic,' 603 WIC. D. Duct Insulation shall be Installed ice a ccordance with WBEC. Table 4 -16. GENERAL- I. PILOTS, BURNER. HEATING ELEMENTS SW) C 3 E8 Cr THE FURNACE AND P.W. SHOULD eE A }11NIMUM OF 18' ABOVE THE GARAGE FLOOR THESE SHOULD ALSO BE PROTECTED AGAINST ANY VEHICULAR COLLISION. PER U.M.C. SECTION 308.1, 308_2 2. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITH A NiGHT L iGHT, DEADBOLT, OR SECURITY CHAIN MOUNTED AT A HEIGHT OF 48' MAXIMUM ABOVE FINISHED FLOOR SECTION 1004- U.S.C. 3. ALL WOOD IN CONTACT WITH CONCRETE CR MASONRY SHOULD BE PRESSURE TREATED WOOD AND BRANDED B'i' AN APPROVED AG -ENCY. SECTION 2311. 2 4. LIVING COM CEILING IS 24• ABCvE_ HALLWAY WHICH LEADS TO SLEEPING ROOMS, A SMOKE DETECTOR WILL BE INSTALLED AT THE HIGHEST POINT. PER SECTION 310.9_! A UBC_ 5. RECESSED LiGI -)T1NG FIXTURES 51-ICULD BE LC_ RATED AND ENCLOSURE LINED WITH A la' GJ"iJB_ TAPE AND FINIS) - I_ PER SECTION 502_4_4. (1J E C_ 6. ALL DUCTS, PLENUMS, AND ENCL- OSURE THROUGH OR ALONG UN- HEATED SPACESIiNCLUDING- THOSE FROM GARAGE INSTALLATIONS), SHOULD BE THERMALLY INSULATED EXCEPT THOSE INSTALLED BETWEEN WALLS OR IN A SPACE NOT EXPOSED TO OUTSIDE AiR U?'i-G_ 3I9 t 320 1_ DRYER MOISTURE EHAUST DUCT SHALL NOT EXCEED A TOTAL OF COMBINED HORIZONTAL AND VERT- ICAL EFFECTIVE LENGTH OF SEC_ 504. 31., 504. 3 2_ U.M.C. 8_ 10. MASONRY F=IREPLACES SHOULD BE PROVIDED WITH A TIGHTLY FITTING FLUE DAMPER AND A READILY ACCESSIBLE MANUAL CONTROL. AN OUTSIDE SOURCE OE COMBUSTION AIR SHOULD BE PROVIDED WITH A DUCT OF 4 so. INCHES MINIMUM AREA AND REA- DILY OPERABLE DAMPER AS PER SECTION 402 OF THE WASHINGTON STATE VENTILATION CODE. REF" SEC_ 3102_ UBC_ 402. 3 9_ WATER IWEATERS LOCATED IN THE GARAGE OF UNHEATED FLOOR ARE TO )3E INSTALLED ON INCOMPRE- SSIBLE INSULATION_ AS PER SECTION 504. 2.1 OF THE WASHINGTON STATE VENTILATION CORE- HOT AND COLD WATER HEATER PIPES IN THE GARAGE SHOULD BE INSULATED WITH MINIMUM R -3 INSUL. WITH A FLAME SPREAD OF 25 CR LESS - AS PER SECTION 50311 W.SF.C. THE SHOWER SURROUNDS ARE TO EE A SMOOTH, HARD AND NON - ABSORHANT SURFACE NOT LESS THAN 10' ABOVE THE DRAIN INLET AS PER SECTION 801.1. 3 UBC. 12. GYPSUM WALL BOARD BACKING USED FOR TUB OF SHOWER ENCL- OSURES SHOULD BE Cr A WATER RESISITANT MATERIAL. DO NOT INSTALL OVER vAPOR BARRIER ON WALLS OR ON THE CEILING AS PER SECTION 2512 U.B.C. 13. AIR DUCTS PASSING THROUOI -1 GARAGE WALLS , FLOOR OR CIEING ARE TO BE NO. 26 GALVANISED STEEL WITH NO OPENINGS INTO THE GARAGE_ PER SECTION. 302.4, UB.C. 14. LANDINGS OUTSIDE TO BE NO MORE THAN I' BELOW THE THRESHOLD. I. INTERMEDIATE RAILS To BE NO MORE THAN 4' APART. PER SECTION 509. 3 UB_C. 16. STAIR HANDRAILS AND 14ANDGRIP9 ARE TO HAVE II/4' TO 2' CROSS SECTIONALS AND RETURN TO WALL. (CONTINUOUS) 11. 5/8' TYPE 'X' GJiJJ3. UNDER ALL SAIR WELLS AND DOUBLE LATER IF STRINGER SPACING IS MORE THAN 16'o.c. AS PER SECTION 1006.12 UB_G. 18. IF WATER HEATER 15 OvER 4' -0' IN HEIGHT AND HAS A NON RIGID 7 UATER CONNECTION, THEN IT iS TO BE ANCHORED AND STRAPPED TO RESIST EARTHQUAKE MOTION. AS PER SECTION 304 U.M.C. I. WiNDOW MANUFACTURER TO PRO- VIDE PORT HOLES iN EACH WINDOW IN EACH HABITABLE ROOM. FOOF 1_ ATTIC VENTILATION AS PER 1505.2/15053 UB.C. SEE VENTILATION CALCULATIONS PROVIDED. 2. VENT OPENINGS SHALL BE OOVERED WiTH CORROSION RESISTANT WiRE ME51-1 WITH OPENINGS OF 1/4 so. INCH DIMENSION. 3. ROOF VALLEYS TO HAVE 26 GAUGE GALVANIZED FLASHING AS PER SECTION 1402. 2 UB_G. 4. SHINGLE NAILS BE GALVANIZED STAINLESS STEEL OR ALUMINUM AS PER 'ABLE 15 -3 -2_ 5. COMP.7SITION ROOF FASTENERS AS FER TABLE 15 -B -I 6. 22`x30' ATTIC ACCESS TO BE PROVIDED FOR EACH SEPERATE ATTIC AREA WITN NO LESS THAN 30' FOR HEADROOM AS PER U13_C. SECTION 1505.1. ATTIC ACCESS DR. TO HAVE R -30 INSULATION MINIMUM. AND WEATHER STRIPPED. HARDWARE TO PROVIDE TIGHT CLOSURE. 1. TRUSSES TO BE DESIGNED AND STAMPED EY A WASHINGTON STATE STRUCTURAL ENGINEER. CALCULATIONS ARE TO BE SUBM- ITTED FOR CODE COMPLIANCE PRIOR TO FABRICATION OR PER- MIT ISSUANCE. TRUSSES TO ISE MANUFACTURED IN A PLANT THAT IS APPROVED UNDER THE REQ- UiREMENTS OR SECTION 1101,1_ EACI -I TRUSS SHALL BEAR QUALITY CONTROL STAMP, AS PER SECTION 23116, AS WELL AS MANUFACTURED PLANT NAME AND ADDRESS, DESIGN LOAD AND MAXIMUM SPACING. As PER UB.C' STANDARDS SEC.' 2326 8. APPROVED HANGERS TO BE USED AT ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO THE MAiN GIRDER TRUSS. TRUSS MANUFACTURER TO PRO- VIDE TYPE. 9- NONBEARING WALLS SHOULD BE HELD DOWN FRoM THE TRUSS TO BOTTOM CHORD WiTH AN APPR- OVED FASTENER TO INSURE TRUSS BOTTOM CHORD WILL NOT BEAR ON NON - BEARING WALL. 10. ROOF TO BE ANCHORED TO.. RE- SIST NET WIND UPLIFT LOADS. USE SiMPSON 'H' ANCHORS OR E OUI vALENT. 11. TRUSSES WiLL NoT BE FIELD ALT- ERED WITHOUT PRIOR BUILDING DEPARTMENT APPR.OvAL OF ENG- i'r1EERING CALCULATIONS. 12. TRUSSES SHALL WAVE DETAILS, AND DRAWINGS ON SITE FOR FIELD INSPECTION. 13. PROVIDE SCEENED BLOCKING OVER SUPPORTS. 14. SHADED AREAS FRAME OVER WITH 2x03 RAFTERS • 24 UN.O. FOUND4T!QN: I. GALVANIZED METAL FLASHING TO BE INSTALLED BETWEEN CONCRETE SLAB, AND WOOD MATERIAL AT EXTERIOR PORCHES AND LANDINGS TO RIM JOIST_ 2. CONCRETE PIER PADS SHOULD PROJECT AT LEAST 6' ABOVE GROUND UNLESS PRESSURE TREATED MATERIALS ARE USED A3 IS'ER SECTION 2311. 2 U.B.C. SECTIONS: I. ALL EXPOSED INSULATION , MATFRAILS INCLUDING FACING SUCH A5 VAPOR BARRIERS OR BEATHERED PAPER SHOULD HAVE FLAME SPEAD /SMOKE DEVELOPED RATING 5140ILN ON 25/450 OR LESS. AS PER SECTION 2602. 3 UJ3-C- COPY1I HT CUSFOM t DESIGN & STOCK PLANS TO f EORbEFI PLANS 1- 8ba -94A -5421 I - I i I I 1 1- NECEi b, N .�y� n�.J)LA CITY ; � E!t�w ,i'!N/ILA PERMIT ,CENTER `f ER 0 p W ti7 0 Q a >- 2 0 J U- Q O 0 O W 2 to W J 2 U) tr.1 65 fn 2 i- LL 0 Z 0 0 0 0 Q Q W Fs ( N'ALL BRACIr4C PANEL SCHEDULE A. plywood /OSB 3/8" x 4' x e' t 6d nail ger) 12" o.c(field) General Noles: (traced wall panel sole plates nailed to floor end top plates shall be anchored to framing above. B. GVJB - 112" x 8' x 8' (one bee) 5d eaolcr nails or wallboard nails 7" o.e• C. G ;Vi: - 1/2" x 4' x 8' (two faces) 5d cooler / wallboard nails 7" o.e, throughout Where Joists are perpendicular to braced wall tines, provide blocking under Ind to he with braced wall panels. 1 U. Structural Panel Siding 3 /8" x 4' x V Cmrrosiori resistant 6d nails at 6d c.c. (edges) 1 o.c. (field) • I 0 I N L A - t rAJ1EL E. F. One -story It braced panel Mr x 2'8" x 10' or lees Two -story sit braced panel 318" x 2"8 ": Iv or less Plywood or OSII (two faces) Nailing ed et 6" o.c. (edges) 12" o.c. (fold) Blocking required at ail edges. 2 anchor bolts placed at quarter potn Holdowns - 18001 at each end. Nailing 8, al 6" o.c. (edges) 12" o.c. (field) Blocking required at all edges. 3 anchor bolts placed at BM points. Holdowns - 300" at each and. .. C¢iANE DESIGN. INC. RESERvUB ALL LEGAL RIOW'S TO I ATERtAL ON THIS SHEET — SUBJECT TO CRIMINAL PROSECUTION. 4x P05TS OR (2) 2x STUDS • MN. It,' OC. I/2' PLYWOOD W/ 8d NAILS • 3' O.C. UN.O. Al f'A 11 CL °b'oES. EXTEND PLYWOOD TO OvfP,LAF' RIM JOIST r SILL PLATE HP J- 1 tp2'L a2 3500• CAPACITY STRAP I.4OLDOU.NS *' MINIMUM UN (SEE PLANS) CONC. FOUNDATION I FOOTING NOTES, I. ALL STRAP 1-10L DOWNS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS, INCLUDING CORNER. INSTALLATION . TWO I•IOLDOUNS CAN BE USED AT EACH CORNER TO MEET THE REQUIRED LOAD. 2. ALTERNATE TYPES CC APPROVED HCLDOUNS CAN BE USED IN PLACE OF STRAP HOLDOUNS. SUBMIT DETAILS FOR O FANEL AT FLOOR OVER CRAWL Sf'AGE ®ANEL At rL 12 0�� OVER PON7 WALL y1E4tE AT CORNER 4 O ALT. BRACED WALL PANEL . (PR.e.6 RIPTl'iE 112 , •r IUILbINCeS 237.4 ,1 t,1) • 2x4 TOP PLAT HEADEii t iJcrt - 0>4GEPTIot4 roFt 2 Stott.'-( 4TR.HtTLIi2E; IN'THE PIRMI" 4TeRY oP A 2 6roRZY ! I) s:AGH.f('ANEL 4HAL4. 'E 6HEATHEr OH EA.PAC-E 2.)THRE ANCHOR 18OLT4 PER ma44EL NLA.ctb e OWE- PIPTH fro11 -4 2.Y r15 ■ot4N bevicr. U PLi IpT c - A 'SHA LL hloT I LESS - n - 4s.1- Boo° Ls s. .. 'CONTRACTOR NOT[ — All Dtm•nelona Shaft Be Choc' And Vertted Prior to Conalructton. 2 2x STUDS NAIL SHEATHING To EACH. STUD ad NAILS PER TALE 23 - - APA RACED SHEATHING 3/8' MN, 2 2x4 BLOCKING AT ANY PLYWOOD JOINT NF ND22 c12• DUAL APPROVED HOOKED -END WOOD TO CONCRETE CONNECTORS WITH le ee• CAPACITY (MIN) 1 2x PLATES • NAIL SHEATHING TO EACH PLATE (a bt* , X.5. 12- piveD'1EI -)r G oUAFaTf:R T'CINTS PER. SE: If M.( Hoolt9 OVER Hot -DOWi1 I OA PEAR C01-IT. Top P'T11aM in NOTES. I. ALL STRAP HC: DCILN5 1 SHALL BE INSTALLED PER MANt1. SPECIFICATION_•, INCLUDING CORNER INSTALLATION', TWO HOLDCILNS CAN BE USED AT EACH'CCRNER t0 MEET THE P.E0APRED LOAD. 2. ALTERNATE TT ES OF APPROVED HOLDOUJ4S CAN BE USED IN PLACE OF STRAP UOLDOUNS. SUBMIT DETAILS FOR A✓ •PPI?4NA... 3 W '1 #� r i GvEtz 1 Ncn KS ETAII_ 40 POSTS CR (2) 7x STUDS • MN. 2 O.C. l!2' PLYWOOD W/ tad NAILS •3' O.C. -1 11. ER'' . FT GTZ Pte. W' •'/2." t r r TIrJ. 3500• CAPACITY FLOOR TIE ANCHORS 5/0' DIA. x 15" A. E. (2) 2x PLATES 7x P.T. SiLL PLATE I GR. E UA.L .— 3500' CAPACITY STRAP HOLDOUN5 (HNNP- tl LAT ERAL RESTRAINT rANEL) 2x4 TOP PLATE LEADER NAIL Qt TO HEADER AT 3* O.C. B.W. 2- 2x STUDS NAi SHEATHING TO EACH STUD Sd NAILS AT 3' O.C. ALL PLATES. HEADERS 1 STUDS APA RATED SHEATHING 3/8' MN. 24/0 EXP. I 2 - 2x4 BLOCKING AT ANY PLYWOOD JOINT HP,4HD22. eozLiA.L- APPROVED HOOKED -END WOOD TO CONCRETE CONNECTORS WIT) 3500• CAPACITY (MN.) NOTE, FOR 1 .15E IN GARAGE END WALLS AS SHOWS. IF A FLOOR INTERVENES BETIL EN FOUNDATION AND BRACED PANEL, THE PLYWOOD SHALL OvEt LAP THE RIM JOIST AND SILL PLATE. PROVIDE HOLDOWS, BOLLS AND PLYWOOD NAILING AS SHOWN. IF USED ABOVE PONT WALL USE DETAIL #-). 3 2x PLATES - NAIL S)EAT)IN6 TO EACH PLATE If)* DIA AB. - - i' IMBEDMENT CONTINUOUS FOOTING OR SLAB EDGE EXTEND t- DEADER, TO CORNER II2 PLYWOOD W/ Ed NAILS • '3' OG. —Ax POST:: CR (2) 2x STUDS 3x BLOCKING • PLYWOOD JOINTS 03 ®4D ER SpLIcE i I i 24' MN. 2 lx PLATES • NAIL SHEATHING 1 6\ Hours h,1 a j�: r TO EACH PLATE �tr aYi HEADER F"sIz Pl.r4J 1200' CAPACITY STRAP TIE AT tvrTTOM1 L•t+ylr 3x BLOCKING • PLYWOOD JOINTS 2,1 TOP PLATE HEADER NAIL SHEATHING TO HEADER AT 3' O.C. B.W. 2 - 2x STUDS NAIL SHEATHING TO EACH STUD ad NAILS AT 3' O.C. ALL PLATES, HEADERS I STUDS APA RATED SHEATHING 3/8' MN. 24/0 EXP.I 2 - 2x4 BLOCKING AT ANT PLYWOOD JOINT NP - 3-ID22 az r411a.1.- APPROVED HOOKED -END WOOD to CONCRETE CONNECTORS WITH 2400' CAPACITY (MN.) (T)-'J'4` bVr. A.6• - 17!EMME,11FI -lr ▪ CONTINUOUS FOOTING OR SLAB EDGE NOTE, FOR USE IN GARAGE END WALLS AS SHOWS. IF A FLOOR INTERVENES BETWEEN FOUNDATION AND BRACED PANEL, THE PLYWOOD WOOD 61-IALL OVERLAP THE RIM JOIST AND SILL PLATE. PROvtDE HCLDOWS, BOLTS AND PLYWOOD NAILING AS SHO(IN. iF USED ABOVE PONY WALL USE DETAIL 1 '1. (14 INCH LATERAL RESTRAINT PANEL) 3/8' PLYWOOD W/ 8d NAILS • A' O.C. Ar Pfs uBL cl�'vES 40 POSTS of (2) 2x STUDS PCCENE CIT' OF TUK dILA yFRbltT CENTER COPYRIGHTZ I I I I - I I %.,\N N:MnF.R i CRANE DESIGN, INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET — SUBJECT TO CRIMINAL PROSECUTION. (2) 16d - 6' O.C. 16d - 6' O.c. 2x BLOCKING PERPENDICULAR TO WALL A34 (SIMPSON) • 32' O.C. FOR =No. WALL N> 4' -m' AAR WALL (SEE 1°LA_N) HPAHD21 (SIMPOoN) - FoR LOCATION bet PLAN WHERE REQUIRED •4 CONT. REINFORCEMENT AB. x Ira' - FOR SIZE SPACING SEE PLAN NOTE: FOR TYPICAL SHEAR WALLS 4 HORIZONTAL DIAPNRAaM NAILIND SEE SCI- IEDULE 'ON s -3 (Tyr.) U.ON. (60E PLAN) NPAHb22 (SIMPSON) - FOR LOCATION SEE PLAN WHERE REQUIRED •4 CONT. REINFORCEMENT A.B. x 10'- FOR SIZE SPACING SEE PLAN NOTE: FOR TYPICAL SHEAR WALLS 4 HORIZONTAL DIAPHRAGM NAILING SEE SCHEDULE ON 5 -3 (TYP.) U.ON. ST2122 OR MBTA36 aSTUD - SEEPLAN bIAPPRACsH NAILItJ:4 - Mt DOUBLE JOIST NAILED WI 166 • 12 O.G_ I-16 - STRAP TO BEAM W /8 -8d TO BEAM 8 - 8d TO DOUBLE JOIST 6 mI t4d4.1l. P. ,4 4t1o1N WALL $I`I� ►# WALL oUW 4 rIr�N UI,4LL 3 9 TI tt'l ooit Jdl�fi tci Alt'tr3 U 4 LJ &Woo Jost r aALL L to tUALL) SHEAR WALL (SEW PLAN) Ibd - 6' OC. Iii 1— HORIZONTAL DIAPHRAGM NOTE: FOR TYPICAL SHEAR WALLS I HORIZONTAL DIAPHRAGM NAILING SEE SCHEDULE oN 5-3 (TYP.) U.ON. 'r SPEAR UJALL t'IMI<I rst4bictILM it !COO! JdlWt)- UIJSUInot re_tn 2x STUD WALL (2) 16d - 6' O.C. (U.ON.) Sd - 6' O.G. TYP. • BOTTOM tIRIM JOIST TYP. SPEAR WALL NAILING 2x STUD WALL 2x BLOCKING W/ 3 - lbd INTO JOIST AND DIAPHRAGM FLOOR JOIST - SEE PLAN 2x SOLID BLOCKING �IOd - 6' D.C. 5d - COOLER • 4' O.C. NOTE: FOR TYPICAL 131 WALLS , t- toRIZcMTAL DIAPHRAGM NAILINc+t aEE SCHO<bULE oN 6-3 (t •rPp I cAL 61-1EAR 61-1E WALL ( rLOOR Jotet * W t .L41* it) WALL) 'CONTRACTOR NOTE — A11 Dim•ntiond Sher 64 Chsd od And Vitrihbd Prim To Construction. HORIZONTAL DIAPHRAGM DOUBLE JOIST "Da000 - i a2 SHEAR WALL - FOR NAILING 4 TYPE SEE SCHEDULE TYP. SHEAR WALL (SEE PLAN) Ibd - 6' OC. 3- 16d•JOIST I DIAPHRAGM — 2x SOLID BLOCKING • SHEAR WALL NOTE: FOR TYPICAL SHEAR WALLS 4 HORIZONTAL DIAPHRAGM NAILING SEE SCHEDULE ON 9-3 (TYP.) U.ON. re:0 t 'plcAL si-EAR WALL ri�AMtdLL L Wtt 4 !tootle Joet - U1JsUt tr-D 16d -6 O.C. (U.ON.) 4 - i6d NAILS INTO BLOCKING t rplcAL sW AIQ WALL ( 1o llt rAMALLkL Wltt -I UAW SOLID BLOCKING 2x NAILER W/ IOJd - 6' O.C. NOTE, FOR TYPICAL SHEAR WALLS I HORIZONTAL DIAPHRAGM NAILING SEE' SCHEDULE ON 6-3 (TYP.) U.ON. (2) Ibd - 6' CC. (UAN-) 2x SOLID BLOCKING SHE • WALL 166 - TOENAIL • 8' O.C. EA. SIDE STAGGER NAILING SHEAR WALL 1 t f 1cAL SWEAR UJALL rrAirA111<i Wall Joists, - surF M5TA3e 26 - Imd TOTAL (2) 16d - 6' O.C. TO 2x BLOCKING • WALL FLOOR JOIST 1 2X BLOCKING WI 3 -Ibd • JO157 I DIAPN. BEAM - SEE PLAN NOTE: FOR TYPICAL 5I -IEAR WALLS I HORIZONTAL DIAPI-lRAGM NAILING SEE SCHEDULE ON S -3 (TYP.) SHEAR WALL (SEE I-LAN) HORIZONTAL DIAPHRAGM 3 - 16d•JIOST DIAPHRAGM DOUBLE JOIST NAILED W/ 166 • 12 O.C. 141 ro NOTE: FOR TYPICAL SPEAR WALLS I HORIZONTAL' DIAPHRAGM NAILING SEE SCHEDULE ON 5- 3 ''(TYP.) 2x STUD WALL led - 6' O.C. (U.ON.) HORIZONTAL DIAPHRAGM - SEE NOTES FOR NAILING FLOOR JOIST - SEE PLAN FOR SIZE I SPACING NOTE: FOR TYPICAL SHEAR WALLS 4 HORIZONTAL DIAPHRAGM NAILING SWE SCHEDULE oN S -9 (TYP.) U.O.N. rtivElettIcAL - WALL To WALL cc c-rIoW t4 - STRAP TO BE 4x-4 POST Ot in NOTE: FOR TYPICAL SWEAR WALLS I HORIZONTAL DIAPHRAGM NAILING SEE $CHEDULi< ON S -3 (TYP.) UAN. 16d - 6' O.C.—\ 2x BLOCKING I6d -6' O.G. CtloN NOTE: FOR TYPICAL SHEAR WALLS 4 HORIZONTAL DIAPHRAGM NAILING Art 3CNtDULt oN 6-3 (TYP.) 'U.ON. I•�rteic4L 81-EAI WALL � 'rFiciiY Ibi�11 dr11! fd PUMA l 9latJ - t� t d - S' o.c (2).16d - 6' O.C. 2X BLOCKING - W/ 3 -16d • JOIST 4 DIAPN. MAX. &wtAlit UJI4LL cet I FtikIIIF EI I' ita.m Jae) MSTA36 OR 372122 STRAP TO BEAM (2) FJ. a 51-1EAR WALL FLOOR JOIST )DEAN - F,$ SIZE SEE P e " PB544 OR PB546 CONCRETE FOOTING - FOR SIZE SEE PLAN REBAR - SEE PLAN TYPICAL SHEAR WALL (SEE PLAN) (2) I6d -6' O.C. 2y. SOLID BLOCKING Aot itioNAL bLocKINc IF ot Hoi2E tt4AN 24' A34 (SIMPSON) 32 o.c. W/ -Sd NAILS 2X BLOCKING W/ 3 -I6d INTO JOIST I DIAPN. NOTE: FOR TYPICAL, SHEAR vIALLel I HORIZONTAL biAOHRAGM NAILINci saM gcHkouLt oN 6-3 (TYF.) U.oN. RECEIVED CITY OF TUKWIL' COPYRIGNTOERUIIT CENTER 4 } 4 CRANE DEMON. INC. RESERVE. ALL LEGAL RIOHTE TO MATERIAL ON THIS :HEFT — SUBJECT TO CRIMINAL PROSECUTION. SNEAK WALL (SEE PLAN) (2) lid- Es' O.C. DOUBLE JOIST NAILED W/ 16d - 12' O.C. 0 SWEAR WALL OFFSET (PARALLEL TO JOUST) HEADER - SEE PLAN (EXTEND HEA DE R TI-R1 PANEL) Q i I,_6• raj !MK 1 C)SECTION TYPICAL 4 SHEAR WALL ` NAILING (EA. SIDE) - SEE ' SCHEDULE ON SHEET S -3 I6d - 6' O.G. 2X BLOCKING W/ 3 -I6d • JOIST I DIAPH. 2X BLOCKING FLAT 1601 - 6' OL. INTO BLOCKING 4 TOP E! •HEAR WALL (SEE PLAN) NOTE: FOR TYPICAL SHEAR WALLS 4 HORIZONTAL DIAPHRAAt11 NAILING SEE SCHEDULE ON 8 -3 (TYP.) U.ON. TOP PLATE 2x4 ad - 4' O.G. TOP PLATE NAIL SHEATING TO HEADER 4' OC. EA. WAY - TYP. (2)1x STUDS NAIL STUD• W/ Ibd - b' O.G. OR 4x4 POST (2) 2x4 BLOCKING 1/2' CDX PLYWOOD ONE SIDE W/ 10d - 3' O.C. (FOR I' -6') - TYP. HPA HD21 HOLDOUN I W/ 24 - I ®d NAILS EA. END (OR H02A) TYP. •1.4 5/8` C� x Ib' AB. •4 CONT. CONC. FOUNDATION RIPPED 1x4 BLOCKING TYP. ROOF DIAPHRAGM NAILING - SEE SCHEDULE 2x4 BLOCKING WALL TO MATCH WALL BELOW PREFABRICATED TRUSSES • 14' O OR RAFTERS W/ CLG. JOISTS - SEE PLAN 16d + 4'OC . O ROOF DIAPHRAGM / SHEAR WALL -mammon Non — Aii Dimensions m•:, Go C. c44d Anal VsiM d Prior To Construction. (2) Iid - 6' O.C. 8d - 4' OL. MIN. INTO TOP I BOTTOM JOIST 2x SOLID BLOCKING W/ 3 -16d NAILED TO FLOOR JOIST I HORIZ • IAPIHRAGM 2x NAILER W/ Ibd - 6 O.G. TYP. EACH SIDE NOTE: FOR TYPICAL SHEAR WALLS I HORIZONTAL DIAPHRAGM NAILING SEE SCHEDULE ON 5-3 (TYP.) U_ON. 0 SWEAR WALL OFFSET (FLOOR JOIBT ruptri DICiLAR TO EXTO IOPIt WALL) 144 (SIMPSON HURRICANE • HOLDOWN LOCATION W/ 4 - Sd EA. END (8 -801 TOTAL) NOTE: WORK SECTIONS TYP. ROOF DIAPHRAGM/ OR SKIP SWEATING 1x6 Ill/ (2) 8d •EA. SUPPORT - SEE SCHEDULE O SECTION 13 -1001 MOD. S12122 MIL STRAP W/ 16 -I6d WRAPPED AROIND BLOCKING/ RIM JOIST I6d -6' A34 (SIMPSON) a 32' OZ. WI 8 - Sd NAILS INTO SOLID BLOCKING I TOP PLATE TOGETHER 2X BLOCKING OR RIM JOIST PREFAB. ROOF TRUSS / OR ROOF JOIST BLOCKING NOT SHOWN FOR CLARITY ( SEE SECTION - IS) 2x BLOCKING W/ 2 - Ibd NAILS/BLOCKING SHEAR WALL NAILING - SEE SCHEDULE — MSTA3b W/ 26 - lCd NAILS OR ST2I22 - SEE PLAN BEAM/DOUBLE JOIST - SEE PLAN CC44 MIN. W/ (2) - 5/8'd M.B. • POST (2) - S /S'OMD.•BEAM FOR ACTUAL SIZE SEE PLAN NOTE: FOR TYPICAL SHEAR WALLS I HORIZONTAL DIAPHRAGM NAILING SEE SCHEDULE ON 5-3 (TYP.) U.ON. ALL/BEAM CONNECTION HORIZONTAL --, DIAPHRAGM FLOOR JOIST NOTE; FOR TYPICAL SHEAR WALLS I HORIZONTAL DIAF'14RAGIn NAILING SEE SCHEDULE ON 8 -3 (TYP.) U.ON. O TYP. SWEAR WALL - BEAM CONN. CDTyp. SWEAR WALL - BEAM COIN. n m MUM (PROPPED BRAPU lid • i' O.C. 2x BLOCKING CUT TO FIT SHEAR WALL NAILING - SEE SCHEDULE ci : SECTION SHEAR WALL (SEE PLAN) 872112 W/ 16-I6d OR MSTA36 W/ 26 - 1 ®d (END BOUND. OF SHEAR WALL ONLY) 16d - b' O.C. (U.ON.) BMI /GLBM - SEE PLAN HANGER - SEE PLAN TOP PLATE M TYPICAL CHORD/STRUT CONNECTION - SPLICE J PREFAB. ROOF TRUSSES / OR ROOF JOIST A34 • 48' O SHEAR WALL NAILING SEE SCHEDULE NOTE; FOR ADDITIONAL INFORMATION SEE SECTION - 6 2 - Ibd • 12' C.C. MAX. • SPLICE HORIZONTAL DIAPHRAGM FLOOR JOIST NOTE: FOR TYPICAL SHEAR WALLS I HORIZONTAL DIAPHRAGM NAILING SEE SCHEDULE ON S -3 (TYP.) UAW. SHEAR WALL ST2122 OR MSTA36 A34 (SiMPSON) •32'O.C. W/ S - Sd NAILS INTO RIM JOISTS / BLOCKING I BEAM I61'I/GLBM - SEE PLAN TYP. ROOF DIAPHRAGM NAILING - SEE SCHEDULE PREFAB. TRUSSES • 24' O.C. 2x6 SOLID BLOCKING 4' -®' OTC. 3 - I6dTOSOLID BLOCKING EA. END - TYP. I6d • 6' O.C. FOR SHEAR WALL TYPE I NAILING SEE SCEDULE DX)00 COPYRIGHT© RECEIVED CITY OF TUKWILA PERMIT CENTER I I . I I -I I I I I I -1 1 -III -I I Show wall palinsllse Zy Nail Swing, Plate Anchors Plate Nailing Hem -Fir 12 '!Ft Doug-Fir F2 ER Edges Studs Top /Btm. Plate Blocking Req•i. 01 -7 6d 7' 7' No 5/8'0 @ 48' 16d @ t6' o.c. i00 IGti, 014 6d 4" - N 518'0 d8' 16d @ 12` o.c. 125 125 O1-4B 6d 4' 4 4' Yes 5/8'0 CO 48' I6d @ 10_ 150 150 02 -7 6d T 7" 7" No 518 "e @ 48' 16d @ 8' . "Y 200 92-4 6d 4" 4" • 4" No 518 "e @ 48' 16d @ 6" 250 250 02-48 S_.d 4' 4' 4' Yes 518 "o @ 48' 164 @ 5' 300 00 P1-6 10d 6' 12" 6" Yes 5 /8°e @ 32" (2) 160 t2y 10' 254 310 P1-4 10d 4' 12" 4' Yes 518 "0 @ 24° (2) 16d @ 7° 377 460 1 -3 • 10d 3' 12' .3' Yes 5/8'e @ 24' (21 I6d @ 5" 492 600 PI -2 l0d 2' 12' 2" Yes 3/4"o @ 24" 0) 16d @ 5° 631 X70 P3-6 10d 6' 12" 6' Yes 5/8'6 @ 24" (2) 16d 0 5' 508 620 P2-4 10d 4' 12" • 4" Yes 16dg 5' 754 920 P2. 10d 3" IT 3" Yes _314:2124" 314 "0 @ 20' _13) (4) 16d @ 5° 984 1200 P2 -2 \ 10d Y 12' 2' Yes 3/4'0 @ 16" • (4) 16d (a 4' 1262 1540 r.. t%-16q- rt4-7-k. r w41!5 i‘ , C'1'1'7 P� ). Rol t72 FP4 II�k 'I A M� G� 44 'x• Wo.-i 6i-6 1741P-,s I2 "o.c C� �ecTo� A�IIJ�, 11,2 f'AJ 2 [-d22 1r. ►-L �vf i-i 7i�J- .down 1 -ItAte- {1t1A! I &FA/. Ow. frA4 Flea). 4-9a 4 / I.IA I. A‘ 1 oQ 2x4Q 4 ,' Q% P,2 FP-410-1 2x4 TOP PLATE EXTEND WADER OVER WALL- ti NAIL SI4E4TNING TO I4EAD €R 3 ot - EA- DIRECTION APA RATED ATWING- FAA cTZC , -114. Co f'f QlJ� g42- wA,J I'I'I (2) 2x STUDS W/2 ROWS NAILING LATERAL RESTRAINT PANEL F _ S" CONCRETE STEMWALL r2 CONTINUOUS FOOTING W/ (3).4 MINIMUM 4 SHEAR WALL SCHEDULE spar watt r1-3 - 2 , ez -to 1 -a 6-S T t - 2 (/JA I icS 1. 01 - Gypsum wallboard one side. Y`iE:q 41/24 3)4 f415 02 - Gypsum wallboard two sides. G PI - 112° Plywood or A.P.A. rated sheathing one side. P2 - 1/2 Plywood or A.P.A. rated sheathing two sides. 2. For 2' ex. for 3" o.c. nailing use 3x studs. 3. HMIs OW be l0d common. 4. We piyssood is 2 sides of wail, joints shall Pali on se,;rate studs each side. 5. Ap panel edgy basked with 2 -inch nominal or wider framing unless :total otherewisc. Install panels either horizontally or vertia ..1y for plywac" or A.P.A. rated sheathing, gypsum shear walls shall be installed with the sheets rutir,ing horizontally. Space nails @ 12 inches oft caner ® intermediate supports CU ?Y OF- TUKWILA • 10 to - Found -acre icon W 42nd Ave. , . G -- S. 14th St .. l)') t\I Found 2" br 3/21; GRAPHIC SCALE 212 0 10 20 im® ( IN FEET ) 1 inch == 20 ft. X G� C 1 20 N ge' LEGEND P ) (+ Concrete Monument in Case + Monument A Tack in Lead or Nail & Disk • Bronze plug O Set rebar 'N/cap #23604 • Found nape or rebar TX Hydrant `p, Power pole Deeidu_ its free Evergreen Tfee y Catch Basic. • Gas Valve Water Valve pci Q sewer manhole 0) storm drain manhole oaten meter +--1-/- / e _ ° ▪ s ' S 88 °02'25" E r �nd rebar ,/cop #` 7863 i u` 40 • So. Sc 0 37' Eas 25' ROW TO BE DEDICATED TO THE CITY OF TUKWILA 26a, / 9 NO PARKING SIGN (TYPICAL) TEMPORAY TURN - AROUND UNTIL ROADWAY EXTENDED. v.nter one marker n7in1 1 v. 111 /71 1 2TD \ c n lS f -P N r \, o,p NN X6 2 N SSMH 20 -19 rim elev. = 239.3 (w} - ° 1 - ri n � v„ ,- south edge )' I asphalt 128.62 'sec _ 2 70 e6 A F -� " Yellow i :narks (Gas ?) .d 8 u h St. north edge asphalt 103.62 o 1 X66 26 50 Parcel 1 z� � 6 8,080 s Existing house 60.5 #4261 elevated porch , 261.5 p ♦ 261.2 261.1 V > 2 ,2 2' J c>j MI'•l. 103 57 S 88 ° 05'43" E 128.57 "Blue" point marks (Water) 261 ? w.m 111 I • 242.9 (.7 N /4 18 icd 1\ MIN. new \_ale no vi es 14' J p SIN. 0 rN. �'I r 1 / F.F.E. = 253.00 CUT= 200CY I \� 251.7 '0- Iv`�r GARAGE 22, TCHI EX. 4` -5 if)) S 88 ° 0543" E .1 MIN. 103.59 20 CUT =128CY • 247.8 HOUSE F.F.E.= 249.00 GARAGE F.F.E.= 248.50 HOUSE 8 24.59 -' 74- •3 HOUSE F.F.E. =245 x842.0 CUT = 180CY GARAGE F.F.E.= 242.50 r m EX. 8" SS Parcel 3 8,079 sq.fft. C.O. - - -� 6 22LF TRENC 38LF TREN EX. 4" SS EX. 4 550 i 80 TREK 1132 2 103.58 S 88 "05'43" E 17 ' P arcel 4 MIN. 8,285 sq.-'t., l( 244'.8 fix/ I 18LF TRENdI 00 _1245 I/ ' 5' strip dedicated to _I the City of Tukwila Parcel L" t;) b 10' `S 38.5 268. 6 S Ix Parc 2�70 q.ft% MIN. ' Z b gT so FH 7 I 2. of 245.8 AQ 243.7 Set rebar w /cap #23604 (typ) 10' SANITARY SEWER EASEMENT 1 S t we6ar w/ cap #23604 2' north of deed corner - 273.4 w rn r, 10' SANITARY SEWER EASEMENT CATCH BASIN (TYP) 24 °mn TRENCH X SECTION NTS 5.700 sq. ft. >700 sq. ft. slope - - PLAN VIEW OF ROOF NTS small catch basin or yard drain P �� f II . LI level trenches Type I CB / standard - v dispersion trench w/ notched grade board length 10' per 700 sq. fl. of roof area, see Figure 4.2.2.0 of the _ Surface Water Design Mani DOOc- i ar), haci a„ p:an I By_ De'e zz Permit No SEPA PERMIT REQUIRED FOR: Lam' ECHANICAL E ELECTRICAL Ei"RLUMBING [.° PIPING CITY OF TUKWILA L BUILDING DIVIS!L ,aa LzLTr. EXPIRES 9 JAN 2002 ST NOT VALID UNLESS 9SNO, AND DATED DALEY- MORF)OW- POBLETE, INC. 7 26 AUBURN WAY NORTH AUBURN, WASHINGTON 98002 PHONE. (253) 333- ;200. FAX: (2531 333 -2206 Covtcc4 . Le itr *' I 12000 - 1 2 2 ENGINEERING - SURVEYING LAND PLANNING r These plans have been reviewed by the PubNa Works Department for cantor 1 City standards. Acceptance iN , an omission hl h do not aut . - of adopted s rd rds or ordinanc sibility for the d J ' of the design ' -i h the designer Yns, deletions c 7 these drawing its damp will vc: Vance and w1. a r I cf ,ings for RI', - approVd° Final c_ ..,.....:.a;; is subject • .... 5' the Public Works utilities ina,r. Date: B NORTHWEST DEVELOPMENT OF SEATTLE, INC. P.O. BOX 58628 SEATTLE, WA 98138 PH: (206) 246 -5306 FAX (206) 246 -5327 a,r r NORTHWEST DEVELOPMENT OF SEATTLE, INC. NORTHWEST HOME SITE STORM DRAINAGE PLAN 'BRA 1"=20' MLD I '° JUNE 6, 2000 RECEIVED CITY OF TUKWILA MIT CENTER 00043 I I 00 -17_0 C Q • OJ I - s r uE l St. 3 i n(T 0 0 -' C Round 2 br. disk .le 3/21/00._ _ - - -- c CONSTRUCTION ENTRANCE Found rebar w/c p #17563 C.40' So. & 0.3 r a t6 25' ROW TO BE DEDICATED TO THE CITY OF TUKWILA es, GRAPHIC SCALE 20 0 10 20 00 ( IN FEET ) 1 inch 20 ft. LEGEND wf'15 water meter Cg 2r S V E Concrete Monument in Case Monument • Tock in Lead or Noil & Disk Bronze plug O Set rebar w /cop {i23604 • Found pipe or rebar / 'Lo Hydrant Go, Power pole Deciduous Tree Evergreen Tree fA Catch Basin Gv DC Gas Valve I Water Valve C sewer manhole O storm drain manhole SSMH 20 -19 Im elev. -- 239.3 marks y ,r_ . e .1 \ "Yellow' paint marks (Gos ?) no 50' TEMPORAY TURN- AROUND UNTIL ROADWAY EXTENDED. So. 148th St. R ii \ \ 3 3 G north edge asphalt ' R rJ � I o \z d 3 o-� -5 south edge asphalt d ,, 128.62 \ P' 6 6 Parcel 1 6 8,080 sq.ft 9 m 14 N S0 MIN. etc S 88'02'25" E E -4V "Blue" paint marks (Water) GARAGE F.F.E. = 248.50 260 #4261 elevated '\ ?_61.5 pooh IT FI ?, _ 2261.2 . 261.1 I l ` `f �"t)O'OT 2,15 E _rte -�_ _ l k it / \\ 347.6 HOUSE F.F.E. = 249.00 HOUSE Existing house El. E. = 245.00 5' strip dedicated to _J the City of Tukwila N I ,\ Parcel P 7 270 sq.-Et. _ Parcel 3 8,079 sq.Ft. c07 /R(1 CY GARAGE F.F.E.= 242.50 �. - - -� EX. 8" SS nr 103.57 S MIN. S S 88 °05'43" E 128. I \ ITN I1 I I� Ix 7 K 2 I/ S F.o - � E34.5 Set rebor v /cop #23604 (typ) - 10' SANITARY SEWER EASEMENT Sc-t. -ebar w/ Cap #23604 2' north of deed corner - - 0 2736.4- - - - - -- 7 .6 ai 8 . --- qQ, w 1C MIN. S 88'05'43" E 5D - L� MIN. 103.59 'g - M I n II 73 r o II . * 0 1 n a$ z + t' CUT =128CY I I II I I II II - 2 "6 I .. ,245.£3 o 23.40' // -, I X46.2 I -4 C 4 555 . . A .C_ .00 0 I -1 103.58 EX. N S 88'05 43" E 1 '`,243'SZILT FENCE (TYPICAL) MN Parcel 4 r 2 24.59 - 8,28 s t, � 2 5 ......_ ______.1 \ aP 0 / CLEARING LIMITS (T'YP) 10' SANITARY SEWER EASEMENT EROSiCli AND SEDIMENT n PuLA -_ _ 'F' -`i 777, SEERMENTATION CONTROL (ESC) PLAIN DOES NOT CONSTITUTE AN APPROVAL OF PE2MANE7 1T ROAG OP. DRAINAGE DESIGN) (E G., SIZE Ai.D LOCATION OF ROADS, PIPES, P 1-1,07 S. cHANNEIG P 1 i_, FACILITIES. UTILITIES. ETC.). 7 HE fE!OLE - 5'- L255 AND THE CONSTRUCTION, MAINTENANCE, REPLA.CEMEN T, AND IJPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF 'HE APPLICANT/ESC SUPERVISOR LINT;L ALL OCHS:RUCTION APPROI,EL._ 3. THE BOUNDA,IES _ .•-1E La1'I S SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY A CONTINUOUS LENGTH OF SURVE TAPE (OF FENCING, IP RECUIRED) PRIOR TO CONSTRUCTION. DURING THE CONSTPU_ 'v'I PE, . Ng DIG TORRANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED P_Y THE APPLICANT /ESC SUPERVISOR FOP THE DURATION OF 4 THE ESC F "I._S, �.., _ 'L; L BE CONSTRUCTED PRIOR TO OR IrI CONJUNCTION WITH ALL CLEARING AND GRADING 50 AS TO ENSURE THAT THE TOATSP OR CF SEDIMENT TO SURFAC'_ WATERS, I A r ..rta PRDPEPTIES A MINIMIZED. 5. THE ESC RACiLiTirEs s40 TB 13. P:.A, ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC F /Ci ! =S SHALL BE UPGRADED A` TEEDED FOR AS 7:E.:-DEL FOR I.,i t E .._y STORM _ _N S AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G., ADDITIONAL ST+,IP PUMPS. RELOCATION OF DITCHES ANN SILT FENCES, FTC.) 6. THE ESC RAOILTTIES. J TED '= DAILY B THE APPLICANT /ESC SUPERVISOR AND MAINTAINED TO ENSiJRE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS S. LALL. BE KEPT OF AEE�.LY REVIEWS OF THE ESC FACILITIES DU c r . art 1 TO APRIL 30) AND OF MONTHLY REVIEWS DURING THE DRY SEASON (MAY 1 TO SEPT. 30). 7. ANY AREAS OE /POPS. -1 5.. CL Ur,,, ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OR SEVEN DAYS DUPING THE DRY SEASON SHALL BE sIMEDIATELY STABILIZED WITH THE AF Pr O Esc MET SEEDING MULCHING, PLASTIC COVERING, ETC.). 9 .Y AREA C Esc AS IR IO L P CLJIRLN IMMEDIATE ATTENTION SHALL BE ADDRESSED WITHIN FIFTEEN (15) DAYS. THE ESC EACTLITLES. O1 I N , r SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN FORTY -EIGHT (48) HOURS FOLLOWING A STORM EGE'N" 1 10. AT NO TIME SRALc MOP PAN C (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PR'.CP. TO PA\ NG. THE CLEANING OPERA SRALL NOT CDT SEDIMENT-LADEN 1 TER INTO THE DOWNSTREAM SYSTEM. 11. STABILIZE CCNSTRUCTOEIN ENTRANCES AND POADE SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOP THE DURATION OF THE PROJECT- ADDITIONAL I.1E.ASURES, SIJ .H AS WASH PADS, MAY BE PEC'JPED TO ENSURE HAT ALE VED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 12. ANY PERMANENT FLOW' CONTROL FAIDIJTY JSED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORA::JE CAPACITY. IF THE FACI_,:T :S TO , D INCITION ULTIMATELY AS Ali INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE DEFT ABOVE THE FINAL GRADE OFTHE PE + AN C _ FACILiTr. 13. WHERE STRAW MSC LM 0P JON - . iS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OE 2 TO 3 INCHES. PRIOR TO THE °_C- .N,...._ e _ .._T 55 5 25 IOC i), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER A.:'IS. „'-T '.-.-L; AREAS SuAU_ BE SEEDED WITHIN 011E Fr. OE THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO RE SEEDED AND THOSE AREAS TO REMAIN UILLSIL°RED SHALL BE SUBMITTED TO THE DOES INSP• LOOP. THE DOES IAIS-EC<O_R CAN REWIRE 'SEEDING OF ADDITIONAL AREAS IN ORDER TO PROTECT SURFACE WATERS, ADJACENT PROPERTIES, OR DRAINAGE FACILITIES JOINTS Ri FILTER FABRIC: ARE BE S'UCED AT!POA USE S ° 'Le'S. WER F y OR 2 BY 14 Ga WIRE CR EOUIVALEP.I TO ATTACH FA0010 JI P05TS EOJA STANDARB, �STREJGTH ALENT, FABR IC USED a MAX POST SPACING MAY BE INCREASIED TO 8 IF WIRE BACKING IS USED TO, A iI_ti�t 3t"LIc 4 A" TRENCH NOTE: FILTER FADE., FENCES SHALL_ BE .NSTALI FD AI FINN. GAIN LO UP MAINTENANCE STANDARDS: I. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY - 2 IF CONCENTP.ATEO FLOWS ARE EVIDENT UPHILL OF TIRE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIVE, TRAP AFR POND. 3. IT IS IMPORTANT TO CHECK ILIE UPHILL ,DE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND 'HEN CAUSING CHANNEIU2ATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS. REPLACE THE FENCE A,ND /OP. REMOVE THE TRAPPED SEDIMENT. A. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT I5 6 HIGH. IF THE FILTER FABRIC HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. SILT FENCE with LINEAR TRENCH N.T.S. iANOAR STRENGTH FILTER FABRIC GRATE 11 111 A V ° G d • . � 3 's\ / v °• �� cArcH BAH '%\ \• el �c. NOTE ONLY TO BE USED WHERE PON.. OF WATER ABOVE THE CATCH BASIN WILL NOT CAUSE TRAFFIC PROBLEMS AND WHERE OVERFLOW WILL NOT RESULT IN EROSION OF SLOPES. h o �� • I 2 ( MAINTEN ALICE STANDARDS: EX. 4" S_. ANY ACCUMULA TEE SEDIMENT ON OR AROUND THE FILTER FABRIC PROTECTION t SHALL BE REMOVED IMMEDIATELY. SEDIMENT SHALL NOT BE ,REMOVED WITH WATER, AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL ON -SITE OR HAULED ▪ I> '36.5 OFF -STE. ,x2 2. .REGULAR MAINTENANCE IS CRITICAL. UNLIKE MANY FORMS OF PROTECTION i THAT FAIL GRADUALLY. CATCH BASIN PROTECTION WILL FAIL SUDDENLY AND COIAPLETELY IF NOT MAINTAINED PROPERLY. FILTER FABRIC INLET PROTECTION TI. T. S. FILTER FABRIC Li BACKFILL TRENCH WITH E SOIL OR 3/ \ TIV '� \, WASHED GRAVEL 2 sH WOOD POSTS. STEEL. FENCE POSTS, REBAR, OR EQUIVALENT !EXPIRES 9 JAN 2002 STAMP NOT VALID UNLESS MG ED AND DAZED EXI ST- GRJUNDS NOTE: DALEY - MORROW- POBLETE, INC. 726 AUBURN WAY NORTH AUBURN, WASHINGTON 98002 PHONE: (253) 333 -2200, FAX: (253) 333 -.2206 ▪ / ENGINEERING - SURVEYING LAND PLANNING EXIST GEOTEXTILE'' GROUND o o c000D oceooc oo 08 oco?oa1Po 0 00 ° o ° "0 �� ° 8 0 ° 4." TO F," QUARRY SPACES .0 Po Om 000 ° no°oo® ° ono ° `000000 ° 8 0 AS PER KING COUNTY ROAD STANDARDS, DRIVEWAYS SHALL BE PAVED TO THE EDGE OF R.O.W. PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRAI•ICE TO AVOID DAMAGING OF THE ROADWAY. IT 15 RECOMMENDED THAT THE ENTRANCE BE CROWNED 50 THAT RUNOFF DRAINS OFF THE PAD. STABILIZED CONSTRUCTION ENTRANCE N.T.S. Da000- i as i2" MIN NIMum 50 PIJPIIC PCP - OF -V P S RECEIVED CRY OFTUKWIA PERMIT CENTER NORTHWE S T DEVELOPMENT OF SEATTLE, INC. P.C. ROD 58628 SEATTLE, WA 98138 PH: (206) 246 -5366 FAX: (206) 246 -5327 NORTHWEST DEVELOPMENT OF SEATTLE, INC. NORTHWEST HOME SITE T. E. S. C. E. PLAN, NOTES. AND DETAILS ` " ""' 1 " =20' 2 MID )LINE 6, 2000 " "' 00 -120