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HomeMy WebLinkAboutPermit D2000-123 - NORTHWEST DEVELOPMENT - NEW SINGLE FAMILY RESIDENCEAix NW DEVELOPMENT D2000 -123 City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: 004200 -0033 Permit No: D2000 -123 Address: 4257 S 148 ST Status: ISSUED Suite No: Issued: 06/30/2000 Location: Expires: 12/27/2000 Category: NSFR Type: DEVPERM Zoning: Const 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: Contractor License No: NORTHDS015KK OCCUPANT NORTHWEST DEVELOPMENT Phone: 4257 S 148 ST, TUKWILA, WA 98188 OWNER THAYER ROBERT J & KIM P Phone: 206 8828 -039.9 4261 S 148 ST, SEATTLE, WA 98168 CONTACT PAUL GULLETT 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** *kkk * ** ******* *** kkk* kkk k* kk ***** ** * **** k *• Permit Description: CONSTRUCTION OF A 2,373 'SO FT SINGLE FAMILY RESIDENCE AND 651 SO FT ATTACHED GARAGE. PUBLIC WORKS ACTIVTITES INCLUDE: LAND ALTERING AND STORM DRAINAGE. ******** k**: k*** k***** k *k* ****k *****k******k***k****** kkk **k ****k* *k**kkk*****k****** Construction Valuation: $ 217,539.00 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: End Time: Land Altering: Y Cut: 180 Fill: 180 Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: N Public: N ** k* *** ****k*****A*k ** ** ***k***** ** *kkk* kkk**** kAkk: k - kA**A*k***** ** *k:kk*****kkk** *kkk TOTAL DEVELOPMENT PERMIT FEES: S 2,911.51 kkk*****k k****** k******** k********* k* kk** kk kk*****; k** ** *AA ****k ** ** *kk****A ****A*A*A Permit Center Authorized Signature: 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 perm t. Signature: Print Name: DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Date: (206) 431-3670 D ate : 1Q au This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. z � et 2 L " 6 0 0 rn CO 11.1 J = t` u. w g D. a w Z O Z 111 u U � O Y 0 w w . ui — I Off' z Address: 4257 S 148 ST Suite: Tehant: Type: DEVPERM Parcel it: 004200 - 0033 14 CITY OF TUKWILA CONTRACTOR SHALL NOTIFY PUBLIC WORKS UTILTIY INSPECTOR MR. GREG VILLANUEVA @ (206)433-0179 OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. Permit No: D2000 -123 Status: ISSUED Applied: 04/28/2000 Issued: 06/30/2000 *• k* k • k*• k****• k*'** •k * *•k *•k•k•k•k**** * ** *k* ****.4 *•k** *•k* *•k•k*•k * * *•k* **J 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. Docu»erit:s shall bear the seal and signature of a Washington State Professional Engineer. 3.,Any exposed.insula•tions backing material shall have a Flame Spread Rating of 2,5 or 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 inspected .by that agency, including all gas piping (296 4722). 6. Notify the City of Tukwila Building Division prior to .placing any concrete. This procedure is in addition to any requirements —for special inspection. 7. All < :woodto remain 'in placed concrete shall be treated wood. 8. Validity 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 p r o v i s i o n s of the bu i l d i ng '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. There shall be.no occupancy of the building(s) until the ,final inspection has been completed by the Tukwila Building Inspector. . 10. All mechanical work shall be under separate permit issued by the City of Tukwi l,a. 11. All permits, inspection records, and approved plans shall be .available at the lob site prior to the start of any con- struction. These documents are to be maintained and avail- able until final inspection approval is granted. 12. 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. 13. Hauling over 50 cy shall require application for a Hauling Permit prior to any associated activity. Z w 00 co (0 ILI J w gQ = a . I— w Z = Z w M o U O - o ff ww I • 1 u i U = 0~ z 15. FROM OCTOBER 1 THRMIGH APRIL 30, COVER ANY SLOBS .ANI) STOCKPILES THAT AF 3H:IV OR STEEPER AND HAVE' RISE OF 10 FEET OR 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. 16. Temporary erosion 'control measures shall be implemented as .;the first order of business to prevent sedimentation off- site or into existing storm drainage facilities . 17.°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. 18. DRIVEWAY' SHALL BE PAVED FOR 20' ONTO THE PROPERTY FROM THE PROPERTY LINE. 19, OWNERSHALL PROVIDE A COPY OF THE REOCRDED STORM DRAINAGE , COVEMANT..FOR THE DISPERSION TRENCH, BEFORE FINAL APPROVAL. 2.0. INSTALL. THE, DISPERSION TRENCH PER KING COUNTY DETAIL ATTCHED TO THE PLAN'S.. 21. Access from S, 1480 Street to the individual lots shall be maintained. at Applicant /owner',s expense until such time the road public street. 'Applicant will 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 t� the City, BEFORE F i na.1 .Approval by .Public Works. Project Name/Tenant: 1 S V ._..�.► d 1 Ju Value of Construction: l , C� pl Site Address' a X S, (`{ Sr . pc • I City State /Zip: 9 Tax Parcel Number: D OY DO?.'33 Property Owner: ... _sq. Phone; Street Address: n A S - p� \ p � � f City State/Zip: Ci State /Zi: K. V � k Q d 6 ;� LA-. ' A'/3 P : # I � de6 a`�� 7 Contractor: Phone: Lot area �� Floor area of principal dwelling -- — Floor area of accessory dwelling Street Address: 5 �n L � - � /� City State /Zip: Fax #: 544....._( Architect: A t l,`t tit-ADS 1 / i Ca , ^ ^ .� _. -i &. Phone as 3 � ..� Street Address: Ci State /Zip: z g a p t/ l a - S, Cei� u�8Y9� Fax #: ds)- 5 .066 Engineer:\ j , , & 1..�� Phone: c)..5- ? s 37,r ✓ Street Address: .S `y 91 /5y S.7`, , c 4J, it State/Zi • fru- �, __ Fax #; ---- -- Contact Perso /� � Phone:dA c dy6 'S ^ � 6� Street . 6 ,es e, k s--86.4 cCEz2s,e ? Lc ff// q p( ' p te /Zip: Fax #��? Description of work to be done:/J 5 7j 7 / /� it) n� _ 1� f� 6 / A s,te5 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 in Residential Reroof Is this site served by: pa Sewer ❑ Septic (King County Health Dept. approval required - 296 - 4722) Existing Square Footage for Structure: ' sq. ft. Dwelling •s sq. ft. Covered Deck(s) sq. ft. Garage /Carport ft. Accessory Structure(s) ..t.._3 sq. ft. Uncovered Deck ... _sq. Proposed New Square Footage: • sq. ft. Dwelling °-- sq. ft. Covered Deck(s) (j) S1 sq. ft. Garage/Carport — sq, ft. Accessory Structure ''''if5 sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) c .S 7 *For an Acc sory dwelling, provide the following: Lot area �� Floor area of principal dwelling -- — Floor area of accessory dwelling " Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. CITY OF TUK! "'LA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 F • A 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 REQUEST: FOR• PUBLIC; WORKS SITE/CIVU: THE,FOLLOWING: (Additional reviews shall be determined by the Public` Works.'bepartment) ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # 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 ap ltion Vv Daft p icati eJes: CO Appe3rtoegcen by: (initials) PLEASE SIGN BACK OF APPLICATION FORM SFPERMIT.DOC 2/13/97 Z rz 6 00 to to W tu W W O LQ vat = a W z = 1- O zt-- W W U � ON D I^ W W - u Z W U= O Z : BUILDING::OWN R'OR: UTHOR/ZED AGENT: Signature: _( Date: y_ 75 _ (JD Print na � Q�� V (L 6 _ _ 5 . // Fax #:RYA s _ 3a 7 Address: d, l 6 �C�x re �(/ Cit Phone City/Stater:/ x O W 3e? ALL SINGLE FAMILY RESIDE TIAL PERMIT APPLICATIONS MUST SUBMITTED WITH THE FOLLOWING: N/A > DRAWINGS PREPARED I A REGISTERED ARCHITECT OR Pr■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 SUFED Copy of recorded Legal Description from King County C4 Certificate of water /fire flow availability (Form H -11 a). Contact the Public Works Department ,.../ (206) 433 -0179 for servicing district. El -Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- ,...,/ 0179 for servicing district. ❑ L� Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) Cr ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ Cr Site Plan (see example Form H -16) 1. Existing fire hydrant Iocation(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). Foundation plan and details Floor plan Roof plan Building elevations (all views) Building height Building cross - section Structural framing plans and details necessary to completely describe construction El CI ❑ 71 O r5 O O SFPERMIT.DOC 2/13/97 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 ubmittal 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 ". BulIdIng Owner /Authorized Agent If the applicant is other than the owner, registered architectengineer,?or, contractorlicensed by t 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. • z w 6 00 U o CO W J = F- U) u- w 2 L j co d = w z1.- I- 0 Z 01- W �� O w z O ~' z 7 ' ' ���r , T9� ^ e' "`'r��r�rp��z�> ���J�9����nr'�� r Tv"" 4.«*a.A*+«+a+A+*4a+a4,4+� CITY OF TUKNILA, NA TRANSMIT je2r ****4*4*4444****#A��+A�,�+/�*� `��aa�a��+x�* + « 4 * ^ � ^ +*^�+++/ ^+*+A** � TRANSMIT Number: K980O389 Amount: 23..50 11/13/00 11:52 � Paymowt Method: CHECK Notation: J M NICKFLS Init: [LB -_- -^-~__~'-..„~'^.''-'--^---.--_-~-----_'__-_.--_~ ................. Permit No:. D20OO-123 Type: DEVPERM DEVEL0FMENT PLRMIT ,Parcel No: 004200-0033 - Site Address: 4257 S 148 ST Total Fee 2,935.01 'Payment y\ 23.5O Total ALL Pmts: 2,9::15,01 �''-• 8z1anco: .00 �^'* **+ Account Code Amount Doscription o 900/345.830 PLAN CHECK - RES 23.50 t[ 9792 41/14 TOTAL. /`'�� , * ^��� 7; -7 ''qtiv, 0%7' .) - 14 ; ". . • • •' • ' , •.• • " . . (7:) 0 2 r00 - (2- .^AAAA**41t44 TRANSittlT Number: R9800273 Amount: 1.075.46 O4/28 00 00:48 • Payment Method: cHrcK Notation: PAUL WILLETf :tn : T Permit Na : D2000-123 Typo: DEVPERM *EVELOPMENT PERMIT • Pilrcel No: 004200.0033 • Location: 0 _OLT'? OF. TUKWILA, WA Payment • TP! Total Fees: 2,734.31 1,.07.5.46 Total Pmts: 1,075.46 nalance: 1,659.05 .A.:A*AkA*0..A.A********k*****011****A*A.A.AA*A*A***AAA*7%A*ICA*AA*+**4*A* •Account Cod e D.esor Amount 000/345..830 - PLAN. C'YECK - (EE 1,0/5.46 3873 pm /717 TOTAL 1075.46 z • /LI 0. 0, COO: w; w ui O g u_ m D a w . 1- 0 Z I - : UJj DO cf i 0 0 u ir . 1 a - Z: w co , — p: 0 Z ,'•; CITY OF TUt wI L ., 34A Account.Crde { 000/322.100 000/345.830 I 000/361.904 000 /342.00 I 412/342.400 000/322.100 000/345.030 This Payment 1,836.05 A:4 * **frh** *A *A* * *A•A *A**A **. : T76 *A*****A*: '4 �3x�fy�,+N ¢ - . . t .t +. 1 , {: ♦i J,. f a '� l r I ` *.kA:4:AkkA* AA *:1•kA* *:1:4:1• * *A • * 4 * kA**.A*-. 1• r4 .1e*A•:- *A;kA* *A*A* * *A* * ***k *A h* r TPANSNI:T• ** ** *14* *:*AI. *:1kA *AAkh TRANSMIT Number: R9800311 Amount: 1,036.05 06 /30/00 14 :21 Payment Method; CHECK Notations PAUL (TULLETT In i t : TL13 Ponmit No: 12000-123 Typte. 1)EVPEUi4 DEVELOPMENT PERMIT Parcel No: 004200••0033 Site Address: 4257 S 141 ST Total Fees: 2,911.31 Tctr.l ALL Pmts: 2,911..51 Balance: .00 i ** t q.*********** A* ******* AA**A AA *AA•1A ** * * * * *A•4* * * * * *A * *A *:s AA Description Amount BUILDING - RES 1,654.55 'PLAN CHECK - UTILITY 20.00 STATE (BUILDING SURCHARGE 4.50 INSP FEE •- UTILITY 15.00 INSP FEE - STORM DRAIN 15.00 LAND ALTERING PERMIT FEE 139..50 LAN(? ALTERING PLAN CHECK 37.50 5503 07/03 '1717 TOTAL 5615.47 � ;.: . �,: + iS. . rr 'l:t: w�,. $.a i s : :.j� ':z:� iv)NO. , :r 0;.r.�1^A : Project Name / 1 - /(7 / /l- :-/.5! .C) Address City of Tukwila Fire Department z. 5 Needs shift inspection TUKWILA FIR DEPARTMENT FINAL APP OVAL FORM f t OPkil LIl `.� .1c/ s/ Retain current inspection 'schedule Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: FINALAPP.FRM Authorized Signature 3 T.F.D. Form F.P. 85 John W Rants, Mayor Thomas P. Keefe, Fire Chief Permit No. / .. ex /a 3 Suite # 7/3 ,6 Da e Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 z 1 w ce 6 U 0 N � w J = F. U) w �j W w F- Z � F- O Z W U� O N ❑ � w w Y'O w z U E-_ O~ z 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-36704 Project: , NW De L/61Cpma,r\ Inspqction. nck A t/r3t- s ,sis . J Special instructions:...,.. -.::::. .........., ,.. %.,_ • ez:.... . . ... -, • 1"....)ite . 0 , Re uester: 1 _ 1-- rp 1 ) TA AppraV:ed per_applicable codes. Corrections required prior to approval. COMMENYS? - .. — . -------......„......„ . '. . . ArMe •: , i in / ■/1 • INSPECTION RECORD Retain a copy with permit INSPECT! N NO. CITY OF TUKWILA BUILDING DIVISION 11] $47. EINSPECTIO at 6300 Southcenter BI Inspector: 1-et PERMIT NO. "...) Date:7_2 E REQUfRED. Prior to inspection, fee must be paid ., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: N ' �, Type o ns ectienf7 5 1 r - ,gy\ f Ir / � Address: — /ate called: ,1 Special i structions: Date wante —�� Requester: Phone: z � Fri R O T m m = v. �, o Cc mm — I z o-1 Cm m m n p fn O 0 c m � z , Date: ! z•; ...C�1Y.C.': ":LY. Sit' �_ 51�:• ib�i :'::Y�:i:- :ir.'{l�iM:'l1fCF�V Micro Corn Systems Washington Ltd. ATTENTION � Other: www.microcomsys.com I C c-'_ - d \_c f ^�Gm0 12608 -B INTERURBAN AVENUE SOUTH TUKWILA, WA 98168 TEL (206) 248 -3191 FAX (206) 248 -3313 The next image may be a duplicate of the previous image. it INSP CTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Receipt No: . INSPECTION 'RECORD Retain a copy with permit Date: , .t PERMIT NO. U .... Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspector: Date: S . W 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 tK�s;.itl�htt$d�.i�'at:3' .-;. YI }T��."s`:i.�ia`i�:tt'%tii'.%?.S �i�witu4�';ki�rS ° i. �: 3? �< Li�aC�;U�t.`'r:':3i.�'.d'.�c�r^ vac' ii�� �? y .�i.z.'t:itL:'•',h'::�:�?::`Ra .i�' . �.' `� ` #• Project: l a / 4 ...d/./4/ Type of Inspection: I —. . IA 1 Address I : , ( f b' ,,,, 4 .11 1- ig-- --. I Date calle7.. Special instructions: Date wantet a.m. P.m. Requester);5 1 7 7 Phone: /2c g C „ ' • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 Approved per applicable codes. COMMENTS: A6,44 -74 .74 4- 't iAote / t-c C /--7e xeig .e0 3•" Inspector: Date: —i7i n $47.00 REINSPECTION I REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: 4 INSPECTION RECORD Retain a copy with permit • 0 Corrections required prior to approval.' I PERMIT NO. (206)431-3670 z Z 111 00 coo. (ow W I U) a. IL IL. a w - IT al z 1- a z tu 2 a '0 S Ill ' I I- 1 - 1 1 Z —I 0 1- z Project: Type of In p, ction: Address: /4-, c7 So , 1 y2 L\ • Date calle : .., 5/r Yoi . Special instructions: p ' • Date wanted: / t J o i N... Request Phone4 Li, 3/ 0• Receipt No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. El Co rrec ions required prior to approval. COMMENTS: 4 ,,,jr ~ Li / ...4 51 .wt,,. Y / ,►.x,04.0'_ ,PST ( 1 i ..orJet/ I 441 pee n $47.00 REINSPECTION REQUIR D. Prior to inspection, fee" must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: PERMIT NO. (206)431 -3670 } Project: N 'Al ye -) r viie 14 f- Type of Inspection: et vv\ I Ili) fr e Address: 4,457 5 Rig 'T` tailed at: , J Special instructions: . Eli v 1') MI ifgpoiStkli Date anted:, 411 eq ester: Phone: 9 )5 e-N 4 — 3 i 10 , INSPECTION NO. y ;0, INSPECTION RECORD Retain a ropy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 0 Approved per applicable codes. ICorrections required prior to approval. A e4e.\. v_ • f Apr yr/I El $47. REINSPEC / ON E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: 3 Date: " z re I LI _1 C.) 00 co CI (Ow WI -J 1- U) u uj 0 2 ?- g 5 < CI Z I— 0 Z uj 2 D C.) 0 V- tjj o 0 COMMENTS: it f‹/ , r.,`� r v1s rnir e r T %77-, 5 1 4-r .0� L d Address: 4/2.57 ,Cz, fr( /' (--er - eC /z'-- , 1 e!... /vim 5 S v 2''5 / aof . , ,f-- d, � S 4/sc r^ec 47 t ( � "'-6/ / f� 1il. / f 1J2-- f /. -r0 /A ae,r/ .e-i 7 4 j M-hc./i c(J (� Zf t-/ � (./i/7Ae .i ./ .• Al ProjI ectt:. I / I Y/1A,` ta %, F�' Type of Ins e�ction: /— r..f!".1ir/i7- L d Address: 4/2.57 ,Cz, fr( Date called: Special instructions: Ul-y Date wanted: .1 a. p Requester . ! Phone: El Approved per applicable codes. Inspector: •r. nY , INSPECTION RECORD Retain a copy with permit INSPECTIO NO. G'1'TY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 • ...csTw.n: -s �l'.+x` �ti:i4r_c:.'a`(.3dv'W.`n':_.. h:, �:: �.` u:. k!: rW�` lir1: F41�✓ t .'tari.Fax.�.'Ki��f'k�:GrY.i. "" .�y.:�<:il.L",. .u`..: �' ",.'x'' ..11I 1=- rt w 0O W0 WW J F=-. N O ' W Q 2 u- Q R W Z F=- ZO 0 1— = W I— --- C.) (1) U — 0 I 0 z Project: 1 .L) I Ve 1 0 NI er f' Ty a of Inspection: --- Fro vvi (via // tid 5�7 3 /�g 3r . 1> Special instructions: n �f . 00 " 1 Date wonted: � / D I P.m. ster: V Vl+" Pa - L4 ►,2 0 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Corrections required prior to approval. COMMENTS: /) 4 / / 11 Gr af 2.. / '4 ■ t. ?5 ( C L 4 J4[ h fl im91- cs )4 4 a , C . � } ' 14 / f 1 1- ' 7 '• ff s — � a/t iri , , %-7 4e .ie o) W4 10, I alit at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid 1'.'ew ? fiLtY.A W asaYtpw�� Date: DzaV6 z3 PERMIT NO. (206)431 -36; .� �J• a�•) Iti• at. t+ �4?1��tT .WEti11��.�'R.RI,n�'�.u' l��.Y:Si��� Z., INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISI ON 6300 Southcenter Blvd, #100, Tukwila, Da'la3 PERMIT NO. Project: p ess: X51Sa Special instructions: \CrA) 98188 Type Inspection: Date ca le � (y�ar Date wanton: i 7/°1 Regie,ster: (206)431 -36 P 5 5 j 44fL f -I 8 L.ff(p Ei Approved per applicable codes. RI Corrections required prior to approval. COMMENTS: 1/ 0 $47.00 REINSPECTION FEE ' EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 1 Z CL D. 0 0 0 CO W J r NIL W O: LLQ � Z �. z o . ui 2 DI w U c ON 1• w ILI 1--� u. O W Z 0 — O ~' Z COMMENTS: ) / t." , , c i Or l ; Iv e O 54 ,4/A4- . -- Zo E a 40, If-1“ ee.,traef , ,4,14, 1.) 414' \---)fif,t-e 6 7 c i,t40,4, 4 he,,76 e44 ot,e_ Date wanted:// i 1 346/ Of P.m. --s „T.—, t oi._ iv Phr. Z rZ5 .' I N ( g4/ (f) ti) 5 1 e it'i y . 4 p.,r)-74.11 ., r‘w/,/ Ze gi/ ' L i 11 a_( rlSei 71 i f /0-0 r f,te7(1 b Shei.1 G.4.1tel 1 bp Or^ t) 1 AL. II. AA,k /I cla14.-. !..%/s-- PAW neve, • . oT e fIrW n: lih aMt/g dre ss. . s. 1 g Date called: 4i Special instructions: , Date wanted:// i 1 346/ Of P.m. Requester: Phr. Z rZ5 .' I N ( g4/ (f) Inspector: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 N r P PERMIT NO. (206)431-3670 0 Approved per applicable codes. g Corrections required prior to approval. Date: 4 ` 1 4 . 0t $47.00 REINSPECT! N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: . ,„. „., ' , Project: A / .j/r Type of Insp gion: fil-2-z.., '2 Addrejy , _ / Date calle : J Special instructions: Date wanted: i'7 -3a-o/ Requester: Phone: \ INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila,-WA 98188 Date: t L� PERMIT NO. (206)431 - 3670 / El Approved per applicable codes. ..Corrections required prior to approval. COMMENTS: �•--�t�, vlo1n. / 4 Gre (./" -, .�r •,� � " , 4 JJJ / 22.. t5) �v$ / ce_r/ $47.00 REINSPECTION REQUIRISD. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. -' �C 7W7 r�++: f' �'!. 4' nan3 4f.' 3Si� :�%� "•: �uar•��:".id`;'�.' :'�'l�''d�a�"— '�5" , 7�v.�w�"[d;E•�: 1 ;{?'.' �`„eisr1: fi. �. 3ti�nh> Y` �•. awYro�nrs�sw .- bPr,'L'13etid:o�,r.Ca::i:��S Project: n W 0-e a�oi cni T of In pection: 1/4C-0 0A flat1►no 7_ Address: ,ZS? S. ('?3 -1 Date called:, 5 1 z� k _ Special instructions: Q. - to)�ve V11 Date wanted C 3 i of p.m. Requester: •Cen't Phone: `42-5 ` f - 29 1 io INSPECTION RECORb Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Dz000 1 2.3 PERMIT NO. Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Inspector` Date: ?r/.7 0 n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: z w _ : U U O. � wI JF— . t1.. w0 LL N d H W I— 0 Z W M j U � 0 — 1- W W: I —O •Z W — = : 0~ Z Project: •) n IV v~.1 Oe oc( - t io-crvA Typ f Inspection: I� , Vc �'"C ��2z�h 1 v i �' Address: 4 — S• [ `t�3\''� S - Da te a l led 3 q nk Special instructions: Date wanted: 3 \ ■l a.m. p.m. Requester: _ n� Phone: /-/ 1 cXf C z , l ``I - V`A , cel( Inspector: INSPECTION RECORD Retain a copy with permit INSPE .ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Date: •-; / 1r/ 192000- 12 PERMIT NO. (206)431 -3 Approved per applicable codes. Corrections required prior to approval. COMMENTS: I) 1 F 19r l' over amtj oo s-e s4 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. d tr i t r'h .,,• .+x• ; 'tl'441::lfi,4,• -rk .rir.• ` ..n . a.aw a&soss ;w .A. , •saa::km:xk."�.ta43 .:I: tj ' COMMENTS: ) E �"'C 1C` v for Ske'G L J 0 l'! + .( `vat1I)rx ; t - ) k) 1 ?CHI 4 'rn clop roves &A Se .e. Wit i (1 Ct law* g v‘c.kor \ hh"S. (.} Q' Date wanted: 2 ? t -°) a.m. P.m. Requester: w a l i, ?) l \1 WIXX.. L.3a II SheaAHH . arprO1/rd .9 !v lA) Project:1 '`� ��QtJP� Type of Inspection: , r + S,l�tr (A..42 t 1 110 ) r3+ A ddress: )— L1-- S S 1 Date called: " -17.01 i Special instructions: (.} Q' Date wanted: 2 ? t -°) a.m. P.m. Requester: w a l i, Phone: Pao 9/8 --'6.52 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ! !i 1%00 3 PERMIT NO. (206)431 -36 Corrections required prior to approval. Inspector( j J r Avs. iv. Date: 3— )0).... I $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ea - ..' G: -.0'r 3i.�a�'i.+: aa4zC4 f, 'Y.noai?t'v�iRaid vii.h .7rrk`+er.Xat 3Aw�L4Llt Nk. S.: iT4a ^ �``�ID.�dA.,xY.a::a:,X.SVLi': 2 � cr � U 0 too: W W; N W W a 2 LL Q. I- W I- w ili M o :o 1- = w � 11. g. 111 UD Z 0 H COMMENTS: YGt w s ace � ar I f f q 1,-Vert or T ocA: a A C� 0 h cG. lavN 5 nt hvyrk6Pr Gad 2) _1' � - „ ''X'� {S Mt S.St� 11 I OccA I S S) )Olc''c\ Wect C'Oarrt -er 0 -P a a w ) )1001 c v , - - , -- i 1101 4 )1)1 TXs ScafrO' \o-,/ (` C re �fi' . Lt..) 'Ws 4 o N vt vr-l. 4 .4)q.{\.loh ' 1 \ (ire v \o - 5-ecQ r ryi 4o r t -trS )v, ck6,4 f 1f,,, of S f H , 1 5..) (2 Cihr t av bolt nifiS MI - 11r 1 b 1 61\ ' -k)e5 - 4 wqt Civ'd I no hVCIrih ti,, INSPECTION NO. INS RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, W 98188 Inspector. 0 ►boa P 3 PERMIT NO. A d Z7 5 1 5f Special instructions: Date called: /? 0 Requester: Date wanted: /j 3/0/ ( a.m. P.m., Phon _ e / .. &252- (:1 .43 _ n Approved per applicable codes. corrections required prior to approval. Date: 3- \ 3-- 0 \ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call,to schedule reinspection. .r -.s, 'a.L•.L.%s;;n,:.'::...:L :.« :'a.rrr>.::'t:w4 v-+..• f +ar��... J , �.:e.. s._.eac.::;.c,'. ;r >. ^ `• ie ±i;.s.' W W D. oo • CO W W. J t- co L w g co I_ w Z F-: W °. uj U 0 I- w F _ U =, O F' z COMMENTS: rG u.1 0c e. ( ( ) } A\CL \p 5 ) r. skrar Ova I / q rc.t4 S o re re v 1 4 4 -0 A,ddtes 1 1 Si- Date called: 342.-0 V 7 " . . # \rit 5 r 01 (),r 16 t' °,��! 3 / g on, („-\,-,, -� s. Avv for V� �i .'T s vS 0 re �� t 1-P� Se we r 1 q 1 5'l -41, 0,1„;4„..,';- PUN , n 9 P r 6414c, Y n v 1 rk .e S', r vo -P (1 �`P W\ P(,1 1 C� . t ►r�� Oar 0 ci 5 in craw( I e. m t sc , 119 o ct c >) A nr \Of 3014 1 r' (1 ra 1\6+ \lei r nip( O . Q Project: ' '') j Type of In pection: A,ddtes 1 1 Si- Date called: 342.-0 V Special instructions: Date wanted: Vil. �- ! 3- 01 Requester: "11‘ Phone (^ G ^) /' INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ID Approved per applicable codes. corrections required prior to approval. Inspector. INSPECTION RECORD Retain a copy with permit "ZytJAr- 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: .y`= .:Rek1.'tVr41.'.c ..u... w.•n _. .t w. u. rr�:] G. t�.'.• v�:.-.+ c+ �" r�4�..... 1.' F- `:..a— ^.v..rl..a- '%..+%driai(. 2Wa' ), 3 PERMIT NO. (206)431 -367 Date: 3 _ 1 0 K' b" �: .a;•iir Project: N ' t ` ` 0 , , e+ Ty of Inspection: Address: 1 49 S7 5 I s �— Date called: i i Jo I Special instructions: Date wanted: / JO 1 a.m. p.m. Requester. i t , Phone: g .— i 2.6 I :: ° INSPECTION NO. Receipt No: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 zero -1 PERMIT NO. (206)431 -3670 E] Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: 3 aln C' a:Q �w k sJ r. p r o +.e 1 A s r,QA C-6k - � $ • D T w/ l k t ' ef A.Q C4 c 0-4 snt,--k 5 l �- Inspector: t () Date: 31-43 ED $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: 't;P.rt.[ m`ts �.. ..: •'6t fel '..'Z-M Jt.NY I. ' ;Y!MY�Vi,t`.'ik4.%4t! T1 Ikzazzit � im.3tzw&.,. .: , ll1. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION NO. Inspector: i I INSPECTION RECORD Retain a copy with permit :!rI 1220o0 - 123 PERMIT NO. Project: Nts' t' ' h usest - - ejjllup Add s ,7 �. I t-{1$ Special instructions: .)e -YrY t U, i 11 be tnn sL{�.s� Ty of Inspection: ri rafi r.9s Date cal d . Date want d20: 3/ Regjester: Phone: L12-3-12(1) (206)431 -36; Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: ( .oIr4 tr, Date: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. l i��.' �At�". L" �u. o�' �` . It' a; 3;, i��.. 7fs. Rsm,- a' s�64�Wa�t:. �` ks �iC �Y{ F�S�. I�StxaY •:�adKW.y2.�.^.sw.6Sk::lit� y�i}.i:''' . �'�'�'':�i:: z 1 ~ W re 00 W= 2 g a cs =Cl: H = . z �. Z O O • w U .O rn'.. :0l•- W LLt — O. W Z = O ff . z COMMENTS: ti S--kc 1 I-Pci l \ A trot t vt S h FOr ► v � ` .r - P tr' 1 � \itSivh ' J� c., 1,:C h • W G f D y\ ; � O ? S;1 +G r 111 S mac." 0-P ).--2o- o t :` ' \PGs-e 6uR. G I I ?.51 per.vo>rk *0 - Pv;S; 1 o 3 o15t'J -e .for ZA v r-e_ re'r-ncc-e a.m. Requester: Phone: Project: 0 "� ,, ` N 1 1/ J�'� 1)Z 1 Of Type 'GT Inspection: U rVT, v1 � r4 I N S Address: Date called: Special instructions: Date wanted: a.m. Requester: Phone: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. 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: 1 Date: I I I Mzt_ 1.2 (206)431 -367 PERMIT NO. U v■ z z re LI 6 O U O to J = H wO 2 u. I— = w Z w w 0 0 — 0 I— w li i z _ ; o� z COMMENTS: Type.of Inspection: it - - ( Yt Address: 6 04 :1 1 Al/ 6 ► h S - 1 r 5 I I-4 (/� r . J S / q� l ,S/ Date called: vVl /v l � G 1 n Yt e 1 51 �1 `P r) • - . ( Yre s, . fC; 1 tom, Special instructions: 4 - 0 S L C r)r VV Pr- 0)-c a1 +{'t1 " . m`. lis G r 4 `-\-) 4P sr) o'"t ( -, r vL�C t� S l pp,-14 .(o/ . 6 - l 5 r k.) p O -e Pv01 - y /� t tA '\(/ V\ \ 1;S CIL f1; 1(-p . 1" f p�t 14 - t ov V14)-e•( 1-n -. ` b fro ( k e(Q -P4 A ao tp t. G v -7-• f L - Vk )11 t c- L4) ()AC }. r"‘ t^ r 1 t\ A t t-,. . T-e ! " f i C' ■ SO; \ ) >n (A C ✓ A. , t v1 O r\ 11(11e L it f D• \ \DOI f \ {L V Project: / l V �i(� ?a'c/p. Type.of Inspection: it - - ( Yt Address: V (/� r . J S / q� l ,S/ Date called: vVl /v l Special instructions: Date wanted: . m`. Requester: Phone: d/ -y ; - / .(o/ INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 El Approved per applicable codes. Corrections required prior to approval. Inspector( R9 ) ,(+/,,, , ,Orli 0 $47.00 REINSPECTION FIE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No; Date: 7�z ovp - la3 PERMIT NO. (206)431 -367 Date: 2 - 0 2 o- o I 5 . "; � z I w O O W W. J F W O. g Q; CT F.. z � Zo W > > 01- = W , U LLO z U2 0 I— z rolect: tN Deve, l0pnrr— n+ Type of Inspection: f lnGi Ct - h RY1 Wall S Address: H p-57- ( 5 / h / L-51 Date called. t k fz i /00 Special instructions: Date wanted: 1 t /2Z.. /OCR 0) p.m. Reguester: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 © Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Inspe r: 4 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ,rd*ari �: s�:'• irr�k .�i�`.�c'Gii::�s�ci�:yravx:,��+ WM Peoc to men f' Type,of Insp cti n: —nun c�cc-h hh Ad ress L ?5 I Q D— C a e c lel n � -- oo Special instructions: Date want 11 / Y — 00 nt! Re nester: P45:c_.....qi/t.k. KLf l co INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 p proved per applicable codes. Corrections required prior to approval. COMMENTS: r?eXt.-(-1.1 v,&/e., y $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid • at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. W QQ � J U 00 CO 0 Ill 1F. N LL wO II O 0 l- 1 0 ..z. I" . 0 z COMMENTS: Fo,ItDAfcAr 01A!✓Csr /I/477 leE9t1i 'eG) S e.. CHA-PT -- 18 O{ nom.. q7 ut3G Type spection: Fad'_ C,PEc APL RE © ✓./e°EME_.c f7 Address: ¢1•4 1:2.4 -x E yrs toAl A-Aad2.9 ✓AC., etc tiid / .4f J) 0 E ngrct4't7 CaclAI DI4J7O1(( Ica) CbAceco St 0 ..IS�iQE rte - ii i- 1 f-strD,)J74sti.0 • D E vE copt ,4. /4 P-ES vt- i 4c 7" w ro✓ ti. rra 417 0 • f fig ve S TrCw.91707ir Do CDT P-E. a if rr / O7T.c_l'c7 /.-fSPc77'ost/ (l -rrft. - t2E VrS r0 it( 4.7go/e-o a.m y ix: „ei Type spection: Address: ¢1•4 5 143 Si Date called: Special instructions: Lo"--r- Date wa d: r a.m 7 1 7 / its p.m. Requester: /itOR4Cr�� Phone: INSPECTION RECORD Retain a copy with permit 02490r "1 INSPECTION NO. 2 PERMIT NO. 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 CITY OF TUKWILA BUILDING DIVISION ❑ Approved per applicable codes. Corrections required prior to approval. Ins Z100 $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: 1�6:.5..� , .Y�.(IG7k1'ixin.�a.Sitl�l.+ wild: 4L% �• b: S. �1:: :�iA:wN.+.cL:4M�`�KA+Jb�uiuf+.Y , �i+.�{1': i+4}'.�.�.�'Yf 4�SAw'. ri��{ Vt1ilG�driii ..dfrw..i�R.P{n'A+wt:3M` �:s1.:. 1h��i�.C.� z re W QQ � J 00 CA 0 111 = WO < O �W z � I— O z I- LU o U O — O WW I I-- - : z U O I— z COMMENTS:. T e of Inspection: ulL)b &�U, - I 'y,i I.) Una ' ""C) 1 oCa4( V10At� r G Y r \ tih so ■ 1 S re o * 2,) 1�y: -e l ` orc e a rp lrovfok Sia• 0 G V\ 3) 11)64 ; C"e, Vno,r'1-1\ S; 6 4 1-06 C \C)cA_ 4e eves o Slo -e r6 f)'P 1 y t "-"e S� Y\ hI 4 WY U S' �'?.Q ,),p or ,1+\5r A.ov\ S.) c.,,i-Nihc tui=01 ci-e-W I s .1 7 S - . i,c, h-e eY 1 1 im C(Cc -e pi-aLle U■ '\ovA' c'0\--1 nu.k Project: NW b IG 4 T e of Inspection: ulL)b &�U, - I 'y,i Address: 92-1 3 N 5 r Date called: tt - i — acs Special instructions: / • "ECi rIL1 1 "K` - 4- - pc) SS∎bi.0 J Date wanted: t 1 ` DO- a.m. p.m. ester: tY in -{- P 9 2 5 - yU e 11 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Ei Approved per applicable codes. Corrections required prior to approval. Inspector Receipt INSPECTION RECORD Retain a copy with permit Date: 1, D - U 0 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (206)431 -3670 v' i!' s�i~' �t$'? iNa? .:i"�:+''�'L3+'&:�.�L�:�s`�`s�+ •ic=y ga'�' � •'�,:'�.�tr,3s:r�n�=��.,�; , ,.. 4,. �;:�cs :: ^�:` z ~ W re 2 6 0 0 No W = • J N U. W g< � d. H Ii z � Z o Ill w 0 0 0 1- = w I- L6 iii U =. 0 z COMMENTS: Type of Inspection. 'k) ;00,-1 Address: 1425-1 5 . `i.t gii.: c ___,\ 1 r' 71).-vo t (, 1--,,i Z. ( s (L2_ . Date wanted: 1 / 1 0- 01 a.m. p.m. 1/230 / Z' /.I i 6 /1 /Loth. L'I Ail/ Ca/3 5-1-41 .S cA ¥ il-pp� tiA /Z J �- ' 41k.1 C) (.tr 7 /).-lJ/ T ' dt 11 it , ,.., 7,6--y)/ •- " 6 Project } �� ��� . ( C' z k ffvvL�t Type of Inspection. 'k) ;00,-1 Address: 1425-1 5 . `i.t gii.: c Date called: 1- -I1-oi Special instructions: , 1.k20-t- CCut kt -Q-(.. 'IIV OA-1, (11 t`l� ' "j�.er'mi-k- is )i;1'‘St .e 1Jl wet-4-e( 1164 - mI (aJ$2 fill 4 Date wanted: 1 / 1 0- 01 a.m. p.m. Requester:8,2r* Phone: WZ5-Wi-iit- $'-Ilip z � z m 0 II m rn =+ v N0 0 C m O 4 =z rn - C r� 0 m 11 5 RI w vN O 0 C m • -a z A INSPECTION NO. c (4) S V �{ ()Li) INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 D2C - 12 PERMIT NO. (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. Inspector: Date: 17171151 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: {{.:.. .��x`,yJ�'�.�,:,.:�,•. .�... �= r:,:;w. %m.r.fl:'�'��y F LEA y �" r , ��. ".`Y ?;�r >': 5+. ;`:; ",�,� .K�., :�,:. ':a:., ":� Micro Com Systems Washington Ltd. 12608 -B INTERURBAN AVENUE SOUTH TUKWILA, WA 98168 TEL (206) 248 -3191 FAX (206) 248 -3313 ATTENTION The next image may be a duplicate of the previous image. Other. D 61 o f) cDpou www.microcomsys.com COMMENTS: Type of Inspection. Vitt) . i()et.1 t- Address: '-1251 5 . y Ks. s.}. Date called: 1-19-01 Special instructions: it.:0-&6 CcL.A.0.2 1 4 ‘I) +p4erni-V VISICCT b Wa:--t-e( heC4 will eccifi d,21,Q 4 Date wanted: 1- a.m. P.m. - 7 /-2,*0 / z 1 /../ I 6 /1 /Luck_ L i v 04 ( zo „ 0 56 Ule - (7) /4-athea4 l ti_041 ct-d ILAA...1_ / -F,...4,...J ,,,,_, 7/54/J, it 1, i v 7/),„16 '1 t 1 Project: Type of Inspection. Vitt) . i()et.1 Address: '-1251 5 . y Ks. s.}. Date called: 1-19-01 Special instructions: it.:0-&6 CcL.A.0.2 1 4 ‘I) +p4erni-V VISICCT b Wa:--t-e( heC4 will eccifi d,21,Q 4 Date wanted: 1- a.m. P.m. Requester:earl+ Phone: cc INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 111 Approved per applicable codes. El Corrections required prior to approval. Inspector: Date: -7(7/-17toi Receipt No: Date: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 z re W If 00 0 w „, 0 g u. < I a I- Ili I- 0 Z I- LL/ uj 2 0 0 I- W uj I- r - 0 Z w 0 - ' 0 1- z ll 7 STRUCTURAL CALCULATIONS - USING 1997 UBC 4/25/2000 For: Site: Paul Gullett King Northwest Dev. of Seattle Inc. P.O. Box 58628 Seattle, WA 98138 42xx South 148th Tukwila STRUCTURAL ENGINEERING DESIGN CRITERIA The undersigned agrees that the structural engineering design criteria listed below do not exceed the correct criteria for the above referenced location where the above referenced plan is to be constructed. WIND EXPOSURE: B DESIGN WIND SPEED: 80 MPH SEISMIC ZONE: 3 SNOW LOAD: 25 PSF ROOFING TYPE: COMPOSITION The undersigned agrees that If the purchaser makes changes to the plan or the design criteria listed above are not adequate, or this 8 -1/2 x 11 format is not adequate the engineering may be rejected by the building department or by the building inspector(s). The undersigned may then hire an engineer for a fee to provide the appropriate engineerins • d no r-fund on the fee paid for the original engineering will be made. .05 . Date CONTRACTOR: DO NOT USE THESE CALCULATIONS FOR CONSTRUCTION. SEE FULL IZE 1/4" SCALE PLANS AND FULL SIZE S SHEETS FOR ENGINEERING REQUIREMENTS ANDREWS ENGINEERING - Structural Engineering 4924 109 St. S.W. Suite A Lakewood, WA 98499 (253) 584 -3475 1101 CITY Of TUKWILA APAROVCO JUN 2 9 2i100 AJ NOTED ESUi D Il G 'JivL ::: RECEIVED CITY OF TUKWILA APR 2 8 2000 PERMIT CENTER NHD #120 -M Project No. 120 -M Pzocx �R� '►.;+.fiT°.�'1sRMYStiMNYt�7A'h . .M7?R.fi•rl.ww... « _ ■ z z w 6 0 . J U. U co ca co w J H w0 u _ co = w H = z � I- 0 z ►-. Lu U� 0 - . W w . I I- -- LL 0 . ii z U w H 1- 0 z • BILL TO: Ship to: NORTHWEST HOME DESIGr 'IG, INC. 4928 109th Street SW LAKEWOOD, WASHINGTON 98499 Phone (253) 584-6309 • Fax (253) 588-0607 www.nhdinc.com PaulGullett Northwest Dev. of Seattle Inc. P.O. Box 58628 Seattle , WA 98138 206-246-5366 • 4egif tig6dRI MOM. tu Ktz>Vi 120-M Eng „.• c: 0 UNTY SUBDIVISION SITE ADDRESS .9111 :CIIY WICELS King 42xx South 148th Parel #4 Tukwila CI City Letter ' Engr. Calcs. 0 Six Blueprints/Two for Permit Building Fee Engineering Calculations / Design # 120-M Received By X 4ll Receipt of this invoice subject to NHD License Agreement. All Sales Are Final. No Exchanges. No Refunds. Ogani cyo. DATE INVOICE 4/27/2000 TERMS Check 1 1 $474.60 $189.84 TOTAL 20852 REP Michael Subtotal Discount Shipping Sales Tax Credit/Pymt 102 $474.60 $189.84 $664.44 $142.38 $43.85 $565.91 z U O NHD #120 -M u) w w z: —J L w O: J N STRUCTURAL CALCULATIONS, � ' D d 1997 UBC • _ WIND EXPOSURE B WIND SPEED 80 MPH z 0 SNOW LOAD 25PSF • D, SEISMIC ZONE 3 0 0 ' COMP ROOFING o = w" H U THE ENCLOSED CALCULATIONS ARE BASED ON THE ABOVE DESIGN CRITERIA AND o THE FLOOR AND FRAMING PLANS ENCLOSED. IF THE DESIGN CRITERIA FOR THE . fa z: SITE DOES NOT CONFORM TO THESE CRITERIA ANDREW ENGINEERING IS NOT U w LIABLE. THE USER IS TO CONTACT ANDREWS ENGINEERING OR OTHER LOCAL o ENGINEER LICENSED IN THE STATE OF THE SIT E TO PROVIDE ENGINEERING THAT z FITS THE SITE CRITERIA. ANDREWS ENGINEERING' Project: NHD 120 -M • By: Sandra Conklin I. SCOPE OF WORK • Perform lateral and gravity analysis forsesidential structure. Transfer engineering to full size • drawings and provide supplemental full size "S" Sheets with remaining engineering requirements. II. DESIGN CODES Current buildng code as amended and adopted by local jurisdiction. III. WIND DESIGN PRESSURES "P" LOADS ROOF: RFG 3.0 PSF FLOOR: PLY 1.5 FLOORING 1.0 PSF FRAMING 3.0 PLY 2.0 INSUL. 1.5 FRAMING 2.5 INSUL. 1.0 CEILING 2.5 CEILING 2.5 MISC. 1.0 , MISC. 1.0 ROOF DL 15 PSF FLOOR DL 10.0 PSF ROOF SL 25 FLOOR LL 40 PSF ROOF TL 40 PSF FLR TL 50 PSF Exposure B, Wind Speed 80 mph Ce15 = .62 0 to 15 feet Ce20 = .67 15 to 20 feet Ce25 = .72 20 to 25 feet Ce30 = .76 25 to 30 feet Wind Pressure (psf) Height Above Ground P1 = gs•I•Cq•Ce15 • PI = 13.1b•ft P2 = gs•[•Cq•Ce20 P2 = 14-lb-ft P3 = qs• I• Cq• Ce25 P3 = 15.1b• 2 P4 ='gs.l.Cq•Ce30 P4 = 16• lb- ft 2 IV. SEISMIC DESIGN Zone 3 Light framed wood structure Wind Controls By Inspection 0' to 15' • 15' to 20' 20' to 25' 25' to 30' qs = 16.4. — lb ft 1 = 1.0 Cq =1.3 Job No. 99262 11/11/1999 1 OF 19 Z P- re 2 �v UO co o cn w w0 t_ a I-w •!; O.. w p ' 0 • — .. 0 H: w Z -O .Z w - O ~ Z ANDREWS ENGINEERING Project: NHD 120-M By: Sandra Conklin VI. SHEAR ON SHEAR WALLS V. WIND LOADS PER FOOT LENGTH OF STRUCTURE 2nd Floor Shear Walls 1st Floor Shear Walls wl =P1.1.ft P2.5.ft P3.5.ft w2 =P1•9.ft wl =161.1b•ft w2 =119.1b•ft Wall AA: Wall BB: Laa = I9.ft Lbb = 23.ft wl.L1..5 w I .L1-.5 vaa - vbb - Laa Lbb vaa =144.11rft vbb =119.1b•ft LI =34.ft L2 = 38.5.ft L3 = 20.ft L4 = 4.5.ft L5 = 15•ft L6 = 13.ft L7 = 10•ft Wall A: La = 8.ft va w213..5 vbb.Lbb - La va =566•1b•ft Wall D: Ld = I4.ft w2.L6..5 vdd.Ldd..5 w2.L3•.5 vd - vd =;251.1b•ft Ld Wall B: Lb = 17.ft N1 vb Lb vb =140.1b•ft Wall E: Le = 4.ft VC - Length Between Shear Walls Wall CC: Lee = 15.ft wl.L2..5 VCC Lcc vce =207.1b•ft w2.L3..5..75 - vdd.Ldd..5 Le ye =61Mb-ft ye - . • • Wall DD: .- Ldd = 1I•ft w•112..5 vdd - Ldd vdd =282.11•ft Wall C: Lc = 6.ft vcc.Lcc Lc ye =667.1b•11 Job No. 99262 11/11/1999 2 OF 19 z re ILl 2 Q O 0 (ow Ui co u.' u i 0 , co ± I— Ill Z 0. 0 0 tti 111 ty U • Z w co c.) P". 0 I-, z ANDREWS ENGINEERING Project: NI-ID 120 -M By: Sandra Conklin VII. OVERTURNING MOMENT ON WALLS 11W = 8.ft 1st floor walls Shear Length Wall A Lal =8•ft B Lbl = 17•ft OTMbI = vb. Lb1•HW OTIN/IbI = 19034• lb. ft C Lel =6•ft OTMeI = vc•Lc1•HW OTMc1 = 31992. lb. ft Ldl = 14•ft OTMdI = vd•Ldl•HW OTNId1 =28131.1b•ft E Lel =2•ft OTMeI = ve•LeI•TIW OTMe1 = 9783.1b•ft HW =8•ft AA Laal = 19. ft OTMaal =vaa•Laal•HW OTMaaI =21949• lb. ft BB Lbbl . =23•ft OTMbbl = vbb•Lbbl•HW OTMbbl = 21949.1b•ft CC Lccl : =15•ft OTMccI .= vcc•Lccl.HW OTMceI = 24854• lb. ft DO Lddl = I1•ft OTMddl = vdd•Ldd1•HW OTMddl = 24854.1b•ft VIII. SHEAR WALL DEAD LOAD RESISTING MOMENT 15 psf for dl used to take into account of loads from adjacent walls. Shear Dead Load on Wall Dead Load Resisting Moment Wall Roof Wall 2nd Floor Walls Overturning Moment OTMa1 =va•Lal•HW OTMa1 = 36225.1b•ft AA1 DLRFaaI =7•ft•15 lb •Laal DLWLaaI = HW. 10 lb •Laal ft ft DLRFaa1 = 1995•1b DLWLaaI = 1520.1b 581 DLRFbb1 =4ft•15 DLWLbbI = HW. 10 lb •Lbbl ft'' ft2 DLRFbbI = 1380- lb DLWLbbI = 1840- lb DLaal = DLWLaaI _ DLRFaa l DLaa1 = 3515.1b DLRiMaa 1 = DLaa l Laa l •.5 DLRNIaa l = 33393.1b• ft DLbb1 = DLWT.bb1 - DLRFbb1 DLbbl = 3220•lb DLRNfbb 1 = DLbb 1 • Lbb 1 •.5 DLRMbb 1 = 37030.1b. ft Job No. 99262 11/11/1999 3 OF 19 Z ce 11. J o, U O. CD O. u) J 1 CO W Q W O, LL Q: a . W Z � H O Z F-. g ON p 1-� W I— V ` LL ~O Z t il U Z ANDREWS ENGINEERING Project: NHD 120 -M By: Sandra Conklin 'CC1 DLRFccI = 16. ft. 15 lb •Lccl DLWLccI =HW.10 lb •Lccl DLccl = DLWLccl +DLRFccl ft2 ft2 DLRFcc 1 = 3600.1b DLWLcc l = 1200.1b •DLcc l = 4800.1b DLR.Mccl = DLccl•Lccl•.5 DLRV1cc 1 = 36000.1b• ft DD1 DLRFddI = 4. ft. 13 — DLWLdd1 = HW•10•l DLddl = DLWLddI= DLRFddI ft 2 ft2 DLRFdd I = 572.1b DLWLdd l = 880.1b DLdd l = 1452.1b DLRMdd I = DLdd l • Ldd l • .5 DLRMdd l = 7986.1b• ft Al 1st floor shear walls DLRFaI = 9•ft• 15• lb •Lal DLWLaI =HW• 10 lb •Lal - HW• l0• l b •Lal DLaI = DLWLaI - DLRFaI ft2 ft2 ft2 DLRFaI = 1080- lb DLWLaI = 1280.1b DLa1 =236O•lb DLRMa1 = DLaI•La1..5 DLRMa1 = 9440.1b•ft 61 DLRFbI =4•ft• 15• lb •Lbl ft DLRFb1 = 1020•1b DLWLb1 =HW•1U lb •Lbl f DLWLbI = 1360.1b Cl DLRFcI = 23• ft. 15• DLWLcI = HV.10.b•Lcl•2 ft ft 2 DLRFc 1 = 2070.1b DLWLc 1 = 960.1b D1 DLRFdi = 5• ft. 15 DLWLd1 = HW•l0• ft2 ft 2 DLRFdI = 1050•lb DLWLd1 = 2240•Ib DLb I = DL WLb 1 - DLRFb 1 DLb 1 = 2380.1b DLRMbI = DLb1•Lbl•.5 DLRMb 1 = 20230.1b- ft DLc 1 = DLWLc 1 _ DLRFc l DLc1 = 3030.1b DLRNIc1 = DLc1•Lcl•.5 DLRMc I = 9090.1b- ft DLd I = DLWLd l_ DLRFd 1 D1411 = 3290.1b DLRNIdI = DLdI•Ldl•.5 DLRMIdI = 23030•1b•ft E1 DLRFeI = 6• ft. 15 DLWLeI = HW.2.10 DLe1 = DLWLe1- DLRFeI ft'' ft` DLRFeI = l80•lb DLWT.e1 = 320•1b DLet = SOU•Ib DLP,.\Ie l = DLe 1 Let .5 DLRNIe I = 500• lb. ft Job No. 99262 11/11/1999 4 OF 19 . ANDREWS ENGINEERING Project: NHD 120 -M By: Sandra Conklin X . HOLDOWN FORCES WALLS Second Floor AA1 FIDFaaI = OTMaa1 - DLRMaal CC1 BB1 HDFbb 1 - DD1 First Floor HDFcc 1 Al HDFa I 61 HDFb l Cl FIDFc 1 D1 El HDFel Laal - OTMbbl - DLRMbb l Lbbl = OTMcc 1 - DLRNicc 1 Lccl OTMddl - DLR�Mdd 1 HDFdd 1 - Lddl _ OTMa1 - DLRMa1 Lal OTMb I - DLRMb 1 .Lb1 OTMc I - DLRMc I LeI FIDFd 1 = OTMd 1 - DLRN1d 1 Ldl _ OTMe 1 _ DLRiMe 1 Lel HDFaa 1 = -602 • lb HDFbb 1 = -656 • lb 1-IDFcc 1 = -743 • lb I-IDFddl = 1533.1b HDl~'a l = 3348.1b HDFb l = -70.1b 1'IDFc 1 = 3817.1b 1 DFd l = 364.1b FIDFe 1 = 4641.1b Job No. 99262 11/11/1999 5 OF 19 6 0 0 (1) 0 . N W Nu. :. W O IL Q to = Cy W Z �. O' . Z uj o 0 I— WW Z Cu O H z ANDREWS ENGINEERING Project: NHD 120 -M By: Sandra Conklin Xl. SHEAR WALL SUMMARY Xl. CHORD FORCES wv1•L2 8 - 879.1b LI Job No. 99262 11/11/1999 6 OF 19 Al va = 566.1b•f 1 HDFaI =3348.1b 2 B1 vb = 140.1b�ft 1 HDFb1 = -70.1b W` Cl vc = 667.1b•ft 1 HDFcI = 3817•Ib 10D @ 3 ", 1 -0, sthdl4rj or hd5a, s2 or s4 it 2 '. 2 D1 . vd = 251•lb•ft 1 HDFdI = 364.1b N 0 N W' El ve= 611•1b•ft 1 HDFeI = 4641•lb 10D @3 ", 1 -0, sthdl4 or hd6a, s11 ors13 CO IL! WO . 2 u- Q,. - • ry .1b Y _ V AA1 vaa = 144•ft 1 HDFaa1 =- 602•Ib _ z f BB1 vbb = 119.1b•ft • HDFbbI =- 656•lb Z O' W W; CC1 vcc = 207•Ib•ft 1 1 -IDFcel =- 743.1b 2 D U� N DD1 vdd = 282.1b•ft i HDFddI = 1533-lb SD @4 ", (2)16d@ 6 ", mst37, sw4 O p — ; W La 1 _ O Z 111 ,i O 1— z ANDREWS ENGINEERING Project: NHD 120 -M By: Sandra Conklin SHEAR WALL SCHEDULE ( SEE ATTACHED REDUCED FLOOR PLANS FOR SHEAR WALL LOCATIONS) Shear Sheathing Panel Edge Holdown Sole Plate Nailing Wall (See Ftnt 1) Nailing (See Ftnts. 3 & 4) Anchor Bolt Spacing (See Ftnt. 2) 1 7/16" OSB or 15/32" 8d @ 4" o.c. MST37 STRAP PLWD (1) Side 2 7/16" OSB or 15/32" 10d @ 3" o.c. STHD14RJ OR PLWD (1) Side HDSA 3 7/16" OSB or 15/32" 10d @ 3 " o.c. STHD14 OR PLWD (1) Side HD6A FOOTNOTES TO SHEAR WALL SCHEDULE: (1). EXTERIOR SHEATHING ON EXTERIOR WALLS NOT INDICATED ABOVE SHALL BE 15/32" 1CDX PLWD, OR 7/16" OSB APA RATED SIDING. EXTERIOR WALLS NOT ON SCHEDULE SHALL 1;1AVE MINIMUM PANEL EDGE NAILING OF 6d @ 6" O.C. NAILING AND STAPLING 12" IN FIELD EXCEPT 6" O.C. FOR 24" STUD SPACING. "2). MINIMUM 2 ANCHOR BOLT PER WALL. 12" MIN FROM ENDS. PROVIDE 2" X 2" X 3/16" SQUARE WASHERS ON ALL ANCHOR BOLTS. 3). ALL HARDWARE SHALL BE SIMPSON BRAND OR EQUAL. 1). LOCATE CRAWL SPACE VENTS CLEAR OF HOLDOWN LOCATIONS BY 6" MIN. Applicable Detail(s) Job No. 99262 11/11/1999 7 OF 19 (2) 16d @ 6" o.c. SEE DET SW4 ti A.B. @ 1' -0" O.C. SEE DET S4 OR S2 A.B. @ 1' -0" O.C. SEE DET S11 OR S13 z re w. �U U y O cn w • u. w O 2 Q . ,A 1 w Z F- O Z H; 2 O D O' O 1- ,w w' I U • 0 Z ' iii • = O Z ANDREWS ENGINEERING Project: NHD 120 -M By: Sandra Conklin .STRUCTURAL NOTES: 1. SEE DETAIL R1 ATTACHED FOR TYPICAL VALLEY DETAILS. 2. PROVIDE ROOF SHEATHING ON TRUSSES AND BELOW ALL OVERFRAMING. NAIL MINIMUM PER CODE UNLESS NOTED OTHERWISE THESE NOTES. 3. INSTALL HURRICANE CLIPS AT EVERY TRUSS AND RAFTER SUPPORT. 4. EXTEND GARAGE DOOR HEADER TO CORNERS OF GARAGE AND CONNECT SHEAR WALL SHTG TO HDR ENDS WITH 8d @3" 0.0 AT EDGES AND IN FIELD. 5. CONNECT BOT CHORD OF GIRDER TRUSS TO TOP PLATES OF ADJACENT WALL WITH w 0 SIMPSON MTS20 TWIST STRAP. CONNECT ROOF SHTG TO TOP CHORD OF GIRDER TRUSS WITH 8d @6 "O.C. PROVIDE DBL 2X6 OR TRIPPLE 2X4 STUDS TO SUPT GIRDER TRUSSES. g Q u 0 6. PROVIDE SOLID 2X BLKG AT 4 RAFTER SPACES THIS LINE. CONNECT ROOF . SHTG TO C7 W BLKG WITH 8d @ 6" O.C. CONNECT BOT OF BLKG TOGETHER WITH SIMPSON CS20 -P, COIL STRAP. EXTEND STRAP 24" ONTO ADJACENT WALL TOP PLATE AND CONNECT. ZO 7. PROVIDE DBL 2X6 OR TRIPPLE 2X4 TO SUPPORT ALL GIRDER TRUSSES. U 0 O H 9. STRAP BEAM END TO BEAMS WITH SIMPSON LSTA36 STRAP THIS LINE. L I O . Z 10. STRAP SPLICES IN WALL TOP PLATES THIS LINE OF SHEAR WALL 2 WITH LSTA36 STRAP. N CONNECT SHORT TRUSSES TO 2ND FLOOR WALL 0 Fz- L WITH METAL HANGER OFF 2X6 LEDGER. 0 CONNECT LEDGER TO WALL WITH (2) 16d NAILS EVERY STUD. Z y 11. PROVIDE SOLID 2X BLKG BETWEEN JOISTS THIS LINE OVER LIVING ROOM AND FOR I LENGTH OF STAIRWELL. CONNECT FLOOR SHTG TO BLKG WITH 8d@6" O.C. CONNECT BOT OF BLKG TOGETHER WITH SIMPSON CS20 -R COIL STRAP. EXTEND STRAP OVER ENTRYWAY TOP PLATES 24" AND CONNECT. 8. STRAP DISCONTINUITIES IN JOISTS THESE 2 LINES WITH SIMPSON LSTA36 STRAP. CONNECT FLR SHTG TO JOIST THIS LINE WITH 8d @ 4" O.C. 12. MINIMUM GRADE OF WOOD ASSUMED FOR BEAMS, (VISUALLY GRADED PER WCLIB, WWPA): DOUG FIR NO.2 OR BETTER, JOISTS AND RAFTERS HEM FIR NO.2 OR BETTER • UNLESS NOTED OTHERWISE ON REDUCED FRAMING PLANS. Job No. 99262 11/11/1999 8 OF 19 Z �; 254 3 w I ¢ x 9.0 e66 Parcel 1 -„, sq.f t, 4 260.5 x 261,5 261.2 • no ale no w es N elevated porch GA F.F.E. = 2.12,50 IV x 261.1 q I t k �? ' --- 1-03 61_ --- -� e ,& * 1' I _. I -10U 3E F.F.E.=253.00 CUT= 200;CY x MINA <J 0 1 MIN. S I-IOU F.F. .= 249.00 5 strip dedicated to _j he City of Tukwila Existing house (4261 88'05'43" E 103.59 11 .4;F. 1 -��� Reef 3 n7q r+ I til I i% • 1 x 268.6 ri 6 p x 242,9 N 14) A- u) ‘. '(5) od N --if 0 < 14' 7n qo MIN. VP. ole es B M N. 11017;11,, i26 261.2 A - GARAG , 2.50 CUT=128CY GARAGE .F.E.= 248.50 45 QD 24.59 x242 A GE " to r?, 12' MIN. S 8805'43" E ' .. S. i notched grade board 2 "x 2" notches 18 "O.C. A 0 m galvanized bolts 2" x12 "� * y���% pressure / //\ IN • treated grade 'E E ' Fro board f,, ,o — en 4" x 4' support post filter fabric *15% max for flow controVwater quality treatment in rural areas. 1998 Surface Water Design Manual FIGURE 4.2.2.0 FLOW DISPERSAL TRENCH pipe O.D. ' ! 1' - min PLAN NTS pipe O.D. 1' -0 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 5 0.5 CFS per trench) clean out wye from pipe 4" or 6" perforated pipe laid flat clean (5 5% fines) 1 - 3 /4 " washed rock 4 -31 D.boQ- I a3 • 2" grade board notches NOTES: 4.2.2 OUTFALL SYSTEMS flow to second dispersal trench if necessary flow o other branching CB's as necessary type I CB w /solid cover 18" O.C. " 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. czr)• 3 9/1/98 Q • ce H JU . 0O co 111 wO II O= . t— w Ili O ui U C° O z i 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 *1) - i i3 property line. Small Site Drainage Requirements .� .- . C -17 C.2.4— DISPERSION BMPS 9/1/98 Z ce JU 00 c o J1_" w O g? I d I W F— _ Z � F- O Z F— w w U co ON 0 F— ww I - U .. Z W O ~ z ANDREWS ENGINEERINNG May 10, 2001 ATTN: Northw st Development RE: Inspection Record No. 7 for Fermi 0d20C -123 NI-ID =tian #120-M, 4257 148 St., Tukwila , W0. Dear Mr.Wally Flanks: This letter is in response to items #1,2 x.4.7 S 8 from the above referenced Inspection Record for the above referenced project. Attached) al the piotographs, inspection report and foundation plan you mailed me. inspection Comment 01.) "interior fo Response: Attached is the Ys' scale f locations. t have reviewed the locati re Inspection Comment #2.) "2'e. 2'x 10 Response: Install the 2 square pads bean and connect post to footing with 3 -112" wedge anchors to footing. Con Inspection Comment w3,) " Northwe: concrete." 7lrfstall additional post on concrete un Comment ► below. inspection Comment #4.) "Posts alor i North foundation wall are not secured to foundation as plan specifies." Response: All post$ are to be Secure i to foundation by one of the two options, indicated in re-sponse to Comment #2 above. irtepection Co.r merit y7.) "Plara call or 'is" end 5/8" encil r bolts, ..pleeee verify with engineer and provide stamped remedy.° Response: W' anchor bolts are adequ Inspection Comment #3.) ° Point ioas Response: Install 4x4 posts from squ Please feel free to contact me if you h Sincerely; AND EWS - ndre on President ?�C jEERING sin P.E. STRUCTURAL ENGIM4EERING •.924 Ne St. S.W. Suite A, Lakewood, WA 9(3499 (253) 584 -3475 ting pads do not match pans in number and location." , undation plan with red , X "' s st the actual round footing s and have deterrr net' they are adequate. pads rare missing i'12 locations.' nd posts at the locations indicated. Use 4x4 post from pad to PS Base or A24 c.r as (2) sides and /1" bolt thru post and (2) W x ect post to beam same as you did with other long posts. corner of crawl space the post is not fully supported by the 'er he rn this locati xi. Connect per response comment nn te . ar po:,t3 in crawl space rnssiig." re footings to beans per response. to emrr•,ent #2 above. :ve an questions or comments. RECEIVED MAY 1 4 2001 BUILDING DEPARTMENT _�..�- ... -_,-.= *. . FROM : COMMENTS: PHONE NO. : D ?e.roo— (23 tansarstwommir POB 58628 t SEATTLE, WA 98138 246 -5321, FAX 246 -5327 NUMBER OF PAGES: INCLUDING COVER SHEET. FAX NUMBER: SENT BY: MARK NICKELS NOV. 03 2000 12:35PM P1 RECEIVED Novo 3 2000 DEVELOPMENT z tom w J U. 00 N0: U) w O LLa = a.. w z �.. I-O z I w w U O N; 0 F-' w W :. LL LU = O z • FROM : •)(5 r AclAi L( 01t r5 ) b nkAN '1% L4'' IVAN ertl}gleb ‘110 21 1\ ) cq A <k1.1 [CXPIRES 618!01 r') 1•4 1 L43 PHONE NO. : FALL^ D lL ) - fie 13 ' 6 f. c ti NOU. 03 2000 12:35PM P2 2) (5 - r.o,uJAL(. Mr tvor pelt ( 5P44)E4 74- 1■4 (. O1r• rlN 4K)0 ON Ot.,5irre 3t12 0z (Aga_ 4'-.0" 4e, L 1) o &.0 Rr t A4 e 2 C)t, (4 0!Q Z 4 Q «" 0L. poweL Loci4t P4 • NATW . 51z5 05 az44m (_ inA RiA- d• )41470 z Z J U 0 tO WI J F N w 0. 2 co 3 I- I-0 z ►- � o o� ww HU z w U -. F- I. 0 z TYPE A Uld TYPE B SPAN /2 I P '` f� 4ima\ - P Spay f<ma� - 1.5 P..5 4 Span TYPE C j I SPAN /2 I P Uld Span TYPE D P " YPE E i Span Span Uld Q Sosn ANDREWS ENGINEERING 0 22/97 OFil XII. GRAVITY ANALYSIS: Prefabricated roof trusses are not included. Trusses to be designed j and stamped by a engineer licensed in the state where structure is to be located. See the attached reduced framing plans for the locations of the numbered beams on the following sheets. The beam Type, (A thru H) given below beam number referes to the type of loading on the beam. See this sheet and following sheet for the free body diagram of each loading type and applicable formulas. IvimL\ = Uld•Spac2 . tiiaae = Lnd-Span'` P Span 8 4 NIma.\ =Pab Ra Span L9d a ti _ a I Spa. R if a<b if a >b ftima.\ - f�max = 1.5. Uld Span , Lnd • A 1.5. 'LTId S p a° • U1d- 2 2 f'.ma.\ = 1.5.P. b 1 Span A frzna.\ = 1.5..p a I Span A A I - - oc 00 (0 D ', u) w w0 g 4 I . i z ZO LU Q 0 co o o I- Ui o ' Z ' U N , 0 z • ANDREWS ENGINEERING Project : NHD 1 2 O—M • By: Sandra Conklin !•1 TYPE B 6X8 BEAM 2 type a •4X8 BEAM Span =5 P =40.16.5.4 Mmax = P.Span Mmax = 3300 fb = Mrna x .12 fb =768 4 _ 1.5.P..5 A DOUG FIR No. 2 USC TABLE 23-I-A-1 F = 109 Span = 5.5 Tiv .= 18 Uld = 40.Tw Uld = 720 .12 Mmax - Uld.Span2 NIniax =2723 fb = N1ma • x fb = 1066 8 fv = (Span • ; 2 A 3 DOUG FIR No. 2 Cd = 1.15 Cf = 1.2 TYPE A (2)2X8 BEAM UBC TABLE 23-I-A-1 Fb = 875.Cd.Cf Fb = 1207 Fv = 95.Cd Fv = 109 Span =8 Tv; =6 Uld = 40.Tw Uld = 240 Mmax - Uld.Span2 8 Minax = 1920 .67 fvfmax. 12 S fb - Span 1.5.Uld. .83: 2 fv = A • • Job No . 99262 11 /11/1999 10 OF 19 ANDREWS ENGINEERING Project: NHD 120 -M By: Sandra Conklin 12 DOUG FIR No. 2 Cd .= 1.15 • Cf =1.1 . TYPE A UBC TABLE 23 -I -A -1 Fb = 875•Cd•Cf 4X12 BEAM Fb = 1107 F'. =95•Cd Fv = 109 4 TYPE A 6X12 BEAM Span = 16.3Tw = 3.5 Uld = 40• Tw Uld = 140 Minas = Uld•Span2 Minas• 12 Mmas =4650 fb = fb = 756 O.K. 8 t . DOUG FIR No. 2 UBC TABLE 23 -I -A -4 1.5•Uld•( A Fv = 85• Cd Span = 14.5Tw =6 Uld = 40• Tw - 80 - 50 Uld =370 Mmax = Uld •Spau'- Mmas = 9724 tb = Minas• 12 8 fb =963 O.K. S 1.5•Uld•( a 1.0� 5 DOUG FIR No. 2 Cd = 1.15 Cf = 1.1 TYPE A UBC TABLE 23 -I -A -1 Fb = 875•Cd•Cf 4X12 BEAM Fb = 1107 Fv = 95• Cd Fv = 109 fv _ A Span = 10 Tw =6 Uld = 40• Tw - 130 Uld =370 Uld•S • M /Amax = Mmax = 4625 tb inas• 12 tb = 752 8 S 1.5 Uld. Span 1.0 2 A 1.0 A = 3.5.11.25• A =39 S = 3.5.11.252 5 =74 6 fv =38 O.K. Cd =1.15 .; A = 5.5.11.5 A =63 Fb = 875•Cd w Fb =1006 S = 5.5.11.5- 5 = 121 6 fv =55 O.K. A = 3.5.11.25 A =39 S = 3.5.11.25 5 =74 6 O.K. fv =56 O.K. Job No. 99262 11/11/1999 11 OF 19 Z qq W D V to o . W W . J • ' W } O } : -J u_ • 3 W Z I- 0 Z H: 111 j U . 0 N' 0 f— W W 2 V ; W 0 Z ANDREWS ENGINEERING Project: NHD 120 -M By: Sandra Conklin 5 TYPE A (3)2x12 BM 6 TYPE C 6X12 BEAM '(PE F 'HECK 5 -1/8 X 13.5 GLULAM Ra = 2 Span Ra = 5073 DOUG FIR No. 2 UBC TABLE 23 -I -A -1 Span = 10 Tw =6 Uld = 4U• Tw ; 130 Uld =370 Nlmax = Uld•Span M max• l2 /Amax. 4625 fb = fb =585 O.K. 8 :S Mmax = .5 • Ra Uld fb = Mmax. 12 S DOUG FIR No. 2 UBC TABLE 23 -I -A -4 Cd =1.15 Fb = 2200.1.15 Fv = 165.1.15 fv = NImax = 27382 fb =2111 1.5•Uld. S 1.0 2 i Span '• p fv = 1.5•' Uld ` 2 .9� 21 A Fb = 2530 Fv = 190 A Cd =1.15 A = 3.1.5•I1.25 A =51 Fb = 875• Cd Fb = 1006 _ 3.1.5.11.2 2 F�': =95Cd S 5 =95 6 Fv = 109 Cd = 1.15 Fb = 875• Cd Fb = 1006 Fv =85•Cd t 4 8 Span = 19.5 a = 13 b =6.5 Uld = 5.50- 3.5.40 - A = 5.125.13.5 A =69 S = 5.125.13.52 = 156 6 Rb = 4037 _ 1.5.(Rb)I A fv =44 O.K. A = 5.5.11.5 A =63 S = 5.5.11.5 5 =121 6 Span = 10 Tw = 6 Uld = 40• TV, - 130 P = 2141 P = 2141 Mmax = P Span Uld. Sp2' 1✓Imax 12 Mmax =9978 tb = fb =988 O.K. fv =61 O.K. P = 3000 U1d•a• b - . - p.b Uld =470 P =3000 Rb = Uld• 13 - P - Ra ft =88 Job No. 99262 11/11/1999 12 OF 19 ANDREWS ENGINEERING Project: NHD 120 -M By: Sandra Conklin 8 TYPE A 6X12 BEAM 10 TYPE A 6X12 BEAM Span = 10 Tw 13 U1c1 • = 50• T«• Uld = 650 Mmax .= UId•Span2 Mmax•12 Mmax =8125 fb = fb = 804 . 8 S DOUG FIR No. 2 Fb =875 UBC TABLE 23 -I -A -4 1.5•U1d. Sp 1.0) fv = 2 DOUG FIR No. 2 A = 5.5.11.5 A =63 S = 5.5.11.52 S =121 6. • Span = 8 Tw = 18 Uld = 40• T«• — 7.50 Uld = 1070 Mmax = Uld •Span2 iV[in Mmax 8 • s ' .12 ax = 8560 fb = lb =847 O.K. 1.5•U1d- Span 1.01 fi = 2 UBC TABLE 23 -I -A -4 A A Fy = 85 Cd = 1.15 Fb = 875•Cd Fb = 1006 Fv = 85• Cd 11 4X8 O.K. BY INSPECTION 12a DOUG FIR No. 2 Cd =1.15 Cf = 1.1 TYPE B UBC TABLE 23 -I -A -1 Fb = 850•Cd•Cf 4X12 BEAM Fb = 1075 Fv = 75• Cd Fv =86 Span = 9.3 P =40.4.12 Mmax = P. Span 2 Mmax =4464 lb = Mmax• 12 4 S R• = 1.5•P..5 A fi• =62 O.K. A = 5.5.11.5 A =63 S = 5.5.11.52 S =121 6 O.K. fv =76 O.K. A = 3.5.11.25 A =39 S = 3.5.11.252 S = 74 6 fb = 726 O.K. h• = 37 O.K. Job No. 99262 11/11/1999 13 OF 19 Z• tt QQ�> D . J U 0 0 N O U) Lir J IL. u j LL Q, N a I- III 2 Z Z � 2 j 'D o: W W Z u. 0. 111 Z ; Z ANDREWS ENGINEERING Project: NHD 120 -M By: Sandra Conklin 13 TYPE A 4X10 BEAM 1 1 14 1 TYPE C (2)2X8 BEAM Span =10 Tw =1.33 Uld = 50•Tw P = 50.8.1.33 P = 532 DOUG FIR No. 2 UBC TABLE 23 -I -A -1 Cf =1.2 Fb = 875•Cf Fb = 1050 Fv =95 1.5•Uld• I S _ .83 f = 1 2 A 4 8. 1.5•[ Uld. (. _ .83 y — P f = L i 2 ; 2 A A = 3.5.9.25 A =32 S = 3.5.9.25 S — 50 6 Span =5 Tw = 20 Uld = 50• Tw Uld =1000 Mmax = LTId Span M 12 Ivlmax =3125 tb = m ax• fb = 751 O.K. 8 S fv =77 U.K. DOUG FIR No. 2 Cf = 1.2 A =2.1.5.7.25 A =22 USC TABLE 23 -I -A -1 Fb = 875• Cf S = 2.1.5.7.25 Fv =95 5 =26 Fb = 1050 6 fv =37 O.K. z Mmax = P S T Uld• Span Mmax =2161 tb = Mmax. 12 fb =987 O.K. Job No. 99262 11/11/1999 14 OF 19 Z ~ W re U 0. CO 0 ' CO W. J H CO L: O. g Y2 d' I- W Z I-O` Z F- U 0' 0 - CU-. W W' LL ill Z ` W I= mo ; O Z - t) 1.1 A 1 (t) I I • 14.1• • M. RATH t .• 1 1 .1.t I , (0) I • 1 ' t .. _BEDROOM +4 MASTER BEDROOM BEDROOM +3 COPYRIGHT 1990 NORTHWEST HOME DESIGNING INC. SECOND FLOOR PLAN SCALE: 1/4 1 0 BEDROOM +2 ▪ k. • .1' ( • r•-• ■■•( • • • •!■ I , El HALL; • r 541) 5 1 .1 , 3 • 1. L2 •1 1 LJI 0 el..1 .P 9 1 • • • • ••• • • , 1 / i . • 1 1.o. II ' SCALE 1/2*-1*-O" • - 4 I I 1 1 ..1 KITCHEN CABINETS NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 'I) GP' KED DIt-.IN BY DESIGN 120 SHUT NUMFIF 4 401 9 • DIM tll cy DEN 1a', 906 yiVU • 1 : 1� L ; 01 111 .1 ..::I.t •k�l NOOK Fl K1r 1• FOYER ni 1 u FIRST FLOOR PLAN • FAMILY RM.j 0:'1" L GA PATIO 11•.1 ,,n 1 •1 • 11/1111/11 AI 1 Yr.•• A11051117E101A1 YIAtI i 7 I A•111•: •JI•' 1.11 • 0111 1 l w•)" ? 0.. 0' .. SCALE: 1/4 1' - r - 1• 1.. .1 .__G.1. inTe 1•1.. nu • • 1 .r 'MS t_ el •Iv 11•.•,1. 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DIM 11 v1111:: Mill NArll•11 S op, slI :ll,l 7 VI 111 WAII 11111 A11 11 17111: 11111, 1111111 VAI VI ti 1011117• 7 1 11111 111111 :N1111: Al AI 1 1'1111.111111•: At101.111 117111rAI fat (11. 111A111J11 5 AI 15111)Wi '2411 `i 10 Ur WAN 11 1 10 .dlN11A111.1 /11 Alll)Vr MAUI 1111 I SI111W1 1 1 1 1 1 1 1 111A11111 10 61A411.11114 f1 N 1• .1 f 10W 7 A l t 0 1 A /1111 :1•/1111111 7r AUOVI 1 1 1 ( . 1 1 1 . ^.n! r I V 1 :1 AS5 • 1 All la A/1111: W1111111?I'01 A 0•••1111111 Vi1111il1111 1111 1111 11••••11 1 1 . 111: 4AI 1 5 1 1 1 1 2. 4 4 11 Al 1. SNYI 1/ :111 •: 10 IIF 1111 1111,: •.I 1' 111 nl 711!1 111 • 4r to 11.1 1.1111. WIN 1 :11AI1111 1111111111. ll 1 1 t1111(: If It / l) V• 1':.11 11Al:h 111` p1 "• I , : •' �.: ^ tJ .tl III1 PL1 IS FOR G::E UInUIG F RFNT FLOOR AR �SQ �I11t; SFft": • U PPER FL OO R; 1 145 SO. FT. LD E 0 LOWER FLOOR: 1220 SO. FT. � ool ( I TOTAL: 2373 SO.FTT `' . - •GARAGE: 431 SO. F T. -• R GLASS AEA 430 SO. 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CHECKED L N BY OESICH 120 SHUT NUMB, 5 50F9 • A 1 , I II ol .1 :1 i t 4 111A/4111f; 110 11 ; ; I •i I; 1' • VANITIES SCALE 1. 7 • 1 UTILITY CABINETS ,1. , 1 • 11 11 A .11 1 1. 1 1 111 A111 11 It .1.1 111 . •1111 . 41 11o11 11W1,1 11 I n 1 4 III 4111 'II 14 1 ■•1■•• I 1,I.1 Attl1V1 1 -WI 41111.• 1. • '1 1.1111..1 '11411 • 411 / 1 1 V411/1 ',PAW: I .141 .4 I4IIIItAIISflI " 11 • ott,..111$ 11.11 t 1111 41111 •11 1 Si 11 .II,ilII 111 ■ Ilo .a. • 110 rf 16 4. 1 , 7.7' I ' : • . 3,5 r 80 SECOND FLOOR.. FRAMING PLAN SCALE 44:1 ED Ij • I • "Posr 4 coK. Nola: All shu•lostal control shown ant los otlinnocu 011114 41•11 11114IMIMISco1kI4l4l5 Inyt1 Its • NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. CHICKED DA- .14 111 t DESIGN 120 WEI NUMB( I 3019 IFOUN1.1.1 IOU 1411 !Et:. r A/1_1410 1 1 POL.: 1 1 1 111 411 • I ....osn .r.7111■11n 11410 .1;..111.41 1) 61A114.1: .•■••■■• 2. ILLLVAXIII 444 •:Coa 1.4111 W 11)111:1411 v .).1 . 1111: 1111 .111 17 1 c11.11LASA.; 111 111 4. IlUhl j.f,jf t d At n •f• 24.1)!.0 1,11 41rn ....1•111 lllll 1/Inr.1 4 Al LicrAL 14) 111 1 114:1114/111 11 A.).1tri.:1 1 .')L104 Juni) !AA fiLLY:k .1 L 1 1 • . .1$ .L4 A& ICC SCX 1/1 11/ 15.1. , ,ti 111 111.U. 1 0.111 ..ect • 1 1 1 111111 0111.1 SPAN): 11:1 11 1.1 1 11 ,440 lir .1 7 F 1 . 0 1 . 1 1 1.10151 51 11011 11 111• . .liv14/1 1 11 1 ) 1 ATt 1 1A1 1 1 . A l 1 4 1 1 0 4 4 Mir) At LAC/1 t11 1 1 4 ' . 2 11 1 1 11 • ! • . 11 1 ) 1 1 : . 1 1 1 1 1 r 1 '.01)11.111 C4 1■412 1 iritt i. MI 11111 1 1St 1 .11 1.11 1%1 10 MI 1 I 4..1 1E1/ A1 II/ MU 1 1 1 114011* 1.41/111.4111.1 A1 Sti n I1U1v0)t C11311411 •1,1.1 Mil Mk in ri fi MC: ..11 / r- 54 'a Ilral • •.1 41 111 I))) • Th . 4 r:+■■ 71 •1 . . .11 11 1 i 4B I 141 1.1., 44 I - • : ' I - I I • I 1 1 .1, ,1. 1 ‘,. . t., n .?; . i il H i. •I. tr Ft „ `I . A • L 4,41 •111 r• I I I T !* . • ' if • FOUNDATION 4 FRAMING __FR_ SCALE 1/4-1-0 . 1 v.4 1. n•I fa • .1-Anipp 'WU A I . r - I 1" ra 1 , 1---- Lt_ i_ i 1, )1•1 w • nni Mc VA11411.111411 11■”1./14 CISME/MD 1 1 ..11 Hain )11 •1 1 avnnrc I SLAM. 0 el 1 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. I =3 3 z NO MANUFACTURER FRAME MATERIAL MODEL # SIZE U -VALUE AREA S.F. 6 So uvt,wt t "-?- U 1 LA 1 (( I ` 7 D S - b /a 11 /` CITY OF TUKWILA " 1165-6 1/D i k le APPROVED a 6 y 0 10 a Li* a JUN 2 9 2000 a' ?° do !/ 1/ AS 11O [ED Llo 3 <` 3), bt L /D 6` U IL E U LDtNG DMV fON 3c 1/ ° `7 y y . It / lr lr clod 6 17 l0 I 14 ri 61/.‘9 / i t 1' 6 0 /g Lt WCO SCI, ' ,02,c(;- 1 (Y 6 l 7 I R . 't a O&b 0 6 '/L CITY Or TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 WASHINGTON STATE ENERGY CODE RESIDENTIAL COMPLIANCE FORM ct oFTUK�ti'IL� PRESCRIPTIVE APPROACH AP 2 8 20011 1. HEAT SOURCE: Gas (gas, oil, propane, heat pump, electric) � CENTER ED 2. WINDOW SCHEDULE: Fill in the window schedule based upon the proposed residential desig an calculate the glazing area as % of the conditioned floor area. 3. CHECK PRESCRIPTIVE OPTION: Glazing percentage will determine which option to choose. Ma option at top of column. (See back of this sheet) WINDOW SCHEDULE GLAZING /SKYLIGHTS BY TYPE TOTAL GLAZING AREA `130 TOTAL CONDITIONED FLOOR AREA a3 ?3 S.F. The proposed glazing percentage must be less than or equal to the glazing percentage listed under the prescriptive option that is selected. rtnnf TOTAL GLAZING AREA 4-) (add entire column) S.F. x 100 = 1 Ni' b w)vvl H -15 ACTIVITY #: PROPOSED GLAZING PERCENTAGE `3. 000 •123 z W . D 00 w N w J LL ?. �' = W z 1 - I- o Z w w 0 - 0 I-- w ui IL P wZ 0- 0 z • ❑ 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) 0 100 CFM (4 BEDROOMS) ❑ *Whole house fan also serves as a kitchen or bath spot fan: 0 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 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. 303.1.2(b)) shall be used instead of a whole house fan and fresh air inlets in the bedrooms: 0 YES 0 NO O 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. _ in Fr sh air shall be provided for each unit as follows: (IAO Code, S. 302.6.1): 40 Each bedroom: Tested, screened, controllable, through -wall port (> 4 sq. in.) to the exterior. O Overall living area: One wall port as specified for bedrooms. � O .. R 3 : El Central forced air furnace which delivers outside makeup air through the ducting system. ENRGYCOD.DOC 2/13/97 CITY C' vr 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. Z �r. Ir e U0 U) J 1- N u. W 2 Q . N � a I— Ili Z � I— O Z W W 0 O N o � W H H O u- Z . W co O ~ z L_ IAPTER 6, PRESCRIPTIVE t t- ITIONS FOR ALL "R" OCCUPANCIES, CLIMATE ZONE 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. HVA.GAF .Glazin o of floor.. .,.,.,<U -value. 2. alls ? above. IA fe/o`w:`aracle erio' io xtevo ':Slab on,grade with a ry ' aulfe HEAT SOURCE: OTHER (gas, oil, propane, heat pumps) OPT I 0 • - 10: . OPT II OPT III OPT IV OPT V O O O OPT VI* OPT VII* 0 0 * < two stories ' The " >" symbol means more than or equal to; " <" means Tess than or equal to. 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. ❑ YES ❑ NO Option may be a better choice. Notes: Approved by: Date: ENRGYCOD.DOC 2/13/97 a�' 1a9F!! S+ 1v,{? �SIVM, 9? i7!% f�t5ACU0. tCStt^ np�{` OStrfF� '.'k1."M,1w..,atn,;v.�?!se:��c; r,.yy «•i ?<S":u;.�. 1 . R . " ^7. : n. q�M•i.tiws.P - , � , =^e J`:<�a�ti:<'.; ...:Y � ... -a+e y r# . . .. '� ^sf..kyry.r.n.�:tq� ! tfwf`^ T't: ���, f� r�ai :,n.t'R^a'rJ.y;"kiiMS"r z w 00 J = H w o 2 �Q c.2 d I- w Z = ZI- w w U 0 52 o w W H2— .. z w — = 0 z June 12, 2000 Paul Gullett PO Box 58628 Seattle, WA 98138 RE: CORRECTION LETTER #1 Development Permit Application Number D2000 -123 NW Development — Parcel 4 4257 South 148th Street Dear Mr. Gullett: jesigatemmcm City of Tukwila ost Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 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 Department. At this time, the Fire Department, Building Division, and Planning Division have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision 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 (206) 431 -3671. Sincerely, affrilinit Tammy Beck Permit Technician encl xc: File No. D2000 -I23 bibcL 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 re W 00, N o, q W O! LL a - x W. I- a Z I-• • U �+ N' • w .. Z ` • w N ' Z BUILDING DIVISION REVIEW Date: Project Name: Application #: Plan Reviewer: August 8, 2000 Northwest Developn: D2000 -123 Bob Benedicto Tukija Building Division 63 r Southcenter Blvd. Tukwila, a, WA 98188 2061 A31 3670 RE: Revision #1, to Permit D2000 -123, at 4257 S. 148 St., Lot 4. 1. The drainage plan for the subsoil drain calls for the drain pipe to be run -through a trench filled with washed gravel and then to "daylight" at the termination. This is an unacceptable termination of this drain. Refer Uniform Plumbing Code Appel ,dix M, (Washington State Amendments to the Uniform Plumbic ,:, Code) and show compliance with the applicable requirements or :,ection M1.5. • Page 1 1.1./08/00 m•; inc. (FORMERLY DALEY ENGINEERING CO.) RECEIVED CITY OF TlA li,A F:00 -120 148thStLot4Footings NOV - 8 2000 PERMIT CENTER FOOTING DRAINAGE RECOMMENDATIONS For: NW Development Inc, Location; 42XX South 148th Street Lot 4, Tukwila, WA Purpose: Insure footings for new house are properly drained MBE - DBE DALEY - MORROW - POBLETE, INC. ENGINEERING • PLANNING • SURVEYING Footings and interior footing pier pads should be placed on firm dative soil. r. No on- site -fie a disposal system will be installed on the lot. 6. v ik., i 4 ,„ :/ ' , ‘ , 1 . , 71; 9'!S'•'fiX•'.F.r ucW RM4t'ltl. 726 AUBURN WAY N. AUBURN, WASHINGTON 98002 TELEPHONE (253) 333 -2200 FAX (253) 333 -2206 r��•Nr';: =f, c. 2'.7:2 Site Description: The 8,385.6 sf lot slopes down to the southeast at a 15% slope. The soils are slowly permeable silt loam with some gravel. The lot will have a 2,430sfhouse and 900 sf of driveway or 3,330sf total impervious. (see Site Plan) The footing excavation extended below the lowest point on the site in order to reach stable soil. A spring was exposed under the house. The footing drain will drain to a dispersal trench at the southeast corner of the site. Footing Drain Design: As the soils on this site are Silt Loams, infiltration. cannot be relied upon for stormwater control, and no downstream drainage system is available to connect to. Dispersion trenches are the only practical storm water control method for this site. Groundwater was observed within 6 inches of the surface at the southeast corner of the site, the footing drains will be placed as high on the lot as practical. There are no existing storm drainage pipes or ditches in the area to connect to so the southeast corner of the site will drain by infiltration and sheet flow. The dispersion trenches will promote infiltration into the soil and will spread any remaining runoff over the grassed yard to imitate the existing condition. As the lot slopes to the southeast where an existing swale is located, surface flows should not cause a problem for downstream properties. The footings should be back both inside and out with free draining gravel backfill ( quarry spalls or Class A pit run gravel). This gravel will allow water to be collected by the footing drains and drain away from the house. 4" 0 weep holes should be placed at the bottom of the footing wall at 10' o.c. around the lower portion of the foundation to insure that water from the spring does not build up under the house. W+ Id wrn,.,' aw* a. ar•. ra o"+'., .r�uw+n•;eer+ln!»•r.'3Ylvnrn�rT • W tq+!o SN1i? jK/'fYgF tWY75Y!'�I 3 P120M : DATE: ` G "1 0 TO: PHONE NO. : NOV. 06 2000 10:27AM P1 NiThwannifin RECEIVED FOB 58628 SEATTLE, WA 98138 246 -5321, FAX 246 -5327 NUMBER OF PAGES: S INCLUDING COVER SHEET. FAX NUMBER: NOV 0 6 2000 COMMUNITY DEVELOPMENT SENT BY: MARK NICKELS COMMENTS: ' Z3 z w re N . 00 W = J F- WW LL Q Cog :z Z o. w o- . CI �. w w: I It- Lll z. I . :o r F%OM : 1 0 /3 0 / 001 FOOTING DRAINAGE RECOMMENDATIONS For: NW Development Inc. f aG' ‘7- C 5 Location: 425; South 148th Street Lot 4, Tukwila, WA Purpose: Insure footings for new house are properly drained No on- site - sewage disposal system will be installed on the lot. 3extjamin P. Anstey, P.E. J *00120 PHONE NO. d m p, Inc. ` m POBLETE, INC. Site Description: The 8,385.6 sf lot slopes down to the southeast at a 15% slope, The soils are slowly permeable silt loam with some gravel. The lot will have a 2,430sf house and 900 sf of driveway or 3,3 total impervious. (see Site Plan) The footing excavation extended below the lowest paint on the site in order to reach stable soil. A spring was exposed under the house. The footing drain will drain to a dispersal trench at the southeas, vorner of the site. Footing Drain Design: As the soils on this site are Silt Loams, infiltration cannot be relied upon for stormwater control, and no downstream drainage system is available to connect to. Dispersion trenches are the only practical stoitn water control .method for this site. Groundwater was observed within 6 inches of the surface at the southeast corner of the site, the footing drains will mostly be placed as high on the lot as practical. There are no existing storm drainage pipes or ditches in the area to connect to so the southeast corner of the site will drain by infiltration and sheet flow. The dispersion trenches will promote infiltration into the soil and will spread any remaining runoff over the grassed yard to imitate the existing condition. As the lot slopes to the southeast where an existing Swale is located, surface slows should not cause a problem for downstream. properties. The footings should be backfilled both inside and out with free draining gravel baekf ll ( quarry spalls or Class A pit run gravel), This gravel will allow water to be collected by the footing drains and drain away from the house. 4" 0 weep holes should be placed at the bottom of the footing wall at 10' centers around the lower portion of the foundation to insure that water from the spring does not build up under the house. 1 of 1 MBE -DBE NOU, 0E 2000 10:28AM P2 ENGINEERING • PLANNING - SURVEYING 726 AUBURN WAY N. AUBURN, WASHINGTON 98002 TELEPHONE (253) 333 -2200 FAX (253) 333 -2206 �. . z w re JU 000 co WH N U- w gQ to m = d I o w o - 0 1— =U I— U. - z = . o � z • 'FROM . CJNG•, '�c = 2sto ?sr 1y =401451 to roar bACKPf Lf C t icy i °N 1, kttis ' N Ostk (KV rL XPIRES 618101 1 1Hkii 43 u �a� PHONE NO. : NOV. 06 2000 10:29AM P3 C < K 4.eir —'' 1 1 r , Z 5 ' t. O, Wa4l_ /' i Nor ize (RAWL J c 40NY . 0t 'F. VIDA4 .../ rx)N A dNot3q s t vie 5 dC 644a_ 4 1 - 6 " 4e, 160 *(z7 061 Q►z 't 4 Q. i t," o t. Pd Gu eLS z 1._Z w . 6 O . 0 0: w co w` J w °. g Q . u) a , 1-0: Z I- o .0N 0 1- wW L 0: L Z` U 5 01 z • City of Tukwila 6200 Southcenter Boulevard • Tukwila, Washington 98188 Steven M Mullet, Mayor A G R E E M E N T 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 148 and 4257 South 148 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 Z9 day of , 2000 `' L or the City Of Tuk ila CF: City Attorney Public Works Department Permit Center Phone: (206) 433 - 1800 • City Hall Fax: (206) 433 - 1833 west Development Of attle ... CITY OF TUKWILA Id: MISC170 Keyword: UACT User: 1671 06/29/00 Locks /Holds /Notices regarding an Activity DEVELOPMENT PERMIT Permit No: D2000 -123 Occupant: NORTHWEST DEVELOPMENT Status: PENDING Address: 4257 S 148 ST Notice: HAUL PERMIT REQUIRED WHEN HAULING OVER 50CY OF ANY MATERIALS Line User L /H /N Text 1 1639 N* HAUL PERMIT REQUIRED WHEN HAULING OVER SOCY OF ANY MATERIALS 2 1639 N* one permit needed for d2000- 119, -122, -123 3 1639 N* Jim or Jill review conditions with applicant 4 1671 N* ** *HAVE APPLICANT SIGN AGREEMENT ON TAMMY'S DESK * ** Enter Option: (A =Add, C =Change, D- Delete, I =Inspect) * =Now in Effect Press F2 =Next 12 F3 =First 12 ESC =Exit L /H /N Record Added O.K. W �O V)W; • LL w O: u_ a ., Z d; I- W: Z I— O Z • ut D () co 0 I-'• F - ; L Il Z 0 = I ; O ~ z August 1, 20.00 Paul Gullett NW Development PO Box 58628 Seattle, WA 98138 Dear Mr. Gullett: City of Tukwila Department of Community Development Steve Lancaster, Director SUBJECT: CORRECTION LETTER #1 to Revision #1 Development Permit Number D2000 -123 NW Development - Lot 4 4257 S 148 ST Steven M. Mullet, Mayor This letter is to inform you of corrections that must be addressed before your revision to this Development Permit can be approved. All .correction requests from each department must be addressed at the same time and reflected on .your drawings. I have enclosed review comments from the Building Department. At this time the Fire Department, Planning Department, and Public Works Department have no comments regarding your revision. The City requires that two (2) 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 two (2) 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 -123 Revision #1 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 z W 6 v . oo co 0 W = J WO J u. < . CO = W 1- = ,, Z � 0 Z ~ C.) 0 - 0 IF- WW I- F .. ill 0- 0 z August 9, 2000 Paul Gullett Northwest Development PO Box 58628 Seattle, WA 98138 RE: CORRECTION LETTER #2 — Revision #1 Development Permit Application Number D2000 -123 Northwest Development — Lot 4 4257 South 148th Street Dear Mr. Gullett: This letter is to inform you of corrections that must be addressed before your revision to this 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 Building Division. At this time, the Fire Department, Planning Division and Public Works Department have no comments. The City requires that two (2) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit two (2) 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 (206)431 -3672. Sincerely, uixtd,„ Brenda Holt Permit Coordinator encl xc: File No. D2000 -I23 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 1 w U 0 0 , u) w = J H CO IL w 0 gQ = F- _ z F.. 1-0 Z 1— Lu w U 0 ; o w u 1' �U U-8 w U = O I - z L--°T NORTHWEST DEVELOPMENT of SEATTLE, Inc. City of Tukwila Public Works Dept. RE: Comment letter dated 5/9/00 1. Attached are revised storm water designs (4 copies for each project). 2. Erosion prevention and sediment control plans can be found on sheet 2 of the civil plans (4 copies included). 3. Separate cut and fill volumes are called out on both pages of the attached civil drawings. There will be 0 cubic yards of fill and what's left over from the footing cuts will be spread evenly throughout the site. The difference in elevation this creates is so minimal that it does not alter the existing topographical drawings. 4. The geotech requirements have been waived. The site contains no sensitive issues or landslide hazards per a letter you have from the city's urban environmentalist. As a note, I was denied access to the letter so you'll have to procure your own copy internally. 5. I understand and agree that no parking signs will be posted along the access and at the turn - around once the permits are issued. 6. We've decided to leave the existing rock wall which negates having to get an agreement from the neighbor to remove it. 7. Street improvement requirements have been waived per a meeting with Jim Morrow and John McFarland. 8. Four copies of the recorded sewer easement are attached. Due to waiving the street improvement requirements the construction easement is now inapplicable. 9. The full copy of the recorded undergrounding waiver has already been submitted. Additionally this requirement has been waived per an agreement with Jim Morrow and John McFarland. 10. The waiving of the street improvements renders the road drainage requirements inapplicable, especially in light of the fact that we are not adding any new impervious surface along the ingress /egress. Sincerely, Paul Gullett P.O.Box 58628 SEATTLE, WA 98138 206 246 -5366, FAX 206 246 -5327 Kcc.4iow Lie 4{*" t ZO�H2 3 7 June 00 RECEIVED onv OP TUKWILA JUN - 9 2000 PERMIT CENTER z ,„w 2 0 00 0) 0 U) w 2 u. J Z = Z w w 0 I- w L I O w z = 0 0 H z NORTNWESTDEMOPMENToISLIATTLE Inc. P.O.Box 58628 SEATTLE, WA 98138 246 -5366, FAX 246 -5327 LETTER OF AUTHORIZATION I hereby authorize Paul Gullett to conduct any and all business on my behalf relevant to procuring permits of any kind. This authorization shall remain in effect until otherwise notified in writing. Cs O �fcvV11 A APR " veso Mark Nickels, Owner Date. —.9a) Oz.oO0 z 1 W . c0 0 cow W , w 2 g Q z0 . i s Z F . � zt Lu U pr O N .. CI I- W W , �-o Ii. .z H � O z PERMIT COORS COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D2000 -123 DATE: 4 -28 -2000 PROJECT NAME: NORTHWEST DEVELOPMENT - PARCEL 4 SITE ADDRESS: 42xx S 148 ST XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division 4106 i-2-00 Ppalic W rks I l�►r'1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: V'NNOUI LOOC 5 cyl >,'1, Incomplete APPROVALS OR CORRECTIONS: (ten days) Fire Prevention , C 6 4e) Structural Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DUE DATE Approved - Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: n - . xmmrazT S�C' i '" f„ r� r�i*,.' a? tl: �e}'+ n. �! �xsscc�aia' ss��az�+ unww^.* wswam;:*• r�r� +;x'f•rx� .M..., r<. r., .. ,...,.T ...._.� ,....... _... Plannin i Division iYel tom, 13 -2-00 Permit Coordinator III DUE DATE: 5-2-2000 Not Applicable n No further Review Required DATE: DUE DATE 5-30 -2000 DEPARTMENTS: Building Division Public Woiks frl4 Awc' (0 - 2.,g Complete Comments: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D2000 -123 DATE: 6 -9 -2000 PROJECT NAME: NORTHWEST DEVELOPMENT SITE ADDRESS: 4257 S 148 STREET SUITE # Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter # 1 Revision # After Permit Is Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete TUES /THURS ROUT! G: Please Route Structural Review Required REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: Approved Approved with Conditions REVIEWER'S INITIALS: DUE DATE: 6- 13-2000 No further Review Required DATE: Planning Division Permit Coordinator Not Applicable Fl ■ n DUE DATE: 7 -11 -2000 Not Approved (attach comments) H DUE DATE Not Approved (attach comments) DATE: ACTIVITY NUMBER: D2000 -123 DATE: 11 -8 -2000 PROJECT NAME: NW DEVELOPMENT - LOT 4 SITE ADDRESS: 42xx S 118 ST SUITE NO: Original Plan Submittal Response to Correction Letter # XX Revision # 2 After Permit Is Issued Response to Incomplete Letter # DEPARTMENTS: Building Divisio Pe II - I Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Please Route PLA TUES /THURS ROUTING: Fire Prevention Structural Incomplete Comments: Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved V`RRUUI f.000 51.1.1 REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved Approved with Conditions REVIEWER'S INITIALS: �! z ~ w re 6 UO w= J Qw wO Q . u. = �.. z � � z � ILI 'Li U � 0 OF- LU w I F- II-- O .. Z w O ~ z ACTIVITY NUMBER: D2000 -123 DATE: 1 0 -16 -2000 PROJECT NAME: NORTHWEST DEVELOPMENT SITE ADDRESS: 4257 S 148 ST Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter # 1 XX Revision # 1 After Permit Is. Issued SUITE NO: DEPARTMENTS: Buil 'Division Public Works Complete WWxe01/1[D C sr� 1e 0 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP DETERMINATION OF COMPLETENESS: (Tues., Thurs.) APPROVALS OR CORRECTIONS: (ten days) Approved Pr Approved with Conditions Fire Prevention Structural Incomplete REVIEWER'S INITIALS: Planning Division Permit Coordinator Not Applicable DUE DATE: 10-17-2000 Comments: TUES /THURS ROUTING: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: n DUE DATE 11 -14 -2000 Not Approved (attach comments) DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D2000 -123 DATE: 8 -3 -2000 PROJECT NAME: NORTHWEST DEVELOPMENT SITE ADDRESS: 4257 S 148 ST — LOT 4 Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter # 1 XX Revision # 1 After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUT G: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved '1 KKO,uTIAIIK s., REVIEWER'S INITIALS. pow REVIEWER'S INITIALS: aft PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete Approved with Conditions CORRECTION DETERMINATION: Approved Approved with Conditions I Planning Division Permit Coordinator DUE DATE: 8-8-2000 Not Applicable n DATE: DUE DATE 9-5-2000 T ' 1'1 Not Approved (attach comments) E: 8 -1-er) 45 DUE DATE Not Approved (attach comments) DATE: II z a re w J U. 00 J = � w° � w z = Z I- w c o U 0 — 0H w ui U �'O w Z . U = 0 z h. ACTIVITY NUMBER: D2000 -123 DATE: 7 -28 -2000 PROJECT NAME: NW DEVELOPMENT LOT #4 SITE ADDRESS: 4257 S 148 ST Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # XXevision # 1 After Permit Is Issued D Buil g Oen Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route I 1 Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved CORRECTION DETERMINATION: Approved VMIRI III(.Iw[ Y!I PERMIT COORS COPY PLAN REVIEW /ROUTING SLIP Approved with Conditions Fire Prevention n Planning Division Structural Incomplete ILeAr) (PA REVIEWER'S INITIALS: REVIEWER'S INITIALS: Permit Coordinator Not Applicable No further Review Required Approved with Conditions Not Approved (attach comments) ` ......�.....�... .....�...,........ - ..., ... .. DUE DATE: 8-1 -2000 DATE: DUE DATE 8 -29 -2000 Not Approved (attach comments) DATE: DUE DATE DATE: z Z QQ • � J U O 0 N o CO (0 u. w 0 � _ • 8 Z � Z° U � o ff ILI = U I- • i-- -Z tii U = O F- z Revision • No.. Date Received Staff Initials Date Issued - - 'Staff Initials I I I I I I Summary of Revision: Summary of Revision: Received By: Revision No. • • Date Received Staff Initials Staff Initials r Date Issued Staff Initials I I I I .... Summary of Revision: Received By: Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials Summary of Revision: Summary of Revision: Received By: Revision No. Date I Received Staff Initials Date Issued Staff Initials I I Summary of Revision: Received By: PROJECT NAME: welt p Meth - PERM ■ NO:.. DN 1 Site Address: U2.61 43 t LI S ST - -- Original Issue Date: REVISION LOG (please print) Revision No. Date Received Staff Initials Date Issued -CU Summary -CO • • of Revision: I or op i I (W y' /U <'a, or + Oa d * 'a iv c . vc v i-se p {ate Staff Initials i (please print} ' (please print) please prin .., " ...,... _ .,. please prin z Z QQ 2 JU 00 0 w U. J WO H O 0 H W u.I I ( • ) r LL O . z W co O H z City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 J (206)431 -3670 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: D2000-42§ I D.3 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: 8(,/ Phone Number: LO) 5366 Summary of Revision: Sheet Number(s): "Cloud" or highlight all areas of revision including date of revisit II Received at the City of Tukwila Permit Center b 1 I I L9 6 tY f kil t y' t t I� Entered in Sierra on l0 9"00 _. ,............" z i- w . �U UO O w= 2 0 g Q . co ° . z Z F- LU 2 O • N D I—' w • z u i U =. Off” z Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. City of Tukwila Department of Community Development Date: d df Plan Check/Permit Number: P2,000 Ai2 S O Response to Incomplete Letter # O Response to Correction Letter # CD/Revision # after Permit is Issued Project Name: ,( IGJ P LVE cv�'�r4?- V7 Project Address: 4Z5 `7., S / 4e3 40 44 4- Phone Number: () 4 f 6- Contact Person: L y " V v� Summary � Revision: s, /1 ?9z � LL g �,�� -- � C)e (i £( /A . C� -� ((� f 7( LSi )E S 4 _ jc /-S oA YO 1 r (_57 0,-od eTz. DC, RZOA ' i'oic, c u EGG (ovti(s6-JR-d 'Lou Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center bbyy: Entered in Sierra on RECEIVED CITY OF TUKWILA JUL 2 8 2000 PERMIT CENTER John W. Rants, Mayor Steve Lancaster, Director 06/29/99 cnnnIah:•,.g, ....., «,. A�,„ n ".ri cutt g,00,,,t T4lkli?. ,,w, gtn rt.,.Q61..8 .,.!...200 / .2061 431.3665 z � re 11 QQ = JU 00 0) 0 J = F- U) LL w 2 g Q I Z f. w w U � 0 — O w ui LLO .. Z w 0 z City of Tukwila Department of Community Development John W Rang Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: t Plan Check/Permit Number: 0 Response to Incomplete Letter # [■" Response to Correction Letter # / Revision # 'I after Permit is Issued Project Name: t 4..12..s' (� /012-!Jl a Project Address: , /) v7 S. I ' 9 S 7 . L-0 ?` Contact Person: i L.- 6, LLB ►- Phone Number. Summary of Revision: Sheet Number(s): RECEIVED CITY OF TUKWILA "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on ipa wt. - /} 3 AUG 3 2000 PERMIT CENTER 06/29/99 !± etc +xv.thaetnretn.P.entiPliar.it unitit.Re' WO. Tuil as . s 7511(ngro.._98188 ' 12061 • Fax. 12061 431-3665 z Z O 0 CO 0 w (1) ui O LLQ = • d F Z� Z ww O • S 0- w F- -. • O w Z U = O ~ Z Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: /t • / y o Q (3 Response to Incomplete Letter # Response to Correction Letter # iu „-' Revision # after Permit is Issued Project Name: v - ` ll—tv"_S ' 04-L,e-(opfrit _ Project Address: 5 7 5, 5 r Contact Person: Summary of Revision: d i -Ciao'," C -12.J2-- 4 S s ` ' t ; "Le- 7 L Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Plan Check/Permit Number: Phone Number:dD‘ a 4' L'-'-- .* G J �►� s PERMIT CENTER s. pie Ag. RECEIVED CITY OF TUKWILA OCT 1 6 2000 08/30/00 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: f v 0 1 D 0 Response to Incomplete Letter # 0 Response to Correction Letter # Revision # Project Name: Project Address: Contact Person: Summary of Revision: City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 after Permit is Issued L(Z�k S 1 tlY k /`' \a4(.c (1i' S 4Jck a cF t cr" C,0164/- Received at the City of Tukwila Permit Center by: Entered in Sierra on I l -e -Do Plan Check/Permit Number: c9 q 027 �.,,,sy¢HIfP��PT �°.: l�N' S�S!" llsRtM�- 7R�: vr,. r..' 4' �` i"' fiN��u`"- ma711' 1^ �vs' P`•;? q�rn^ v'! Rmm..-, «n�:.�mHw�c.Kwrn;,+.�w......... era! a�u +��au.+vr.rxr.sl�w7rr++e.�.ar +� RECEIVED CITY OF TI I <'NR.A NOV - 8 2000 PERMIT CENTER Phone Number: 7 -06 Z `f 6 -9 3 z I Zu ` '(Z7 r (L3 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision 08/30/00 Fire Department Review Control #D2000 -123 (510) Re: Northwest Development, Parcel 4 - 4257 South 148th Street Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. For short plat development (four single family homes or less), hydrants shall be placed so that a hydrant is within 250 feet of a building. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #1692) 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. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 City of Tukwila Fire Department Thomas R Keefe, Fire Chief May 4, 2000 All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department Steven M. Mullet, Mayor ","- I t ? 1 p tM ITI T'ts: ., S �azsx?tf t ZIMMI'fi z Z W J U 00 CO o. W= J � N LL, W 2 LQ I— al z � H Z ~' 0 o U O N 01- u j ..z w 0 z City of Tukwila Page number 2 A S�KAY.R�tSNk YMXI !? 4:'?:! tr, ! NIcIftMna rnr ,e,T.44?'.'"ra*'?5`d!YYstTpk, ;q mw G L+ •saa�wn= •.x• +.K�awr�ix+ 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. Ty Steven M Mullet, Mayor Fire Department Thomas R Keefe, Fire Chief 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) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206-575-4439 z z � w �U UO NO W F-- u. w L Q' co y w z � H z w i- ui n o, U ON � w H � U. O .z . w U = O ~ z City 4741414414 Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief Page number 3 Yours truly, cc: TFD file ncd S 1 The Tukwila Fire Prevention Bureau Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 PART A: (To be completed by applicant) Site Address (Attach map and Legal Description showing hydrant location and size of main): 1 0->iy . Si IL(? 51. (pc_ c 4 ` - ( t :i }ii r . ; :. : 'f'" .t �,.c.- , ;ry: i t.. .�.iT' _ �` : .:.OWnertritormation. . . . SKI . !i-' � [ *t .1�,.. �.: '(.. � :..,�.�. ; .;., ., ,.:r ' u ::1� e t' •f Q' :Y :ti :r • H{� :: � 5'� D '���•. > : _. i-�9 -t i,�:y ri Ager�tlC�'��tao�[?ei'soiii u ..,:.�,,.�_�t . -��:. .��...,�,.;:.. Name: � Lx. .es° 4� .. ± ( Name: j (1Z— �� �..�� r� vEo Address: ,Q r 10 }( ..S y & . P Address: - 5,1) 0 iv .. Phone: I ) -5 3d 7 _ Phone:,e6 CD t( f, - 573 6i f b i- ‘ 3 ' ��t�t �� This certificate is for the purposes of: 7a Residential Building Permit CI Preliminary Plat El ❑ Commercial /Industrial Building Permit ❑ Rezone ❑ Short Subdivision Other r ? EP�'�s cNT, Estimated number of service connections and meter size(s): / - 3/ 4 Vehicular distance from nearest hydrant to the closest point of structure 1 (CO ft. Area is served by (Water utility district): (c ) _S Owner /Agent Signature Date: � CITY OF 'UKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 PROJECT #: P iia Certificate of Water Availability (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 t1( c.c'vt (City/County) The improvements required to upgrade the water system to brTfig it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: if (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 /(J Sky gpm at 20 psi residual for a duration of 2 hours at a velocity of 6. 5 fps as documented by the attached calculations. I hereby certify that the above information is true and correct. 3 Agency /Phone ?,i(1G —2 f2 - 93' 4 0 By WT1AVAIL.DOC,6 /5/9b .: ,rt,: •,,; 7 —( 3 - v Date PART C: (To be completed by governing jurisdiction) Water Availability: ❑ Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item C2 are met. ❑ System isn't capable of providing service to this project. Minimum water system improvements: (At least equal to B2 above) (Use separate sheet if more room is needed) Agency /Phone By Date P z w tr 2 00 CD 0 w= � u_ w 2 g< = t- z F . I- 0 w uj 0 0 I- LL) Lb Z U= O~ z Part A: (To Be Completed by Applicant) Purpose of Certificate: lia Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: Residential Single Family ❑ Residential Multi- Family ❑ Commercial ❑ Other Applicants Name: N r -4'i, pv es /' De.v I op rt, c ., -f- Phone:(�v 6) dy6 - ) (j ,,, I ) Property Address or Approximate Location: Ha x X S , l y P ill 5J> Legal Description(Attach Map and Legal Description if necessary): RECEIVED Parcel 4, Tuk S.P. L92 -0061 930628207 CITY OF TUKWILI. TC. 004200 -0033 APR 2 8 2000 Said short plat DAF, Lot 5, Blk 1, Adams Homes Tracts ?ERMIT CENTER Part B: (To Be Completed by Sewer Agency) :i 1 Vi 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: �o 93 GFC: $ ? SFC: $ 1 9 0 O UNIT: $., .7? 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: I 'WORKING TOWARD A BETTER ENVIRONMEIIT" t . SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY ❑ Certificate of Sewer Availability OR 0 Certificate of Sewer Non - Availability I her certify that the above sewer agency information is true. This certification shall be valid for one year fro n tt a date of signatu /e. 14816 Military koaci SuuLfl P.O. Box 69550 Tukwila, � 98168 Phone: (2&u) 242 -3236 Fax: (206) 242 -1527 4 m1 /0 Title ate z w re ug� J U U • O W F- w O 2 u Q =d Z � t- O Z t— w • w U Off O t` w uw O W Z U =. O ▪ ~ Z � � SINGLE PARTY VAL VUE SEWER DISTRICT 14816 MILITARY ROAD SOUTH DECLARATION OF SIDE SEWFA EASEMENT P.O. BOX 68063 SEATTLE, WASHINGTON 08168 242 -3236 9302041305 TO ALL WHOM THESE PRESENTS CONCERN: Notice is hereby given that I, 4261 South 148th street robert thayer 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) Eat - / 0 4 6( soafik e 3Z 1P 1 -di 1 ,21k . I 1 4 40 i s ame.'f - 112.A a s 2 kc) AJcR , an easement erties. written. ID Tr 0-) if let) The cost of maintenance, repair or reconstruction of that portion.of4he 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. This agreement shall be a covenant running with the land and shall be binding upon all parties, their heirs and assigns forever. Kn IN WITNESS WHEREOF, I hereunto set my hand and seal the day and year first above (SEAL) EXCISE TAX NOT REQUIRED ( SEAL) King Co, Records Division STATE OF WASHINGTON SS COUNTY OF KING This is to certify that on this , � day of the undersigned, a Notary Public in and for the State of Washington, sworn, personally came feet wide for the common use and benefit of each of:said prop - Deputy JeI /e 4 l91 , 199 before me, duly commissioned and (and) to me known to e. the parties who executed the within instrument, d acknowledged to me that ( they, I'Y purposes she signed and sealed the same as ( their, hi , her ) free and voluntary act and deed for the uses and ur ses therein mention WITNESS my hand and seal the day and year in this certificate first above written. C�tiG.t_Ci: -i ['[.� tGysG�— C.t�ac�sr( Notary Public in and for the State of Washington, residing at /feud . Correc4to" Lei4er D2OOO • 123 RECEIVED CITY OF TUKWILA JUN - 9 2000 PERMIT CENTER F6_25- 052.000 (31971 DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL ;:::...,... ,,REGIST.:`# EXP DATE :'0001 " ::;'NORTHDS015KK :;,09/16/2000 'EFFECTIVE DATE NORTHWEST DEV OF SEATTLE CORP 1412 SW 102ND 400TH SEATTLE WA 98146 Detach And Display Certificate Detach And Display Certificate REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # .EXP. DATE CCO1 NORTHDS015KK 09 /16/2000 EFFECTIVE DATE '= 05/12/1999 NORTHWEST,pEV OF SEATTLE CORP 1412/SW 102ND 400TH SEATTLE WA ;98146 Signature % � '~� Issued by DEPARTMENT OF LABOR AND Di DUSTRIES Please Remove And Sign Identification Card Before Placing In Billfold General: • Construction shall comply with the Uniform Building Codes (UBC), latest edition adopted and ammended. • Do not scale drawings. (Use dimensions) Refer to Interior elevations for cabinet and Counter lengths, dimensions, counter lop materials end detail reference. Verify all existing dimensions before installation. • Design Criteria: (assumed) Dead load Actual Floor live load 40 psf Deck live load 80 psf Stair live load 200 psf Roof live load (Snow ) 25 psi • Wind end earthquake: These loads vary depending on site location. Check with local structural engineer to verify compliance with lateral loads. • Assumed allowable soil pressure 2000 psf • Insulated double glazed glass at all exterior glass areas and tempered glass in all sliding glass doors and windows less than 10" above floor. (Check local codes for additional glazing requirements and also manufacturers specifications) Verify all rough opening window sizes with window manufacturer. • Kitchen range and bathroom exhaust fans shall be vented to the outside via metal ducts unless otherwise approved by the building official. Clothes dryer shall be exhausted to the outside if in any area that is habit able or containing other fuel burning appliances. • Every dwelling unit shall be provided with smoke detectors conforming to the latest edition of the UBC. Detectors shall be mounted on the ceiling or wall at a point centrally located in the corridor or area giving access to rooms used for steeping purposes. When sleeping rooms are on an upper level, the detector shell be placed at the center of the ceiling directly above the stairway. All detectors shall be located in accordance with approved manufacturers Instructions. When activated, the detector shall provide an alarm in the dwelling unit. • Stairways: Maximum rise 8" minimum run 9', Minimum headroom 7' -0", minimum width 36" handrail to have ends returned and placed minimum 34', Maximum 38' above tread nosing, unless designated for the disabled, the handgrip portion of handrail shall be not less than 1 1M" nor more than 2' in cross section dimension or the shape corners. Handrail projecting from a well shall have a space of not less than 1 1/2' between the wall and the handrail. Install fire blocking at top and bottom of stair run. Useable space under stairs to be surfaced with 5/8' 'Type 'X• GWB, tape and finish gypsum wallboard. One hour Construction. • Showers: Showers shalt be equipped with flow control devices to limit total flow to a maximum of 3 gpm per shower head. WSEC. Showers to have 6' 0' high minimum surround with water repellent GWB backing. All enclosures to be safety glass. • Attic r t c i ' t Vent late n' o .The r, ,re ventilating et e area shall be not less than 1!150 of the area of the space ventilated, except that the area may be 1/300, provided at least 50 percent of the required ventilating area is provided by ventilator located in the upper portion of the space to be ventilated at least feet above eaves or cornice with he l a n gents it t ba a ee of the required ventilation provided by eaves or cornice vents. Rafters spaces enclosed by ceilings directly applied to underside of rafters shall be sized to allow a minimum 1 inch clear vented air space above the insulation. Attics with a maximum vertical clear height of less than 30' need not be provided with access opening. Per UBC. • Exterior Decks: When decks, porches, etc., are more than 30" above grade, provide guardrail not less than 3'13' high with intermediate members not more than 4' aped ( to withstand a horizontal at force of 20 Ibs, per linear foot ). Provide minimum 18' crawl space under wood. Foundations; •. =ootings to bear on solid undisturbed earth. ( Assumed soil bearing capacity to be 2,000 psf ). • Footings shall be placed at a depth to conform to local codes. • Concrete shall attain a minimum 28 day strength fc =2500 psi and mix shall contain not less than 5 sacks of cement per cubic yard. • Reinforcing steel shall conform to ASTM specification. Grade 40. fy =40,000 psi Design fb) 16,000 psi. Concrete protection (cover) for reinforcing shall be as follows: Footings and other unformed surfaces, earth surfaces Formed surfaces in direct contact with earth Surfaces exposed to weather Slabs and walls (Interior face) • Reinforcement shall be accurately placed and adequately supported by concrete, metal, or other approved chairs, spacers, or ties, and secured against displacement during concrete or grout placement. Tack welding not allowed. Except where shown otherwise on structural drawings, relnfo; cement in concrete shall have concrete cover as follows: Concrete deposited against earth Formed concrete against earth Exterior faces of walls Interior faces of walls To top of stabs•on• grade Wood: • Sawn lumber calculations are based on Douglas Fir- Larch, except as shown otherwise on drawings, graded in accordance with Standard Grading Rules of WWPA or Rule No. 16 of WCLB, as follows: Light Framing. No. 2 and better Studs- No. 2 and better (Light Framing) Joists and Planks. No. I and better Beams and Stringers- No. 2 and better Posts and Timbers. No. 2 and better 3" 2" 1 1/2" 3/4" 2' 2' 2' 3/4' 3/4' • All 2" lumber shall oe seasoned to 19% maximum moisture content. All wood in contact with concrete, masonry, or soil shall be pressure treated. • Glued - laminated members shall be Douglas Fir -Larch or equal, conforming with ANSI /AITC. Grade combination '22F' unless otherwise specified on drawings,. • All plywood shall be identified ny grade Mark of an approved inspection agency and shall be Standard C.D Flat Interior with ext. glue unless otherwise specified on drawings. Plywood exposed to weather shall he (minimum ) CC Exterior. D:I000- Framing Members: • It may become necessary to Increase depth of framer.; members to accommodate thicker insulation materials than that shown on drawings. • Top plates shall be doubled on all stud walls. Cripples under headers shall be continuot.s to srle plate. Block all stud walls as required tor sheathing Stocking, 2' wide of equal depth of the members, shall he provided between all joists and rafters at their support, unless members are nailed to a rim joist. • Beams girders, and joists supporting erring walls o; other concentrated loads, shalt not be notched ists, except as above, may be notched no deeper than 1/4 the depth. at top edge only, or such notch is located within 1/8 to 1/4 of span from face of support. Sawcuts for notches shall not overrun depth of notch. Holes in joists, beams, and girders shall not be larger in diameter than :i10 the depth of member and shell be located within center batf of the span. Mi holes shall be centered within depth of member. Holes and notches in studs shall be located within 1/3 of height from either lop or bottom hut not closer than r from plates. Holes and notches in studs shall n;,! ox. ;eed 1' in diameter or depth. Studs in exterior walls shall not be notched • Joists, rafters, and decking shall not be cut and ;leaded or displaced to provide for openings in roofs or floors, except as detailed on drawings. • Install all horizontal members with crown up. • Ail members in bearing shall be accurately cut and aligned so that full bearing is provided without use of shims. Bearing pasts shall have full blocking or support under. All rafters shall be notched for full bearing at all supports. Ail joists shall have a minimum of 1 112' bearing on wood or metal supports. Lapping joints shall have 6" laps centered over interior supports. • Ledgers and stud wall foundation sill plates shall be bolted to concrete with anchor tolls of size and minimum spacing as shown on drawings. At least two bolts shall be provided for each piece with one bolt within 12' of each end. • All plywood wall sheathing shall be applied as follows: Center vertical joints over studs and center horizontal joint over 2' blocking or plate. Nail top of panels to double top plate. and nail bottom of panels to anchored sill plate. Apply gypsum board so that end joints of adjacent courses do not occur over the same stud. • Plywood sub•fioor and roof sheathing: Install with face grain at right angles to supports. continun••s over two (2) or more spans. Allow minimum space 1/18 -inch between and joints and 1 /8•inch at edge joints for expansion and contraction of panels. Underlayment: • Underlayment shall be installed in accordance with this code and as recommended by manufacturer. Lay underlayment on 06 Rosin sized sheathing paper. Particleboard floor UBC an underla ,...•�� nt shall conform to UB Standard Underlayment shaft be not less than ,t 4-inch in Y thickness and shall be 1 identified by grade mark of an approved inspection agency. • on or 1 1 /2" Pi 1 /4' to 172' thick: 60 common Ping shrink nails 8' o/c (fla ',edQes and 8' o /c each way in field. • 518" to 3/4" thick: 8d common or 1 112' Ring shank nails 6" o/c © edges and 8'o /c each way in field. Nailing: • Minimum tailing requirements for standard connections unless specifically shown or noted otherwise. Automatic nailing or stapling devices shall not be used without prior approval of method and fastener by owner Item N0. or 0/c gf nails ,size of nail box gr common Joists Toe nail to plates, sill or girder 3 To parallel alternate joists 3 At laps over bearing, face nail 3 End nail to plates 2 Or toe nail 2 each. side 4 Too Platgi Spike together Laps & Intersections, face nail B locking To plate or toe nail To joist! each side or toe nsl' L 16'o /c 2 2 4 4 No. or u/c of netts 86 ISd led 18d 8d 16d 160 16d 8d led Size of nail box gr common Bridging Toe nail to ie.sls, each end 2 86 Studs Corner, angle, or multiple 24' o/c 2" x laminated beams or lintel Spike together 16" o/c Dbl. joists or.headers Spike together, along each. edge 16" o/c Plywood sheathing and sub•floor nailing At edges of each sheet 3/8" thk 8d 6' o/c max. 1/2" d 5/8" thk 10d 8" o/c max. At interior of each sheet space nails 10' o/c for 3/8" and 1/2" thick plywood • Sheathing shall be nailed as follows, except where shown otherwise: • Roof plywood: 8d common at 6" o/c at all supported edges and at 12" o/c at interior supports A" I' • Floor plywood: 8d com at o/c at all supported edges and at .0" o! a interior 10" o/c P Ywoc PP g c t at all interior studs. Wall plywood sheathing direct to framing: tCd common at 6" c/c all panel edges and at 1!0' o/c at all interior studs. • Anchor all studs at door openings, ends, and corners of walls which are sheathed with plywood and /or gypsum board to bottom plate with 2 Simpson A•35 framing anchors: All manufactured connection hardware shall be as designated on drawings and installed and full nailed in conformance to manufacturer's instructions and applicable ICBO upprova:. Trusses: • Prefabricated wood trusses shall he designed by the manufacturer for the spans and conditions shown on the plans. A loading shaft be as follows: Top chord Loads Top chord dead loads t?ottom chord dead load Total Load (excoptions: Tile roof load to be 55 psf) 25 psf 15 psf 10 psf 50 psf • Wood trusses chats utilize approved connector plates (gangnall or equal) furnish shop drawings and design calculations (complete with stress diagrams) for approval prior to fabrication. Submitted documents shall bear the stamp of a registered professional engineer provide for shapes, bearing points, hip framing, etc., shown on the drawings. Provide for all temporary and permanent truss bracing and bridging. Truss shall carry manufacturers stamp. Contractor shall have design details and drawings on site for frame inspection. No truss shall be field modified without prior approval of the building department. Gypsum Wallboard: • Provide gypsum wallboard of type and thickness indicated on drawings. Gypsum board work and materials shall meet all requirements of ANSI, for the "Application and finishing of wallboard." Joint compound system mixed, applied, and finished in compliance with manufacturer's printed directions; to be invisible after finished, Including all metal corner bends 3 trim. • Gypsum wallboard on stud wails: cooler nails at 7" o/c all studs, plates, and blocking use 5d nails with 1/2` wallboard and 8d nails with 6/8" unless otherwise shown on drawings. Building Felt: • Cover surfaces behind siding, shingles, and where Indicated on drawings with asphalt - saturated, non - perforated, felt without wrinkles or buckles. Lap horizontal joints 3`, S° at vertical joints, and carry into openings, up walls 12 and down sides 6° minimum. Locate and laps at leas! 18° from internal and external corners. i Document NHD Construction Loo u t License 1. Grant of License in consideration of payment of the building fee, which Is a part of the price you paid for this product, Northwest Home Designing, Inc., as Licensor, grants you the Licensee, a nonexclusive right to use and to construct one structure from', these documents. NHD reserves all rights not expressly granted to Licensee. 2. Ownership of technical drawing NHD retains title 17 USC and ownership of the construction documents and all f subsequent copies of the works regardless of the ofm of the original and other copies: This is not a sale of the original documents whatsoever. 3. Copy restrictions These technical drawings and the accompanying materials are copyrighted. Unauthorized copying of these documents is expressly forbidden. You may be held legally responsible for any copyright infringement that is caused or encouraged by your failure to abide by the terms of this agreement. 4. Transfer restrictions These technical drawings are licensed only to you and may not be transferred to anyone without prior written consent of Northwest Home Designing, Inc. In no event may you transfer, assign, rent, lease, sell or otherwise dispose of these construction documents. 5. Miscellaneous This Agreement', is governed by the laws of the state of Washington. Neither, WHO nor anyone else who has been Involved in the creation, production, or delivery of this product shall be liable for any direct, in direct consequential, or incidental damages. Violation of the terms of this agreement subject to a ten thousand($1C 000) dollar penalty. Should you have any questions concerning this agreement, or it you desire to contact Northwest Home Designing, Inc. for any reason, please contact in writing: WHO Marketing Division, 4928 109th St. S.W., Lakewood, WA. Fax (253) 588 -0807 or call (253) 584.6309. Important Notice: The Ilan you are receiving is designed to be sold throughout many jurisdictions. Building codes are subject to change and varying interpretation. The purchaser must ensure that the plans comply with all local building Codes, and are suitable for specific site requirements including structural engineering. Before beginning construction purchasers, must have, plans reviewed by a licensed structural engineer to provide analysis, calculations, stamp and signature on the drawings. Modifications may be necessary for compliance with your local and state regulations and ROeeo NHD. Inc., makes no warranties, either expressed or implied, regarding ik B eFplaiii !A HOME PLANS Online WWW.NHDINC.COM r 9, ry r i .� r.l D9()cD(23 Q 0 Ft u Ll_ tT Z 1M "0 • t co 6 1.1 a u o 5 Z be 5 O V/ t J'7 ex f 7 O C `ct DRAWN SY weir DESIGN Detail WINDOW SCHEDULE , o MOTE! All bodraont window* Io km slur oponine of LT LP. I Min. Woof wHIIA of EO , klifilkt Verily Wilt window Mle, when adoring; window* ot R #°, - OTYi NOTEES A SIZE ii + X 5 ° RAM t . DESCRIPTION j ALLh 1+r 2X °rte O. 1 4 042, 460 1- /4.-4Ige l.PM t Z 41(q• it 011.11715P ., '1 ' 3 I Z r rtelifro E f Z°)(41-* H N 1 ,14/.11.. ii s . , )(I :xi II 4 -' xs L S,,1 ', 4s b. +I VW. t ,OLLda ulY.4, ° o T (r a4A . • 81- fu.s,.. H T4546 II i � 4 I , ,ox . II ►+ I 1 . 2 II • rat "r , " • ` L II r iL'1 • DOOR? SCHEDULE • FRAME DESCRIPTION OTY. NOTE t ._ S Xi klA9P 4 042, 460 1- /4.-4Ige l.PM t Z Z'XiX I+ ' W A h 6C *V) . ., '1 3 , gem !I {--iv l.l.O L, 4 s . , )(I :xi II .11 4s b. +I VW. t ,OLLda ulY.4, I T (r a4A . h 81- fu.s,.. 2 4' u.s. i I I ' , : (' 1 . AO' , St411"1 i :"'tp►4"" " • ` • ?Ail o f ie • I • HOLD EONS ' ST CO OVIDE 3 LIVING RM. WALL IDEN WN LOC EET 1 A UMN OF S ON SHE IONS. ACME HEDU T(S). FO B' SEE FOR E FOR FAMILY RM. . l . e.L6c -(RBI: 01111 s11ALL I1WE S rAw; -rE t�J ll 14 P K �J A 4 6gr 12001,44 f DRAWN BY K.W. SKEET IW IiR` DESIGN 120: 20F3 N r N S. _1 = SHEA SLASH MARKS POINT T SHEAR WALL SCHEDU REQUIREMENTS. SEE APPLICABLE DETAIL P 131- I o 11 3 ‘0" 10 on ao FIRST FLOOR PLAN SCALE: 1 /t" 1' -. " 10 -o cm ( o • GENERAL NOTES: pERP11T CENTE, 1. ALL WORK TO BE IN CONFORMANCE WITH UBC. : 2. VENT ALL EXHAUST FANS, DRYER VENTS AND RANGES TO OUTSIDE. 3. VENT WATER HEATER PRESSURE RELIEF VALVES TO OUTSIDE. 4. PROVIDE FIRE BLOCKING AT ALL PLUMBING AND MECHANICAL PENETRATIONS. • 5. ALL SHOWER WALLS TO BE WATER PROOF TO MINIMUM 70 ABOVE DRAIN INLET. 6. SHOWER TO BE LIMITED TO MAXIMUM 3 G.P.M. FLOW. 7. ALL GLAZING WITHIN 70" ABOVE DRAIN INLET TO BE SAFETY GLASS. • 8. ALL GLAZING WITHIN 24" OF A DOOR OR WITHIN 18" OFF THE FLOOR TO BE SAFETY GLASS. 9. ALL SKYLIGHTS TO SE PER USC 10. SMOKE DETECTORS SHALL. BE 110 VOLT, INTERCONNECTED W /BATTERY BACK -UP. FLOOR AREA: UPPER!, FL' OOR4, 1 SQ. FT. LOWER FLOOR: 1228 _ SQ. FT. 411 s TOTAL 2373 SO. F � ;h� It FF , ¢ARAG 651 SQ. FT. + 3LA:BS AMA 430 SQ. FT. � = 8.1 2 Copyright 1990 Northwest Home Designing inc. fN co 0 u.. z o M CrO Z8 it I 0 w CO DRAWN BY F-1 UTILITY CABINET 1 FRAMING NOTES: l ' 14 ' 4 1 5 V/ 1-41- fr•) 4 VANIT1M SCALE 1/2*-1!-.0' J l'CS 1. ALL HEADERS TO Be OF #2 UNLESS NOTED OTHERWISE. 2. SOLID BLOCK BENEATH ALL POINT LOADS FROM ABOVE. 3. SOLID BLOCK OR BRIDGE AT MID-SPAN OF ALL FLOOR JOISTS WITH SPANS GREATER THAN 10-0". 4. FLOOR JOISTS SHOULD BE SUPPORTED LATERALLY AT EACH END AND AT EACH SUPPORT BY SOUD BLOCKING OR BY ANOTHER APPROVED METHOD. II NUM = v. vi -5r V ri U2124 4) = STRUCTURAL NOTE. SEE ATTACHED SHEET Si FOR STRUCTURAL NOTES. Nap ig3 4• OR q " tiod_ ..1,&c4 p.1)514 W oyiNv SECOND FLOOR SCALE tror -V-0 4NS - Pos - r v#, Note: MI structural components . shown are for re/stenos miS engineers calculations for,all sties. RECEIVD erry OF 71 ' c'EFV COPYRIGHT 1990 NORTHWEST HOME DESIGNING INC. SECOND" FLOOR PLAN SCALE: 1/4" 1', 0 KITCHEN CABINETS s, SCALE 1/2 "-1' -O" CtT` OFTUKWI A N YM PER4C` CENTER • ROOIFFRAMING.NOTES: 1 'v 1. ALL HEADERSTO LESS:NOTED OTHEnwpe. 2. ALLTRUSSES: SHALL CARRY MANUFACTURERS STAMP? SHALL.NAVEDESIGN.DETAILS AND � SITE FOR FRAME INSPECTION. SHALL BE INSTALLED AND BRAC E D'PERMANUFACTURER'S SPECIFICATION$. 3. NO TRUSS SHALL BEFIELD•MODIFIED W 7401:1T'PRIOR'CONSENrOF THEIR MS.: ENGINEERAND THE BUILDING DEPARTMEN r. 4. PROVIDEATTIC ACCESS MINIMUM 22 30' WITH MINIMUM 30' HEADROOM : 5. PROVIDE ATTIC.VENIILATION.PER U8C'1505.3. (1/150 x•ATTIC:AREA)TO"BE OISTRIBUTED.EOUALLY BETWEEN EAvE AND NOM.. 6. RIOOEAND VALLEY RAFTERS SHALL BE THE SAME DEPTH AS THE CUT END OF RAFTER. T. ALL'MULTIPLE RAFTERS MUST BE BOTH GLUED AND NAILED. ALL G TO COMPLY WITH U8C N D000 «, f.. IC -v 11 Note: All sWotural'componants shown are for reference ony. See engineers calculatlons for all sizes. le(14P) __ a F R AM N G P_ i_ SCALE ,1/4 furl -f IJoa POP WfZA P 12.4 ¥ LIGl.� . Z4 "40.4. RECEI .' ILG C15Y OF -,ERMt- ';Et' -, EE • 0- cw.1) Di Ti —g a cp. u va g Q � 0 8u 0 0 i SHEET NUMBER B I Rim t Rlt'i MID IIj um '/4x wINGOw TRIM Zx3 cuA► -4 E' 511.E 5/4 sc. 3 w1■.1DOw TKI.4 INO. ILL Q. TOP li ?ND. tgL e. LINE 15T. KlK. TOP ,L3 4•. KKK. LINE -7 LEFT ELEVATION f./ .4 c ORNER RIM AS- REGab. K/4 x la TRIM aox G O1-0e1W Go14G.'41 Ers 4' rcRCH- .1RONT. ELEValOtt, vzr GOVE12 MT ,UTTER OVER 5/4 x!$ 1 4" C EpP" . LA' S ft.:6VN.C= Damao - � a3 REC ER �I +Y f,ENTEy s l-t4Ks 5/4 k, s✓9x Gcazt.M - •IES1>S. Chi 4 V 0 z M Z t w L) 0 C•4 $KECKED DRAWN BY K.w. 1 DESIGN 120 III ' - 3D Ainwasuegas■ •In••••-■mawnwaso=.- -•-saws 4 /4' A. • • • - -■_. - • .1111111.6.. 11••••••6. BACK ELEVATION ••••••■• RIGHT ELEVATION --- cc:4.46.410 PA 4LAss coewit TKO., A.c.• Eft* HI --. I I 1 I MS III 111 11111111111111 ii or • :41 ago Il , l a a ii iltai • • • nu Ill 1111:_ 1 1 1:13 • a mi 'till III II I a a ii 1 Ili rik MP NI NM MIMI II IIIIM EN illil ...... MMIN , ■.....................MIONSOM ilk k Dawn 2Kta KLE. TOP Ft iieoT. LIWE. zwp. FLit. UWE I4 PLO. To/. R. 4 , t 14T. OLe, To P 1 PLR. t-tNe. RECEIVER Cr 0 ' TU • 1 0 03 C) I F; ii VI LA, Mi w a 3 2 su OR W) z 0 co 0 CHECKED DRAWN BY vz.w. DAMN 120 . SHEET NUMBER I Dui 12O M SKEET waft DRAWN DT q- ZXlo 1XL f.;11.195 Ve k- iI b114- ice Iraw =w K - 11 :�1���lL. yz'I lArx ri.-f 1_111111I_I_I_101_I__I_111111l_I i�l�l i l� i�l�l �rl�irl�l /41 111 UI a 0 • G. ge.CK FILL . S 1 /s" 1pc° 4t1 I v x3 Auk*, rl.�f API STAIR NOTES: STRINGERS TO BE FIREBLOCKED AT BOTH TOP AND BOTTOM ALL USABLE SPACE UNDER STAIRS 10 BE I HOUR CONSTRUCTION. MA.4IMUM RISE TO BE r. MINIMUM RUN TO BE Y. MINIMUM HEAD HEIGHT 10 BE 6'-8°. MINIMUM STAIR WIDTH TO BE 36 ". PROVIDE CONTINUOUS HAND RAIL 34" TO 3B" OFF TREAD AND MUST EXTEND BEANO BOTTOM TREAD. • PROVIDE GUARD RAILS AT LANDINGS SAN WA 36" maw b.1111 ND( MOtZE TFI/,N 4" CLE,"R SSPAGINEZ 1F1W. p!Vlt2 5 Docc k IX 4 •�r i • » r,„u rvtrozmop CO co • � W tip M IMO .O Z tj mil —8 om a 0 M 0 5 0 L e z o. C co a (. O 4 4:KUS1-04r" J'acs�aF r'1 ` a /1;e").: — '/ 604 '4 c aN GSlLre PAN -1 - tt6 vA oJL P �t<� -_ 9 r f � pxf gil�frl�s iHl 001 • %Z 1 441A00114(/ • ,..` •.tk r1 �Ia'fti if qAE'' ec4rt ' 2 xv Hoe /Au- vAr L: DETAIL (!lt." a .Nt.44cit t+1tt,7�i 0`06. ploy: r Z'` pwavi *W *4 t ..c)erT - 4" t-1A i ;.t'T pw44:J DRAWN BY OESiGN 120 M DETAIL T t a3 RECEV cvi-r nF 11 F f\ 0 co M Wcci mug e z M —.0 zt toLn —C'7 on rim a 0, 8 0 X05 4 < Z° ti i a l 0 N N 0, D n D D z E rn r*i tr P1 I- r P1 EXTERIOR SHTG (1) SIDE SIMPSON STHD14RJ HOLDOWN W (38) 16ct SINKER NAILS ABOVE WALL BOT PL FNDTN FTG & WALL REINF, MIN PER LOCAL BLDG CODE " —SHEAR WALL PROVIDE DBL STUDS @ HOLDOWNS. LOCATE HOLDOWNS AT SHEAR WALL EDGES OR AS CLOSE TO EDGES AS FRAMING PERMITS: NAIL STUDS TOGETHER WITH 16d @ 6' O.C. PANEL EDGE NAIL SPCG PER SHEAR WALL SCHEDULE NAIL SHTG TO TOP PLTS SIM TO WALL EDGE NAILING FLR SHTG FLR JST PARALLEL OR PERP, TO WALL (1) #4 BAR MIN 12' @ STRAP 1/2' 'DIA. A.B.'S, SEE SHEAR WALL SCHEDULE FOR MAX. SPCG. @ SHEAR WALL. EMBED ALL A.B.'S MIN 7' INTO FNDTN, PER UBC 1806.6 — INTERMEDIATE STUDS, NAIL SPCG 12' O.C. FOR 16' O.C. STUD SPCG & 6' ❑.C. FOR 24' D.C. SPCG, SAME SIZE NAILS AS EDGE NAILS. INTERIOR PANEL EDGES. PROVIDE DBL STUDS. NAIL STUDS TOGETHER WITH 16d @ 6' O.C. EXTERIOR SHTG (I) SIDE SIMPSON MST__ HOLDOWN WI (42) 16d NAILS @ MST37, (46) 16d NAILS @ MST48, (56) 16d NAILS @ MST60 & MST72, LOCATE STRAP UNDER OR OVER SHTG. WRAP AROUND BEAM @ HORIZ PANEL EDGES PROVIDE 2X4 2X6 FLAT. NAIL WITH PANE EDGE NAILING. PROVIDE DBL STUDS ABOVE AND BELOW FLOOR AT HOLDOWN STRAPS." LOCATE HOLDOWNS AT SHEAR WALL EDGES OR AS CLOSE TO EDGES AS FRAMING PERMITS. NAIL STUDS AT UPPER FLOOR TOGETHER WITH 16d @ 6' D.C. PANEL EDGE NAIL SPCG PER SHEAR WALL SCHEDULE NAIL SHTG TO TOP PLTS SIM TO WALL EDGE NAILING' SOLE PL NAILING, SEE SHEAR WALL SCHEDULE FLR SHTG FLR JST PARALLEL OR PERP, TO WALL >SEE STRUCTURALNOTES: DETAIL R1 ATTACHED FOR TYPICAL VALLEY DETAILS. PROVIDE ROOF SHEATHING ON TRUSSES AND BELOW ALL OVERFRAMING. NAIL INIMUM PER CODE UNLESS NOTED OTHERWISE THESE NOTES. >INSTALL HURRICANE CLIPS AT EVERY TRUSS AND RAFTER SUPPORT. £ ' EXTEND GARAGE DOOR HEADER TO CORNERS OF GARAGE AND CONNECT SHEAR WALL SHTG TO NOR ENDS WITH Sd @3" O.0 AT EDGES AND IN FIELD_ ' CONNECT BOT CHORD OF GIRDER TRUSS TO TOP PLATES OF ADJACENT WALL WITH SIMPSON MTS20 TWIST STRAP. CONNECT ROOF SHTG TO TOP CHORD OF GIRDER TRUSS WITH 8d @6 "O.C. PROVIDE DBL 2X6 OR TRIPPLE 2X4 STUDS TO SUPT GIRDER TRUSSES. �6 PROVIDE SOLID 2X BLKG AT 4 RAFTER SPACES THIS UNE. CONNECT ROOF SHTG TO LKG WITH 8d © 6" O.C. CONNECT BOT OF BLKG TOGETHER WITH SIMPSON C520 -R COIL STRAP. EXTEND STRAP 24" ONTO ADJACENT WALL TOP PLATE AND CONNECT. 7. PROVIDE DBL 2X6 OR TRIPPLE 2X4 TO SUPPORT ALL GIRDER TRUSSES. STRAP DISCONTINUITIES IN JOISTS THESE 2 LINES WITH SIMPSON LSTA36 STRAP. CONNECT FLR SHTG TO JOIST THIS LINE WITH 8d @ 4° O.C. j 9}STRAP BEAM END TO BEAMS WITH SIMPSON LSTA36 STRAP THIS LINE. [? STRAP SPLICES IN WALL TOP PLATES THIS LINE OF SHEAR WALL 2 WITH LSTA36 STRAP. ONNECT SHORT TRUSSES TO 2ND FLOOR WALL WITH METAL HANGER OFF 2X6 LEDGER. CONNECT LEDGER TO WALL WITH (2 16d NAILS EVERY STUD_ rp 1 ROVIDE SOLID 2X BLKG BETWEEN JOISTS THIS LINE OVER LMNG ROOM AND FOR ENGTH OF STAIRWELL. CONNECT FLOOR SHTG TO BLKG WITH 8d@6" O.C. CONNECT BOT OF BLKG TOGETHER WITH SIMPSON CS20 -R COIL STRAP_ EXTEND STRAP OVER ENTRYWAY TOP PLATES 24" AND CONNECT. k 1f MINIMUM GRADE OF WOOD ASSUMED FOR BEAMS. (VISUALLY GRADED PER WCLIB, yWPA): DOUG FIR NO. 2 OR BETTER, JOISTS AND RAFTERS HEM FIR NO. 2 OR BETTER UNLESS NOTED OTHERWISE ON REDUCED FRAMING PLANS. 2ND LEVEL SHEAR WALL INTERMEDIATE STUDS. NAIL SPCG 12' G.C. FOR 16' D.C. STUD SPCG & 6' D.C. FOR 24' G.C. SPCG. SAME SIZE NAILS AS EDGE NAILS. INTERIOR PANEL EDGES. PROVIDE DBL STUDS. NAIL STUDS TOGETHER WITH 16d @ 6' D.C. L E HDRIZ PANEL EDGES PROVIDE 2X4 OR 2X6 FLAT. NAIL WITH PANEL EDGE NAILING, SHEAR WALL SCHEDULE ( SEE ATTACHED REDUCED FLOOR PLANS FOR SHEAR WALL LOCATIONS) Shear Sheathing Panel Edge Holdown Sole Plate Nailing Applicable Detail(s) Wall (See Ftnt 1) Nailing (See Ftnts. 3 & 4) Anchor Bolt Spacing (See Ftnt. 2) 0 ( 1 J 7116" OSB or 15/32" 8d @ 4" o.c. MST37 STRAP (2) 16d @ 6" o.c. SEE DET SW4 �� PLWD (1) Side 0 7/16" OSB or 15/32" 10d @ 3" o.c. STHD14RJ OR PLWD (1) Side HDSA 33 7/16" OSB or 15/32" 10d @ 3 " o.c. STHD14 OR PLWD (1) Side HD6A FOOTNOTES TO SHEAR WALL SCHEDULE: (1). EXTERIOR SHEATHING ON EXTERIOR WALLS NOT INDICATED ABOVE SHALL BE 15/32" CDX PLWD, OR 7/16" OSB APA RATED SIDING. EXTERIOR WALLS NOT ON SCHEDULE SHALL HAVE MINIMUM PANEL EDGE NAILING OF 6d @ 6" O.C. NAILING AND STAPLING 12" IN FIELD EXCEPT 6" O.C. FOR 24" STUD SPACING. (2). MINIMUM 2 ANCHOR BOLT PER WALL. 12" MIN FROM ENDS. PROVIDE 2" X 2" X 3/16" SQUARE WASHERS ON ALL ANCHOR BOLTS. (3). ALL HARDWARE SHALL BE SIMPSON BRAND OR EQUAL. (4). LOCATE CRAWL SPACE VENTS CLEAR OF HOLDOWN LOCATIONS BY 6" MIN. USING THESE STRUCTURAL DOCUMENTS GENERAL PROPER EXECUTION OF THE ENCLOSED DOCUMENTS REQUIRES THAT THE FRAMING AND CONCRETE CONTRACTOR STUDY THE DOCUMENTS PRIOR TO PURCHASING MATERIALS AND INCORPORATE THE ENCLOSED! REQUIREMENTS DURING, NOT AFTER, CONSTRUCTION. CONTACT ANDREWS ENGINEERING IF THERE ARE ANY QUESTIONS ABOUT THE DOCUMENTS. DO NOT POUR CONCRETE PRIOR TO FOUNDATION INSPECTION BY, LOCAL BUILDING INSPECTOR. DO NOT COVER WALL SHEATHING PRIOR', TO FRAMING INSPECTION BY LOCAL BUILDING INSPECTOR. THESE S DOCUMENT SHEETS ARE TO BE USED IN CONJUNCTION WITH THE HOUSE PLANS REFERENCED', ON THE COVER . THE " ENGINEERED'', OPTION HAS BEEN USED INSTEAD OF THE " PERSCRIPTIVE METHOD' TO CREATE A LATERAL FORCE RESISTANT SYSTEM IN CONFORMANCE WITH CURRENT BUILDING CODE REQUIREMENTS. THUS' PERSCRIPTIVE METHOD` REQUIREMENTS DO NOT APPLY. ALL METHODS AND WORKMANSHIP SHALL BE PER THE UNIFORM BUILDING CODE 1997 EDITION WOOD AND CONCRETE CHAPTERS AS AMENDED AND ADOPTED BY THE LOCAL JURISDICTION. SHEAR WALL REQUIREMENTS - SHEAR WALL SCHEDULE NOTE THE CIRCLED NUMBERS ON THE ATTACHED ARCHITECTURAL FLOOR PLAN(S) . THESE CIRCLED NUMBERS CORRESPOND TO THE CIRCLED NUMBERS ON THE SHEAR WALL SCHEDULE. THE REQUIREMENTS FOR EACH SHEAR WALL ARE INDICATED IN THE COLUMNS NEXT TO THE CIRCLED NUMBER ON THE SHEAR WALL SCHEDULE. THE INFORMATION PROVIDED INCLUDES REQUIRED WALL SHEATHING, WALL SHEATHING PANEL EDGE NAILING, ANCHOR BOLT AND OR SOLE PLATE NAILING, HOLDOWN TYPE AT WALL EDGES, AND THE APPLICABLE DETAIL FOR THAT WALL. THE DETAILS ARE INCLUDED IN THESE S SHEETS. EACH DETAIL ILLUSTRATES THE ITEMS IN THE SHEAR WALL SCHEDULE. THE SLASH MARKS AT THE ENDS OF THE SHEAR WALLS ON THE REDUCED ARCHITECTURAL FLOOR PLANS REPRESENT THE HOLDOWN LOCATIONS. ADDING UP THE NUMBER OF SLASH MARKS WILL GIVE THE TOTAL NUMBER OF HO',. DOWNS REQUIRED. FRAMING REQUIREMENTS - STRUCTURAL NOTES IN ADDITION TO THE SHEAR WALL REQUIREMENTS AND CONVENTIONAL FRAMING REQUIREMENTS, IT IS NECESSARY TO INCORPORATE THE REQUIREMENTS GIVEN IN THE ATTACHED STRUCTURAL NOTES, IN ORDER TO COMPLETE THE LATERAL RESTRAINT SYSTEM FOR THE STRUCTURE. NOTE THE NUMBERS IN TRIANGLES ON THE ATTACHED FRAMING PLAN(S). THESE NUMBERS CORRESPOND TO THE NUMBERS IN TRIANGLES ON THE STRUCTURAL NOTES SHEET(S). THE LOCATION OF THE NOTE ON THE FRAMING PLAN(S) INDICATES WHERE THE REQUIREMENTS FOR THAT NOTE APPLY. CERTAIN NOTES INDICATE REQUIREMENTS THAT ARE UNIVERSAL SUCH AS CONNECTING EVERY TRUSS TO SUPPORTS WITH A HURRICANE CLIP. GENERALLY THE NOTES INCLUDE STRAPPING AND BLOCKING REQUIREMENTS. DETAILS CALLED OUT WITHIN THE NOTES ARE ATTACHED AT THE END OF THE DOCUMENT. SEE FRAMING PLANS FOR BEAM SIZES. STRUCTURAL DOCUMENTS - USING 1997 UBC O 000 ra3 ANDREWS ENGINEERING -Structural Engineering AQ7d 1 ACTH Cf C W_ Sn Rifa A A.B. @ 1' -0" O.C. SEE DET S4 OR S2 A.B. @ 1' -0" Q.C. SEE DET S11 OR S13 NHD #120 -M URIEN, WA ProJec No. 99262 RECEIVED 'tYti' OF T UKWILA rt HOLDOWN BOLTING SCHEDULE 'A. HOLDOWN BRACKET 'B. BOLTS INTO STUDS 'C' BOLT INTO FOUNDATION - '13' BOLT EMBEMDENT HD2A (2) 5/8' DIA. (1) 5/8' DIA. 16' HD5A (2) 3/4' DIA. (1) 5/8' DIA. 20' HD6A <2) 7/8' DIA. (1) 7/8' DIA. 20 HDBA (3) 7/8' DIA. (1) 7/:3' DIA. 20' HD1OA <4) 7/8' DIA (1) 7 /8'DIA. 24' HOLDOVN BOLTING SCHEDULE ° HOLDOVN BRACKET ' BOLTS INTO STUDS ' BOLT INTO FOUNDATION . BOLT EMBENDENT HD2A (2) 5/8' DIA. (1) 5/8° DIA, 16' HD5A (2) 3/4' DIA. (1) 5/8' DIA. 20' HD6A (2) 7/8' DIA. U) 7/8' DIA. 20' HABA (3) 7/8' DIA. (1) 7/8' DIA. 20' HD10A (4) 7/2° DIA (1)' /8'DIA. 24' m m XI D r r 0 m tl C r m 0 XI 2 0 ✓ d 0 z "A' HOEDOWN BRACKET ' BOLTS THRU STUDS EXTERIOR SHTG <1) SIDE, NO PANEL EDGES FROM WALL DOT PL TO FNDTN, RIM JST 'C' HOLDOWN BOLT IN FNDTN ALLTHREAD W/ 90 DEG. HOOK, FNDTN FTG & WALL REINF, MIN PER LOCAL BLDG CODE 'A' HOEDOWN BRACKET 'B" BOLTS THRU STUDS EXTERIOR SHTG (1) SIDE PROVIDE DBL STUDS @ HOLDOWNS. LOCATE HOLDOWNS AT SHEAR WALL EDGES OR AS CLOSE TO EDGES AS FRAMING PERMITS, NAIL STUDS TOGETHER WITH 16d @ PANEL EDGE NAIL SPCG PER SHEAR WALL SCHEDULE NAIL SHTG TO TOP PLTS SIM TO WALL EDGE NAILING HOEDOWN BOLT IN ENDTN ALLTHREAD W/ 90 DEG. HOOK OR SIMPSON SSTB BOLT FNDTN FTG & WALL REINF. MIN PER LOCAL BLDG CODE FLR SHTG FLR JST PARALLEL OR PERP. TO WALL PROVIDE DBL STUDS @ !i HOLDOWNS, LOCATE HOLDOWNS AT SHEAR WALL EDGES OR AS CLOSE TO EDGES AS FRAMING PERMITS, NAIL STUDS TOGETHER WITH lad @ 6' D.C. PANEL EDGE NAIL SPCG PER SHEAR WALL SCHEDULE NAIL SHTG TO TOP PLTS SIM TO WALL EDGE NAILING -SHEAR WALL INTERMEDIATE STUDS' NAIL SPCG 12' O.C. FOR 16' O.C. STUD SPCG 0. 6° O.C. FOR 24' O.C. SPCG. SAME SIZE NAILS AS EDGE NAILS. - INTERIOR PANEL EDGES. PROVIDE DBL STUDS. NAIL STUDS TOGETHER WITH 16d @ 6' O.C. SHEAR WALL 1/2' DIA AM.'S SEE SHEAR WALL SCHEDULE FOR MAX SPCG. 2 SHEAR WALL. EMBED ALL A.B.'S MIN 7' INTO FNDTN. PER, UBC 1806.6 1/2' DIA A,B.'S SEE SHEAR WALL SCHEDULE FOR MAX SPCG. @ SHEAR WALL. EMBED ALL A,B.'S MIN 7' INTO FNDTN. PER UBC 1806.6 INTERMEDIATE STUDS. NAIL SPCG 12' O.C. FOR 16' O.C. STUD SPCG & 6' D.C. FOR 24' O.C. SPCG. SAME SIZE NAILS AS EDGE NAILS. INTERIOR PANEL EDGES. PROVIDE DBL STUDS. NAIL STUDS TOGETHER WITH led @ 6 O.C. @ HORIZ PANEL EDGES PROVIDE 2x4 or 2x6 FLAT. NAIL WITH PANEL EDGE NAILING. @ HORIZ PANEL EDGES PROVIDE 2x4 or 2x6 FLAT, NAIL WITH PANEL EDGE NAILING. C4 2 D Xi D ✓ ✓ C4 -1 d 0 r C, C, z PI C4 --t C4 d EXTERIOR SHTG (1) SIDE FNDTN FTG IL WALL REINF. MIN PER LOCAL BLDG CODE PROVIDE DBL STUDS 8 HOLDOWNS. LOCATE HOLDOWNS AT SHEAR WALL EDGES OR AS CLOSE TO EDGES AS FRAMING PERMITS. NAIL STUDS TOGETHER WITH 16d @ 6' O.C. PANEL EDGE NAIL SPCG PER SHEAR WALL SCHEDULE NAIL SHTG TO TOP PLTS SIM TO WALL EDGE NAILING SIMPSON - STHDI4 HOEDOWN W/ (38) 16d SINKERS \ (1) #4 BAR MIN 12' @ STRAP 1/2' DIA. A.B.'S.' SEE SHEAR WALL SCHEDULE FOR MAX. SPCG. @ SHEAR WALL, EMBED ALL A.B S MIN 7' INTO FNDTN. PER UBC 1806.6 COUNT. 2X TO LOWER ROOF MEMBERS WITH (2) 1 NAILS, CONN UPPER SHTG OR SLATS TO 2X W/ 8d t 6' 0.0. DXo- a.3 SHEAR WALL INTERMEDIATE STUDS. NAIL SPCG 12' D.C. FOR 16' D.C. STUD SPCG & 6' O.C. FOR 24' O.C. SPCG. SAME SIZE NAILS AS EDGE NAILS. INTERIOR PANEL EDGES. -PROVIDE DBL STUDS. NAIL STUDS TOGETHER WITH 16ci @ 6' O.C. I -1 -i 1 *1 L _ + L 1(1 P HORIZ PANEL EDGES PROVIDE 2X4 OR 2X6 FLAT. NAIL WITH PANEL EDGE NAILING. STRUCTURAL DOCUMENTS - USING 1997 UBC ANDREWS ENGINEERING - Structural Engineering 4924 109 St. S.W. Suite A Lakewood, WA 98499 (253) 604 -3475 NHD #120-M URIEN, WA 16XX 19T AVE. S. CITY Oc tl; tVIL): 4aOJ, Project No. 99262 REFENED L c 0 0 ob a) Lr) FC trJ L,. z 8 MI so tiD --6 111 g 6 Z CHEptEn ORAWI+Sf lz•K DESI 120 SHEET HUMBER • 1 OF f/J'il LSCC 7:Si N . 7■ ,---- —4 7 e-----' 1 , F.c it Cktki /I Co I 1 h* A c.,•,. F-.....'4 1 : c.i. :-.7:..a: , 6 , --t-_________./ 5.„,:j,,, J ,„.. ,, ,,, F , ./.:• 0_, L',.:Itc, - ; , ..A . :: „.2, -,;:: - . ,- •, i ! 7 f . ,; — 1 , i 1 ,1 I 1 r 0 Arc, ('•'O s. • 1 '-r t .•:: ( C5 r h===: , t /', 1 ..!.,..-- • , . .;.-.- • -- '.'.''? e i .':: ! ,...) : -- • = T r; :a ,--,---•.- -- ' 7 ,`_..i.) ,-, c;',, , ,, - .... , -.1,A ,- ..!<:- - -.1_,J1,, 4 z_, 1 1,1- --'' - - • IP! 2 ,.',.....-.- ■ . —47 . - , . ' • ..,.. ' ,....,_ ,"-,--,, • 1 , 1 1110ILLURM ivy I Atp_RoonNELS• TO BEAR ON. F ASSUlAED anINIEMPINCT CAPACITYTO f 2303 P.S.F. Z.:VS.04CM IN- CONTACTWTH ocoacreTE TO BET X &CREWS TO BE 4 z DF12 ON 4 t PLISTS (4, ,AT ON Z 014c r0 CONC. PADS UNLESS NOTED OThEETWISE. ALL.POSTS TO BE ANCHORED AGAINSTLATERALMOVEUEHT. E. SOU:MOCK AT ALLPOiNT LOADS R40,4 ASCRIE Sormesocx OR BROGEAT MID-SPAN OF ALL FELYiR JOISTS WITH • 3MNECORISATF_R MAN 1C4-0' T. IIRJCPSTS SHOULD BE SUPF.CATTz0 LATLLY AT EACH ENO A , NC - UPPORT, BY SOW BLOCKING CIR 8flBRAFPri1450 L ALUKL.TIKE JOISTS MUST BE CU_ISID AND NALM. SE PRCAIDEMINIICM z 24 CRAWL ACCESS- 10. RROVIDE CRAWL SPACE VENTIll4T1ON PER 030. 1/..14> R.F. z 1/150 . ./?, S.F. VENT AREA REGD.) !ci hc- 6 - g i 0 4 EAP5 ovf n_op ■. A J 2 moz51. 5 • 4 waniuuw.:25. Jed21111111111151111110 Sn. ( . Ile: 4 Z.Le;" (2:1 c)) 014h piSIVIC6e4> Stt PER- , 4" CONC. SLAB W/5 miL. VAPOR BARRIER OVER 4 CO44PACT SAND GRAVEL BASE SLOPE 3 TO DoOns. --tuo i7r 027C44- 0 F5H C4 • I • ISA) NDAT M_LEM_LR_a,,...Mi A M.. - - FaLind COF,Cr ete IC. © 421i d A e. S. & v • - B - iTuint m,.;_ S. 1 2t 3/2 /OO r1I1d . Hr. �t i GRAPHIC SCALE 20 ( 111 FEET ) 1 inch = 20 ft. CC,,,, LEGEND CD Concrete Monument in Case Monument )i Tack in Lead or Nail & Disk Bronze plug 4 Set rebar w/ cop #23604 • Found pipe or rebar Hydrant moo, Power pole E1 Deciduous Tree Evergreen Tree Catch Basin DG Gas Valve Water Valve sewer manhole (p7 Starr'l drain monhuir- twnHi water meter So. 32 .,. r Easks 40 ) J � � IC5 r K STML 20 -19 rim elev. = 299.3 water vats s (Water) 2) -o� t NO PARKING SIGN ( TYPICAL) 103.62 nark, -gib G, N. o t 2 56 Parcel 1 6 8,080 sq.ft. E -W "Yellow" paint marks (Gas ?) So. 148th St. elevated r l porch - south edge asphalt 128.62 i 61 -sr- 22LF TREN 20 MIN. MIN L Iu MIN. ole es north edge asphalt S 88 ° 02'25" E - 'Blue" paint marks ()Vrter) GARAGE F.F.E. = 252.50 HOUSE F.F.E. = 249.00 CUT =128C0 GARAGE F.F.E. = 248.50 A HOUSE F.F.E.= 253.00 0. I _ I,D S Ix ,Parcel,* t+ IAN. S 88 °05'43" E "1 103.59 A so C UTT= 200CY 5' strip dedicated to the City of Tukwila Existing house #4261 10' .:: , TC 2 -TR ,CH 0 qA Parcel 3 I 8,079 sq.ft. o C.O. I cd a I 46 J 38LF TRENH i5 HOUSE F.F.E. = 245.00 CUT = 180CY GARAGE F.F.E. = 242.50 - - -- —�L EX. 88 SS � 3a MIN. 103.57 S 88 °05'43" E 128.57 EX. 4" S 103.58 S 88 °05'43" E M Parcel 4 8,285 sq. /t. 18LF TREN 0 SSS EX. 4 S 18LF TREN -3 t - - &- t- -Febar w/ cop 1/23604 ❑ wm 1 2' north of deed corner 0 0 op 6 's 6 Set rebar w /cap #23604 (typ) — 10' SANITARY SEWER EASEMENT v � c z 10' SANITARI SEWER EASEMENT 2 3 6 CATCH BASIN (TYP) 4" FOOTING DRAIN 2'X2'X10' GRAVEL FILLED DISPERSION TRENCH PIPE O.D. O" EXIST GROUND o CLEAN (s_ ST.' FINES) 3/4" - 1 1/2" wASHE' ROCK a°° 4 PERF. PIPE (LAID FLA I w /HOLES DP) ° (" �� r --- FILTER FABRIC TyIS IRr NCH ,,ALL BE PRE, IT POIN` DISCHARGE AND /JR EROSION. DISPERSAL TRENCH X— SECTION SCALE: 1' = 2' coRR-ON y f C 1325:' fJS�ONA L I E ExPiRES 9 .IAN .2002 DALEY- MORROW - POBLETE, INC. 72f- AUBURN WAY NORTH AUBURN, WASHINGTON 98002 PHONE: (253) 333 -2200, FAX: (253) 333 -2206 LP �r� ENGINEERING - SURVEYING LAND PLANNING BPA " "' OCT. 12, 2000 D2oa 123 [ir r 6 2p01' PERMIT CENTER NORTHWEST DEVELOPMENT OF SEATTLE, INC. P.O. BOX 58628 SEATTLE, WA 98138 PH: (206) 246 -5366 FAX' (200) 246 -532 NORTHWEST DEVELOPMENT OF SEATTLE, INC. NORTHWEST HOME SITE FOOTING DRAIN PLAN FOR LOT 4 00 -120 — Found br 2,!54 3/21; GRAPHIC SCALE 20 O 10 20 .O I dle_ _ ( IN FEET ) 1 inch = 20 O. LEGEND Concrete Monument in Case Monument Tack in Lead or Noll & Disk Bronze plug O Set rebar w /cap #23604 • Found pipe or rebar D Hydrant `o.„ Power pole Deciduous Tree 4, Evergreen Tree II Catch Rosin c, Gas Valve Water Valve n sew mgnhnle rl 42nd A - S 146th St ' 21;'lr storm , ;Chin manhole RI , wo 03 X66 Parcet 1 8,080 sq.Ft, � 103.62 GARAGE F .F.E. = 242.50 5' strip dedicated to the City of Tukwila Il Parcel ,, : C 7 270 sq.At. EX. 4" SSS c^l 103.58 S 88 °05'43" E 17 Parcel 4 8 24 ,.� MIN 8,285 sq. /t' 2413 448 HOUSE SE a CONSTRUCTION ENTRANCE mbar w, _ _ .6. _ 0. Fcsc" "S 25' ROW TO BE DEDICATED TO THE CITY OF TUKWILA 0 TEMPORAY TURN — AROUND UNTIL ROADWAY EXTENDED. SSMH 20 - -19 rim elev. = 239.3 \ ❑ \ Gk t . ' 0 0,0 0 9.H E_ -W "Y llow "' paint marks (Gas?) � e So. 148th St . north edge °soh; 1 i0 MIN. 01 S 88'02'25' F _E - 'Blue" point marks (Water) GARAGE F- F.E. = 252.50 I MIN. -� 2 _ j- south edge asphalt HOUSE F.F.E -= 253.00 CUT= 20005 H`T 247 HOUSE F.F.E.= 249.00 cur =12805 GARAGE FF. E. = 248.50 2: 103 S 88'05'43" F 128.57 e S Febar w/ cop #23604 128.62 wm 2' north of deed corner ❑ -02734 r MIN. S 88 °05'43" E 103.59 II II , I O h II I I / CLEARING LIMITS (TYP) I 1 X45.8 4BL - Parcel 3 8,079 sq.Ft. SS 0 T J . i`.5 Set rebo w /cop #23604 (typ) — 10' SANITARY SEWER EASEMENT 57E W 10' SANITARY SEWER EASEMENT NA 77 41 " \ -- --LILT FENCE (TYPICAL) P At_ T I; F - CEDImENT.A4IG, CONTROL (ESC) PLAN DOES [JOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (LG., .SIZE AND LOCATI(;II OF ROADS, PIPES, [ JF _ - . - • AC!L;T UTILITIES, ETC_). THE f. LEhlnt to, . E, - PLAN ACD THE CONSTRUCTION, MAINTENANCE. REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT /ESC SUPERVISOR UNTIL THE BournApt, o '.G (.'ITS aOWA ON THIS PLAN SHALL BE CLEARLY FLAGGED BY A CONTINUCUS LENGT" OF SURVEY TART (OP FENCING. IF REOUIPED) PRIOR TO CONSTRUCTION. DURING THE CO.S q_IITI', a P:f0D Z;ST- ;. - ITIJD THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT /ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION THE r F r _ t J>T BE CONSTRUCTED STRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CL=ARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO :SURFACE= WATERS, LIRE- J FF µ - o -_ T' _ IS MINIMIZED. THE ESC FACY C40 _ ! ^J ARE THE MINIMUM PEOUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL HE IJPGRADED AS NEEDED FOR Ac FEDER F ._ E AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G_, ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES., EEC:). T. THE ESC F.AC L ,5 SHALE __ , -C DAILY BY THE APPLICANT /ESC SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACLIT',=5 DURING I. E VET SEASO r == i TO APRIL 3C) AND OF MONTHLY REVIEWS DURING THE DRY SEASON (MAY 1 TO SEPT. 30). ANY AREAS OF EXPOSED! °.',' ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE NET SEASON OR SEVEN DAYS DUPING THE DRY SEASON SHALL IF IMMEDIATELY STABIL ZED WITH THE APPPGY,EFN F" r,. ;LS sEEDiNG, MULCHING, PLASTIC COVERING, ETC.). ANY AREA NEEDING rL r f - ,T PF_OUIPI'JC IMMEDIATE ATTENTION SHALL BE ADDRESSED WITHIN FIFTEEN (15) DAYS - 3 . NH1 ESC FACT .E y c_.,,_ SHIES S, 9 BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN FORTY -EIGHT (48) HOURS FOOLC J. I.G A STORM EVENT. i? F r T,ME `+ r HAS ONE (1) FOOT OE SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING CIPERATIDN `HA__ ..- L11; °.: SEM:f`:^MT -LADEN 1JAT INTO THE DOWNSTREAM SYSTEM. STABILIZED CO,NtSIRTJOT,ON ENTRANCES, AND ROADS SUALL SHALL HE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAIN PAINED FOR THE DURATION JF THE PROJECT. ADDITIONAL MEASURES. SUCH AS WASH PADS, MAY BE PEON:BED TO ENSUPE THAT ALL "AV5FF AREAS ARE KEPT !'LEAN FOR THE DURATION OF THE PROJECT. 1 2. AIJ'r PERMANEr1T F'' TO ,_I' e. P-.Cc °t .. _Loaf T_. D A'0 A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PRO'POE ADEO ATE '7,P AC7 CAPACITY. IF THE FACILE:, IS TO I IOC. _7. A TEL Y AS = ?J I•IF: LTPA.TiON SYSTEM, THE TEMPORARY FACILITY MUST BE GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEE! ABOVE THE FiN A.!- GRADE OF'HE PERMAr1EN" FA'LJ!_IT'f'. T. WHERE ST=A't " - I: oEFJ E'l E= - ;DiJTP!.,L IS REOUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF 2 TO 3 INCHES. a. PRIOR TO THE 2EG■r,1'J' r- . O __ a_:7. I. ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE 5IU TEF !'4!1.1 � 'IH?FFT AREAS SHALL BE SEEDED WITHIN ONE WEE ET= THE ,.J J! THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE 'OHM! -TED TO 1 Ic SEES INSPECTOR. THE ODES IIJSPECTO? CAN FEOU,7E E'_"10' 'F ADDITIONAL AREAS IN ORDER TO PROTECT SURFACE WATERS, ADJACENT PROPERTIES, OR DRAINAGE FACILITIES_ JOINTS IN FILTER FAB,C. 944, 2E 3C�0 AT POSTS USE STAPLES. A..._ PRFGS, OP EQUIVALENT O ATTACH FlOTF FILTER F..BRI FENCE 'YALE BE I'i ±; ALLEU ALA VF51 i;rten _,e- rv»o e. MAINTENANCE STANDARDS: ANY DAMAGE F SIT ALL BE PEP ,BED Fn IMM ATEL MAIN TEN ANTE STANDARD`- 2"x2' BY 14 Ga. WIRE OR EOUIVALENT. IF STANDARD STRENGTH FABRIC USED s!.RIMUM a TRENCH L E1 BAEK.ILL TRENCH WITH OST SPACING MAY BE INCREASED NA T:`F SOIL OR 3/4 - 1.5'j TO B IF !PARE BACKING IS tiEA + ` WASHED VEL GRA xb` WOOD POSTS E . STEEL FENCE POSTS, REBAP. OR EQUIVALENT ' IF CONCENTRATED FLO!, ARE VIG JT DIM { - k - HE MUST BE INTERCEPTED AND C Jl. ED TO A SEDIMENT TPA O ..t 3_ IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING ,IANNELVATIDN OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE AND/OR REMOVE THE TRAPPED SEDIMENT- 4. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT IS 5" HIGH, 5- IF THE FILTER. FABRIC HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN. IT SHALL BE REPLACED. SILT FENCE With LINEAR TRENCH N. T.S. NOTE ONLY TO BE USED WHERE PONDING OF WATER ABOVE THE CATCH BASIN WILL NOT CAUSE TRAFFIC PROBLEMS AND WHERE OVERFLOW WILL NOT RESULT IN EROSION OE SLOPES. ANY ACCUMULATED SEDIMEN CN OR AROUND THE FILTER FABRIC PROTECTION SHALL eE REMO`TD imMED!ATELY. SEDIMENT SHALL NOT DE REMOVED WITH WATER.. AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL ON -SITE OR HAULED OFF -SITE. 2. REGULAR MA,ENANCE IS CRITICAL. UNLIKE MANY FORMS OF PROTECTION EH A.T FAIL GRA,IALLY, CATCH RAISIN PROTECTION 'M1.1 FAIL SUDDENLY AND COMPLETELY IF NOT MAINTAINED PROPERLY_ FILTER FABRIC INLET PROTECTION N.T.S FILTER FABRIC 326' (EXPIRES 9 JAN 2002 STAMP NOT VALID UNLESS SIGNED AND DATED EXIST GROUND'S, 00.00000000oo••coo mq AJOOOOJJ OOO• ° c'oW0 8 0 08 0 $ P' ouARP ' • SPACES ,E 00 c 0 00004° o ot A000008o DOOC 1a3 DALEY- MORROW - POBLETE, INC. 726 AUBURN WAY NORTH AUBURN, WASHINGTON 98002 PHONE: (253) 333 -2200, FAX: (253) 333 -2206 ENGINEERING - SURVEYING LAND PLANNING "" BPA MLD CITY OF TNI VAL4 AFROUE_0 ,JiH) 2 9 (06 B L' I ,LC RIGHT-OF-WAY AS PER KING MINTY ROAD STANDARDS, DRIVEWAYS SHALL BE PAVED TO THE EDGE OF R.O.W. PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY IT IS RECOMMENDED THAT THE ENTRANCE. BE CROWNED 50 THAT RUNOFF DRAINS OFF THE PAO. STABILIZED CONSTRUCTION ENTRANCE N.T.S. RECEN W c ,JUN of TUIC&A 0,31 /1` - )J !,0011 PERMIT CUM NORTHWEST DEVELOPMENT OF SEATTLE, INC. P.O. BOX 58628 SEATTLE, WA 58138 PH: (206) 246 -5366 T=AX (206) 246.5327 NORTHWEST DEVELOPMENT OF SEATTLE, INC. NORTHWEST HOME SITE T.E.S.C.P. PLAN, NOTES, AND DETAILS =20" JUNE 6, 2000 DADA "`00- 120TESCP ,,,, 2 ", 00 -120 I , °,. - -2 CB No.1 HOUSE F.F.E. = 249.00 CUT =128CY • GARAGE E.F.E. =248.50 No. lib • 103.58 r l l 2 C.0.2 S 88'05'4.3" E 1 7 Parcel 4 1 24 5G / MIN 8,285 sq f /t. GARAGE F C C . 2 - 50 11011SE r f .0 -253.00 CI II- 7.00CY GARAGE - — F f".E = 242.50 103.57 MIN 88'05`43" e._. - .103.59 128.57 POI CO 5 8,079 sq.ft. X. 4' 5 S Set 'rebar w /crlp //23604 (iyp) 10' 528I1 SEWER EASEMENT S GRAPHIC SCALE ill 1 - IN FEET 1 I inch - ?0 It. (5) sewer IT,11nh. stosIl drain marthol, . rn F7 Nale1 n1=0 REMOVE EX. ROCKERY LEGEND TI7 Concrete Monument is Cos.? • Monument )f Tact in Hod or Nail .5 Disk N Bronze 1155 Cl Set rebor wjcap #23604 • Fou pipe or !(111111 ` hydrant Tnele.r pole Derl.11,n1.): iii Catch 1t »in D 4 Gas Valve Water Valve M I I I MOVE EX CONSTRUCTION ENTRANCE ,, .. I \': - II, 111 7 7 25' ROW TO BE I DEDICATED TO TEE CITY OF TUKWILA `3.51v111 20-19 -- rim elev. - 730 -3 Z TEMPORAY TURN - AROUND UNTIL ROADWAY EXTENDED. I c. POWERFIOLE Hl F W relIew Point mortis (Gas ?) r�r e.iae asph ali r . .. I .. - F.. W R!ue Ta „ i n:,,•t::-: OFF ctc,F PI ,I -r r-1 nU TI) F t ovo :Ad por ch \ i`I -80h �.- ..nuth Prigo 103.62 1, G 5' strip 11=415et =d to the City of Tukwila L =isting IInI Ile 54 761 I i s . l , a r v 1 3 . 4 ,1nrIf1 1,f "I�eri ^Tr,nr O am „ CLEARING LIMITS (1 - TP) I0' SANITARY SEWER EASEMEisI C LT FENCE (TYPICAL) 2' ( DE Y. 4' "DEEP TREllS)) FILLED WITH WASHED - '3/ 4 - .2 172' GRAY L �i51(11 4" PERI. PVC RIPE%)�Y DAYLIGHT. .T' - C44,MT NIA DON r (ESC) PI AN DOES 1101 CONSTI TIN( AN APPPOVAI Or PFRMAIIFI,' RO03 11R r)PAIHAG( I III ":1 FI II '.1 )I II ' RO AI )'�, 1 11 - T. F4,9 FArIi HIES, , TII IiIFS FlC'.l 't IT S.II'' . : 11 AN” AHD SIC r ISIISIRUClIC)I'i, MAIII IEFIANcE, KEPI_ Al[MCN T AIM IIPGR ANN, OI MI ST F SI_ I A.I.il I lls I': IIIF >I '.I'r r141.15 I 1 , II It AI I'I II' All1 /l' I'I FDA i SOP I N ill f,l l fDrIGT E t_r ... ,G ACE[:= , ^.,+. -n IF EY , EL: E.917(E) E1131 5 •11r?WI! OI - 1 HIS PLAN 51101_1_ BE CLEARLY FLAGGED BY A CONTINUOUS I. F FIG NI OF SURVEY ATF (1 LFf11'NlS, Ir RI : UIIIRF D) PPI'll? TO CONEIP) IC (ION, DI PING TI-IF iIjTI1lrr uF r'F'_ _r LE) 6 •_PPALLET RE. Y 1)111 THE CLEARING LIMITS SHALL BE PERMITTED_ THE GLEAMING LIMITS SIIP.I_I BE MAIN FAINT.. I) Al ' III APPLIC1 -III SUI PJISOP FOR THE ()UFA11C1F1 UT T ', IF FSr „r l ^FF` .. i•'= P. II)= R myS;TRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING A(ID GRAD l 11`IG TO AS TO SURE ,. IIIAI )))F iRA'. Of `r I.1,I 5 SURFACE WA. 1ERS, 41135(. r I YF'1T PsF F .II.- 1 UIr11MIZF_D. � 1 ' ,. ' z - r. C CONDITIONS.. I .G - tO.S(RI (RUCTION PF RIOT), 1 IIE SE I I AI:II IJ IF` S F n - ' r F ,, ,,,�I., •, ., _, 1 1„ _a,,3 „_,t 11 F I,1ii llh.UfA REQUIREMENTS FOR AN TED SITE D- IRII1_ HTF I1_ - SHAH. B.. r f.(= AHED AS NEEDED FOR l))IllI rr'II e •r[ 'F' T EI51)1 . A111? MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (F. C., ADDITIIII 51)12 PUMPS, PEIf 111111 or )OII,HF^, ALTS '.II 1 Fl 11T'.F' F :) no r. rill” III iL1SELEETIED DAIL E 9'- THE APPLICANT/ESC SUPERVISOR AND MAIN TAINE0 TO EI1,_IRE CONTIFIIIFD (P0) 111 FII111; 10111//0 WRI I IF IT PEI, - 1P1 1 :II)'I I_ RE KEPI OF V,F1. : <1_'r REVIEWS OF 1IIE Fr OF" DURO, 0(E ;.ET = ^`f'3; 1071. 1 yr: AF'PIL 30) AND OF MONTHLY REVIEWS DURING TIIE DRY SFASCN (MAY 1 TO SETT 3(1) APE AS TE F I'= = 'SI ) R`1tnli., IMP ANK_MI_F1IS, THAT WILI, NOT HE DISTURBED FOR TWO DAYS DIIRR TRIF WTI ;r A; IN 1 51 SEVEN DA,^ DR FOIE INT 1 ;10.I;I ^ =11AVI RE IM)3111ATEI_Y STAI'.'.I_0)I ':I 'I/ Oc. F F •« _r`; 1' `= ';rI:1IIll., IA111111111G, PI ASTIC COVERING, F1C.). S l.. , ARE A 11c FF r' 5151 PF011±FlrO IMMEDIATE ATTFFIIIISI SIIAI_I_ BF ADDRESSED WITl TIN [IFTFFH (I5) 11AY0 .. THE FC I'fF I _IA ELF 01TER- -LL F= Tn:rFCTED ANC VABITAINFD A MIFIIMIIM OF ONCE A 00111)1 OP WITHIN FOR I'I F.I I1 (4 1 IOI I1(01)51. A SIIIPt.I EL/EN 1 !n Al '. 1 ?.TAE[ F's- 111 II 115E (. T 'rife OF SEDIMENT BE A(_I OWED TO ACCUMULATE W111 A GA (CIL BASIN. Al I CA TIII BAS,Itt AND r'ONVE(VIIIF I !OFT ;HAIL RE CI. F 0)5 CRISP T') PAVING. THE CI (ANINC OFF PA T,:1 (L13 45,4 ET 11011 F.CTOM>N... ADM :'(STER 11170 THE DOWIISTREAM SYSTEM. Si All ;'lI_EF r rISTP= r 11112 ERf aAFl0E5 AHD ROADS SHALL RE INSTALLED AT THE BEGINNING: OF COlISTT) I)(1131•I AND MAID TAILED FOP 1)IF DI IRA IlC.F1 OF II IF FPO, IFI. I ATP) TIOIII.) MF AS HRF S. 'LOCI! AS WA _;II PADS, MA I BF PF0 5 FI FBA- AF I cn0FD APE AS ARE KEPT CLEAN FOR THE DURATION OF THE PRO.IFC T. 5■1: PER - „1 . F , 1 � F;! , . , I” )TRY`. R ACFI` - ILFSED AS A TEMPORARY SETTLING BASIN SHALT OE MOOIFIEII \MITI ILE NECESSARY EROSION I IITIIPIII MFA ;I : AND .IIAII 'RI))))IF AFT ORATE C 1 CARL Ili. IF THE F_Arit '1= IC TO EEt•;,?'TI4 a,1.71 S1Ee .SC 511 ISFI1 IPATiON SYSTEM, THE TEMPORARY FACILITY FAUST OF GRADED SO THAT THE p01 TOM AND SIDE' ARE Al IIF.FF ELF' )(FY., II. IT 9111 GP ADF of THE TTTFPeeANFNT FARO E'', ) ,.I' r.F STITAB, !21,11, FE,P liEPPF'^-AP. E!'L : +1 EON TR')! 1 5 FEI)I_11RED, IT SHALL BE APPLIED AT A MINIMUM TI NCKI'IF SS OF 2 (11 T INC) IF`T_ ,t f'Pr. IR re RTE. PCT 15111 1= APe 7E4,7,01. , f+s'.T 3), ALL DISTURBED AREAS SHALL BE REVIEWER TI) IDENTIFY WHICH OAFS r'A11 Pr SF FRFn IN PREP APA 110r1 TOP `I IF ).'r1 IFP P TI'ir IRE TrF AO ")II=_i RE � 1 _r c II T I n F !NTT n . rn 1 , ;� i � T n l I r ,. T F I l I T P AAI I I I VFRF T_ � _AI E P T E SEEDED 'JfTFit[I ONE 'WEEK CP F P,Ew T 9_ n= THE WET SEASON_ A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND TIIOSF AREA To _ TNT OBE` I1,SPE• 1LIP .11 PPE_ SL L11Ir SE ADDITIONAL AREAS It( ORDER TO PROTECT SURFACE WATER, `,DJACEN I I'R•RFr RE;, OP C /AILAGE F ACII ITIE" ST 1 Ar.D STRENGTH FILTER FABRIC GRATE t \ FA,.. / A1°. Tr 51 / e CATCH BASIN Gi a, \ li \ ` • a. ) /rte TOTE: 0TLC TO BE USED WHERE ROWING OF 'WATER ABOVE THE CATCH BASIN WILL NOT CAUSE TRAFFIC PROBLEMS AND WHERE OVERFLOW WALL NOT RESULT IN EROSION OF SLOPES. MAINTENANCE STANDARDS: I. ANY ACCUMULATED SEDIMENT ON OR AROUND THE FILTER FABRIC PROTECTION SHALL BE REMO.° IMMEDIATELY SEDIMENT SHALL NOT BE REMOVED WITH WATER, AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL ON -SITE OR HAULED OFF -SITE. 2. REGULAR MAINTENANCE IS CRITICAL UNLIKE MANY FORMS OF PROTECTION THAT FAIL GRADUALLY. CA TCFI BA911 PROTECTION WILL FAIL SUDDENLY AND COMPLETELY IF NOT MAINTAINED PROPERLY. FILTER FABRIC INLET PROTECTION 11. TS c.F WASy, ( Fj - :t NOTE: BOTH SIDES OF ALL 8" STEM WALLS SHALL BE BACKFILLED Sr�ttr VISOUEEN -- GEOTECH FABRIC, CRAWLSPACE. CMSI- GROUND Nom: EXIST. GRCnIrID SE SAND EL.= 242.50 \ � I EX. GROUND 2q,`IN. f-T- EL= 2 300 : L 25 44111. _s °orL o O o • _ -� _ \_O HARDPAN ���J EL.= 239.00 \ 4" PVC FOOTING DRAIN FOUNDATION/ SUBSURFACE DETAIL N.T.S. REVISION. N01 1 DALEY - MORROW - POBLETE, INC. 726 AUBURN WAY NOR II' AUDIIRN, WASIIING ION 98002 PHONE: (253)333-2200 : FAX (253)333 -2206 ENGINEERING - SURVEYING ' LANG) PLANNING NEV.. N0. MAMMA! 11 F TO Or Ooogo coo o`}r°t c, 'c oiU`ocooco r A I RICHE -:)F - Wa r E!15T F„H't er (HEY nlF AS PER KING COUNT, ROAD STANDARD, DRIVEWAYS SHALL PE PAVED 10 THE EDGE OF P O W_ Fr19R TO INSIALLA DON OF THE COILS IRUC II(111 ENTRANCE TO AVOID OAMAC.NG Of II IF ROADWAY. IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF TIIE RAD. STABILIZED CONSTRUCTION ENTRANCE rI . T. 5 1i CORRECTION III 418 RECEIVED CITY OF TUKWILA AUG : 2000 PERMIT CENTER NORTHWEST DEVELOPMENT OF SEATTLE, INC. P.O. BOX 58628 SEAT II F. WA 98139 PH (706). 46 -5366 FAX (206) 246- 5377 NORTHWEST, DEVELOPMENT OF SEATTLE, INC. NORTHWEST HOME SITE T P 4 ('.P. PLAN, NOTES, AND 0E7'411,8 ' BRA - 20' ",".00 120TESI F I 15 l.ILD ,:r ALIT 2000 ' "1 (1) 120 I eti ." A I')2