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Permit D2000-119 - NORTHWEST DEVELOPMENT - NEW SINGLE FAMILY RESIDENCE
NW DEVELOPMENT D2000 -119 City of Tukwila Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: Contractor OCCUPANT OWNER CONTACT CONTRACTOR Signature: Print Name: 004200 -0031 4249 S 148 ST NSFR DEVPERM 001 North: 125 Permit Center Authorized Signature: _ DEVELOPMENT PERMIT .0 South: Sewer: Slopes: License No: NORTHDS015KK Fire .0 East: VAL VUE Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGIN'S BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Permit No: Status: Issued: Ex.pir'es: Occupancy: UBC: Protection: .0 West: Streams: Date: (206) 431 -3670 D2000 -119 ISSUED 06/30/2000 12/27/2000 DWELLING 1997 .0 Phone: Phone: 206 828 -0399 Phone: 206 -246 -5366 NORTHWEST DEVELOPMENT 4249 S 148 ST, TUKWILA, WA 98188 THAYER ROBERT J & KIM P 4261 S 148 ST, SEATTLE, WA 98168 PAUL GULLETT PO BOX 58628, SEATTLE, WA 98138 NORTHWEST DEV OF SEATTLE 1412 SW 102nd 400th, SEATTLE WA 98146 *** k** * * ** ** ** * ** *** •k * * ** * *k * * * ** * **•k•k * * *** *k•k* k*k** * *-k* k k *•k*k *k k* ***'k*•kk* *kk** k* kk k Permit Description: CONSTRUCTION OF A NEW 2,373 SO. FT SINGLE FMAILY RESIDENCE, AND 651 SO FT ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: LAND ALTERING AND STORM DRAINAGE. *' k*****' k' k' k***' k* k' k*• k• k*' A k* k*** ** *'k *'k *'k** **k *A*'k *A'A'A'AAA Ak *kkk* *kkk'A *A'kk * * * *AA'AA *:k ** *kkk 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: 200 Fill: 200 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 * *•k * * * * ** A* *•k * *** *•A'A'k * **** * ** * *'k * **** A*'k* ** k ** k k* A ** k* k *'Ak•A'k** ****k k *'k*k TOTAL DEVELOPMENT PERMIT FEES: $ 2,911.51 * AAA**' A*' A * ** **A'k *'A ** * *'A'A'A'A * * * * *:A* ***• A- A** k- k****k k* k• k kk* k' k* A*' k **'k ***A'A•k *'k* ** *A * *•k:k Date L1 I hereby certify that I have read and examined thi. 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 perms. Tnis permit• shall beconie null and void if the wor'K is not commenced wit n 180 days from the date of issuance, or if the w;lr'i is suspended or abandoned for a period of 180 days from the last inspection. z ~ w 1 _ 00 J = H w 0 2 u Q 0 1- W z � I- 0 zr U1 0 0 0 = U I— — IL O w 0 F- z CITY OF TUKWILA Address: 4249 S 148 ST Permit No: D2000 --119 Suite: Tenant: Status: ISSUED Type: DEVPERM Applied: 04/26/2000 Parcel #: 004200-0031 Issued: 06/30/2000 **• k• k*'****• k• k***• k* k*• k**** k• k•k k*****• k**• k• k******• k-k••k.•k•k•k *:l••k* *•k•k...... k•k** * * * ***•k'kk* Permit Conditions: I..'No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 2. 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), 3,. Plumbing permits shall be obtained through the Seattle -King County Department :01 Public Health. Plumbing will be .inspected, by that `,agency, including all gas piping .(296- 4722). 4. ,Notify. the City of Tukwila Building Division prior to ,placing any concrete. This procedure is in addition to any requirements for special inspection. 5. All.wood to•remain in placed. concrete shall be treated wood. 6. 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 provisions of the building code or of any other ordinance of. .the jurisdiction.. 'No permit presuming to give authority to violate or cancel the provisions of this .code shall be valid. 7:. Electrical permit shall be obtained through the Washington .State Division of Labor and Industries and all electrical work will` be inspected by that agency (248 - 6630). B. There..shall be no occupancy of the buildings) until the 'final inspection has been completed by the Tukwila Building Inspector, 9. All mechanical work shall be under separate permit issued, by the City of Tukwila. 10. All permits, inspection records, and approved plans shall be available'ai: the job site prior to the start of any con - struction.. These documents are to be maintained and avail- able until final inspection approval is granted. 11. Hauling over 50'cy requires application for a Hauling Permit prior to any hauling activity. 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. Contractor shall notify Public Works Utility Inspector at 206-433-0179 at commencement and completion of work at least 24 hours in advance. 14. FROM OCTOBER 1 THROUGH APRIL 30, COVER ANY SLOPES AND STOCKPILES THAT ARE 3H:IV OR STEEPER AND HAVE A VERTICAL RISE OF 10 FEET OR MORE AND WILL BE UNWORKED FOR GREATER THAN 12 HOURS. DURING THIS TIME PERIOD, COVER OR MULCH OTHER DISTURBED AREAS, IF THEY WILL BE UNWORKED MORE THAN • 1 z I I— ~ re JU 00 w = r- N LL w0 g Q = • d I -w z � F- 0 w ~ 2� U� O N` 0 I- w w LL Z w • = z 15 2 DAYS. COVERED MATERIAL MUST BE STOCKPILED ON„,I1'E AT THE BEGINNING OF THIS( 'HOD. INSPECT AND MAINTAIY HIS 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. z ~ w CL 6 0 0 ca Ill I 1-- CO u. w g ¢ rn� Access. from S 148th Street to the individual lots shall be _. maintained at Applicant /owner's expense until such time the ?�- road becomes a public street, zi— W Applicant shall enter into a Developer's Agreement with the U p City of Tukwila that will address street improvements, O tn, sidewalks,; drainage, undergroundi.ng of utilities, ect. The o �. Applicant shall record the Developer's Agreement as part of = each deed and provide a recorded copy to the City, BEFORE � — fina Approval by Public Works. O .z O - H = . O 1— Temporary erosion control measures shall be implemented as the first order of, business to prevent sedimentation off - site or into existing storm drainage facilities . 16. 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, 17. DRIVEWAY SHALL BE .PAVED FOR 20' ONTO THE PROPERTY FROM THE PROPERTY LINE, 18. OWNER SHALL PROVIDE A COPY OF THE RECORDED COVENANT FOR THE DISPERSION: TRENCHES.. BEFORE FINAL APPROVAL. 19. INSTALL. DISPERSION TRENCH PER THE ATTACHED KING COUNTY DETAIL'S: z . • Description of work to be done: f ..f �e 1 ` Ot L / Gj 5/ y PI Type of work: ❑ New Single - Family Residenc ❑ Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence El Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: M Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing S uare Footage for Structure: sq. ft. Dwelling e'""2 )------- sq. ft. Covered Deck(s) - sq. ft. Garage /Carport sq. ft. Accessory Structure(s) -- 4---- sq. ft. Uncovered Deck Street Address: n 6 /J v. se sQ0. dize/ Le it 9 / i Proposed New Square Footage: (373 sq. ft. Dwelling c-— sq. ft. Covered Deck(s) Phone: S,f'q (p,57 sq. ft. Garage /Carport -- sq. ft. Accessory Structure(s) — ' sq. ft. Uncovered Deck Fax #: S Floor Area Ratio: (total floor area of all structures divided by the area of the lot) r)S 76 • Ai Architect: oUV 1 -0,88 - irate, Zos r ue_ , *For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling Street Address: /D 4 5 City State /Zip: * Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. Project Name/Tenant: n IU O r�Gt wes7 .yev -e to p14 T Value of Co nstruction: /ry /6' Site Address: City State /Zip: y o?X,E' S. /�fi' � 37 �o� (, Tax Parcel Number: Co C a oar 3 / Property Owner: /G, / rrL et C_A (5 Phones D 1 4(6 6 5 Fax #:� 6 d � s -3 l Street Address: n 6 /J v. se sQ0. dize/ Le it 9 / i Contractor:,, ' , / Or•Pb CJs —Cr v-f Phone: S,f'q 10) Street Address: City State /Zip: Fax #: S 3)&1,02_ �s Q4o v • Ai Architect: oUV 1 -0,88 - irate, Zos r ue_ , P hone: a s 3 � 8 y - G 36 2 Street Address: /D 4 5 City State /Zip: Fax # 7 5 - 3 S u O r 00 Engineer:,/� L G1�'7G/'Pe,/'lGr Phone : ? ��u, 3 , 7$__ J 7 Street Ad,,dress: 5.7: S / City State /Zip: ` 6A / 9 g/3 , w, di `cL ,- 9XY99 Fax #: Contact Person ,edi--- t/(, ir. Phone 6)4/6, _ s-3 Str O A r 6Af 5-R G L 98 3 City State /Zip: Fax #: (9D6 u / ^ c3d 7 CITY OF TUK! "LA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 F• STAFF USE ONLY Project Number: Permit Number:. Single - Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. ❑ Channelization /Striping ❑ Flood Control Zone ❑ Hauling ❑ Moving an Oversized Load: ❑ Sanitary Side Sewer #: ❑ Storm Drainage ❑ Water Meter /Permanent # ❑ Water Meter Temp It ❑ Miscellaneous Date a•pli ation - ccepte � w SFPERMIT.DOC 2/13/97 PPI.ICANT REQUEST FOR. PUBLIC, WORKS .SITE/CIVII: PLAN REVIEW ublic Works: Department) ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: ❑ Land Altering: 0 Cut cubic yds. End Time: ❑ Sewer Main Extension 0 Private ❑ Water Main Extension 0 Private Start Time: ❑ Street Use Date aprbtion ex.fres: 0 Fill cubic yds. O Public O Public Size(s): Size(s): Size(s): Est. quantity: gal Schedule: 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. Appllc���q jerkin by: (Initials) PLEASE SIGN BACK OF APPLICATION FORM BUILDING OWNER OR:AU HORIZED'A'GENT: ,: • Signature: /" Date: 4/_ : „ Print Phoneaq6 _S )G‘ Fax #6.5&7 name: pk UL 60i/eV AddresspD ,g x SR � City /State /Zipa p Cl =i. ALL SINGLE- FAMILY RESIDENTIAL PERMIT APPLICATIONS MUST SUBMITTED WITH THE FOLLOWING: ➢ N/A DRAWINGS PREPARED .' A REGISTERED ARCHITECT OR P,.JFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED sy go A ❑ ertificate of sewer availability (Form H - 11). Contact the Public Works Department (206) 433- (0179 for servicing district. ❑ etro: Residential Sewer Certification (if Tukwila Sewer District) (Form H - 12) ing County Health Department approval for septic - 296 -4722 our (4) sets of working drawings, which include: ❑ Site Plan (see example Form H -16) ra i r/ opy of recorded Legal Description from King County Certificate of water /fire flow availability (Form H -11 a). Contact the Public Works Department (206) 433 -0179 for servicing district. 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines, Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). Foundation plan and details Floor plan Roof plan Building elevations (all views) Building height Building cross - section Structural framing plans and details necessary to completely describe construction Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building • Owner /Authorized Agent; If the applicant is other than :the owner, registered architect/engineer;;`or contractor licensed • • by the State: of Washington, ; a notarized letter from the property owner authorizing. the agent to submit this permit application and obtain;the permit will be; required as part of this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPERMIT.DOC 2/13/97 z w Ix Uj O 0 0 w= w • 0 Ce LL < = • 0 -L i_ ill Z = I-0 w U • � !n 0H w W L w z F- = O I z • r I s� ,�p�^�^~—^«'��«�' /�� ��x��n��-' . ~ . ' *+A*+*+a+A + !* +* ^+^ ++` * **+«+*+a+*+A.++^ [I|Y OF TUKNILA NA ' --iy~' lRi4NSMIT **+a+*^*++ * A * + • * A .4.+ A. A+++*vA. * +++** J. +*++*+� /~~� \ / ., TPSNSMIT Number: R9800:1190 Amount: |^^'' unt: 47,0O 11/1"/0� �' Payment Method: CHECK Notation: 8RENT GRAHAM Twit: ' Permit No: D2000~119_ Type: DEYPGXM yERNI[ • parcel no: Vn*2Vo'VVUl Site Address: 4249 S 148 S[ Total Fees: This payment 47.00 Total ALL Pmts: Balance: * :Accout Code Desrription 000/322,800 BUILDING INVESTIGATION 2,938.31 2,958.51 .0O *A*+^4+4-+++A** Amount 47.00 _ '- � • '�` :.97i7. * * * * * * * * * * * * * */* * * * * * * ** * ****** * * * * * * * * * ** * * * * *** * * * * * * * * * * ** CITY OF TUKWILA, WA 2,000 — G .� TRANSMIT *.. * * *** * * * * * * * * * * * * * * * * * *'. r * * * * * * * * * * * ** * fir * * * * ** * * ** * * * * * * * * * ** TRANSMIT Number: R9800271 Amount: 1,075.4604/26/00 09:03 Payment Method: CHECK Notation: PAUL GULLETT Init: TLB Permit No: D2000 -119 Type: DEVPERM DEVELOPMENT PERMIT Parcel No: 004200 -0031 Total Fees: 2,734.51 This Payment 1,075.46 Total ALL Pmts: 1,0 :46 Balance: 1,659.05 ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Account Code Description Amount 000/345.830 PLAN CHECK - RES 1,075.46 3793 04/27 9717 TOTAL 1075.46 . ... = , z re w U 0 O (0 w= J w w O; gQ = d. � T z �. ZO w 2p U .O D. OF- w W - O w z - O F- z • . ~ \ � . �&Y4AO*++A^AkIl+A^-k+*++kk+/++ -^'' OF '"^"ILm. n* p",�"^.�. ^�'"".~. ^~ .- - ' l**+**aa****a�*a���*�*a* '^`~" "p'�v/`/v �;:�» [KAKSNlT �v, ,~ **4*a***+*a++.A+a*^**a*«***+*+«*4. TRANSMIT Number: 89B0��1O Amo/nt: 1,836.05 O6/3O/�0 13 44 Payment .Methnd: CHECK Notation: PAUL GU|LET T Init: [L8 � Permit No: 02000-119 Type: DEV��--'---'---'--' »"",,, u__ ^,^,,, _,_. �xn DEVELOPMENT PEPMIT .".°=. No: vv+�oo-oo�l Site Address: 4249 S 148 ST � �^'_ . �� � Total Fees: /n`s royment 1 Total ALL hilts: Balance: 2,911.51 2,911.51 '' +* +++*** ,=,=.`�� 0V � Aocount� Code Description Amount t 000/32 ^100 BUILDING - RES un ` 1 654 00000/315..830 PLAN CHECK RES ' 55 ^ 9O4 '- - UTILITY �2V.00 � 0OO/38G . STATE. BUILDING SURCHARGE 000/342.400. .4' INSp FEE - UT1LITy 15^00 4.50 .' 412/342.40O INSP FEE - STOKN DRAIN 1+^00 000/323.100 LAND ALTERING PERMIT FEE" 000/345.830 LAND ALTERING PLAN CHECK 37.50 , � ` 5�83 � ' ��� .�7 �'' �� ' �. ^ re 00 � mu �� j— � W � uj 0 Z �� 0 jjj Ca c ji CI! I I= 0 Z � Lu s 2 j_ 0 ` RR Type of Inspection: A r�s� So r �� j' Date called: � / Special instructions: Date want ////0 a.m. P.m. Requessgrr t- `""''11 Pho e: � S) 44 4/42 Z > -9 I 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- Approved per applicable codes. n Corrections required prior to approval. COMMENTS^ rc wl Se gce = c ? py( tied C rreds -1 rOw, A.451e ' / �f Ccw -fin Vti,c., f Inspector: Date: L� l 0 1_0 C $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: Ll... �.....:: 7��:..,., nl�x.' n7L �. �. ::+c±��J. i- ��.�.. s1o+:. 1. i= w�: �r ° r� ?i3.Fi:'h'W 1uLi.�SY�C'�� y�,. fit: `i'�_,i.... •. z 1 w 6 0 O 0 co 0 W � u- W g Q to a = E. z = H Z O w O N` 1 I I— 1 - U. 1— w ▪ Z — I O ~. z � COMMENT r S � } /� / t I - j i) i > A .)" ' ' ""7 c C.r/ i Date called: ' _t _) 0 f Special instructions: id / - _ 00/-- Jh 5c,. le, A? cr / S© Le •o ..0 / - _ , J1 ,a / 1)--, r 4-71/..4.-- q) 1")-1 .12e c- ./......../..,..." S J (7,..e.„,,,,-, r.4. Z v..,6 i G G'�../ 4_1 / /� 0 �,/ 4- ,Q )// r1 t/< <E I_. / // / I J,/7 mo ( / 7 /41 G en I P..1_ Gf�' -C I c ..//I lit .0in 4 P 6/ R// , ‹i „,/4 Project: , r ` fV It) ( ve 0 p, >ti,- Type of Inspection r - ` 1 I Address: LO S 1 1 1 g ''S—It” Date called: ' _t _) 0 f Special instructions: id / Date wanted: )', 1 � _U I ' a.m ""l — p.m. Requester: - � �e � Phone: 'mss '1 -OMI INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Inspector: ,Q INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)43 NI / Approved per applicable codes. 0 Corrections required prior to approval. ' • Date: 17 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ....,....: ir..' �tFa' •o ".=.'^ h'..nG z Ie W 00 C W J H CI) LL W J u_ to D. d W z � W 2 p 0 W H O . z o ~ z Project: 1.1 J - De `le it):rti^ e'tk t"- ` ` Tyyp�e:,of; Insp ection: Iii l - "F�L. V (._ Address: ": LI D LI C 1 S I 4a St" Date called: 1- 4 AO /pi Special instructions: itermaw a -c-k. r n 00'1 Date �"'an ed: / s a l a.m. � Re e nester: re i+ Phone: Ltzs - yyy L \\LO [2:1 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA.98188 0 $47.00 REINSPECTION Ft REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. PERMIT NO. (206)431 -36 LI Approved per applicable codes. /corrections required prior to approval. COMMENTS: Nok •Receipt No: Date: ': z re 2 w 6 0 0 0 0) 0 w= J H . U) u. w 0 I- w Z � I- 0 Z 1- w 0 w W. - 0 u" O W Z U 0 0 I-- O Z COMMENTS: Mai Y\RA 1 �yp f Inspecion: 1 . ?oo\c. L0o r \S Y ■ n wnu i revt S • I �( is tin sr "Sped- ∎ 0./. S d Special instructions: Date wa ted: a.m. 3(2$ o 1 ` . f� p 1in S,P , Pc. ion A 4 cceo Phone: If Zs ( " 1 ( - 9yf6 «(I II Project: (t,, � c� �yp f Inspecion: Address: ` L ` C I 1 S • I �( is tin sr Date c a 3 27 x( Special instructions: Date wa ted: a.m. 3(2$ o Re ter: � �'-` Phone: If Zs ( " 1 ( - 9yf6 «(I � in INSPECTION NO. INSPECTION RECORD Retain a copy with permit OZ PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. t o r : 417.00 REINSPECTION FEE REQUIRED. ' Prior,to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. -" Date: Receipt No: ,; :?1;ci.'r.✓; , ,e , ;'�""+ 5��w �y::1wi '�✓ , ij ?' + " L�ti;v, F ` �`v "' 1 ' Date: 0 \ l- z ~ W t qq Y � -I C.) 00 CO w F- u. W O g Q 0 � W Z� I- O Z I- W W U 0 ' O - co F- WW LL Z UN — O z Project: d Type of Ins ction: called: ii;p Address: / , �g ? Date � V v Special i Date wanted: a.m. /717, zid P.m. Requester: ':r k ". / R4q / _ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 0 Approved per applicable codes. COMMENTS: yrtni . 43 ia CO Inspector: ttpt { INSPECTION RECORD Retain a copy with permit Date: PERMIT NO. (206)431 -3670 Corrections required prior to approval. b I - pdo , _ - 10-14 pervn A,tht.o 0 A -xiti- ,t„ l ate( . m Ose.st Aki < � g . OAAAA A filblair A) IA) ova, $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: att�`y'.�F3�� E'."'�+y,�+^7:.�'�.':��ii: i�S�, �'" �� 'ik"s.�":'i�,"�tl�.�bt:�C$'�i� 4 . � ':.' �. z- �' v' �.:�:a]S'E:ha��3'�!:3�s�.t➢2a.: ��'g.? � 5: Project: — Valle t .e of inspection:. /►t_ c _N Has C 3 114e S� Date 1 72.2./ d Special instructions: Date wa ted: m I i ,'z"7 � 0 ( p • .. Requester: +ire rl-t-- yas (-- -)yLi EH(ta9 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter B lvd, #100, Tukwila, WA 98188 (206)431 -3670 COMMENTS: Inspector: Date: r —OD Approved per applicable codes. n Corrections required prior to approval. $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: �e; r+ adi�e�r:,►., s�+ mLw.»>`' 5itb�^+ �; tox��+ �- ,.a;��,itBa:eY..+a.rr�' � s '`.�- :►tt'�?�wk'�i Project: Tyee of Inspectiory � -1 i 1- 15 . 1a\ called. 4- DO Special instructions: Date wanted: ('a.m. , 11` \ f ` ' p.m. Req ester: -. `->- U-�-u 6Lj-I ( 0 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. n Corrections required prior to approval. COMMENTS: Jj $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: .iv.iw" ^%Ya",Aa`2' 'a+ ,4t.,i 1``Y.liA ir•a'"�3SnP. :ev 'ti;»�4, :fit e�ioi;"� ::+ ;k;�'� : Z W c QQ w2 0 U) 0. W = J I- • LL W u-Q • d = W H = Z � I- 0 Z I- W gy = p 0 c o 0— O I— W I- LL ro .Z W = O F- Z P f Y i /) (/G/ op m�/ . f n ct -L[ t �iC t e T ( is (n ; J 5 5 /L/ (5?'- y / —I / -- 00 Special instructions: Date wanted. / l — 2 t O a.nO P.m. Requester INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 X Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Inspector O lir PERMIT NO. (206)4313670 C Corrections required prior to approval. COMMENTS: a 40 CO Date: 11—.20.... 0 0 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • -v;.E.A-Ssza.:' riL: ark4'+ t `kaSw�f'`ry� l� ` •,.- -L� ji�o'A�c10..{ ij ..t'2Y+K�4.,7w6c �.ws Project /_ , a , �T pe o Inspection; Addr ss: 57 DDate called: Special instructions: Date wa e . / OP a.m. p.m. Requ t Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Q Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: iV o r /e -ei }-Di y ----.• git x/VC.c 617(7 ,c I Date: c l nsp • . $47.00 REINSPECTION FEE REQUIRED. Prior'to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Z W re 6 0 0 W =� J I... WO j (I) H Z � I— O W 2 p U 0 I— = W . I-- - �" O lil Z . = O ~ Z Project: N Nue lop n A vA i" Type of Inspection: ma 1 1 � L S / /1g 5Y- S� ` ` Date call 0 ( instructions: Date wanted: � ii- 7l O Special � p .m. Re ey &i Phop q r `l � 0 71 io lr f== INSPECTION NO. i ?/1, INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 COMMENTS: f rM sr U1rv1 tn(r) s \\ C \ Or 2 4r-vvt s C o f-pi Q Inspector ±r -Z1A,Sir Date: ( 1 �IJU Approved per applicable codes. n Corrections required prior to approval. 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: . CfC'. a�Nit +!'.�.v1�71�8":W- ;...1.Ft1 fit`• i] wlrtl� 'M':f}?iistnn.�r�7F�I1vsc''rC� `:in�/Y�i�R YIMi:�1a _'11 `' +! i. �w4. u: i+ vw• �tSYJ:+i11.Sut!�f[IMh11S.�+i�4: ill: z Z 00 CO W . W LLj =W H =. z F. 1- O z U • � ' O W w • V Li.O ..z w • = O ~ z COMMENTS: 0 Onyvx a. cre Abot u..,AA., Pi 17e-oss ,-- — ALoxtb crieDc4 otig,e ----M C) /A_XSTAit-z- 774//S7" 7 pc.e- itfurr & & g 4 AO o'4 44,1 (:) 131-0Cle- I) •_.+1The- AT - ST)e-tic_1 t4 S' Re uester: reil Sc.6.- A.ro trit ' • ' Ciast ' 'il,t; • 1 (19 7... -tee (4,/, TA, 0 ',6 fge..44Lekk a () 9 c ) (50 7 4,4,44 72.5:,;. A r,4- f c ( Arc-, 4T 5/-fre:-.0oe Br4c/c. Project: Nvq. De ve,l( il Type of Inspeetion: Fa ni inj Adc ress: .: Date called: Special instructions: . Date wanted: is, /1 -I-- CO p.m. Re uester: reil P o e: , D. q4cr-gqic, //7/ INSPECTION RECORD Retain a copy with permit INSPECTION NO. ERMIT NO. CITY OF TUKWILA BUILDING DIVISIOI? ° ) s ..y 6300 Southcenter Blvd, #100, Tukwila, WA 9818 (206)431-3670 Inspector: Approved per applicable codes. omk Corrections required prior to approval. Date: LI $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: i i— z LU 6 = -J O 0 U)0 W • I -J 1- ?LL. W O g u_ D. a I— LU Z I— 0 Z 1— C) W tu n o ( 1 2 0 I- w w I L I 0 • Z al co 0 - - I o 1- z COMMENTS: - 7,) Tri) e. I t p YV■155ec. V tV'S 4'rcvt- \I» v 00 f)Vfr 1 V0111 CI 00 v . 8) ,m∎-j- rP \)l(%Or I! c. $'( DD St). -ior \Anu4e Y-P \)ev 0v‘ \e,i. ".) (- 1-1-,C1/ - V)ix c t & tt rtr0 1 A-P c t" vcic . 4 nt) c-c_ evArl J cia Ir wct\J t0b) . t A 'thin reovr1 A-1 Pr1cr I 1 Wit \` (7V PY- ` iOC,VI° ---()v- t � 1 (IV' 6A6 pion 1I.) ' 1/2c QCC' ,S ay - GwIl11/4� rOnl /c -' +` %. \ O 1 S S f 7v\ �L S r i tff 4 !l' f -Qv r"- ckoo tr CO .5$rq 13.\ Rare I S 1 ai z v\Ae 8 Proje : Nw v�'C 1lnpfr'i Type of l pection: rGwtl�t Address: Date called: 11 - 1 - Da Special instructions: Date wanted: 1) ,c) ^ 00 V tigr •.m. Requester: Phone: INSPECTION NO. Gr �� PEBJ�IIT NO. CITY OF TUKWILA BUILDING DIVISION - I 6300 Southcenter Blvd, #100, Tukwila, WA 9818 (206)431 -3670 0 Approved per applicable codes. Corrections required prior to approval. Inspect INSPECTION RECORD Retain a copy with permit Date: �) 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ' a' A+ Ed�4yih .d�lc�.rac'uYst —• :•• #_"�'-'`' -- -- - - -- - ..i:L+�S.i��F:+ert7 .wa.i•.::..tiw�l.: +�� '. ' COMMENTS: v 71r 'tr \u4S cd `�O 40 \C t C f)v\ YWCA Inv, \ h C, a r/,t -es 1 ,' l'"aS� - }Pr a -\ 1_24c over SLver Date wanted: 1' (t)v1 W;--1A\ A KS vevki p . 1 t,.) 0C4, 1XA'+ S \U W P r \la (ve Phone: t I )ct t Y\P•eG` S c,--\ U A -k() 5v ppopl 1I) >c;‘SI` oU v' C~ , n `iv ro t (W r bo rft c, ,n - 11IP \Cir‘PA Ov\ 1Obi \O vv.., Project: i) -� /V 1 }P V�,p�h � V�' " T ype of Inspectio • t (Cf tM I v� Address: Date called: 1_ 1-00 Special instructions: Date wanted: t' `.?' l u CP Requester: Phone: INSPECTION NO. Approved per applicable codes. foo- INSPECTION RECORD Retain a copy wit ermit oic,e s _ , ERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 .: (206)431 -3670 Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: .. y :,fit 4 �.., ,yam. M tsy y.�c,: # c �-�; �,. �+•s'-� z.�., � «n..�. •- i�a'` S�aw� '`�.c" aa.a�.�a�5:' ''" �.Yt�.�S: k '...:�:5•a:tn �. YSAY�t. 4. 7p.+ 3" �+atai�ii'.�.i'�t�::liiiii� >:•� Project• c w D M (A) U Type nspe ion: st,0;I4C1 Ni Address: i Date. called. 1 h 60 Special instructions: Date wanted: 1 ( - 00 I a m Requester: Phone: ion INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. ,(206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 064'"s-ar s\61 te'A - or ` fc Inspectors C Date: 1 00 $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: Proje t• tt lA) PU 21op opine v\i- Type of Inspe . 1421n Address: - ) -)-19 S ) 2 4 Date called: l \-- I' 00 Special instructions: Date wanted: 1 `a QD a��.> p.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. COMMENTS: ; ) D y P he A (Ado (, ) I r el 0 w Q bcA lr) t V\ K t ci - 1 f r t ` 1 ,N5 Pvr Ntr errA Inspecto $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: PERMIT NO. (206)431 -3670 Date: _ 2- 0o z ~ w UO to D co W J =' H NW W w I— z F--' w U� O o I- w w u z Iii U= O~ z Project: NW De Type of In s p ection: S b -- d ownspout Date called: p Zq — O � opmenf Address: 1 ! 2 I o S /2480 8+h St Special instructions: Date wanted:: 0 30+ 00 a.m oO a.m. p.m. Requester: J n at h oe. Phone: Zo(a/500-8808 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 El Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 3 010 0- T 7 Fi / t.vaite.)6“.4/( Aft-f ' ii CA4es 57tt rid 1 r� x � d divPilij I6 dr t i , Inspector: 6U Date: 3 ick, Ei .x $47.00 REINSPECTION FEE REQUIRED. Prio inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sdiedule reinspection. Receipt No: Date: • Ct ■7■t15:r:Lailfri'SV+ .w+u .. •�'.:a. � � '•ll •� ._., v. '� PERMIT NO. (206)431 -3670 Z 1 W . Q a Q 1 . JU 0 co in W = Q W LL< H Lu Z 0 uj U� oI- W W , I— �-o Ili co O I Z Pro ect: t.. 1)e ve I up 01e. c\ Tape of Inspec on: t "3 �- 'c r \.:ri (( (mac ( )1 c Addre$�:� 3 (� 2 ��" F Date ( called :..,_.. _. _ _ r ;1,e). ^00 t Special instructions: Date wanted: 1 0 -- 2' 0O p.m. R uester: e r.D re. n f" Ph — u Li, —'LI 1c.., INSPECTI Reta a, INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwil WA 98188 Approved per applicable codes. . N RECORD with permit Corrections r PERMIT NO. - (206)431 -3670 wired prior to approval.. COMMENTS: 6677 - e - �VG7 $47.00 REINSPECTION FEE REQUIRED. Prior to insp ction, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to scheduleinspection.. Receipt No: Date: Z I W r e f 0 co to LL W 0 ga rn � I ° W Z I— 0 Z I— w o U o1- W w I— -- LL R. wZ = 0 I— Z :. Project: N 13 I)Q VC' I C, Y1' fl Type of Inspection: F- rI r■ 1•r`� (1 ( I . 1( , r( u:c�rI \ Address: .t-) 2.-`'I C J 1 L, b'w+ 7-.1 Date called: ......3 -- fl - lc- c c Special instructions: r. y r. I) L I'I'I ■.... L r C. Ve Y` i. 11 �t r tj� t. d.�CI I_ k3 4:c..ty- . v, J t n �1.r L r bo h cLZ Se5 Date wanted: Ci " — CU p.m. Requester: 1r(" (I+ Phone: _ Lit_( `4 `".S Lt I CD 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 E] Approved per applicable codes. _12 required prior to approval. COMMENTS: /471,44.-b• PLA-AIS, $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: f#,It ' itas ieciie 3?g4 � rt ',12t isAv.A,1.A'v;fa.g4,,44.r '{44, COMMENTS: Co _ 111. ... I `0. ' :714kk... 14 a 6 Z. ,Stre ' f OaS i7 Citi PrcLe- 12110 0 fi gX0 ,i5Lock.crui /4T V472SO-VS LOCA-nt97 0 A•117z1 --- ,e(60 t.04-f .._,(11) S .770i.:.zi 36ita(Arec r /) z / _PKoject:; --, Ntk...) r;CAle I op 0^r• n-f— Type of Inspection: Address: 4: LA t",- I c-\ b k '•-■ 7 .D. 1 ..... l- Date called: C-1 – DO I r- Special instructions: Date wa ted: c Requester: 1 Cc' ('+ Phone: _ (•- — LI LI LI :-- ( f . . Hr „-- INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 0 Approved per applicable codes. PERMIT NO. (206)431-3670 2t / CCrections required prior to approval. Dat7 61.0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Insp : Receipt No: Date: •••■•• . z II– z cc 2 _10 o CO O U) W W U) LL uj 0 g < CI 0 1.LIJ Z 0 Z w D 0 0 ( .2 1- w w I 4 - - , z w P 0 1- z Project: f)rtnu '5+ T)e UGl nef' tf Type of Inspection: F� -' /-;rjc s Dra m f t9 / ( 5 �lir V� te r) I 9 -a) Special instructions: Date wanted: e a — �(1.'�l7 a.m. P • Requester:.. Phone: c — S 10 — 80 CDS INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 2<pproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Insp�Co16. Da 0 3e) ao 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: '. i.! a'aJ.tesis I..� Viz':' 44: fa�vr ck',;'WN1?ynT K+N 'Siar'N.drt4kkm PERMI NO. (206)431 -3670 1 / /4, Type of Ins 00 .:_ n Ad�i 5. / ' /g .51 ate called: s ,h 0 / 00 - Speciialinstructions: � r!� Date wanted: 1 J CO Requester: /) Phone: 425 7 7 7 .. 'v p. N INSPECTION NO. INSPECTION RECORD Retain a copy with permit • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 — .: :: Approved per applicable codes. COMMENTS: P /•-s A- 7 1c"'.- Ins n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ,.�4 dY 9+ .�� } ' ` ,$�,�`t ', £ �kr '�, v -r , 1 L'�. ,_.wo�n�, r[5;,k+f c xtn <', -t:' rJa:m...z+ifs :'.3Y..t.s: ",a':f>i'5.;....•� .'its. 4:04VhniwiSU. :h iaii i.` �• �e� uq 1�-•t <k' 1itS{W PERMIT NO. (20 670 Corrections required prior to approval. r ect gel cp oie,fl + T pe of Inspection: �"" '"" i Yc0«.flol o+� n e., � 5� ‘,7, l g '' S-t- Date called61 _ OD ;.Spe ial instructions: e Q eat �i , Cr.ma ! { tc'sf Di /1„, AP ..- n ..... . Date want r, _ ', :/ — . W CiU p.m. R s n }:5��,r I ` 1"f 'A - 1) \(o INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approvetl per applicable codes. 0 Corrections required prior to approval. • COMMENTS: 4 Inspector: Date: 7 LI $47.00 REINSP CTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: tirL:'n,:°.isiacaf+.'. iii' �. iY. tiS° k: i�sr» C1. �. �G. 1�. t13�r�. d3 i:l�:.a ' C�' �7:+ i �ir +c'k��3��:M'.::.�"rti�Kc\u`:i6J: � z ~ w J o 0 W= W LL W O 2 g Q .C.9. d W Z = I- 0 Z ,- uj 2 o U O D. t] F- W H - �O w UN H 0 z ro'ec .27,! ��Ld r j9 of Inspech'os: f� �� Al f' / S G /� Date called: Special instructions: Date d Date d S a.m. a.m. p.m. Requeor 7 o n vr Phone: r 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 Corrections required prior to approval. 0 Approved per applicable codes. COMMENTS: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspe tion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Pr lect: Type of Inspectio : Address: [�, r i� 4� � . ` r 11 h - I C) Dat called: '" - ? - eD Special instructions: Date wanted: - 7 -- 02-4/ - C:' +O a.m: p.m. Reciwter: P4 / -2s - 4/4/y X1/6 INSPECTION NO. * � z W Q t Q 1 J U O 0 co 0 W I C/) u. W < = • d W w� 2 j U � O 9 OH = W . I— - tL o w o 2 H H. 0 z Project: Nor - lhwest Devel opmen n f - ype of Inspection: w • F i a ) Address: g l j J �+ ,� J �g s Date called: L f � l Special instructions: Date wanted: el'? �.. -.o1 Requester: 0 ren-t- Phone: 1425_ y -q- g /7/1 6 Pw Q 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 Approved per applicable codes. n Corrections required prior to approval. COMMENTS: � t o Adel $(AA Gvt 71/1,4 A2/.01 -- 15) a ~ [ ;A D • Inspector: Date: q/y $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: ((,,.. � *:'S4,t 1'v� '�"'z F.�Myx �7l +;Mie..' p ,�f4,i ...1f4..�. i:.i•�., l� >� i!,. � Project: N1,0 beue-eopmecri- Type of Inspection: 51) Address: I / 4 1 q S / eitr .Ct* Date called: 3P9/0/ Special instructions: Date wante d: / P.m. Requester: ..7 el - R)(1 S ' Bo c Kit tY‹, Phone: s,p Inspector: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 • Date: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. PERMIT NO. (206)431-3670 Approved per applicable codes. 17 Corrections required prior to approval. COMMENTS: 0 -9/ 15e cewe4, L.? "..r.800 6 1) 14 . C a J ,t d N_../A 5 S . 77-14„„ vizi... AS 6-(C. / teP-r fe ust be paid Receipt No: Date: • - ------ , -cywAlls:421...bto..4,ft.listat-MtkwA. - wpsIng.. , (.....`tS - ..-: , ak , N ct: , tit el e Pr N � Type of Inspection: p� A dress: q -'L S iv Date called: //)10t Special instructions: Date wanted: y/i3 a.m. i p.m. Requester' � Phone: Z/ 2 % /y 4 r k C 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 C] Approved per applicable codes. Corrections required prior to approval. COMMENTS: g4t4 '"/' V ivo/ cifra-v‘ fiv_ V OI ti. P j t, Date: L i / 4 n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector: tv Receipt No: Date: +'. ...itr+ .aTA+-fte, iitts� ti-N� - i n Z I z Q W J O U O to 0 J = H WO N • P �W Z � F- ZF— W uJ U � 0 L S 0 F- W UJ 0 O t�Z O Z Project:Aio eq. D2�2�oPrr7enf Type of Inspection: p F ncl Address: 212 s c � 7 0 Ng/4, J Date called: y 6! 0! ` Special instructions: Date wanted: , !�/" 9' L1 a.m. . p.m. Requester: Brenf Phone: 4/26 ,,_ a� SO INSPECTION NO. TI Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 ❑ Corrections required prior to approval. COMMENTS: AJ, / ,4 tivv 4/3d 2 ,x6 iit.a a. Inspector: Date: ' $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ,� yr,;+�H±*v+ +�. e•�', st��;i c? +^�e,• r.- a•,��.,,n .,�. ,a'.. of 4T.a' '•a: tiY ;:.. hr v r �,, « .. " . ' L�,+�.::c': gees,:...h;+. rld�tsaR 'cYYu`w'f. .. „tt : ,., ,.s,'.:'a., � . j�:;;:r = .SS. .,,.. a 1:z . � +i: %5+,.:�:��.:4�{..-srz;;.. ' i ••• . .• a ••■,. .^.- ,...4:t'1J. J�.'^!• �N• s.Y "1.Ii' ^... yM�yr..y- r�s+ -�V.. t.y — Project Name /' (rr i /) vd /../-vr1eN/ 01 -61 T7 /E 7,V 7) 9 A ddress yZ ?j 7 /q`'i S/ Suite # iv 4, Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Tad FINALAPP.FRM Authorized Signatu City of .Tukwila: Fire Department TUKWILA FIRE. DEPARTMENT • FINAL APPROVAL FORM Retain current 'inspection schedule Needs shift inspection Approved without correction notice Approvedwith; correction notice issued . Fy1/.. M '•r. i)2000- 1/ 9 Permit No. i).7600 ' /4/ 'Tull t i1 ti )E i) v ,2Ai- A-- P oi 6 / /r1 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 • Fax (206) 575-4439 01 ate ate : John W. Rants, Mayor Thomas P. Keefe, Fire Chief z z re w QQ � J U U 0 W - 1 w0 2 J LL _: a. Z1.- )- 0 ZF- U � .0 D. 0 H, U LL ~O w U = ; 0H , Z 2/ 0 X27 0 o o x 2543 3 g / 0 0 C WM 0 45.7 ■ /\ 2/ , — 72 - " 2 6,9 "CO 266 Parcel 9.0 r- ( 51\ ni 8,080 sq,f t, 260.5 x 261.5 x 261.2 x 261.1 rt = new no WI 20' es S 88'02'25" E 1.0 south edge In_ 2 7 asphalt elevated porch GARAGE - F.F 52:50 103.62 128,62 Existing house #4261 HOUSE F.F.E.=253.00 CUT= 200CY ' . ) .1 7/ 5 dedicated to \ (o Q, the City of Tukwila (o 1 2 CU 8CY AGE .F.E.=248. x 247.8 HOUSE F.F.E.=24 0 22LF TRENC S 8805'43" E E—W "Blue" paint marks ( CC; CD hc. • CO ci o x 25 2.9 0 0 r� NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 6 sz3 FILE COPY t fy I uncWatand that the Plan Check apnro;' I;.are• Z • sebjfyt to errors and omissions :�� .. • S O � .'r' i' r ' i' ri7? fh. N � 1 CO co 2 REVISION \0. 6 45.8 ✓ AA 243.7 ti �2 2.000 0 0 0 CO 36.5 z 10' SANITARY SEWER v notched ►_ grade board �� 2"x 2 notches ` 18 "O.C. • u 0 galvanized bolts 2" x12" 2 � /� tt pressure ✓ % " % l% treated grade 1 board � : • a 4" x 4' support post filter fabric *15% max for flow control/water quality treatment in rural areas. 1998 Surface Water Design Manual 1' -0 FIGURE 4.2.2.0 FLOW DISPERSAL TRENCH PLAN NTS pipe O.D. 1' -0 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 \/ '/. 1' -0 O/ _ a • a � a 00 a co: /� %��j / . o ay. O 0 u ° a v� O 0 a 4" or 6" perforated pipe laid flat clean (5 5% fines) 1 1 /2" - 3 /4 " washed rock lo bo 4 -31 NOTES: 4.2.2 OUTFALL SYSTEMS flow to second dispersal trench if necessary flow o other branching CB's as necessary 2" grade board notches 18" O.C. I-4— 2" 2" 1. This trench shall be constructed so as to prevent point discharge and/or erosion. 2. Trenches may be placed no closer than 50 feet to one another. (100 feet along flowline) 3. Trench and grade board must be level. Align to follow contours of site. 4. Support post spacing as required by soil conditions to ensure grade board remains level. D acca t t Icy - 2 C/0 Z W t 2 J o 0 co J = W typelCB N w /solid cover O w + H O N o t- WW L I O 111 Z P • = O 1 ' z 9/1/98 5 C.2.4— DISPERSION BMPS 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. • • . property line. vacoo - t t Small Site Drainage Requirements ,._- . .... 9/1/98 C -17 Z w re 2 J U 0 co J = H (0 w w 0 � I d = w Z � I- O Z H W U O N 0 I- W W F- 11 O .. Z 0 p STRUCTURAL CALCULATIONS - USING 1997 UBC 4/25/2000 ANDREWS ENGINEERING - Structural Engineering 4924 109 St. S.W. Suite A I " Lakewood, WA 98499 (253) 584 -3475 For: Paul Gullett Northwest Dev. of Seattle Inc. P.O. Box 58628 Seattle, WA 98138 • Site: King Date ...,.,... +mr,var,.�w, wrrcew:tic z�tavcXdfru?m:YFyty; iAr+.`•Ew; �F; !a:wT.�as,+�mA�M1?1?aYM�tZtt'd� .�'2!F':9,K:YiM�.tl.� Project No. 120 -M z ~ W J o 0 0 0. N W I - F.. u. W LL = d I- w z � F- 0 Z I- w 0 s2 0 I- w w . H F U. w 0 O z NHD #120 -M STRUCTURAL CALCULATIONS 1997 UBC WIND EXPOSURE B WIND SPEED 80 MPH SNOW LOAD 25PSF SEISMIC ZONE 3 COMP ROOFING THE ENCLOSED CALCULATIONS ARE BASED ON THE ABOVE DESIGN CRITERIA AND THE FLOOR AND FRAMING PLANS ENCLOSED. IF THE DESIGN CRITERIA FOR THE SITE DOES NOT CONFORM TO THESE CRITERIA ANDREW ENGINEERING IS NOT LIABLE. THE USER IS TO CONTACT ANDREWS ENGINEERING OR OTHER LOCAL ENGINEER LICENSED IN THE STATE OF THE SIT E TO PROVIDE ENGINEERING THAT FITS THE SITE CRITERIA. z re JU 00. 00, J WO 2 u. J wa = w z � � w ~` U� • 0 59 . 0 f- w a U: LL 16 W z . U = o z • , ANDREWS ENGINEERING Project: NHD 120 -M By: Sandra Conklin 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 II. DESIGN CODES Current buildng code as amended and adopted by local jurisdiction. III. WIND DESIGN PRESSURES "P" I. SCOPE OF WORK Perform lateral and gravity analysis for residential structure. Transfer engineering to full size drawings and provide supplemental full size "S" Sheets with remaining engineering requirements. 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 P1 = 13•1b•ft 0' to 15' P2 = qs• I•Cq•Ce20 P2 = 14.1b• ft P3 = gs.I•Cq•Ce25 P3 = 15• lb• ft P4 = gs•I•Cq•Ce30 P4 =16.1b. ft -2 IV. SEISMIC DESIGN Zone 3 Light framed wood structure find Controls By Inspection r , ANDREWS ENGINEERING Project: NHD 120 -M By: Sandra Conklin V. WIND LOADS PER FOOT LENGTH OF STRUCTURE VI. SHEAR ON SHEAR WALLS Wall D: Wall E: Ld =14.ft Le =oft vd = w2•L6•.5 + vdd•Ldd•.5 1 w2•L3•.5 w2 L3 .5 .75 - vdd Ldd .5 Ld vc vd = 251.1b•ft 1 Wall A: La = 8•ft + vbb•Lbb,- w2•L7•.5 va = La va = 566.1b•ft 2nd Floor Shear Walls wl = Pl•1•ft +P2 5 ft+P3.5•ft wl = 161.1b•ft 1 L1 =34•ft L5 = 15• ft Wall AA: Laa = 19•ft wl•L1•.5 vaa = Laa vaa = 144.1b•ft L2 = 38.5• ft L3 = 20• ft L4 = 4.5•ft Length Between L6 = 13.ft L7 = 10•ft Shear Walls Wall BB: Lbb =23•ft vbb = w1 :L1•.5 Lbb vbb = 119.1b•ft 1st Floor Shear Walls w2:= P1.9•ft . w2 =119.11:07f 1 Wall B: • Lb := 17•ft `b = w2•L3 Lb vb = 140.1b•ft 1 Le ve = 611.1b•ft 1 Wall CC: Wall DD: Lcc = 15•ft Ldd = 11.ft vcc = wl L2 .5 vdd - wl•L2•.5 Lcc Ldd vcc = 207.1b•ft 1 vdd = 282•1b•ft Wall C: Lc =6•ft w2•L5•.5 + vcc•Lcc Lc vc = 667.11rtt 1 V C - Job No. 99262 11/11/1999 2 OF 19 ANDREWS ENGINEERING Project: NHD 120 -M By: Sandra Conklin VII. OVERTURNING MOMENT ON WALLS HW = 8•ft 1st floor walls Shear Length Wall A La1 = 8•ft B Lbl =17•ft OTMb! = vb. Lb1:HW OTMbI = 19034.1b• ft C Lel . =6•ft OTMcl = vc•Lcl•HW OTMeI =31992.11r ft Ld 1 = 14. ft OTMdI = vd•Ld1.HW OTMd1 = 28131• lb. ft E Lel =2•ft OTMe! = ve•Le1•HW OTMe1 = 9783•Ib•ft HW = 8•ft AA Laa1 = 19•ft OTMaa1 = vaa•Laa1.HW OTMaa1 = 21949.1b•ft BB LbbI • =23•ft OTMbbl = vbb•LbbI :HW OTMbbl = 21949.1b•ft CC Lccl = 15.ft OTMccl = vcc•Lccl•HW OTMccl = 24854•lb•ft DD Lddl = 11•ft OTMddl .= vdd•Lddl•HW OTMdd1 = 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 OTMaI = va•Lal•HW OTMaI = 36225•1b•ft Overturning Moment AA1 DLRFaa! = 7•ft•15 DLWLaa1 = HW•10• ft ft DLRFaa1 = 1995•lb DLWLaaI = 1520•1b BB1 DLRFbb1 = 4.ft.15• DLWLbb1 = HW. 10 l b•LbbI ft 2 ft 2 DLRFbb 1 = 1380.1b D[i.WLbb l = 1840• lb DLaa l = DL WLaa 1- DLRFaa l DLaal = 3515•lb DLRMaaI = DLaaI•Laal•.5 DLRMaa1 = 33393•lb•ft DLbb 1 = DLWLbb l - DLRFbb 1 DLbbl = 3220.1b DLRMbbI = DLbbl•Lbbl•.5 DLRMbb 1 = 37030.1b• ft Job No. 99262 11/11/1999 3 OF 19 ,,,,�,.,,,,�,� ANDREWS ENGINEERING • Project: NHD 120 -M By: Sandra Conklin CC1 DLRFcc1 .= 16. ft. 15• lb •Lccl DLWLccI =HW. 10 lb •Lccl ft ft DLRFcc1 = 3600•lb DLWLccI = 1200.1b D1 DLRFdI = 5•ft• 15• lb •Ld1 DLWLd1 = HW• 10.- l •Ld1.2 ft ft DLRFdI = 1050.1b DLWLd1 = 2240•Ib DLcc l = DLWLcc l + DLRFcc l DLccl = 4800.1b DLRMcc 1 = DLcc 1 • Lcc l • .5 DLRMcc l = 36000• lb• ft Z • DD1 DLRFddI =4•ft. 13• lb •Lddl DLWLddl =HW• 10 lb •Lddl DLddl = DLWLdd1 + DLRFdd1 H ft ft ~ Z: DLRFdd I = 572.1b DLWLdd I = 880.1b DLdd l = 1452.1b tt 2 6D. DLRMdd1 = DLddl•Lddl•.5 U O, DLRMdd I = 7986.1b• ft . CO O 1st floor shear walls -J � ; w 0: 2 Al DLRFa1 = 9•ft•I5• DLWLa1 = HW•10. HW•10. DLa1 = DLWLa1 +DLRFaI 1 J' z 2 DLRFa 1 = 1080.1b DLWLa 1 = 1280.1b ft h DLa I = 2360.1b = Ca: DLRMaI = DLaI•Lal•.5 I- W ZF.• • DLRMaI = 9440•lb•ft Z O; Si DLRFbI =4•ft• 15• lb •LbI DLWLb1 =HW• 10 lb •Lbi DLb1 = DLWLbl - DLRFb1 g D ft ft 2 DLRFb1 = 1020.1b DLWLbI = 1360.1b DLb1 = 238U•lb 0 - ' .DLRMb1 = DLbI•Lbl•.5 CI H ILI DLRMb1 = 20230•Ib•ft = U ` 11 ~O .Z C 1 DLRFcI = 23•ft•15• lb •LcI DLWLcI =HW• 10 lb •Lcl•2 DLcI = DLWLc1 + DLRFcI U - ft 2 I DLRFc l = 2070.1b DLWLc l = 960.1b ft DLc 1 = 3030.1b p Z DLRMe 1 = DLc 1 • Lc 1 • .5 DLRMc 1 = 9090.1b• ft DLd1 = DLWLd1 - DLRFdI DLdI = 3290.1b DLRMVIdl = DLd1•Ldl•.5 DLRMdI = 23030.1b•ft El DLRFeI =6•ft. 15• - . Lel DLWLeI = HW•2.10.- . Lel DLeI = DLWLe1 - DLRFeI ft 2 ft2 DLe 1 = 500• lb DLRFeI = 180•Ib DLWLeI = 32U•Ib DLRMeI = [)LeI.Lel•.5 DLRMe l = 500• lb. ft Job No. 99262 11/11/1999 4 OF 19 ANDREWS ENGINEERING Project: NHD 120 -M By: Sandra Conklin IX. HOLDOWN FORCES WALLS Second Floor AA1 HDFaaI - OTMaa1 - DLRMaaI HDFaa1 =- 602•1b Laal BB 1 HDFbb 1 = OTMbb 1 - DLRIVlbb l HDFbb 1 = -656.1b Lbbl HDFcc 1 - OTMcc 1 - DLRMcc 1 HDFcc 1 = -743 • lb CC 1 Lcc l DD1 - First Floor Al B1 Cl D1 El HDFdd l : = OTMdd 1 - DLRMdd 1 • Lddl HDFddI = 1533.1b HDFaI OTMaI - DLRMaI HDFaI = 3348.1b Lal OTMb I - DLRMb I HDFb1 = HDFb 1 = -70-lb Lbl 1IDFc 1 - OTMc 1 - DLRMc 1 1IDFe 1 = 3817.1b Let FIDFdI .= OTMdI - DLRMdI lIDFdl = 364•1b Ld1 HDFe 1 = OTMe 1 - DLRMe 1 HDFe 1 = 4641.1b Lel Job No. 99262 11/11/1999 5 OF 19 Z CC 1 J 0. UO co 0. w= W 0 g Q Z F- 0: Z 2 O� U 0 - 0 1- : LL •w z; 0 .0 Z , ANDREWS ENGINEERING Project: NHD 120 -M By: Sandra Conklin 1 XI. SHEAR WALL SUMMARY Al va = 566.1b•ft 1 HDFal =3348.1b 2 B1 vb = 140.1b• ft 1 HDFb I= -70.1b Cl ve = 667.1b•ft 1 HDFc1 =3817•1b .10D @ 3 ", 1 -0, sthdl4rj or hd5a, s2 or s4 2 D1 yd = 251.1b•ft 1 HDFd1 = 364•1b El ve = 611.1b•ft t HDFeI =4641.1b 10D @3 ", 1 -0, sthdl4 or hd6a, s11 or s13 3 LL: W O : LLQ AA1 vaa = 144.1b•ft 1 HDFaaI = -602 •lb 1 W BB1 vbb = 119.1b•ft t . 1-IDFbbI =- 656.1b ?` I— O; Z Ul CC1 vcc = 207•lb•ft 1 1- 1DFcc1 =- 743•lb vdd = 282•lb•ft 1 HDFddI = 1533•lb 8D @4 ", (2)16d@ 6 ", mst37, sw4 p N` . DD1 w w H U U. 0 U — • I— i _ 0 XI. CHORD FORCES wl•L2 8 - 879.1b L1 Job No. 99262 11/11/1999 6 OF 19 z 00, •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 Applicable Detail(s) Wall (See Ftnt 1) Nailing (See Ftnts. 3 & 4) Anchor Bolt Spacing Z (See Ftnt. 2) ~ W ' re 2 1 7/16" OSB or 15/32" 8d @ 4" o.c, MST37 STRAP (2) 16d @ 6" o.c. SEE DET SW4 6 V PLWD (1) Side 0 0 i co 2 7/16" OSB or 15/32" 10d @ 3" o.c. STHD14RJ OR A.B. 1" O.C. SEE DET S4 OR S2 w = PLWD (1 > Side HD5A @ ' -0 co F- : U i 0 3 7/16" OSB or 15/32" 10d @ 3 " o.c. STHD14 OR A.B. @ 1' -0" O.C. SEE DET S11 OR S13 g 5 P 5 LWD (1) Side HD6A � a a = a , H W I- 0 Z F- LU FOOTNOTES TO SHEAR WALL SCHEDULE: 2 D , D CI •(1). EXTERIOR SHEATHING ON EXTERIOR WALLS NOT INDICATED ABOVE SHALL BE 15/32" O p H. CDX PLWD, OR 7/16" OSB APA RATED SIDING. EXTERIOR WALLS NOT ON SCHEDULE SHALL W uj HAVE MINIMUM PANEL EDGE NAILING OF 6d @ 6" O.C. NAILING AND STAPLING 12" IN H U FIELD EXCEPT 6" O.C. FOR 24" STUD SPACING. I ~O Z ' Lii (2). MINIMUM 2 ANCHOR BOLT PER WALL. 12" MIN FROM ENDS. PROVIDE 2" X 2" X 3/16" o N SQUARE WASHERS ON ALL ANCHOR BOLTS. 0 Z (3). ALL HARDWARE SHALL BE SIMPSON BRAND OR EQUAL. (4). LOCATE CRAWL SPACE VENTS CLEAR OF HOLDOWN LOCATIONS BY 6" MIN. Job No. 99262 11/11/1999 7 OF 19 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. z 3. INSTALL HURRICANE CLIPS AT EVERY TRUSS AND RAFTER SUPPORT. fi g . 4. EXTEND GARAGE DOOR HEADER TO CORNERS OF GARAGE AND CONNECT SHEAR WALL 6D SHTG TO HDR ENDS WITH 8d @3" O.0 AT EDGES AND IN FIELD. 0 0; N w w :5. CONNECT BOT CHORD OF GIRDER TRUSS TO TOP PLATES OF ADJACENT WALL WITH tQ SIMPSON MTS20 TWIST STRAP. CONNECT ROOF SHTG TO TOP CHORD OF GIRDER TRUSS w 0 WITH 8d @6 "O.C. PROVIDE DBL 2X6 OR TRIPPLE 2X4 STUDS TO SUPT GIRDER TRUSSES. J 6. PROVIDE SOLID 2X BLKG AT 4 RAFTER SPACES THIS LINE. CONNECT ROOF SHTG TO BLKG WITH 8d @ 6" O:C. CONNECT BOT OF BLKG TOGETHER WITH.SIMPSON CS20 -R COIL = d STRAP. EXTEND STRAP 24" ONTO ADJACENT WALL TOP PLATE AND CONNECT. ~ _ z � 7. PROVIDE DBL 2X6 OR TRIPPLE 2X4 TO SUPPORT ALL GIRDER TRUSSES. z g; w 8. STRAP DISCONTINUITIES IN JOISTS THESE 2 LINES WITH SIMPSON LSTA36 STRAP. 0 CONNECT FLR SHTG TO JOIST THIS LINE WITH 8d @ 4" O.C. V p N,,. 0 I_ 111 w 9. STRAP BEAM END TO BEAMS WITH SIMPSON LSTA36 STRAP THIS LINE. " H u- O 10. STRAP SPLICES IN WALL TOP PLATES THIS LINE OF SHEAR WALL 2 WITH LSTA36 STRAP. tii CONNECT SHORT TRUSSES TO 2ND FLOOR WALL WITH METAL HANGER OFF 2X6 LEDGER. CONNECT LEDGER TO WALL WITH (2j 16d NAILS EVERY STUD. p 11. PROVIDE SOLID 2X BLKG BETWEEN JOISTS THIS LINE OVER LIVING ROOM AND FOR 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. 12. MINIMUM GRADE OF WOOD ASSUMED FOR BEAMS, (VISUALLY GRADED PER WCLIB, WWPA): DOUG FIR NO.2 OR BETTER, JOISTS AND RAFTERS H.EM FIR NO.2 OR BETTER UNLESS NOTED OTHERWISE ON REDUCED FRAMING PLANS. Job No. 99262 11/11/1999 8 OF 19 • TYPE A Uld TYPE B SPAN /2 N TYPE C TYPE D N TYPE E ANDREWS ENGINEERING 22/97 OFII XII. GRAVITY ANALYSIS: Prefabricated roof trusses are not included. Trusses to be designed `` 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 fallowing 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. Span Span Span Span / \ Mma - Uld Span fmax = 8 Mmax - P Span 4 2 'Mmax = Uld Span P Span himax = P•a.b Span Uld-a a- Ra= Spa. `tma� = F.2- Ll� • 8 4 if a <b if . alb ffimax = 1.5.P..5 A f.max - 1.5• LJId Spy 2 Ul d • A • 1.5.: Uld. SEA : Uld — P 2 2: x = 1.5 P b 1 f�ma Span A 5.ma. = 1.5•P a 1 Span A A 15 tRa- (ld) .. .ANDREWS ENGINEERING Project: NHD•120 -M By: Sandra Conklin 1 DOUG FIR. No. 2 Cd •=1.15 TYPE B UBC TABLE 23 -I -A -4 Fb ;875 Cd A 5.5.7.5 A =41 6X8 BEAM Fb = 1006 Fv = 85• Cd 5.5.7.5 S = S = 52 Fv = 98 6 Z • Span := 5 P =40.16.5.4 W Mmax - P Span Mmax =3.i.00 fb = Mina:. 12 fb =768 O.K. U 4 S U 0 0 1 1.5•P•.5 1 w w' fv := A fy =48 O.K. J 2 DOUG FIR No. 2 Cd = 1.15 Cf = 1.3 A =3.5.7.25 A =25 W O: "type a UBC TABLE 23 -I -A -1 Fb = 875•Cd•Cf QgQ . 4X8 BEAM Fb = 1308 3.5.7.25 LL Q Fv =95Cd S= 6 5 =31 m 0 Fv = 109 I W, 21....: Span . =5.5 T.w : =18 Uld =40•Tw Uld =720 I- o. z1.-: Mmax .= Uld 8pan2 Mmax =2723 Lb = l2 fb =1066 O.K. ? Q. U O N 1.5•Uld• Span .67 O H' f11 = . 2 I fv =89 O.K. : 0 A a_ O Z 3 DOUG FIR No. 2 Cd =1.15 Cf := 1.2 A =2.1.5.7.25 U co, TYPE A UBC TABLE 23 -I -A -1 Fb 875•Cd•Cf 2 _ • (2)2X8 BEAM Fb = 1207 S - 2.1.5.7.25 0 F-. Fv =95•Cd 6 Flo' = 109 Span . =8 Tw =6 Uld = 40. Tw Uld = 240 Minas . = Ind. Span Minas = 1920 fb = Minas 12 lb =877 O.K. 8 S 1.5•U1d•( .83 `` fv = 2 h• =52 O.K. 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 A =3.5.11.25 A =39 TYPE A UBC TABLE 23 -I -A -1 Fb = 875•Cd•Cf 4X12 BEAM Fb = 1107 S - 3.5.11.252 S =74 Fv = 95.Cd 6 Fv = 109 Z Span = 16.3Tw := 3.5 Uld = 40• Tw • Uld =140 Uld•Span Minas• 12 j ' • Mmes = Mmax = 4650 fb = fb = 756 O.K. 8 S UO to o • 1.5 Uld i 1.0 J =' fv = 2 fv =38 O.K. to u. A W O' 4 2 � TYPE A DOUG FIR No. 2 Cd = 1.15 A = 5.5.11.5 A =63 g Q UBC TABLE 23 -I -A -4 Fb = 875• Cd 2 rn D 6X12 BEAM 5.5.11.5 Fb =1006 S = S =121 = Fv = 85• Cd 6 H = ZF- 1- O Span = 14.5Tw =6 Uld = 40• Tw• + 80 + 50 Uld = 370 Z 11.1 W 2 Mmax = Uld Span2 Minas = 9724 fb = Mmax 12 fb = 963 O.K. U 0: 8 S 0�. 1.5 Uld +Span 1.0) i U' fv = 11 ' 2 fv = 55 O.K. LL A Z Iii F - 2' ~ 5 DOUG FIR No. 2 Cd =1.15 Cf = 1.1 O TYPE A UBC TABLE 23 -I -A -1 Fb = 875•Cd•Cf A =3.5.11.25 A =39 Z 4X12 BEAM Fb = 1107 s - 3.5.11.252 S =74 Fv =95•Cd 6 Fv = 109 Span = 10 Tw =6 Uld = 40• Tw + 130 Uld =370 Mmax = Uld Span2 Mmax = 4625 tb = Minas• 1.2 8 S 1.5•Uld•; Span 1.0 fv = 2 A tb =752 O.K. fv =56 O.K. Job No. 99262 11/11/1999 11 OF 19 • ANDREWS ENGINEERING • Project: NHD 120 -M By: Sandra Conklin 5 TYPE A (3)2x12 BM .6 TYPE C 6X12 BEAM Span = 10 Tw = 6 Uld = 40• Tw + 130 Mmax = Uld Span2 Mmax = 4625 fb = Mmax 12 8 S11 1.5•Uld•( : 1.o) fv = 2 A Span =10 Tw = 6 Mmax = P. Span 1- Uld. Span2 4 8 Span = 19.5 a = 13 Uld. a•(b+.1.\ r P•b Ra - \, 2/ Span Ra = 5073 Mmax = .5•Ra2 Uld lb = Mmax. 12 S DOUG FIR No. 2 UBC TABLE 23 -I -A -1 ' DOUG FIR No. 2 UBC TABLE 23 -I -A -4 Uld = 40•Tw+ 130 P =2141 P =2141 1✓imax = 27382 kb = 2111 Mmax = 9978 A Cd =1.15 A = 3.1.5.11.25 A =51 Fb = '875•Cd Fb'= 1006 S = 3.1.5.11.252 S = 95 Fv =95•Cd 6 Fv = 109 Cd = 1.15 Fb = 875•Cd Fb = 1006 Fv = 85• Cd Rb = 4037 lb = Mmax. 12 fb = 988 S 7 TYPE F Cd = 1.15 . A = 5.125.13.5 A = 69 CHECK 5 -1/8 X 13.5 GLULAM = 2200 1.15 Fb = 2530 Fv = 165.1.15 Fv =190 S = 5.125.13.52 5 -156 6 b = 6.5 Uld = 5.50 _ 3.5.4() — 80 P = 3000 Uld = 470 P = 3000 Rb = Uld. 13 —P- Ra _ 1.5•(Rb) A Uld =370 fb = 585 O.K. fv =44 O.K. A = 5.5.11.5 A =63 S = 5 S =121 6 fv = 88 O.K. 1.5•I Uld•(Span . y pl h , _ 2 2 ft' = 61 O.K. ' Job No. 99262 11/11/1999 12 OF 19 ANDREWS ENGINEERING Project: NHD 120 -M By: Sandra Conklin 8 TYPE A DOUG FIR No. 2 Fb = 875 A =5.5.11.5 A =63 6X12 BEAM UBC TABLE 23 -I -A -4 5.5 11.5 Fv =85 S = S =121 6 10 TYPE A •6X12 BEAM Span =10 Tw =13 Uld = 50• Tw Uld =650 Mmax = Uld• SSpan2 Mmax = 8125 fb = Mma ' 12 fb =804 O.K. 1.5•U1d. Span 1.01 fv = \ 2 / fv =62 ' O.K. Span = 8 Tw =18 Uld = 40• Tw 7.50 Mmax Span =9.3 P = 40.4.12 • Mmax - P• Span Uld•Span = 8 DOUG FIR N. 2 UBC TABLE 23 -I -A -4 4 Mmax = 8560 A Mmax = 4464 Cd = 1.15 Fb = 875• Cd Fb = 1006 Fv = 85• Cd = Mmax. 12 S A = 5.5.11.5 A =63 s = 5.5.11.52 S =121 6 Uld =1070 Span 1.5U1d 1.0� • fv _ 2 l fv =76 O.K. A 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 fb =847 O.K. A = 3.5.11.25 A =39 S _ 3.5.11.252 S =74 ' 6 fb - Mors 12 fb =726 O.K. h = 1.5P.5 fv =37 O.K. A Job No. 99262 11/11/1999 13 OF 19 1 W ' . _ . U ; 00 • W H • LL WOE LL a' N om! 2 u± F I- O Z 1- :. • ui 2 p V O Ns . O H` = 0 Z 0 Z ANDREWS ENGINEERING Project: NHD 120 -M By: Sandra Conklin 13 TYPE A 4X10 BEAM 14 TYPE C (2)2X8 BEAM DOUG FIR No. 2 UBC TABLE 23 -I -A -1 Cf =1.2 Pb = 875•Cf Fb =1050 Fv =95 Span = 5 Tw = 20 Uld = 50• Tyr Uld = 1000 Mmax = Uld•Span2: Mmax = 3125 tb = 1Vlmax 12 fb = 751 8 S 1.5 Uld Span .83) ■ f = 2 / A A = 3.5.9.25 A =32 S = 3.5.9.252 S =50 6 O.K. fv = 77 O.K. DOUG FIR No.2 Cf = 1.2 A = 2.1.5.7.25 A =22 UBC TABLE 23 -I -A -1 Fb = 875 Cf _ 2.1.5.7.25 S S = 26 Fv • =95 6 Fb = 1050 Span .= Tw. =1.33 Uld =50•Tv; P = 50.8.1.33 P =532 Mmax = P r Span . Uld Span2 Mmax = 2161 tb = Mmax. 12 fb = 987 4 8 S 1.5•[Uld•` an .83)+ fv = l fv =37 O.K. A O.K. Job No. 99262 11/11/1999 14 OF 19 al 1 M. BATH BEDROOM #4 it.- s e- t4" s ys7 MASTER BEDROOM II r — 4" -- T 1 , I •., , 1 4 . ...r u__ \ 1. BEDROOM 03 - - •kw,trite1,1 • . 1./), iV . 10 ,•11 BATH if 2 . 1/DV h LI) • 110 I I " BEDROOM #3 ?,. t , , 1)1 11 ,,1 1 • 1 COPYRIGHT 1990 NORTHWEST HOME DESIGNING INC. SECOND FLOOR PLAN SCALE: 1/4" S HALL! • L2 .6 .0 r' 1 F 1 541) 3 P5 II II [ Ii Ei'i / I 47..1144' •■• i J 0 !.....,-,i, I: Al -•'-- T , , . - .ti j1 ' ., , I / • : , , I , • ..\ ,,../ 1 I I ET SCALE 1/ 2".-1*-0" KITCHEN CABINETS NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. . LS S CHECKE1 W I • ••• A S, 8 1• 90'• 1 r PAT10 I , i (•. (.111 I !NI r = V I/•J.11n 1,11 • r.Y.Y• AIN/SIIIlN:11N1A1 wAIIS 7 14.111 1•11 • • ..I4. 1 . NI']g, 1'rr. , so •II 2 3 0 n 111111!11' 1 IVIPI!> 11M. L ' kll •• 1. FOYER (.• 1' .1 ''.... NOOK \t) 11 { FIRST FLOOR PLAN FAMILY RM.j SCALE: 1/4' 1' - 0' 414•.1 •.1 ,:, 1 'Alt ,'l . - lit• 111 I 1.11 . to te4P" P . svr pnAAlr 3 �i•AI>♦ 14 ,4 (` s 11 ; r • t 1 A n c 0 P r O 11 J K l 1.11 I• our AMP 4 • v11M •1', 111 .4 '1 A •( rlrtEr1M 2101E5 COPYRIGHT 1990 NORTHWEST HOME DESIGNING INC. - - - 11E'Cn N]N 'f'tIP ..'4Z 4 4'7 ::11P it 1 �• •141 .I•rlr . 1.• n F' • • tI • 1.1 4 .4 11 U 1 1Y : ' " 11.11 .'11 .. rl-. - LI r_.g•� WINDOW SCHEDULE NOTE: All bedroom windows lo bole oleer Opening 01 4.7 I.P. $ min. clear w1d1b of 20', 0•lgh1 of 24', Y•,117 wllh window mlt wMn oldeling wlndew• (:t' 1.1.(1 .I 1 '1. rl lrr• 1 All W(.111 1(1111 It/ 1:11111 IOW/1111 Yt1111 .'44 1111C 7 VEII I AI I I 2II01l1S1 I AIM. 1111(1 11 91 111!: Alin 14AlllII 5 I. a •lll'altl VI 111 l lAII II111 AlrII I'UI::'aau 1111111 VA1 V1 •: IUr1411• •1 A I•11OVI111' 1 1111 111 (1( :,11th: Al Al 1 1 4111' 1.1113441111 PrtlL 1114111111:: 5 All SIIUWI 11 YIAI I S 11)111 WAII II 1'111011 1(1 MIIII /111.1 in 411419E 1)111411111)14 1 6 Sunwr II 141111 1 14,41114) 10 MAXI/011A 1 r 1.1.1 41 OW 7 AI l GI 411114: V/1111111 ll 4114)91 111141(1 1111 1 1 10111 SAI 1 1 Y 64 Ass • p All III A /1111; Wl1111t12 /'4)l AInIs V1,11 9/1111111 •411 114E 11 .x•11. 14)111: SA1 a I1 III AS5 p Alt. SKYI Irmo.; S 10 1)E Pun 4,,l, •.1 1:111.11 7.1494 411 VI 14141 111 11 1:114115 •(11411111 1111 V 1111A14111111 ( : 11 140 V' 1'i.I I I IIY 11AI.1, 411' J!Iter'i:'bY r'� 1 " ' IJfl. 4 11AR@iIS PUIiI S IS FOR CM t1CILOtIIG PERMIT 0 FLOOR 14 %4)t Rg: UPPER FLOOR; 1145 SO. FT. LOWER FLOOR: 1228 SO. FT. r TOTAL: 2 :173 SO. FT. GARAGE: 431 SO. FT. GLASS AREA 430 SO. FT. - 18.12% NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. • I. W Ii 1 ••••% unlit. tr..' Of Y. NOTE i i CHECKED fN Bt DESIGN 120 SHEET NUMB. 1 2 20f 9 i Nom FNA/li-e.. NOR 74: • •F 14Lsit Art 42 •1 .11.9{ +LUIll I'4IM111 U 111/1111004 2 ALL Intl 1 i !.NAII .4411 la.nlll AI P1... IV.'.111.F' :11.11 HIVE DE SIGN WAN •liD rpcCII 4 ,144 D15111.5111 1.14 4.LA• Or, I.I.I. • 4141 nE I.:;IALI _11 .11 DDACED 1 n 44nu1.1:lllr141 S .14 1 M Y'AlMUIj 1M IRVSS A llo L IIC retn .1144 •0 l lIUIll'1•iY111CM.S4 III III P•E if400 E nnulr( n Iln llllx rum. 11011111 411 • 1'n0•I11F AI IM: 4'.:1 + 4M. 109/.111 AIWII111t1.p' 11t11114V4 1111AVllll AUK: Vt NrttAIKIN I I ••■■•• i'•" ! ll.lv1• Alt : 101'.1 to or 01%11 .111111 01100111 1!1 11.1 f Li l All Anal 14• 4 a 11.I0iE 011e V.1II l 11• I r I l •41A11 rI 1111 . . I A a I•IO. , 111 I ul l 1111 . 1141114 AIL I R., 4n1 AI.1111.11n Iv Al( 1W1101.: In, ••au•I n w,D.1111: 1 t • II Nnit SIr1 S •nn'JIAr.4ul in Civil (1114 IU 11110:! CT.Y/�I111:A1111 '] 1 11/1.11' 111: 5 111411 1 1: A111)11111 IS I Ail I ea 11•: In C. 11rn.1411.• op, •J• 1x MI 11. F a ( { l rr: l 4 1�•^ ma 9 !110 • 1, IL Cl i l• l1✓ 14•JYA. a1 u ': 1 111 .. 1.6 • :IVA.% r /Bd F i is 7 IS1144N Note: AU stri cturat componants shown aro 1o1 rotnrenco only. See 1414ln calculations lot all sires. ROOF FRAMING PLAN • SCALE 1/4' -1' -0' I NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. CHECKED NH BY r' ► DESIGN 120 SHEET NUMB 5 50F elo • • T } 1 � UTILITY CABINETS I FIIAM11(111011 S. : 1 11 ; • 1 II VANITIES SCALE 1. 2 "- 1' -0' lf • 1 1 All 1 1 1 A I N It, `. 1 1 . 1 1 111 0: •;: ; 111 / 1 1 1 1 1 1 1 1 1 1 h l Il i I ;111 1 1 1 1 1 1 1 N k • 111 4 1 1 1 . 1 1 1 1 . 1 1 1 1 1 1 1 . 1 0 1 1 , . 1 . 11111111.1 111.111. ".1101• I .111 11(00 1111 ;IS t't111111 •AIn: 1.1.1 11. .1 0101.1 111 0' 1 11.. 11 JI . 1' •' .$' 0'1111 ".111 +.11111 1...1 11.111. 11 IA. 11 11111.1111/ All .11 1..:1.1'1'1111 110 •:I •11111 1'111111 `11111 . gill 11 A11... 11•• 111••1. 0l • SECOND FLOOR FRAMING PLAN SCALE 1Y4;_1 -0' Note: All slruclural cnminneu shown aro lot mho/ono onl Soo nr1gI111n1s C:IICUI.lhm15 ln1• Ill suds NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. o CHECKED BY DESIGN 120 SHEET NUMB. 3 3 0F9 } FOUNU411•11 /1/111.5. I r ALL/ %)144u:: Ill WLLI I .Y1 t N W 1 1.111‘.11156111.1:4/6 X•,110411 SY)I[ CLM 14tt:1:AI•AI I I Y 111 :14411• 2 All. VA)(Y) 155 1:cN /aA1 ;1 W11111:• um3■• 11 /014:114' lid AI 111 I AILItLF.k4 :((lilt • . lair. att4Ii 1. 1 1 1 75)::(6• V Al J•t5:1:51••la ta'UTA [ el I:ONI: IVOS UM• 5S/61111)0n4 )1551.[.1" • /4515r115 1I) t11' 5/6.56/10 1/ • • :AW::1 1 .•1E,1A• I/115I W.•I 5 .'.'0115514 45 :K Ai .0 L 1 I. :A1 t:4 1 551 M ABOVE 6 SOILL)ILL CA.5 0111616 5 5i Al 1511 .1 111P)IIJ1.1:.1•..IIN Sf'Al151i11fA 1L11 111u1 ■r.l• I FLO(I11 JOIIT!. :a/MuU•4: • .AU • 1Y4l1LUU.TLIULIY AI I w1 I. FNU N /() AfFAIJI SI411)111 NY•i•;I 4114 . 54•/; 1155 tn. 554/114/1 AI.11t 1Yt01)Irlil 1• 6 All 164.1611 411::1:. 5111:.11at 16u1l1•.IUEUN11111ALL ill Y. Ii VtLM M411MIIM 14' 4 2a• 1 :11AW1 Alit SS 16. Y51(15uIIL CItAWI ':1.41.1: VI N15.51101.1.1/1 1114: !J1 / I ( . : - • SI •551:.4_ •. a •:1 V1l11 ANFA1411111 •1 N .9 N N 'I to -- •L1 1L11 • 1•I. 1 t I 1. • • 1 tlt( :T ,_L • U 1..It. 'Iwo \ ..hLi •1 Il4•• •• I .j" • 11.1L 5114. J.11' I • i I a 1 114. 1 L • 0 *1[1 G•l• -.:.- I.•I•xa Itt11 .111 DATION FOUN & FLOOR FRAMING -_PLAN . . -. — _ -4 44_4 _ _ -_._ .__ —�� = SCALE I!4 -1' -0' 4.1.10 41Al1Yi5.1511 VN1 011551 4 41 11tNINa 1.455.11 155•.1 '.144 1 II III4041:i I P•hNeE� *TCa }jS-- et SE 17 ? b'.• r �l Y f I �pwL of SLI.L r — y sl NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. J CHECK DRAWN BY DESIGN 120 SHEET NUMBER l oES )z NO MANUFACTURER FRAME MATERIAL MODEL # SIZE U -VALUE AREA S.F. SC-1 (M-014 i -+ U \ LA' ( y D $ a 1a C a it h. y °S' go j k if a 6 9 ° /0 a Ll a a 4 y° ao a ii 1/ LI° 3" 3 a a lk 5'° y° y yc L ID 6 � y • Lt it i 1 I it y °f 6 . 10 I 4 l/ 1 6 V' /0 /8 / I, II G, 0 3e to ijcece n a' 6 g 17 1 k . us 114t b Oee/b Co' 6' i` f 4 CITY OF TUK WILA APR 2 6 2000 PERMIT CENTER 1. HEAT SOURCE: Gas (gas, oil, propane f eatpu� p, electric) 2. WINDOW SCHEDULE: Fill in the window schedule based uponft i posed residential design and calculate the glazing area as % of the conditioned floor area. I pp�� 99nn 3. CHECK PRESCRIPTIVE OPTION: Glazing percentage will d'eY 3rr nn IMPh option to choose. Mark option at top of column. (See back of this sheet) AS NOTED WINDOW SCHEDULE GLAZING /SKYLIGHTS BY TYPE 3U1LDfNG DNMMW? 1 TOTAL GLAZING AREA Lf 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. MMk`'ty MPa!irf, ilgirAVV!;ffF!+^9:a ; T< ,'dANy "?kfTWH+cTfir..w.i?'elre! tfte...rr�- ct ”* *Yrf fort !"si+TM11E!} ,.xerrr4Nosw CITY OF TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 1 &\i-uD loo -Wl H -15 WASHINGTON STATE ENERGY CODE RESIDENTIAL COMPLIANCE FORM PRESCRIPTIVE APPROACH TOTAL CONDITIONED FLOOR AREA a3 ?3 TOTAL GLAZING AREA 4--) (add entire column) S.F. x 100 = ACTIVITY #: ` 'O1 PROPOSED GLAZING PERCENTAGE 1 g. p,o rnH�syx�r�¢a,}' z ~ W. U Q W z ' J 1- w 0 1 a d . = w z � I- 0 Z W ui 0 o = L I O W Z U - I= 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. _ ❑ F�r h air shall be provided for each unit as follows: (IAQ Code, S. 302.6.1): cw 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. OR: Central forced air furnace which delivers outside makeup air through the ducting system. _ CITY 'F TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 H-la ACTIVITY #: MINIMUM VENTILATION REQUIREMENTS FOR RESIDENTIAL OCCUPANCIES FOUR STORIES AND LESS Chapter 51 -13 W.A.C. Source specific and whole house ventilation systems are required for residential occupancies. In addition, exhaust ventilation fans must provide specific performance ratings and (in the case of the whole house fan) specific "Sone" ratings. Fill in the exhaust fan schedule below with the fan manufacturer's name, model number and performance rating. Secondly, check the criteria that applies to your design. ENRGYCOD.DOC 2/13/97 iii .- �n�4mr�� +���e �Yt+ te:' t�`. tM1' t':: M54A. xtn? c, `F+7.x+5^$. ?!z9 "v "3* ?tEnr; ;L:s�; •:trgtrncn!n'N' "n!!nrrxF! Ter, Yxwran w•�e• <- 2�a..;xrnw xe ; - .- ,�;..Y.. •>. w, , 21, 21 anw, v?{ 17,r e.' eaMr" ±n•'tFW'.r:RT?"a4: re, P". . z � W oc 6 U 00 N0 . W J = F- U) w w g a =d I-- Z � I- O W 0 O N 0 I- W W IL O W Z U= O F. . z r1APTER 6, PRESCRIPTIVE ,,-)TIONS FOR ALL "R" OCCUPANCIES, CLIMATE ZONE I NOTE: Carefully review the requirements of each of the options in the charts below. From the table that refers to your heat source, choose the option that best suits your dwelling design. Glazing percentage determines which option to choose. Your building design must match the selected option requirements without exceptions or substitution. Design drawings must indicate all applicable requirements from table. * < two stories The ">" symbol means more than or equal to; "<" means less than or equal to. Glazing trade-offs may be made if the Option U-value requirement is not exceeded. 71 YES NO PLAN REVIEW (for official use only) Selected Option is appropriate for this dwelling design. choice. Notes: Approved by: ENRGYCOD.DOC 2/13/97 Option may be a better Date: ji ..........Apisrmee7WWil?,11,trrq!Z*!!"1 , re!r. r ge7V z z 6LI 6 0 00 U) CO W I w 0 g u_ < W D I I- ILI Z 1.- 1- 0 Z W 0 0 21 0 - W w 1 C) I- . W o 1- z ig r City of Tukwila 6200 Southcenter Boulevard • Tukwila, Washington 98188 Steven M Mullet, Mayor This document shall constitute an understanding and agreement between the City Of Tukwila and Northwest Development of Seattle, Inc. regarding issuance of a building permit for construction of three single - family residences at 4249 South 148t 4253 South 148t and 4257 South 148t Tukwila, WA. The parties agree that issuance of permits for construction at the referenced locations prior to finalization of an agreement requiring re- dedication of an easement if the street is opened as a through street, shall allow Northwest Development of Seattle, Inc. to proceed only to the phase of foundation inspection until the aforesaid agreement has been finalized. This agreement does not release Northwest Development of Seattle, Inc. from completing all other Permit Conditions identified as part of the Building Permit. Northwest Development of Seattle enters into this arrangement freely, agrees to all conditions and waives any redress concerning its application. Dated this Z9 day of , 2000 or the City Of Tuk ila CF: City Attorney Public Works Department Permit Center A G R E E M E N T Phone: (206) 433 -1800 • City Hall Fax: (206) 433 -1833 west Development attle C,�..m�.xu, man? nm. �, srn�x�oocrmr. �.» �r.,.,... �............,........, c +.... �...- ,...,...,...._.....- .._�......- ... ..,. T..- ...,.a..w�n•.ft� z • gam:. U 0 . w w co IL, w u - � a I— al z F-0 Z � uf U� w w: = U' H kJ c o' U N 1 z * =Now in Effect CITY OF TUKWILA Id: MISC170 Keyword: UACT User: 1671 06/29/00 Locks /Holds /Notices regarding an Activity DEVELOPMENT PERMIT Permit No: D2000 -122 Occupant: NORTHWEST DEVELOPMENT Statue: PENDING Address: 4253 S 148 ST Notice: HAULING PERMIT REQUIRED WHEN HAULING OVER 50CY OF ANY MATERI Line User L /H /N Text 1 1639 N* HAULING PERMIT REQUIRED WHEN HAULING OVER 50CY OF ANY MATERI 2 1639 N* one haul perm. for d2000 -119, -122, -123 3 1639 N* Jim or Jill review conditions when permit picked up 4 1671 N* ** *HAVE APPLICANT SIGN AGREEMENT ON TAMMY'S DESK * ** Enter Option: (A =Add, C =Change, D =Delete, I =Inspect) Press F2 =Next 12 F3 =First 12 ESC =Exit L /H /N II W Lik D , 0 �. W W; AL Q : W z: z I May 10, 2000 Paul Gullett PO Box 58628 Seattle, WA 98138 N CO w '. w =: w: w u- < w z � i— O z 1— 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 o' reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, 0 52 the Building Division, Fire Department and Planning Division have no comments regarding your w u application for permit. t v.� The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate fa z • revision block. If your revision does not require revised plans but requires additional reports or U other documentation, please submit four (4) copies of each document. b F-‘ z RE: CORRECTION LETTER #1 Development Permit Application Number D2000 -119 Northwest Development 4249 South 148 Street Dear Mr. Gullett: 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, uffkaiik 11-§th Brenda Holt Permit Coordinator encl xc: File No. D2000 -119 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 t. A : •n13L1fSit k�lur ' ' .. Fa i NORTHWEST DEVELOPMENT of SEATTLE, Inc. P.O.Box 58628 SEATTLE, WA 98138 206 246 -5366, FAX 206 246 -5327 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. S. 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, ul Gullett Cot ec4i�v L ' :DZ0OOE • 119 Lerr 7 June 00 i RECEIVED crrY OF TUKW11A JUN - 9 2000 PERMIT CENTER NORTHWESTDEI/ELOPMENTo!SEATTLE Inc. Mark Nickels, Owner P.O.Box 58628 SEATTLE, WA 98138 246 -5366, FAX 246 -5327 z LETTER OF AUTHORIZATION �, 00 ' 00. U i J I hereby authorize Paul Gullett to conduct any and all business on my behalf uj o. relevant to procuring permits of any kind. This authorization shall remain in effect until otherwise notified in writing. u. a = w . z � Z 0' w RECEIVED 2 D' CITY OF TUKV.I ;LP. U APR z 6 Zooa 0 H . w PERMIT :ENTEF • H U w z : O F " z . Date: 3 • 93 ) Dzow-flq ACTIVITY NUMBER: D2000 -119 DATE: 7 -25 -2000 PROJECT NAME: NORTH WEST.JEVELOPMENT SITE ADDRESS: 4249 S 148 ST Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # XX Revision # 1 After Permit Is Issued DEPARTMENTS: B i Division /W 7? Public Works Complete • TUES /THURS ROUTING: Please Route Approved \PRROUTE.DOC 5/90 •ry PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Comments: Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions CORRECTION DETERMINATION: Approved Approved with Conditions REVIEWER'S INITIALS: Incomplete I I Not Applicable DR Plan -2 DiAioion Permit Coordinator DUE DATE: 7- 27-2000 No further Review Required DUE DATE: 8 -24-00 REVIEWER'S INITIALS: DATE: Not Approved (attach comments) I I REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) DATE: z w JU 0 co co iu J CO w g Q . u) 3 _° I- U- z � I--0 z w w 0 �_ I— w .z w = 0~ z too PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D2000 -119 DATE: 6 -9 -2000 PROJECT NAME: NORTHWEST DEVELOPMENT SITE ADDRESS: 4249 S 148 STREET SUITE # Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter # 1 Revision # After Permit Is Issued DEPARTMENTS: Building Division P blic Works Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete K1 Incomplete Comments: TUES /THURS ROUTING: *%1 Please Route Structural Review Required Approved n Approved with Conditions CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 Approved with Conditions n n REVIEWER'S INITIALS: .�+e vex. vwTY >•M•rr�n *�w.•v�.rw�{..rw�r* Tara. bar" f^ �•. 1'+ f" SSYis{ rr( .•YY'/`Y{:�rytt."'A>iN.av�i�ukW G"F "'5.4a..�9,'�•" � {w! frr_ �, w rtvrr..{ rva r��rni ..4?rn� Planning Division Permit Coordinator DUE DATE: 6-13-2000 Not Applicable No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 7 -1 1 -2000 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) DATE: DEPARTMENTS: Building Division Ul AOC' 6 Pu lic Works Maid 5 CO Complete Approved TUES /THURS ROUT! G: Please Route REVIEWER'S INITIALS: PERMIT COOR p PLAN REVIEW��U�ING SLIP ACTIVITY NUMBER: D2000 -119 DATE: 4 -26 -2000 PROJECT NAME: NORTHWEST DEVELOPMENT SITE ADDRESS: 42xx S 148 ST XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DETERMINATION OF COMPLETENESS: (Tues., Thurs.) APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions CORRECTION DETERMINATION: Approved 1NtROUILDOC •ri `1aKfM+u.nrv.n��.nwr.rrr ... .mss Incomplete Structural Review Required Approved with Conditions Fire Plevention 5?,1 n Structural 5-3-o Comments: n REVIEWER'S INITIALS: eci e�h L & W * I ,(0 5 -0-00 REVIEWER'S INITIALS: Planning Division tyj 1, DL. Permit Coordinator DUE DATE: 4-27-2000 Not Applicable No further Review Required DATE: DUE DATE 5- 25-2000 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) n DATE: Revision No.. Date I Received Date Received Staff I . Initials Staff Initials Date Issued - Staff Initials I J „S -OCR WEIZ -- i- 2ED-co - QT-d-, Summary of Revision: • . , ti e ,,,, ., ' . 1 L. • b'O vTr� IeGt/i l•� S Beet Received By: Received By: Aeu A Revision I No. I Date I Received Staff I Date Initials Issued Staff I . Initials I I _..... Summary of Revision: Summary of Revision: Received By: • Received By: • ,• Received By: Revision No. ' ' . Date Received Staff Initials Date Issued' Staff Initials 1 _..... Summary of Revision: Summary of Revision: Received By: • Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials I _..... Summary of Revision: Received By: Revision No. Date Received Staff I Date Initials Issued Staff Initials Summary of Revision: Received By: - PROJECT NAME: /U0r4we61 vet! 1119&.7 PERMI JO:..1) ��CJ00 11. �- Site Address: 4 .lic( S . I O\ $+- - - - - -- Original Issue Date: -OC) REVISION LOG r +�rr.Y :i�F",.�•.'a•�y.�x'.«� XYa'y�ry}_ dry,. �xn�t* Y• Oi+ �w. r, e.,} a* S'+ qxi„• y.. K:"""' �c,;^ vr..: r!. �xixwtg»: c�, xnN�..,.�- Y- ; �....�.. r �.w « .., -r �,i..r. ��.m•: (please print) (please print) (please print) (please print) p pant z w Jo 00 W W _ H 2 LL W 2 u. (1) d z = 1- o z I— w D o 0 O r 0 I— W I— u. O .. Z W I . 0 ~ z „ce+Ugkr City of Tu kwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (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: Resp: nse to Incomplete Letter # Response to Correction Letter # 1 E] Revision # after Permit is Issued Project Name: NORTHWEST DEVELOPMENT Project Address: 4253 South 148 Street d Contact Person: v 60((e0 Phone Number: DLL 5 3 66 Summary of Revision: I iiK - Entered in Sierra on 6-C-- oo Plan Check/Permit Number: D2000 -' 1 19 SOT MEC0 CITY OF TUKWILA JUN - 9 2000 PERK' CENTER Sheet Number(s): "Cloud” or highlight all areas of revision includin_te of r vi ' n Received at the City of Tukwila Permit Center by: ( C a"C46 05/09/00 City of Tukwila • Department of Community Development ritC:tIVtU CITY OF TUKWILA All l 2 5 7(1(10 John W Rants, 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: ? �� cc b c. Plan Check/Permit Number: 7J d aon e /(q ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # / after Permit is Issued Project Name: fJ ,( 7 7°1.fr � 4LJZ.- Y /N Project Address: � ° j S� l // 1 Contact Person: 6c) �CS1- R7 Phone Number. o V CS S G (D06 Sum - ary of � Revision: �� e () ( �c�l � r 6-0 NMI I C LN t tti Sheet Number(s): "Cloud" or highlight all areas of revision includin�d of revision Received at the City of Tukwila Permit Center by: cc ��1J \ VA / 00 Entered in Sierra on 7J S �(-) G 0629/99 c,. +►o urns • T,,( -wily Wac/ilnotnn 0818R • 12061431 -3670 • Far /2061431 -3665 z w re -I CO 0 w -I w • 0 u.a 0) 3 z I_w z� Z W w 0 _ 0 I- w w H - U O fti 0 F- z City of Tukwila • Department of Community Development John W. Rants, 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: C.0 r � 50 Plan Check/Permit Number L� � /(? • Response to Incomplete Letter # O Response to Correction Letter # (] Revision # l after Permit is Issued Project Name: Ao t2 s 1. -e_ C 6/ a-e L 4� Project Address: ' i 5l `{P S I _ Contact Person: !( Q�. Uv {Q / Phone Number: d V0 S (c)oc f Summary of Revision: /A4() (� ( 7 i � P r / € 5 — l S ` , . C2 e d t poor/ L_ rrttetrvtU CITY OF TUKWILA .1111 i 7 5 Anna PE -tMII VENTEM Sheet Number(s): "Cloud" or highlight all areas of revision inciudin date of revision Received at the City of Tukwila Permit Center by: 1 ` 4,1. ba Entered in Sierra on - 7-„i S -o c, 06/29/99 inn r•....8,,.,......_ v....i. C„lro ht 1,1(7 • Trri-wdla Wach note 0 • /2 4313670 ! n AA 061 Q? 1.36 •Fax ‘2061 4313665 ..+ n.+.. ww'_. �i�Y.._. i... �....._ r ............. �v . . -..... _ . . �.....: � r•_.... ..............- ....:....'w - ..r+ rya. aae.. n�; u... s... ra.. v... mneH.. w. x.... w. e.. a........ w. v....rr.r- wwrr.raw.e.m�TOFt'.,, +Khr!t47.'MN': }vR ;y7.dip6'1: ,^14nrryr�..�. t Dear Sir: City of Tukwila Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief Fire Department Review Control #D2000 -119 (511) Re: Northwest Development - 4249 South 148th Street May 3, 2000 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. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. (UFC 901.4.4) 3. 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) 4. All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (UFC 901.3) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206-575-4439 z rr J U O 0 C o CO J � WO u. = W I- Z. Z F- 1- 0. Z I- • tul D o U w uj I- �' • O Lii U 0 F'. z city of Tukwila Fire Department Thomas P. Keefe, Fire Chief Page number 2 Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file ncd Steven M. Mullet, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206 -575 -4439 »K_M.JS 1312MAo..v.ff$52Mt 212sttrza r nm , n..r..,r,er.G`� rMTf4k EV MIMP�-� ,c 3, PART A: (To be completed by applicant) Site Address (Attach map and Legal Description showing hydrant location and size of main): L id)! Y S I L(S 5r. c cf . OWnerInformation k °,: _; ' 'YAgeftlC '... . n ; ,. ,.,• •.-.Y. ti _,�, Name: 14 )t)kr 4j,-.. .e i 60 (v ► Name: (�— 6 u((e 77 Address• , Q S , & a P Address: -5413 CO ' Phone: y - 3a ' Phone: © 3 This certificate is for the purposes of: 4I Residential Building Permit ❑ Preliminary Plat ❑ Short Subdivision ❑ Commercial /Industrial Building Permit ❑ Rezone ❑ Other Estimated number of service connections and meter size(s): / - 3/I/ ri Vehicular distance from nearest hydrant to the closest point of structure 30 ft. Area is served by (Water utility district): t c -5 Owner /Agent Signature Date: -f � 2," D' L�i� }`blli CITY OF "UKWILA Permit Center l 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 Certificate of Water Availability PROJECT #: PART B: (To be completed by water utility district) The proposed project is located within c c..l'C �tk: _ _ (Required only if outside City of Tukwila water utility district) (City/County) The improvements required to upgrade the water system to b it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: (h (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 0 '' gpm at 20 psi residual for a duration of 2 hours at a velocity of 5 fps as documented by the attached calculations. 1 hereby certify that the above information is true and correct. . \ f Agency /Phone 706 qS 4e7 3 --(3 -CC) Date PART C: (To be completed by governing jurisdiction) Minimum water system improvements: (At least equal to 82 above) (Use separate sheet if more room is needed) 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. Agency /Phone B Date z i- ~ W re 2 O 0 co 0 W = • w w g a N a I— ELI z � I- 0 Z ~ w U� oI- w u' O w o w O ~ z Part A: (To Be Completed by Applicant) Purpose of Certificate: (D Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: 0 Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: a .-- 1-4 I- De - mod I, Phone:0,0 0 0Vy6 -S366 (P: , I ) Property Address or Approximate Location: . 12AX S. 11' $/- Legal Description(Attach Map an Legal Description if necessary): Parce Tuk S.P. L92 -0061 930628207 TL 004200 -0032 Said short plat DAF, Lot 5, Blk 1, of Adams Home Tracts Part B: (To Be Completed by Sewer Agency) 1. W a. Sewer Service will be provided by side sewer connection only to -n existing 6 size sewer 0 feet from the site and the sewer system has the apacity to serve the proposed use. OR ❑ b. Sewer - rvice will require an improvement to the sewers tern of: ❑ (1) feet of sewer trunk or lateral t• each the site; and /or ❑ (2) the co .truction of a collection system o e site; and /or ❑ (3) other (des• ibe): 2 (Must be completed if 1.b above is ch -cke• ❑ a. The sewer system improvemen in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improve ent will -quire a sewer comprehensive plan amendment. 3. ❑ a. The proposed project i ithin the corpor- e limits of the District, or has been granted Boundary Review Board approv• for extension of se e outside the District, OR ❑ b. Annexation or BRB - pproval will be necessary • provide service. 4. Service is subject to the ollowing: a. District Conn- Lion Charges due prior to connection: e GFC: $ 8 ' SFC: $ / e 0 O — UNIT: S - 93 TOTAL: $ (Subject to Change on January , King County/METRO Capacity Charge: Currently, $1090 /residential equivalent, will be billed directly by i King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) b. Easements: ❑ Required El May be Required c. Other: et.25�+'. �.H,F'S4�1tSg rifmrg..... i ,y"sv s.9mN:51'f;7 ,' }T't'f ^ ry ^ " >i ;?^ ht?r, c;.-- T itrot,e,n x 4Y9x2FP1E','%tovi5: T Al TOWARD., JETTER ENVIRONMENT" SEWER DISTRICT 14816 , ,tary Road South P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242-1527 CERTIFICATE OF SEWER AVAILABILITY/NON-AVAILABILITY 0 Certificate of Sewer Availability OR 0 Certificate of Sewer Non - Availability z w re 6 U O NCI W W I U) u. w Q 2 Q LL d U � 2 ° w z � 11=0 w ~ 2 • o U 0 - 0 l- w u.t I - u- 5 W Z U= O h - . z Part A: (To Be Completed by Applicant) Purpose of Certificate: El Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone ■ Proposed Use: • 50 Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: N o v - A w e s F De -ve I o p S41 c.., 'f Phone:ao 6) a yl, _ - S' 3 66 C Pe, v / Property Address or Approximate Location: `1AAx .5, /4 441 4. Legal Description(Attach Map and Legal Description if necessary): •Parcel 2, Tuk S.P. L92 -0061 930628207 TL 004200 -0031 Said short plat DAF, Lot 5, B1k 1, of Adams Home Tracts Part B: (To Be Completed by Sewer Agency) :/ 1 DI 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) Ei a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. GI a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: a. District Connection Charges due prior to connection: GFC: $ 8 51 2 SFC: $ 19 0 0 ‘,0 UNIT: $ a -C 93 TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $1090 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) b. Easements: ❑ Required G1 May be Required c. Other: r L IWORKING WARD A BETTE', ENV1RONMENT1 SEWER D ISTRICT 14818 Mllita, Road South P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY ❑ Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability I hereby certify that the above sewer agency information is true. This certification shall be valid for one year fro e date of signature By 4r J 7 �,�� y . .2 /zv 17 Title date Eao-i r i F625- 033.000 (3!971 DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST.' ±_ #. -: EXP.= '.DATE ';CCO1 ' ;` NORTHDS015KK k 09 /16/2000 EFFECTIVE' DATE `_` `_:= '...05/12/1999 NORTHWEST DEV OF SEATTLE CORP 1412 SW 102ND 400TH SEATTLE WA 98146 Fn25- 1152•otttt i Dt_tach 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 NORTHWESEV OF SEATTLE CORP 1412 /SW 102ND 400TH SEATTLE WA ;98146 Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIES Please Remove And Sign Identification Card Before Placing In Billfold z w �v. 00 N 0 w. w D. �W Z I— O •z F-; • U 0; ;O •* I- UJ o ri 0 �. P • 0 z - - -- Found concrete mon. ("2. © 42nd Ave. S. & S. 146th St. 3/21/00 Found 2" br. disk w /hole 3/21 /O0.--_- GRAPHIC SCALE 2 0 0 10 20 w__ - ( IN FEET ) inch = 20 ft. LEGEND Q { i Concrete Monument in Case T Monurnenl N Tack in Lead or Nail & Disk ® Bronze plug O Set rebar w /cap #23604 • Found pipe or rebar Hydrant 0- Power pole Lb' Deciduous Tree tX D4 i Evergreen Tree Catch Basin Gas Valve Water `Naive C) sewer manhole 1 Oli [ ` .,..I i a K_ HOUSE # ` CB No.1 FF.E.= 253.00 J Il a l Igl GARAGE ._ >4 �. FF;E.= 252 Ag S \ IX L P R � Mr ice\ Parcel . \\ ► .7 270 sq.f I ,r te J� EX.���� i. ^N kq , . --- --M S 88'05 '43" E Tj� No.2LL MIN. 1 C.•. 103.59 HOUS =_w .ole / \ �� wI es i i l -CB �a F.E. 249.00 Parcel 3 I N ICB No.3 I 8,079 sq,ft, ,. C.O. 266 Parcel 1 8,080 sq,ft. CB No.6 r C1 MIN, elevated porch C.O: S 88'05'43 E. 1T Parcel 4 68 74 59 '� MIN. 8,285 sq. -t. 2, 4'B HOUSE F.F.E ARAG F.F.E. =2 ..50 103.57 103.62 Existing house #4261 ®- -storm _drain manhole wn tUl - w0tel', meter n N -S "Blue" point marks (Water) 529.50' Found rebar w /cap #17(163 0.40' So. & 0.37' Easesr 25' ROW TO BE DEDICATED TO TI- E CITY OF TUKWILA 26 15' TEMPORARY CONST. ESMT. REMOVE EX. ROCKERY 40 11OV0 L': POWER# TLE SSMI4 20 -19 rim elev. = 239.3 I z water valve marker 12' MIN. S 88'05'43" E -W "Yellow" paint marks (Gas ?) So. 148th St. north edge asphalt S 88'02'25" E `E - "Blue" paint marks (Water) s edge / asph alt 128.62 128.57 3G N OD Set rebar w /cap #23604 (typ) - 10' SANITARY SEWER EASEMENT .i Oct xebar ‘ w/ cap #23604 2' north of deed corner ,.0 273.4 AA O 0 0 TEMPORAY TURN- AROUNE 6 UNTI. ROADWAY EXTENDE 4's 8 243.7 10' SANITARY SEWER EASEMENT 270 - 260 250 240 DATUM ELEV 235 04-00 INSTALL DOWN 131SET ELBOW I STALL DOWNT RNED LBOW 55LF 8" PERF, CPEP 9 LEVEL 36LF CPEP 12" PERF. LEVEL 2'x32' ILTRATI ON ENCH EXISTING CRUSHED RICK SURFACE (15 %) -/ ALO G ROW CENTERLINE NEW FlNI9HED A.C. GRADE ALONG P VEMENT CENTERLINE CB No.1 - TYPE 1 STA. 1 30.34, 13.50' L GR.EL.= 25246 I.E.= 249.18 NOTE: 1. OFI SETS AND STATI S TAKEN FROM R.O.W. CENTER'INE. 2. INFILTRATION TRENC ES SHALL BE FILLED WITH 1 1/•" TO ASHED ROCK AN SHALL BE WRAPPED ENTIRELY W/ FILTER FABRIC. 1+00 CB No - ' TYPE STA. 1 +72.3 16.50' L GR'E = 249.50 I. = 246.50 15' CONSTRUCTION ESMT N.T.S. C.0.1 RIM = 249.50 I.E.= 246.50 250 - -. 250 • ;III III III CB No.3 - TYPE 1 STA. 2 +01.62, 13.50' : L GR.EL.= 246.51 I.E.= 243.51 VARIES 6' - 10' 55LF - 8" PERF. CPFP 9 LEVEL 2'x2'%50' INFILTRATION TRENCH 2 +00 PROFILE SCALE : 1" = 20' (H.), 1" _ 2' (V.) I EXPIREs'.. 9 JAN 2002. STAMP. NOT vino UNLESS SIGNED noo O 2" CLASS "B" ASPHALT CONCRETE-' 2" COMPACTED DEPTH -J CRUSHED SURFACING TOP COURSE ADDITIONAL GRAVEL MAY BE REQUIRED - ' ROADWAY SECTION A - A 245 INSTALL DOWNTURNED -' ELBOW 240 _. 240 INSTALL DOWNTNRNED ELBOW CB No.4 - TYPE I STA. 2 +51.38, 16.50' L GR.EL.= 244.86 I.E.= 241.86 245 DALEY- MORROW - POBLETE, INC. 726, AUBURN WAY NORTH ASHINGTON 98002 HONE: (253) AUBURN, 333 -2200. FAX (253) 33° -2206 ENGINEERING - SURVEYING LANG) PLANNING 25' ROW TO BE DEDICATED TO THE CITY OF TUKWILA 20' HCV NO CLI ow» BrPWH /ASF PPFOw° MLD SLY 2 x2 x50' INFILTRATION TRENCH CB No.S STA. 2+ GR.EL.= I.E.= 2 :uE 1 "=20' 3 +00 ...APRIL 24, 2000 6' PRIVATE DRAINAGE ESMT. 3� 0.2 RIM= 245.00 I.E. = 241.86 245 - TYPE 1 86.09, 13.50' L 241,84 6.84 T GRASS ._INED SWALE GRAVEL TRENCH W/ 1 1/2" - 3/4" WASHED WRAP W/ FILTER FABRIC CB No.6 - TYPE STA. 3 +22.09, 1 .50' L GR.EL.= 239.84 I.E.= 236.84 INSTALL DOWN TURNED ELBOW NORTHWEST DEVELOPMENT OF SEATTLE, INC. P.O. BOX 58628 SEATTLE, WA 98 PH: (206) 246- -5366 FAX: (206) 246 -- 5327 NORTHWEST DEVELOPMENT OF SEATTLE, INC. NORTHWEST HOME SITE PLAN AND PROFILE 0Qse,, 00043 JOB / 00 -120 ?ER1.11 0ry gE JENEO a rt�kwtcr, General: • Construction shall comply with the Uniform building Codes (UBC), latest edition adopted and emmended. • Do not scale drawings. (Use dimensions) Refer to Interior elevations for cabinet and counter lengths, dimensions, counter lop materials and detail reference, Verify an existing dimensions before installation. • Design Criteria: (assumed) Dead load Actual Floor live load 40 osf Deck live load 80 psI Stair live load 200 pst Roof live load (Snow ) 25 psi • Wind and earthquake: These loads vary depending on site location. Check with local structural engineer to verify compliance with lateral loads. • Assumed allowable soil pressure 2000 psi • 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 tans 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 sleeping purposes. When sleeping rooms are on an upper level, the detector shall 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 shell provide an alarm in the dwelling unit. • Stairways: Maximum rise 8" minimum run 9', Minimum headroom 7'•0', minimum width 38" handrail to have ends returned and placed minimum 34 ", Maximum 3E" above tread nosing, unless designated for the disabled, the handgrip portion of handrail shall be not less than 1 1/4" nor more than 2" in cross section dimension or the shape corners. Handrail projecting from a watt 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 8' 0" high minimum surround with water repellent GWB backing. All enclosures to be safety glass. • Attic Ventilation: The 4 t Wnllatt r nil than t/t I h area h net free ventilating slang area shall be not les th n 50 0 the sea oft the space ventilated, ve t late d area least 50 r F except that the e a ea ma be 1 ' 0100 provided at east 0 e cent o the' e v 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 vents with the balance of the required', ventilation provided by eaves or cornice vents. Rafters spaces enclosed by ceilings directly applied ed to un 1 pp dews de of rafters shall be sized to allow a minimum 1 inch clear vented air sp ace above thy insulation. Attics with a maximum vertical clear height of less than 30' need not be provided with access opening. Per UBC. • • Exterior Deck..s. When decks, porches, etc., are more than 30' above grade, provide guardrail not less than 3'6" high with intermediate members not more than 4' apart ( to withstand a horizontal force of 20 lbs. per linear foot ). Provide minimum 18' crawl space wider wood. Concrete deposited against earth Formed concrete against earth Exterior faces of walls Interior faces of walls To to of slabs-on-grade Light Framing- No. 2 end better Studs- No. 2 and better (Light Framing) Joists and Planks. No. t and better Beaus and Stringers. No. 2 and better Posts end Timbers- No. 2 and better Foundations: • °ootings to bear on solid undisturbed earth. ( Assumed soil bearing capacity to be 2,000 psi ). • Footings shall be placed at a depth to conform to local codes. • Concrete shall attain minimum 28 day strength tc•2500 psi and mix shall contain not less than 5 sacks of cement per cubic yard. • Reinforcing steel shall conform to ASTM specification. Grade 4C. fy =40,000 psi Design fb) 18,000 psi. Concrete protection (cover) for reinforcing shalt be as follows: Footings and other unformed surfaces, earth surfaces Formed surfaces in direct contact with Barth Surfaces exposed to weather Slabs and walls (Interior face) 3 " 2" 1 1/2" 3/4" • Reinforcement shall be accurately placed and adequately supported by concrete, metal, or other approved chalra, spacers or ties, and secured against displacement during concrete or grout placement. Tack welding not allowed, Except where shown otherwise on structural drawings, reinforcement in concrete shall have concrete cover as follows: 2" 2' 2' 3/4" 3/4" Wood: • Sawn lumber calculations are based on Douglas inir• Larch, except as shown otherwise on drawings, graded in accordance with Standard Grading Rules of WWPA or Rule No. 16 of WCLB, as follows: • All 2" lumber shall ce seasoned to I9% maximum moisture content All wood in contact with concrete, a n soil snail D pressure treated. e, ao ry, or sou s a e p ssu • 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 by grade mark of an approved in spection agency and shalt be Standard C•C Flat Interior with ext. glue unless otherwise specified on drawings. Plywood exposed to weather shall he (minimum ) CC Exterior. Framing Members: • It may become necessary to Increase depth of framing members to accommodate thicker insulation materials than that shown on drawings. Top plates sh all be doubled on all Stud wells. Cripples under headers shell be continuous to sole plate. Block all stud walls as required for sheathing. 3locking, 2' wide of equal depth of the members, shall he provided between all joists and rafters at their supports, unless members are nailed to a rim joist. • Beams, girders, and joists supporting lieuring walls n■ other concentrated loads, shall not be notched. Joists, except as above, may be notched no deeper than 1/4 the depth, at top edge only, provided such not :h 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 1/10 the depth of member and shall be located within center half of the span. A.11 holes shall be centered within depth of member. Holes and notches in studs shell be located within 1/3 of height from either top or bottom hut not closer than 8" from plates. Holes and notches in studs shall n;,! exi :eed 1' in diameter or depth. Studs in exterior wails shall not be notched. • Joists, ratters, 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. • All members in bearing shall be accurately cut and aligned so !hie lull 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. All joists shall have a minimum of 1 1/2' 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 t'/ith anchor bolls 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 well sheathing shall be applied as follows: Center vertical joints over studs and center horizontal joint over 2° blocking or plate. Nail lop 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 some stud. • Plywood sub•ftoor and roof sheathing: Install with face grain at right angles to supports, continuous over two (2) or more spans. Allow minimum space 1/18 -inch between end joints and 118 -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 16 Rosin sized sheathing, paper. Particleboard floor Underlayment shall conform to UBC Standard Underlayment shall be not less than 1r 4•tnch in hall b e \ identified b ra de mar of an approved inspection agency. Ihi and s e Y ckness a by 0 pp p . 0 1/4 "10 1/2" thick: 8d common or 1 1/2" Ring shank nails 8' o /cfte edges and 8 °o /c each way in field. 5/8" to 3/4" thick: 8d common or 1 1/2' Ring shank nails 8' o/c a edges and 8 "o /c each way in field. Nailing: • Minimum nailing 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 No. or o/c of nails Size of nail box ge common Joists Toe nail to plates,' sill or girder To parallel alternate joists At laps over bearing, face nail End nail to plates Or toe nail 2 each. side Too Platte Spike together Laps & Intersections, face nail Blocking To plate or toe nail To joists cant side or toe nail Bridoing Toe nail to joi`:is, each end Studs Corner, angle, or multiple 2" x laminated beams or lintel Spike together Dbl. joists or.headers Spike together, along each. edge Plywood sheathing and sub flour nailing At edges of each sheet • • nem 16 "o /c 2 18d 2 4 4 3 3 3 2 4 No. or o/c of nails 2 24' o/c 16" a/c 16" o/c 3/8" thk 8d 1/2" d 5/8" thk 100 80 16d 18d 18d 8d 16d 16d $d 16d Size of nail bqx 9r common 80 6° o/c max. 8" o/c max. Al interior of each sheet space nails 10" o/c for 3/8" and 1/2" thick plywood Sheathing shall he nailed as follows, except where shown otherwise: Roof plywood: 8d common at 6' oic at all supported edges and at 'I2" o/c at interior supports Floor plywood: 8d common at fi" o /c' at all supported cages and al, .0" o/c at interior ''10" o/c at all interior studs. Wall plywood sheathing direct to framing tOd common al 8" c/c all panel edges and at 10" o/c al 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 ma:tulacturer's instructions and applicable IC30 spprovai, Tesi rieri} icit Trusses: Prefabricated wood trusses shall he designed by the manufacturer for the spans and conditions shown on the plans. A loading shall be as follows: Top chord Loads Top chord dead loads psi 15 psi Eottom chord dead load 25 10 psi Total toad 50 psi (exceptions: Tile roof load to be 55 psi) • I an Hall or equal) furnish shop drawings Wood trusses ,hall utilize approved connector plates (g g r q ) h p s g 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 beads 6 trim. • Gypsum wallboard on stud walls: cooler nails at 7" o/c all studs, plates, and blocking use 5d nails with 1/2' wallboard and 80 nails with 5/8" 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', 8• at vertical joints, and carry into openings, up walls 12 and down sides 8" minimum. Locate end laps at least 18' from internal and external corners. NHD Construction Document License is I 1 the buildin ' . Grant. of License !n consideration of payment of building fee which Is a part of the p price you paid for this product, Northwest Home Designing, inc :, as Licenser, 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 subsequent copies of the works regardless of the form 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 NHD' nor anyone else, who has been'', Involved in the creation, production, or delivery of this product shell be liable for any direct, in direct consequential, or incidental damages. Violation of the terms of this agreement subject to a tan ,thousand($1C dollar penalty. Should you have any questions concerning this agreement, or if you desire to contact Northwest Home Designing, Inc. for any reason, please contact in writing: NI-10 Marketing Division, 4928 109th St. S.W., Lakewood, WA. Fax (253)' 568.0807 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 necessary for compliance with your local and state regulations and codes, NHD, Inc., makes no warranties, either expressed or implied, regarding these plans. Dz000 -ilq HOME PLANS „� O n l i n e GI ,'r Of WWW. NHDINC.C9M, , RECEIVED C1TY OF Tr.110VIi A PERMIT CEN'tEk • V Z .p Z CO 0 N ma -8 9Q. f pc., Ll Z 0 m 0 .l.I . z O .r r' i i i rdM CC LL Q � WO aa.w <F- ❑� O z _ot5 < - ❑ 0000UJ c:N W _t W 7� Z IWQW ❑ w E w _, cr) w -J Z Q O � U U� - toZ� -- ❑ zUJ Z1CC < w W I F- L < H _ UCy u) 0 �O(I)>cf'ZrWZ1- ` >J�l . � �J —I <W : _ O <0ZIeQ J Zwu)po7DQ Q O . E ❑ I - I—f— W O C O D > QDO W -O°� z oQ z 1-1-1 UJ ❑ J 7 W = ZZZ <oo ❑ I ��� W O E =UQ�� jW C)Ct C • JWm - < 0()W< 1-- l) t�l1C 1LI NHS = Att.P0 11 N3STO BEAR ON.FIRLttUNDISTURBBISOLASSUMED SIORAIPIRINOCAPACITYTO BE2D0aP:S.F LALGWOOD IN•CONTACTWITI4'x NCRETETO BEPRESSURETREATEX Z &MI MS TOBE4z1VDFitQN4x4POSTS (4xVATP'WCBS)ON 'WOK 3reOONC. PADS UNLESS NOTED OTHERWISE. 4. AIL' POSTS TO BE ANCHORED AGAINSTLATTRALMC".'EEMENT. B; =CUM AT ALL PONT LOADS FROM MIM E' -R Z aJD-&OCK OR BRIDoEATMID -SPAT OF ALL PLDiRJOISTS WITH 4PRMITA LATER THAN 1 -0': T. M OWS SHOULD BE SUPPORTING I,ATIORP ti"Y AT EACH ENo SUPPORT BY MUD MOCKING ON reANQmen'APP fS�OD = II: ALLAMILIIPLE JOISTS MUST BE BOTH GLUED AND NAILED. t PROMDE MINIMUM 18"x24'CRAWtACCESS. ,a MVO* CRAWL SPACE VENTU ATION PER UBC. ( 104 8.F r t /150. g.(a S.F. VENT REOD.) Al N ( i> mot= tlotp 1 _' . h .... , i 4 11111 r xr , I*1518111111151111N131 MI MIlill NW MO 181104181 %d :4` 4 1 ., iiriamermirsionommiminsio i `..M sir .. :111'31E.. 1j.4 *i.1 FL c�_� C�!?e»ot oW o r. A" CONC. SLAB W/6 MIL. VAPOR BARRIER OVEIR 4• COMPACT SAND GRAVEL BASE SLOPE 3` TO DOORS. 4 00 JI U I CITY i+F�'r`': }, d r 1� . 4t/:l seL- A Y,�aVtG 2 �x��v� bJA O eiu AL/./ ANabg" ea RECEI'/ CIY OF. TI. P "RMll `^ s^ ---- -_ �__ -_ 1ND'QW SCHEDULE NOTE: MI btdrooin windows to have Elan opening of LT SCI?. • Min. elm whith of !y hotekl, Verily with window mIl vrhsn WEN*. of We - jrDr SIZE RAN .. DESCRIPTION OTY. MliTtlts 4 ° X. ° IkLLJ,1 �� 1144°'r"wt 0 id x 11 j v , “ • ; I it �(h X o c ii Ni BI. MK l I 4 ` I) it �t-t t71i L n , II rt' I 3 E p 2 II 1704.. L J1'u.o a !.'•If '' it1i . 14,1 4 x3tt I M 51.17 . O 9° II 0 11 ., H 1 ' 4)4* ti i JoX2 � �i II _ J 2 x .4. 0 • 44 t.40 - 1'r , • t 2111111111111 it riw I I • (,14- • • I, M ' DOOR SCHEDULE DESCRIPTION OTY. NOTE I i God 1.•5IQ L Ut'd5 , id x 11 *UP C 444' 4461f . • IAI - F XG . !I 1--Lt.1,01.1 G I x `E x ^ it 4 II Q XLYJ . , II . II II _.._.. _ I 3 4`,(G.°6. I II 1704.. L J1'u.o a !.'•If to xep M 8I -fass,, 1 1 10x, i I 1 • ! /C I 9I,c U4 ' r. ►4 1 I 111111 2111111111111 trTi e * I • 0 N 0 N LIVING RM. SEE. FOR E FOR FAMILY RM. PATIO iseae..E. USE 611' TYPE "X' Gw8 ON ALL Y/ 4 +' AND 8TRUCT:VRAL v# LL8. Z LAYERS sr*' TYPE "X` ON OF-LINOS. Sp,&LL i•1AvE 4ErAW'l"TE cacti K5 TO 4AP.A4c 0A1412001 I W1•4 4 PER J( Ul x � t Ilez7 4:11•0. G . +rr• 8 ° CzH• h . m N = SHEAR WALL SLASH MARKS POINT TD HOLD SHEAR WALL SCHEDULE ON S REQUIREMENTS. SEE LAST CO APPLICABLE DETAIL PROVIDE e-1 r 0 I DEN`I FICTIt1 WN LOCATIONS. EET S1 ATTACHE UMN OF S,CHEDU ON S SHEET(S). 3' 9 %u " . I3' -oil I OL.0" FIRST FLOOR PLAN 2 a o" - SCALE: 1/4' '1'- . " CHECKED SHEET mg ' 2 5 GENERAL NOTES: 1 ALL WORK TO N CONFORMANCE W " UBC Copyright 1990 Northwest Home Designing Inc. 2. VENT ALL EXHAUST FANS, DRYER VENTS AND RANGES TO OUTSIDE. 3. VENT WATER HEATER PRESSURE RELIEF, VALVES TO OUTS :DE. • 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.PM, 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. A. ALL SKYLIGHTS TO BE PER UBC Tv ,• , 10. SMOKE DETECTORS SHALL BE O� W /BATTERY BACK -UP. , LT I RCONNECTED RC�IVED FLOOR ,AREA: UPPER FLOOR'' 1145 SO. FT. CONFER•FLOOR 122$ .10. FT. i TOTAL : 2373 SQ. FT. SARA0 = 651 SO FT. LASS A i;EA 430 SO FT • 1'6.1216- CI1 o F � T 00,!'. ...4 PERMIT CE NTGF co her g tit A � vp u 0 8 g 0 g z 0 Os 1419114 i IL 5 1 -1 1i±. UTILITY( CABINET VANITIES__ SCALE 1/2'- 1.' -0" FRAMING NOTES: (' 1. ALL HEADERS TO BL' DF #2UNLESS NOTED OTHERWISE. 2. SOLID BLOCK BENEATH ALL POINT LOADS FROM ABOVE. 3. SOLID BLOCK OR BRIDGE AT MID -SPAN OF ALL FLOOR JOISTS WrTFi SPANS GREATER THAN 10'-0 4. FLOOR JOISTS SHOULD BE SUPPORTED LATERALLY AT EACH END AND AT EACH SUPPORT BY SOLID BLOCKING OR BY ANOTHER APPROVED METHOD. = STRUCTURAL NOTE. SEE ATTACHED SHEET S1 FOR STRUCTURAL NOTES. OR q 13 GoL Ii ti rip al Tb er'le I7 r OF fiM SEC ND FLOG RA AIN FLAN SCALE i.M 1'-0" zlYS DRAWN BY DESIGN 1 20 IWI m .4 Egici:Nwca f it C-gCN tfr poi) Note: AU structural components . shown are fo +" reference Any. engineers calculations for,all sizes. RECEIVED CITY OF TUKV tLA PERMIT (.ENTER co • Z r ® w 8 5 t; 0 g o fir co M SHEET MAKER 4 N SCALE: 1/4' 34 0 COPYRIGHT 1990 NORTHWEST HOME DESIGNING INC. SECOND FLOOR PLAN Ow Cd SCALE 1/2 -1'•0' 4oPFtT 1 KITCHEN CABINETS r c. 1 RECEIVED CITY OF TUKWILA � 'EHMIl CEN'`Eti 01) t I 0 .1 to,,te) r � N:c ;§ 0 0 • ROOPPRAMING.NOTES: 9 I. ALL.HEAOERSTO LESSNOTED 0.THERWE. 2. ALLIRUSSES: SHALL CARRY MANUFACTURERS MAW. SHALL HAVEDESIGN.DETAILS AND VECIFICATIONS .ON SITE FOR FRAME INSPECTION. SHALL BE INSTAL AND BRAG D' PER 'MANUFACTURER'S SPECIFICATION$. 3. NO TRUSS SHALL BEFIELD•MODIFIED W T$OC1.T'PPIIOR'CONSENT'OF THEIRHIS' ENGIN`ER AND THE BUILDING DEPI►RTMEN f 4. PRO' DE:ATTIC ACCESS MINIMUM 22 30• WITH MINIMUM 30' HEADROOM : 5. PROVIDE ATTIC.VENTILATlON.PER UBC•1505.3. (1/150 x.ATTIM'AREA) °TO BE OISTRIBUTE'3.EOUALLY BETWEEN EAVE AND 1:1106 • 6. RIOQEAND VALLEY RAFTERS SHALL BE THE SAME DEPTH AS THE CUT END OF RAFTER. T. ALL'MULTIPLE RAFTERS MUST BE BOTH GLUED AND NAILED. ALL figaliNG TO COMPLY WITH WIC i N N I 'LX( gli g• 4- 14X4 €:L1. J * CP 1'4' 46 -- Note: Note: All structural Oomportents shown are for reference onty. See engineers aaloulatlons for all sizes. f KIM I.I POP W /ZAC PNP EZ4 Gi:LI._ 1 . Zeo.c. APO I la t'i��` �_0 01 AM :_.._G_�..,IP L,, 1�, SCALE s1/4"1'113 RECEIVED CITY OF TU'KWILli RMfl CENTER I CO ti♦ ly. • z M rtt e 1 4'4 a u 5IS 05 a 0 M w N 5/4 x 4 wINDOW 'M1M Z'3 GNA,MrERE47' SILL 5/4 s:. EiTM. Wl►.117ow TRIh.4 11 JL DE ZNG. K IR. TOP It 1 LEFT . ELEVATION Gi.MFEKgP SILL 5/4 x Ce TRIM BE SOX Godb1N RO T ELE.: -ATI ..r CO4C. 4T>E 4 PORGNt- ■•11• MAIM MAIM ARIA N NAM jst 11 1 f 1 IL.,, 11 11 lI COVED MrL. GUTTER OVEE 5/4 x 8 CAS.CIA •s 4��c V /4x4 sAix w"tzN6R SAS. RECEIVED CITY OF lUKWILA PERMIT CENTER SWAT NUMBER 6 'us' 411.11•1=. 1.11•11110... C0146.4•61 PA 4t./•.2, • 'V4 cocwit •roio.4 BACK ELEVATION SCALE: 1/4 1'-' 0* RIGHT ELEVATION 90macsavors.... - 1.1.7122=1ItSC — int 2wcz ne. 'TOP It L F44.3e, TO I evT. PLR. LINE. DRAWN BY I . DE 120 1 z rot FL.g. LINE 16T. VL.TOP It IgsT. Liwe CO ?esvirr CENTEI,, RECEIVED CITV OF 'TUKWILA C10104 t i o;a A .40111.1 1 1 I.2xU 2xly t>it.1 PS P l lv "o k " Gyt —›* r464 FUtt- Wirst IiAGxrI CH KED Z (8 le v •c �. SCALE 3 '/$'.1' -0' G For "r(�►J �X s (� °�h if G. ',VW' fit'+ I (I puLp'c- r4i STAIR NOTES: STRINGERS TD BE FIREBLOCKED AT B0114 TOP AND BOTTOM. ALL USABLE SPACE UNDER STAIRS 10 BE 1 HOUR CONSTRUCTION. LAA)FIMUM RISE TO BE 8'. MINIMUM RUN TO BE 0". MINIMUM HEAD HEIGHT TO BE 6'-8', MINIMUM STAIR WIDTH TO BE 36 ". PROVIDE CONTINUOUS HAND RAIL 34" TO 38" OFF TREAD NOSING AND MUST EXTEND BEHONO BOTTOM TREAD. PROVIDE GUARD RAILS AT LANDINGS MINIMUM 38' HIGH N MORE -no.N 4" G'.f,K SPACING P.ETir1. Pl vo►7ra5 8 I kt.00-T - Q 4`I ?,,5X4 54,0..1• kg 4 U _. fwUA W Ni.t eotrAP " " +4 RECE CITY OF -::ERMIT C;EN " "` • O O O Co • W 1•� t Z 0 in Z n lid 6 CI u 01) L� c mi g 0 co V 4 rlatt V NsaZ W IS& .5 Ix jot 4 71.2 t ( " - &cKFI LL DETAIL (A) MO AN culoge vArDe 6Np.42 fat IOW 0 • 4' 5.1,400 4 •VA Fry" PIC4.10 pxf 0>IPIt4 - - Mot- emtletees - - r4 — 2)(4 rir Jt.'1% - eacviz 4 y*.n" — 4"pj Ft-err ■'.1 L 1+ 9434F11.1. t - VO4.044 7 -- VT 11 4 70 &F1414 ) vAo oft' DETAIL a (et" clA Ne.4401e: %MT 0'06 v7cot 11" fil04 too rlAir 4" pi4 QgA4 1 )6 W 1/4 % TioN C4,4 4 x 1.1e-• $=.1:42 ( rOVNI, fI • DETAIL tt o To tie elovwfrieNT EXTERIOR SHTG (1) SIDE SIMPSON STHD14RJ HOLDOWN W <38) 16ot SINKER NAILS ABOVE WALL DOT PL FNDTN FTG WALL REINF. MIN PER LOCAL BLDG CODE 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 r FLR SHTG —FLR JST PARALLEL OR PERP. TO WALL '--(1) #4 BAR MIN 12' € STRAP z - -SHEAR WALL INTERMEDIATE STUDS. NAIL SPCG 12' D.C. FOR 16' O.C. STUD SPCG & 6' O.C. FOR 24' O.C, SPCG. SAME SIZE NAILS AS EDGE NAILS. 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 P1 r EXTERIOR SHTG (1) SIDE INTERIOR PANEL EDGES' PROVIDE DBL STUDS', NAIL STUDS TOGETHER WITH 16d @ 6' O.C. SIMPSON MST__ HOLDOWN W/ (42) 16c1 NAILS @ MST37, (46) 16c1 NAILS @ MST48, (56) 16c1 NAILS @ MST60 & MST72. LOCATE STRAP UNDER OR OVER SHTG. WRAP AROUND BEAM B H❑RIZ PANEL EDGES PR ❑VIDE 2X4 OR 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 16c1 B 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 STRUCTURAL NOTES: >SEE 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 HDR ENDS WITH 8d @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 DEL 2X6 OR TRIPPLE 2X4 STUDS TO SUPT GIRDER TRUSSES. �6 PROVIDE SOLID 2X BLKG AT 4 RAFTER SPACES THIS LINE. CONNECT ROOF SHTG TO LKG WITH 8d @ 6" O.C. CONNECT BOT OF BLKG TOGETHER WITH SIMPSON CS20 -R COIL STRAP. EXTEND STRAP 24" ONTO ADJACENT WALL TOP PLATE AND CONNECT. D 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. 9) STRAP BEAM END TO BEAMS WITH SIMPSON LSTA36 STRAP THIS LINE. 1 STRAP SPLICES IN WALL TOP PLATES THIS LINE OF SHEAR WALL 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 WAL : WITH (2) 16d NAILS EVERY STUD. 4 1 ROVIDE SOLID 2X BLKG BETWEEN JOISTS THIS LINE OVER LIVING 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. 1 MINIMUM GRADE OF WOOD ASSUMED FOR BEAMS, (VISUALLY GRADED PER WCLIB, PA): 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' O.C. FOR 16' D.C. STUD SPCG & 6' O.C. FOR 24' 0.0. SPCG. SAME SIZE NAILS AS EDGE NAILS, INTERIOR PANEL EDGES. PROVIDE DBL STUDS. NAIL STUDS TOGETHER WITH 16d B 6' D.C. @ HORIZ 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 7/16" OSB or 15/32" 8d @4 "o.c. PLWD (1) Side 0 7/16" OSB or 15/32" 10d @ 3" o.c. STHD14RJ OR PLWD (1) Side HD5A 7/16" OSB or 15/32" 10d @ 3 " o.c. STHD14 OR PLWD (1) Side HD6A FOOTNOTES TO SHEAR WALL SCHEDULE: MST37 STRAP (2) 16d @ 6" o.c. SEE DET SW4 (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 3/15" 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 A.B.@1'- 0 "O.C. SEE DET S4OR5 A.B. @ 1' -0" O.C. SEE DET S11 OR 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' 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 HOLDOWNS 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 +;I1, ( ?) RECEIVED CITY OF TUKWILA E(RUll'' ,ENT EF' ANDREWS ENGINEERING - Structural Engineering 4924109 St. S.W. Suite A 16XX 19 AVE. S. NHD #120 -M URIEN, WA EXPIRES Projec No. 99262 2. HOLDOWN BOLTING SCHEDULE A' HOLDOWN BRACKET 'Bs BOLTS INTO STUDS +C' BOLT INTO FOUNDATION ,Ds BOLT EMBEMDENT HD2A (2) 5/8' DIA. (1) 5/8' DIA. 16' HDSA (2) 3/4' DIA, (I) 5/8' DIA. 20' HD6A (2) 7/8' DIA. (1) 7/8' DIA. 20' HD8A (3) 7/8• DIA. (1) 7/1' DIA. 20' HD1OA (4) 7/8' DIA (1) 7 /8'DIA 24' HOLDOWN BOLTING SCHEDULE 'A' HOLDOWN BRACKET 'B' BOLTS INTO STUDS •C' BOLT INTO FOUNDATION 'D• BOLT EMBEMDENT HD2A (2) 5/8' DIA. C1) 5/8' DIA. 16' HD5A (2) 3/4' DIA. (1) 5/8' DIA. 20' HD6A (2) 7/8' DIA. (1) 7/8' DIA. 20' (3) 7/.8' ' DIA. ' (I) 7/8' DIA. (1) 7 /8'DIA. 20" 24' — ANA HD10A (4) 7/8' DIA 0 >< 71 'A' HOLDOWN BRACKET BOLTS THRU STUDS EXTERIOR SHTG (1) SIDE. NO PANEL EDGES FROM WALL DOT PL TO �.. FNDTN. RIM JST . HOLDOWN BOLT IN FNDTN ALLTHREAD W/ 90 DEG, HOOK. FNDTN FTG & WALL REINF, MIN PER LOCAL BLDG CODE 'A' HOL DOWN BRACKET BOLTS THRU STUDS — EXTERIOR SHTG (1) SIDE — 'C' HOL DOWN BOLT IN FNDTN ALLTHREAD W/ 90 DEG. HOOK OR SIMPSON SSTB BOLT FNDTN FTG I. WALL REINF. MIN PER LOCAL BLDG CODE PROVIDE DBL STUDS 2 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 JST PARALLEL OR PERP. TO WALL PROVIDE DBL STUDS @ 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' D.C. STUD SPCG & 6' O.C. FOR 24° O.C. SPCG. SAME SIZE NAILS AS EDGE NAILS. INTERIOR PANEL EDGES: PROVIDE DBL STUDS. NATL STUDS TOGETHER WITH 16d @ 6° O.C. L -SHEAR WALL 1/2' DIA AD'S— SEE SHEAR WALL SCHEDULE FOR MAX SPCG. @ SHEAR WALL. EMBED ALL A.B.'S MIN 7' INTO FNDTN, PER UDC 1806.6 INTERMEDIATE STUDS NAIL SPCG 12' D.C. FOR 16' O.C. STUD SPCC & 6' O.C. FOR 24' D.C. SPCC. SAME SIZE NAILS AS EDGE NAILS. INTERIOR PANEL EDGES' PROVIDE DBL STUDS. NAIL STUDS TOGETHER WITH 10d @ 6' D.C. 1/2' DIA A.B.'S-- SEE SHEAR WALL SCHEDULE FOR MAX SPCC, @ SHEAR WALL. EMBED ALL A.B.'S MIN 7' INTO FNDTN. PER UBC 1806.6 @ HORIZ PANEL EDGES PROVIDE 2x4 or 2x6 FLAT. NAIL WITH PANEL EDGE NAILING. — -- u L @ HORIZ PANEL EDGES PROVIDE 2x4 or 2x6 FLAT. NAIL WITH PANEL EDGE NAILING. z Z z6 m %C M m 0 r m N m m 1 A *r X74 EXTERIOR SHTG (1) SIDE SIMPSON - STHD14 HOLDOWN W/ (38) 16d SINKE FNDTN FTG & WALL REINF. MIN PER LOCAL BLDG— CODE PROVIDE DBL STUDS @ HOLDOWNS. LOCATE HOLDOWNS AT SHEAR WALL EDGES OR AS CLOSE TO EDGES AS FRAMING PERMITS. NAIL STUDS TOGETHER WITH 16d @ 6' D.C. PANEL EDGE NAIL SPCG PER SHEAR WALL SCHEDULE NAIL SHTG TO TOP PLTS SIM TO WALL EDGE NAILING (I) #4 BAR MIN 12' @ STRAP L UNN. LUNT, 2X TO LOWER ROOF MEMBERS WITH (2) 16d NAILS, CONN UPPER SHTG OR SLATS TO 2X W/ 8d @ 6" O.C. —SHEAR WALL ti INTERMEDIATE STUDS' NAIL SPCG 12° O.C. FOR 16' O.C. STUD SPCG & 6' O.C. FOR 24' D.C. SPCG. SAME SIZE NAILS AS EDGE NAILS. 1/2' DIA. A,B,'S. SEE SHEAR WALL' SCHEDULE FOR MAX, SPCG. @ SHEAR WALL. EMBED ALL A.D'S MIN 7' INTO' FNDTN, PER UBC 1806.6 INTERIOR PANEL EDGES, PROVIDE DBL STUDS. NAIL STUDS TOGETHER WITH 16d @ 6' D.C. STRUCTURAL DOCUMENTS - USING 1997 UBC Cl Y ; , Wx.,f ANDREWS ENGINEERING - Structural Engineering 4924 109 St. S.W. Suite A Lakewood, WA 98499 (253) -3475 @ H❑RIZ PANEL EDGES PROVIDE 2X4 OR 2X6 FLAT. NAIL WITH PANEL EDGE NAILING. NHD #120 -M 16XX 19 AVE. S. URIEN, WAT IF Project No. 99262 N \ i4 �7 — — ti O • Fc,nd conCre'[E mon 42n Ave _ N- Hue" ,n , inl MC r ks ( tVater ) \ 4, \ q � ,h ,Z OO S. 146th 51 3/21; 00 �--- Found 2" br. disk 1 GRAPHIC SCALE 20 0 '0 20 FEET ) r inch = . n 529.5 I �) \\ \4 ' N`. nn LEGEND P Cl� `\) Concrete Monument in Case Monument Tack in Lead or Nail & Dick Bronze plug Set rebar w /aap #23604 Found pipe or rebar Hydrant ,,, Power pole 4.' , e'ci;l;,con free Iii Catch t�sir Gas Vol .xi L c .cr manhole 0, 5to0n drain monholc ater meter Four l rebar w /cap #176,3' 0.4U So_ & 0 37' Ecst 6 25' ROW TO BE DEDICATED TO THE CITY OF TUKWILA e,, TEMPORAY TURN — AROUND UNTIL ROADWAY EXTENDED. \-new ole GARAGE F.F.E.= 252.50 / \ - — 47.8 HOUSE F.F.E. = .249.00 CUT =128CY GARAGE F,F.E.= 248.50 770 sq.ft EX SS 103.59 \- -re ,?480-- Parcel 3 8,079 sq.ft. C.O. 7 o. NO PARKING SIGN (TYPICAL) _ J SJI N mil) -Ia rim e!ev. = 2 i9.3 i; 0 o 4 2 :+ aloe marker ro north edge asphalt marks (Water) S 88 °02'25" E `F `v "Blue" pain 70 254 3 1 3i -2Q' MN. —E - "r'eallow" paint marks (Gas ?) So. 14 -8th St. A Z 2 66 ?h �h Parcel 1 2 6 8,080 sq,ft, 4 2 62 4.5 00 0° 14' _ of MIN. elevated porch _ 13X.88" SS I 35 - 2 12' MIN. 103.57 S 88'05'43" E 129,57 103.62 5' strip dedicated to the City of Tukwila Existing house #4261 2 "1,2 2 1 26].1 I r -- X90 - E �L 10' 3\ 38LF TRENC EX. 4" SSS y 103.58 S 88 E 1 ' Parcel 4 MIN. 8,285 sq. /t; / - j4:E3 24 .3 / / 18LF TRENC _ _ HOUSE V I 05___- -IV 1 „0 F.F.E. = 245.0_ 1 'N I I c -._ h� - • CUT = BOGY i -- -- i \ I GARAGE - m EX. 4” SE ri F.F.E. =24 "2.50 , 18LF TREND 21' a1 ebar w/ cop #23604 2' north of deed corner 27'3.4 S 46 245.5 a 2 0 0 269.6 243.7 2� -) k f 224.5 Set rebar"w /cap #23604 (typ) -- 10' SANITARY SEWER EASEMENT v � M � 0' SANITARY SEWER EASEMENT CATCH BASIN (TYP) 36.5 FIGURE C.2.F TYPICAL DOWNSPOUT DISPERSION TRENCH NTS 5700 sq. ft. >70059,13. PLAN VIEW OF ROOF NTS :a n y,"! 1 "• /4 "washed rock Q 24' min TRENCH X- SECTION level outlet slope small catch basin or yard drain Iin2x10' Lj level trenches Type ICS - standard —C}— dispersion trench w/ notched grade board length 10' per 700 sq. ft. of roof area, see Figure 4.2.2.0 of the Sudace Water Design Mani � EXnIfl ES 9 JAN 20 Ci1'r DF Tl!!;h;ii ,ION ,..:i 11111; DALEY- MORROW- POBLETE, INC. 726 AUBURN WAY NORTH AUBURN, WASHINGTON 98002 PHONE: (253) 333-2200. FAX: (253) 333 -2206 L.) ENGINEERING - SURVEYING LAND PLANNING These plans have been reviewed by the Puh Walks Department for conformance with current City siondards. Acceptance is subject •o errors and omissions which do not authoris-; 17,' io of adopted etz,derds or ordinances - - aib�Jtty for d J-cy of thede$ignre;,, h the designs :.'ons, dIMYOns or . se C-SW this Void ice and , a of rev J gs for c cl a Final uc... :r,anco Is subject to 110 1 .r...7uC1iun the Public Works utilities Inspector. Date: o By: 1l � / Corec4on i-irti.er I :t 2000 - 119 RECEIVED CITY OF TUKWIIA PERMI CENTER NORTHWEST DEVELOPMENT OF SEATTLE, INC P 0. 6O 5.' SE', '1.F. WA 98'.31 PH: (206) 246 _, r;','., (206) 246 -5327 NORTHWEST DEVELOPMENT OF SEATTLE, INC. NORTHWEST HOME SITE 3 DRAINAGE PLAN .. BPA " ' = 2 0 ' 77 t,G;sas 7 Cr ) ry. m' 4,'- FLA. concrete min aj y > O Q ro o a c z u r Found • br. disk A/hole 3 ' 21 . GRAPHIC SCALE 20 0 10 20 ilics 'and O \� LEGEND [B Concrete Monument in Case - 1 - Monument `.� Tack in Lead or Nail & Disk ? Bronze plug O Set rebar w /cap #2360 • Found pipe or rebar a' Hydrant ▪ Power pole >C N 42nd Ave. S " BIue" paint marks (Water) S. 146th SY 5/21/00 o GM1 529.50' q� O L o O. a, ° o pl /- „1 CONSTRUCTION � ��-270 round Febar vv/gop #17663 25' ROW TO BE 00°Ogd CITY OF TUKWILA e6 g DEDICATED TO THE ( IN FEET ) 1 inch 20 ft Deddu Oils Tree Evergreen Tree EiG Catch Basin Cos Valve Water Volve S sewer manhole !1 storm drain manhole water meter EX. 4" S55 103.58 • 261.5 2 2.61.2 `'p MIN. GARAGE F.F.E. = 252.50 247.8 HOUSE F, F.E. = 2.49.00 OUTS128CY GARAGE F. F.E. = 248.50 F.F.E. = 242.50 HOUSE F. F.E. = 2 53.00 CUT= 200CY i 46.2 Existing house #42261 8' MIN. S 88 °05'43" E ry S 88 °0543" E 17 ' Parcel 4 24.59 - MIN 8,285 sq.75. 44.8 . 245.3 HOUSE 103.59 1 _ Parcel 3 8,079 sq,ft. 40 TEMPORAY TURN- AROUND UNTIL ROADWAY EXTENDED. SSMH 20 -19 eV. = 239.3 N N o c� X11 -F water valve marker 'Yellow" paint marks (Gas ?) So. 148th St. GNI v _ north edge asphalt 'S S 88 °02'25" E " -W "Blue" paint marks (Water) Parcel 1 8.080 sq.-Ft 6 a o� 12 south edge U; rL [asphalt elevated porch it 261.1 2.'4 103.62 - - EX 8" SS 128.62 T1 > 5' strip dedicated to the City of Tukwila = g 3 .0 o 29 1£ -xebar w/ cop #23604 wm ♦ 2' north of deed corner . - 273.4 #23604 (typ) S 88 °05'43" E 128.57 ._ 10' SANITARY SEWER EASEMENT 3' ro '45.9 36.5 103.57 234.5 MIN. Set reb w /cap w In C7 z CLEARING LIMITS (TOP) 10' SANITARY SEWER EASEMENT 2 43'kT FENCE (TYPICAL) EROSION AND SEDIMENT CON1900 N0 IES: 1. APPROVAL OF THIS EROSION AND SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G., 5170 AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE. REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT /ESC SUPERVISOR 1 :NTIL ALI. CONSTRUCTION 15 APPROVED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY A CONTINUOUS LENGTH OF SURVEY TAPE (OR FENCING, IT REQUIRED) PRIOR TO CONSTRUCTION. DIJRIN''5 THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT /ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST OE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO .AS 10 ENSURE THAT THE TRANSPORT OF SEDIMENT TO - ;URFALE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED. 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL NE UPGRADED AS NEEDED FOR AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G., ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND LILT FENCES, ETC ). 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT /ESC SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHAI.I.. BE KEPT ME '. CEKLY REVIEWS OF THE ESC FACILITIES DURING THE WET SEASON (OCT. 1 TO APRIL 30) AND OF MONTHLY REVIEWS DURING THE DRY SEASON (MAY I TO SEPT. 30). 7. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WLT SEASON OR SEVEN DAYS DARING THE LSRY SEASON SHA .L BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 8. ANY AREA NEEDING ESC MEASURES NOT REQUIRING IMMEDIATE ATTENTION SHALL BE ADDRESSED WITHIN FIFTEEN (15) D-/YS. 9. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR 'WITHIN FORTY -EIGHT (48) HOURS FOLLOWING A STORM EVLNIT. 10. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE ELLAttED PRIOR "0 PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM. II. STABILIZED CO'ISTRUCTIIONI ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJEC1. ADDIT'JNI AL MEASURE5, SUCH AS WASH PADS. MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS AWE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 12. ANY PERMANENT FLOW CONTROL FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AHD SHALL PR4 VIDE ADEQUATE '':TOIAGE CAPACITY. IF THE FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE - TEMPORARY FACILITY MUST BE GRADED SO THAT THE BOTTOM AND SIDES ARE AT I. EAST i1-IREE FEET AROSE THE FINAL GRADE OFTHE PERMANENT FACILITY. 13. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF 2 TO 3 INCHES. 14. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENI"IEV WHICH ONES CAN BE SEEDED IN PREPARATION RDA 1 HE W : RAINS. r115T RRFT I PEAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED .-I AIL BE SUBMITTED TEL THE ODES INSPECTOR. THE DOES INSPECTOR CAN REQUIRE SEEDING OF ADDITIONAL AREAS IN ORDER TO PROTECT SURFACE WATERS. ADJACENT PROPERTIES, OR DRAINAGE FACII-ITIES. JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS 6' MAX. POST SPACING MAY BE (NCR , TED TO 8' iF WIRE BACKING IS USED NOTE: FI FABRIC FENCES SHALL BE !NSTA' LED ALONG CONTOUR 'NHENFVFR POSSIBLE MAINTENANCE STANDARDS: I. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 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 CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE AND /OR REMOVE THE TRAPPED SEDIMENT. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT IS 6 HIGH. 5. IF THE FILTER FABRIC HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. SILT FENCE with LINEAR TRENCH N. TS. %A, %\ STANDARD STRENGTH FILTER FABRIC v doe voe, ,nvA p e n Op MAINTENANCE STANDARDS: (R MINIMUM 45,4" TRENCH BACKFILL TRENCH WITH / NATIVE SOIL OR 3/4 " -1.5' WASHED GRAVEL / GRATE -I I - 1-�� o v /%\ e o 4 A V „\,•••,/,, ov CATCH BASIN Ao'6A • e e • /// 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 OF SLOPES. 2. REGULAR MAINTENANCE IS CRITICAL. UNLIKE MANY FORMS OF PROTECTION HUT FAIL GRADUALLY, CATCH BASIN PROTECTION WILL FAIL SUDDENLY AND COMPLETELY IF NOT MAINTAINED PROPERLY. FILTER FABRIC INLET PROTECTION N.T.S. 2 5 x2" BY 14 Ga. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED I. ANY ACCUMULATED SEDIMENT ON OR AROUND THE FILTER FABRIC PROTECTION SHALL BE REMOVED IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVED WITH WATER, AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL ON -SITE OR HAULED OFF -SITE, FILTER FABRIC 2 "x4" WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT EXIST. - GEOTEXTII E' GROUND EXIST. GROUND NOTE: 2 DALEY- MORROW - POBLETE, INC 725 AUBURN WAY NORTH AUBURN, WASHINGTON 98002 PHONE: (253) 333- -2200, EAR: (253) 333 - -2206 r 1� ENGINEERING - SURVEYING LAND PLANNING iecT r 12" I.IININ (MUM 0o coov000wcno 4' r0 8" QUARRY SPAI.LS c° o� w o ° c o s ° o °v o2b o000 DA -'• N- 'A\ r N\- 45\ PUBLIC PIG' - - OF - WAY AS PER KING COUNTY 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 SO THAT RUNOFF DRAINS OFF THE PAO. wa STABILIZED CONSTRUCTION ENTRANCE N. T.S. !/y It AECEIVEO CITY OF TUKWILA PERMIT CENTER NORTHWEST DEVELOPMENT OF SEATTLE. INC. 0 _ BOX 58628 SEATTLE, '5r Pet 0i P11' (206) 246 - -5366 FAx (2.I) ;"2 NORTHWEST DEVELOPMENT OF SEATTLE, INC. NORTHWEST HOME SITE ' IN, ti r ( PLAN, 1N NOLO AND ! Ent u. . 1 1111 Il, 2000 1 "f 00 -120