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HomeMy WebLinkAboutPermit D2000-177 - FOSTERVIEW ESTATES - LOT 17 - NEW SINGLE FAMILY RESIDENCEFOSTERVIEW ESTATES LOT 17 D2000-177 City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CON_.TRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRE'_, APPLICANT IS PROCEEDING AT THEIR OWN RI'SI:. Parcel No: 261200 -0170 Address: 4258 S 137 PL Suite No: Location: Category: NSFR Type: DEVPERM Zoning: Const Type: Occupancy: DWELLING Gas /Elec.: UBC: 1997 Units: 001 Fire Protection: Setbacks: North: .0 South: .0 East: .0 West: .0 Water: 125 Sewer: VALVUE Wetlands: Slopes: Streams: Contractor License No: DUJARD *204L0 OCCUPANT FOSTERVIEW ESTATES - LOT 17 Phone: 4258 5 137 PL, TUKWILA, WA 9818E OWNER DUJARDIN DEVELOPMENT CO Phone: 425 -334 -5018 PO BOX 5 EVERETT WA 98206 CONTACT JOHN KAPPLER Phone: 425- 641 -5320 14311 SE 16 ST, BELLEVLIE WA 98007 CONTRACTOR DUJARDIN DEVELOPMENT CO PO BOX 1059, SNOHOMISH WA 98291 k**** *k• ****•k************* ****** ***k* * **k******* *kk *kkk**** ****** ****k**-k ******** Permit Description: CONSTRLICTION OF A 2,246 SO FT SINGLE FAMILY RESIDENCE INCLUDING 950 SO FT UNFINISHED BASEMENT, 503 SO FT ATTACHED GARAGE, 80 S0 FT UNCOVERED DECK AREA.AND .155 SO FT COVERED DECK AREA. (BASE PLAN NO. D2000 -059) PUBLIC WORKS ACTIVITES INCLLIDE: ACCESS, LAND ALTERING AND STORM DRAINAGE. PROJECT UNDER WATER DISTRICT #125:AND VALVUE SEWER DISTRICT. *•k* ** *•k *k *k:k ***;** lekk k* **k** ****** ;+:kk•k:l•k:* *k*** *• *** *** *k * *** *• *** *`k **kk *•k***** *kk. Construction Valuation: $ 221,418.50 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: JJS 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: 56 Fill: 36 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' kkk** k***** kk* k***** k*** k*** k********* k*** k* k * *kk *k*** * ** *•k * * ** ****kkkk *k** TOTAL DEVELOPMENT PERMIT FEES: $ // 1,791.95 k* k* k• k*•k*'k*•k********' kkk* * *•k **** k* k k **** k +/'k k k' kkk* k **•k* ** k * *k* *•k'k *k* *•kk'k**'k***** ** ** Permit Center Authorized Signature: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work wi11 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 rmi Signature:_ Print Name:_ DEVELOPMENT PERMIT (206) 431 -3670 Permit No: D2000 -177 Status: ISSUED Issued: 09/06 /2000 Expires: 03/05/2001 Date: f 4 Date: . I 'C) This permit shall become lull and void If the work. i };. t Co 111enCeo within 180 days from o the date of, issuance, fir if the work _ u.i, renUed or abandoned for a period of 180 day from tilt' in . ;.;e!'t. r; w rz ' � o 0 co w N LL w o ' El -J El o , I— I— 0 Z ILI al U 0 0 N I- ww Z LL f" 0 , w z U O z Address: 4258 S 137 PL Suite: Tenant: Type: DEVPERM Parcel #: 261200 -0 CITY OF TUKWILA , Permit No: D2000••177 Status: ISSUED Applied: 06/01/2000 Issued: 09/06/2000 *1.*'Akki **. i• k• k****1.*I t***• A :l• *'k *kltA•k•A•k•kA•*A•k• kit** *'•k*A* 1 *1.L•k*kkkkk•1.* *•k*VAkAAAA* Permit.: Conditions: 1. No changes will be made to the plans unless approved by the Engineer: and the Tukwila Building Division. ?_. Engineered truss drawings and..ca lcu.lations ,shall be on site and a v a i l a b l e to .the: b u i l d i n g inspector for 'inspection purposes. Docu,mertts shall bear the seal and signature of a Washington State Professionai Engineer. Any expose{ ilnsulat,ions ` backingmat'erial .. shall have a Flame Spread Rating of 25 less, and material shall bear identi -- fication,sh"owing the fire performance rating thereof. n' . All construction •t be done ..1n4 confornrance.with 'approv'ed p1ans;an'd requirements of the Uniform Building Code :(1997', Edition) as amended, Uniform Mechanical Code (1997' Edition) and Washington State Energy GodeA1997 Edition). 5 . Pluibfng permits shall: obtained through the Seattle-Kin County Department:of .P,ublic . Plumbing will: be inspicted, that agency, "including aj1 gas piping (296 4722) { , r' 6. Notify then City, of- Tukwila Bui ld'i`ng ( Division prior to pl'acting any concrete.. This ;procedure. is , -in addition to -a r e specra1 inspection 7 Al<1 ,wood, to remain ;•in'placed- concr ete shall be treated wood 8. Validity o'f Permit. The .issuance of a pe or approval, o plans, 'spec,ifications / , and computations shall not be con strued to -• b e a; ,permit for, or an•approval of, ,any violatio of any of the provisions of the ,building code or of a others :ordinance`Fof the jurisdiction. No' permit presim ing t. give `.,authority "to, v i o l ate or cancel the provi`s i ons of this' code st)al l he vali-d. 9 . There sha,l1 be no occupancy of the b u i l d i n g ( s ) until the final ins•pection`.?has been completed by the' Tukwila, Building Inspector 10. All construction noise to be in Compliance with chapter 8.22 of the City of Tukwila Municipal >•Code. A copy can be obtained at City ,fiat l in the office of; the Ci ty,:,C-lerk. 11. All permits, inspection records, and approved-'plans shall be available at the job' site prior to_ the :.start of any con - struction. These documents are to be inaintaincd and avail - able until final inspection approval is granted. 12. kA * ** PUBLIC WORKS •k•kk•kk CONTRACTOR SHALL FOLLOW ALL RECOMMENDATIONS OF MAY l2, 2000 FOSTERVIEW ESTATES SUMMARY REPORT, GEOTECHNICAL ISSUES COMPILED BY TERRA ASSOCITES, INC., DECEMBER 16, 1998 AND ALL THE CONDITIONS OF FOSTERVIEW ESTATES PLAT L99- 0018, SEE SHEET 4 OF 4 WHICH 1S ATTACHED AND MADE PART OF THIS PERMIT. PRIOR TO FINAL SIGN -OFF THE GEOTECHNICAL ENGINEER 1S TO PROVIDE CERTIFICATION THAT THE WORK; HAS BEEN I fr 1 i f 1 c el 0 0 w J w 0 u_ coD = 0 ' I- w z 0 1- W np U c H =w iii z U= Off" z ACCOMPLISHED IN ACC DANCE WITH BTHE GEOTECHNICAL" RECOMMENDATIONS. Al 'STORM DRAINAGE PIPES SHALL BE ASTM - -O 3034 SANITARY SEWER PIPE WITH GASKETED JOINTS OR ADS N -12 PIPE. THE GEOTECHNICAL ENGINEER SHALL PROVIDE A CERTIFICATION THAT THE WORK HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH GEOTECHNICAL RECOMMENDATIONS. Temporary erosion ;control measures shall be implemented as the first order of business to prevent sedimentation off - site or into existing storm drainage facilities . . 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. 14. 'Driveways shall comply "with. Ci ty- residential standards. Driveway width shall be a 10'. minimum and 2O' ;maximum. Slope shall be a maximum:of 15%« Turning radii shat be a minimum of five feet. 15. The driveway sha 11 be designed and sloped so that drainage from the dr;lveway:.does'- not flow : onto the existing road surface/ TRENCH DRAIN °`ACROSS THE DRIVEWAY BEFORE ENTRANCE TO THE. GARAGEREQUIRED 16. Work affecting traffic flows shall ~ '. be closely coordinated with -` the' City Utilities "Ins pector. Traffic Controls sha.1!1 be. submitted to the Inspector for prior approval 17. "FROI ,OCTOBER 1. THROUGH: APRIL, 30, COVER ANY SLOPES AND STOCKPILES' <THAT ARE :3H 1V' O,R STEEPER.AND HAVE A VERTICAL' "' RISE OF 10 FEET OR''h1ORE ``AND. WILL BE UNWORlZED FOR GREATER THAN' 12 'HOURS :DURING THIS TIME' `PERIOD, ° COVER OR MULCH OTHER DISTURBED AREAS, , IF` WILL BE UNWORKED MORE THAN 2 ,DAYS. COVE,RED MATERIAL MUST BE STOCKPILED ON SITE AT THE 'BEGINNING OF THIS PERIOD'. INSPECT AND MAINTAIN THIS STABILIZATION WEEKLY AND .IMMEDIATELY BEFORE, 'DURING AND ` IMMEDIATELY 'FOLLOWING STORMS. FROM `MAY 1,,;l' UROUGH SEPTEMBER 30, "� INSPECT 'AND MAINTAIN TEMPORARY. EROSION PREVENTION AND SEDIMENT, AT LEAST MONTHLY ALL DISTURBED AREAS "0f= THE SITE SHALL BE PERMANENTLY STABILIZED PRIOR =,iTO FINAL CONSTRUCTION APPROVAL. 18. CONTRACTOR'cSHALL NOTIFY PUBLIC WORKS 'UTILTIY INSPECTOR MR. GREG VILLANUEVA @ (206)433-0179 OF COMMENCEMENT AND ;' .COMPLETION OF WORI• AT LEAST 24 `HOURS , IN ADVANCE. **•k*•k BUILDING DEPARTMENT k *.•kk Z U 0 0 w w w O D. ° w Z o ` uj O N 0 I- = 0 I- • z : U � 0 Description of work to be done: 40» 6 FK Palm se.. PAn Z 20D0 - 0.c Type of work: ❑ New Single- Family Residence ❑ Addition - Single - Family Residence ❑ Interior Remodel- Single- Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: op Sewer ❑ Septic (King County Health Dept. approval required - 296 - 4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Square Footage: 41,0 sq. ft. Dwelling I39 sq. ft. Covered Deck(s) Proposed 'L2 sq. ft. Garage /Carport 1 sq. ft. Accessory Structure(s) (P sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) Aiii ' City State /Zip: 'For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling ' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. Project Name/T s-kr_-viP,,,) Es lam.. Lb/- [7 Value of Construction: Site Address: 4a53 .`I-A 137`` City State /Zip: Tax Parcel Number: 2.1 0170 Prop Owner: U al l ki Demi o P Pne d Co Phone: 41.5- ,33q-,5D) a Stre dd (' x 530 ��e� City State /Zip: + , �P 9 R 2nln Fax #: '-f1 �3 -i�q ( Co ctor: U ard , ,i/t✓1 o Phone: abnV r Street Ad ss: L. City State /Zip: Fax #: „ Architect i. Ie r 1 h► City State /Zip: t 7 6-el kvix w1 1)O Phone: 47}3 i - 532D Fax #:. 2,5-10 1 - 5 31 Stree Addres 1 4?)11 I IQ neer: En i I/ 4.:c. 1�1ef 7.1 / L)C— Phone: 4 - 25 — .71 - 0 21 2 treat %5 19 Ale. IA) .)1 4 rAni ity State /Zip: s L)» c?W7L Fa #: - 775 3 Con t Persoon C A / Phon Street Address; �'J1 'e-_ City State /Zip: Fax #: I • R STAFF USE ONLY h ermit Number: Me J�. .y }, ` kg Single - Family Residential Permit Application CITY OF TUI - `'VILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Project Number: Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. . PLI C ANT ,REQUEST :FORPUBLIC m SITE/CIVIL PLAN P FOLLOWING f� f x .,,, , (Additional reviews shall b`"e deterined.by,the : Works. Department) rf = ?' . �s ; le ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Size(s): 0 Fill cubic yds. Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application apceptyi � Dar plicatlr e Appgag Mken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM SFPERMIT.DOC 2/13/97 4z1 �•wnrrnw>..nwia n� �id�rarfva. + o'u Z ~ w 6 U 00 UJ J = w U- Q W = Z = 1- Z I— w W n O - u 2 � w LO Z O ~ Z ?BU /L'DING;OWNER<OR-AUTHORIZEDAGEr T .. , ' " Signature: (0 0i(t .. Date: IS '22-0T) Print name: 'ENC t,t L CAC-V- Phone: Fax #: Address: A ._ 1 t . City /State /Zip: ALL SINGLE-FAMILY RESIDENTIAL PERMIT APPLICATIONS MUST BE S BMITTED WITH THE FOLLO ING: • DRAWINGS PREPARED BY IEGISTERED ARCHITECT OR PRO, 3SIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a), Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ` ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, z downspouts and foundation drains, and where drains tie -in. z 7. Parking plan. w 8. Lowest building elevation (if in Flood Control Zone). 6 re : 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. v p so 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. co 0 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the J z shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). N u- 12. Identify location of high water mark of the Green /Duwamish River if sites located within 200' of the w 0 high water mark. 2 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form u_ a H -9). u ❑ Foundation plan and details 1 _ ❑ Floor plan z ~ ❑ Roof plan w W ❑ Building elevations (all views) 2 m ❑ Building height . p N ❑ : Building cross - section w ~ w ❑ Structural framing plans and details necessary to completely describe construction = 1--17- L I ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available al z at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. o o ~ ❑ 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 ". 'Bullding /Authorized Agent Ifthe applicant is other than the •owner, registered architect/engineer, or'contractor licensed', by the;State of Washington a notarized letter from the' property owner authonzing the agent to submit this pe ►nit application and' Y obtain tl e•permit. wiii'be;requlred as part,of.this submittal {. ;., , .....:N. £` . :{ .;air Y t ` 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPERMIT.DOC 2/13/V7 z Project: Type of nspection: Address: 1— (9k n : Liz. c`3 s i3s► Date ca mil- Z- Special instructions: Date wanted: �- C1 — Z--a a.m. p.m. Requester: Phone: `1 3 Sc1— I mot/ Approved per applicable codes. INSPECTION RECORD Retain a copy with permit COMMENTS: P R 2_ lcl� R 6 0T k F tL T( (LI v1 U In •ector. Date: REINSPECTION FEE REQ IRED. Prior to insp tion, fee must be paid 0 Southcenter Blvd., Suite '0. CaII to schedule inspection. Receipt No: Date: INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 206)431 -3670 PERMIT NO. Corrections required prior to approval. :k».�i$��1�. flame. u':: F f<.. t= t�S: i �' �. �. ��' y?:: Sl�� �` �i� ,'��i�'�t•.�iri�Yd:���i� 7:K`SU:1 �..+t. v, i,rv»rvt.�wfs+n'.u;as'N xk : iS6ti`lea,. tardrkhdG2wY:;r'Y:.'.0.6,∎ vt, t 2s.5'�f kik re 2 00, N 0 !. CO w : 9 W O ga to � I—O Z t—', M U 0 O N `. 0 I- W W` V , I1 Z, H 0 F —': Z LA Approved per applicable codes. Project;.-- 5T \J (& Address:�� Special instructions: LOT ('7 Date called: C r 17 o Date wanted: a.m. P.m. Requester: Phone: Corrections required prior to approval. &` V [ Date: Inspector: cLAS c, SQ poi of iLc INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Type of Inspection: PERMIT NO. (206)431 -367 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reins ection. 46.y +. :tJ.i+G� �,caf'i,i31, d' x31.!d,3i+:kltox,olx.i'� o%'A$wawkh s_ vsi:;iS�e11 i. Project: r s-ter o'eto f a t I Type o_ spe lion: 15161 f. Address: t � r1 S 137 O Date called: e rn o /o I Special instructions: Date wanted: c� / a ) Jo 1 all p.m. Requester: Phone: ya. ) .D'30 - 96 a c/ 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 El Approved per applicable codes. PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: 1; 1 edovl try, l F a of roQrA L re'r t tea • 2) S) LJ \ "VOci trc QperoVr?� r. I t1 3) 0 In( �Cl�a Ur," IQ rouecr Inspector: (";4„0,,- 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: tL,.c4wti:.t6•2i4a 5;1 '414i{W:f.J,+.,7.'4i,:ih Plt.i.P∎aplott 2Wnd.+,:b:44 te % tii.LE•rrt Pt.Lk7„c;iir Proj t: A J Type of Inspection:, 1 Address: 4Z f3- . /31 PI Dat called: $ -to al Special instructions: Date wanted: 0 -- — O/ a.m. P.m. Requester: �, / �fi Aid Phone: INSPECTION RECORD Retain copy with permit INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: •.wit .,6rpy. Date: e S 9/d $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: ^.,care, wiwitv,` Xi6:'a. *'1c' ', 2c.4..3...,,iilafa .fBa. r.�.i 11zfireed .**ItYzaW" :S�{a SMI' i`= �i1:ba c- Lla.:wl.�1iY'r In.:.b'Xw.:l'+au,exrr'Ge4't1�4 +/AUX0..;Lifi'442 irs".. aM4i+.:a6 stl�runc +a1,., ,t, fly i 1ru ta : 0 U) 0 fAw N LL` W O . • Q :` 0 . Z '. Z I— LL! uj 3 ' Q I- 111 111' l— — tl. tut) ' = 0 t• z Project: F c srE 12 VIE W - I_cT' l Type of Inspecti6n: =r)-1 L,3Ct l \ b,o r Address: L-4 aS g s 1 3 �7 PI-- Date called:, ' 0// / o : l Special instructions: Datefwante I /s ei p.m. Requester: 6-16Vil Phone: x-125 - 330 — c► to ot-I INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. at 6300 Southcenter Blvd., SGite 100. CaII to schedule reinspection. INSPECTION RECORD Retain a copy with permit 22o6o -r1l PERMIT NO. (206)431 -3670 Y Corrections required prior to approval. COMMENTS: "T(7 /1 Date: A _ / . 0/ $47.00 REINS P CTION FEE IjtQUIRED. Prior to inspection, fee must be paid Receipt. No: Date: Y. f;. j. vt .4:,b 'a;, +l41xl�w+:�.4�:aS�u.s to • W` uj uj O g Q = Cy H al Z w w + 2 0E- W W . H H • O I11 Z ; ift Z INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Blvd, #100, Tukwila, WA 98188 Pro ct: 1- C2-1 tz-1 -1 -7 Address: 4 - , t 3) Q C..- Special instructions: Type of Inspection: A- CA vn.7- Date called: ° - C Date wanted: �3 U -O I p.m. Requester: Co 1z c7 Phone: COMMENTS: Avw,to f _. 5� S ' s ' ✓ 1s P (p 3 $' /. - o te_ 01-/-- Cimi Inspect El $47.00 at 630 I Receipt No: Date: - Q 4-� INSPECTION FEE EQUIRED. Prior o inspection, fee must be paid uthcenter Blvd., St4te 100. Call to s hedule reinspection. Date: Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 1 r1 PERMIT NO. (206)431 -3670 El Corrections required prior to approval. ..f 17a :11wm.�LW ry4a:. ro :. . . •. sklYr+!&tfxSuti :•..+Stir +l+;ctit fr1f i Ak c- :Mk ".�6'r »kd«.tri+dt!1w4��1 +: : F .r.. r...lG�u.'.,..h- �*?aiVrFtlSi rtr.tW,. ur W 4- • Q • : CO w 9 w 0 g Q N � d;. W; Z �. 0 Z I-t U co oI- I- I I— Z iii Et Z COMMENTS: (l, ..}_ - r WS -- 2 Sr orm ; .0 S P 4 i c — ARPI4WEfa... <._ r^ a. . L-r w\ ' a- S - e,--■ i,..1 s ,.0.0o4 , a ) 1 Ce - ApP2eivF� C? 5 t c €6 sywHR w l' Date wanted: to !x/40 / p.m. Requesg .6 4 Phone: 4/25 33) -9beg Project:, e, i ,P �� -LY17 Type of Inspection: iatla4' S‘ Add j c � �+ "t; T�SD So- 137t2.1/ duS; ate called: r/� � 02 Special instructions: Date wanted: to !x/40 / p.m. Requesg .6 4 Phone: 4/25 33) -9beg Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO.' CITY OF TUKWILA BUILDING. DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. . (206)431 -3670 Corrections required prior to approval. 47.00 REINSPECT N FEE REQUIR Date: 8 3 Prior to inspection, fee must be paid at 6300 Southcentkr Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • �`2�°iu? . s t.ti�af` >» ecS ° ate �e Cz "weir :1:Era'acuA" " ai tir{. 'JO iinkWW.4.i141- +k 6.ti u <t Proje t: - 2 �` View ,� 17 Type of Inspection: 'e - /,1. d ,' i rtt, 5/M Address: . 1 -/x5`8 5 137 M. Date called: t. g 1..0/ Special instructions: : Date wanted: & p.m. Requester: ,� Phone: ❑ Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 COMMENTS: AM 7 ,7c /0 y iof2 y"fi, 11-7 , .W'€ r Date: A Corrections required prior to approval. REINSPECTI O FEE REQUIRED./p to inspection, fee must be paid �� 300 Southcenter Blvd., Suite 100. all to schedule reinspection. Receipt No: Date: �x�l.r+�aret+6.SS.�". ' ,: r•"' �i�Gk" lea' �ti�if&:$ �vsiJ" s6� .i "�.4 • , oiw;y:w,; � ,'r. ' m ,.� e. s.r:7..n. � • L�L.Jr4LVrt,� «'v5,!.:wY:rr114 sJ: - 4ia4 i. '7 i� fwah, "�atr�k +6aE.!i L!S %. ;.a. - '�tl ati'v' rrll•wro •�iI:cvt.W�rd t';'i.�t. - .Yw.., �"c"�We r.rw, +li, il.,: ea':r . � w � Ui C.) 0 ;. W = J W O g Q to 3 CJ Z F, 0 W ~ uj 0 O co 0 F_ Ww F ~ O Z . UN O• Z COMMENTS: t Y * - - - """ 1 tf P2 —L 1 CA/1•1 / i :• 77.; , ,, 'oticipection: 1 . A t 1 T....nst.t..t .,,,,... • Address: .'")::,.., ,.. L 5 g ' :.1...k.c..t L" t 0,0 ' .' / 9L -') JSIA L /IT/ Ov■J ic' OK_ Special instructions: - -e.-z - t ry \r\L:\ 8-eQ Date wanted: 6/i/n/ 1 a.m. • • Re uester: t i i Ph e: Lc 0 — %O Project: .. :• 77.; , ,, 'oticipection: 1 . A t 1 T....nst.t..t .,,,,... • Address: .'")::,.., ,.. L 5 g ' r •r• t ..,, .' / 9L ' Date called: 1/3/ )0/ Special instructions: Date wanted: 6/i/n/ a.m. • • Re uester: t i i Ph e: Lc 0 — %O ' 'INSPECTION RECORD' Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd, #100, Tukw4; -913188 PERMIT NO. (206)431-3670 Approved per applicable codes. 0 Corrections required prior to approval. • bl 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: talik1.146.012,Ye:,z, '-`40 2: te 2 Li3 o co 0 , w w O u- <: uJ 3: a . I— 0 Z I—. u; LU 2 a D C.) 0 0 CI 1—i tu : Z ILI (0 1 Z Prot � aa ; ' ‘(\11 eLD : f.' - - . ' 1 7 Type of Inspection: 1-r C -. k t t n-- ■ h4 + At \elP re' � v A dte s: G X 5 �� �� Date c.Il � 1 r �l l J 1 r ,�• Special C � instructions: 'G Tee- 0( 1rP(,f ,hGi1►rot e v i - e . Y'Gt v , ►, e r n tnn v' `k-e 40 e 5 DA? • +:m• ( . At p I m. Requester: ( - Phone: .jo_ n (PD L COMMENTS: I.,1 ' — Y S\Piar plat I live PAX 4 (l l'2 ,2: 1 ���11 ` S�#'t) U Y^ eAr-e Dot in• ( fl i I 1 n ci n-- ■ h4 + At \elP re' � 1 r� 3.Pr T ,Gv� 1 r oU�F4 1115"- ..1 ( - 1 y r.s' trn % s - c n ve'- ( ) roo vv■ 3' COYV -uhf 1 nnr, I'?PG SL �Y Ow. S r wo��� L-\/ Z -) Vv1r , 1 'No rr ) ' -/t `t" C)o-\' w c _ 2 L r"iPl 'G Tee- 0( 1rP(,f ,hGi1►rot e v i - e . Y'Gt v , ►, e r n tnn v' `k-e 40 e 5 i ahna C 1Z- 1.6Su 1°14 , Date: �_201� a 1 Inspector: Y, I a'r...x; e+vn - -^�(a �T'� .nr+•r ✓z±'•< yr7 • " •-•TF -7 • ? INS \ OECTION REC RD' Retain a. copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION Approved . per applicable codes. PERMIT NO. (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. 1 Receipt No: Date: �: •'�' "' •i r tV���L v'�:s �i.. i iiQf4:a.�di3.if ik' t '. ."•b6'1:1 A&lY.f. .:• i.: � iyL{n i32S�YtimtT.wYi.'+.:lf r.>z:t.'JSG_°d.awaAA'a ' f;ht' ka:WAan;aZ. s'40 0.64» a a; it rate, z W 0 N o! t _5 1 = j W O J LL <. !7 Z� 1— O z H' W W ':. 0 Xi 0 0 W ` F V! W 5 Uj z Project: � riSiemit etA ) I Type of Ins ectiV n YP P q S)eur (-Oa ( I Address r S 1 1i ?I Date called: 7 Special instructions: Date wanted: a.m. Requester: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: S )Neo r Loot k c o l ^r iso s e \'e c ev for Sic ske wr l5 G147 ,p tr1- a �1 bvcci Inspector:.'' Date: _ ^ 6 , I E $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: INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. PERMIT NO. (206)431 -3670 k rk'sfi+.t�;r'>r X191€+. Y+�s�laii�:V1;1:�lAiNS>tiivua5� 1'r.,�ir5 .?eYotx;� Project: _ (' C / 70 5 ->Y V VICt.;� 7 Type of Inspeco ` C arc Address: `9,9S s /3 i1 Da ca ed: , -7/ cr 1 Special instructions: Date w nted: (P / O Of a.m. .m. Req ster: k-i[ P o-/ INSPECTION RECORD Retain a copy with permit INSPECTION NO 'CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. J CO r2Gf A ) wea4 ` - Qredt, - h 5 ' fi rth ca w'p (-e+Q pL'I" corAle J kou Wa il - 9er 7 i -016A - 2. -1'3 k wts MISS( . \pas w ' ter 173 T .Tk v\ AO v66 y t p U P r c W1t• L )app S 2 ) 3 )\Pc4r (.1) Lk 10(Ci(.e W;sSth rota N ' 1 a ., blo co wy Inspector:, L Date: d Q _ E $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at _ Southcenter Blvd., r..:._ 100 Call to schedule reinspection. No: Date: 'Receipt ;.'s ,404 ° :: v ^X? lk. i:rlC :�al"x3v, ecttr&:J "4•�:.1xtwo Y�J1R:., ixt4 L3 i ::; t6:Ly..4;4. 0t ,n U °alo- e3 fi uk�ar 4k z ?_ ; iri ryiL't�.e.6�.: t�Xll ebG+NN +t®V� Yd 4 b"4A:41i iA4.4 il'.ud'laMk`r�GF.t. z tv W CO w ` tl w 0 LLQ =a . W H O z w w ' V O N 0 I- WW = v . • _ Z , Z� 1 It / Y i INSPECTION RECORD ' Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188, Approved per applicable codes. 1771 Corrections required prior to approval. COMMENTS: f' LW � 11Pr r .L l I C) \I-- uurcA Y I in Inspector: ��?^ e-2airi,c2ros Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee_must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule rinspection. Date: I Receipt No: i4Crr; grit .`t".rs� .44 a'y`5 4 V4 1 dtiy :: k9.'i4er5 T °�Cbn.'sJ - ..:.�:Sn51h. J;+, +�3:t:`�A` wda s a.',: • .14;. �sG mEna `. >G.adY .3 ,t r ct+tt k.w ,r Proect: ' f o.S +v VW-'J - L o * -l7 T of Inspectio : T l K t (v 4v S / 7 : � at c�d /a � 9 : 4 Special instructions: D to w me : i a.m. R ester: t t i'/ / ,...lL _ � /1 -/S P e rr -? 04 _ COMMENTS: / '' - ilf -1 C-"E:be-A .-?e/Z C — 4 /9 14 /6 . s ? e i r ee_5 rrl'h°I `.. —2._ -e / ,...lL _ � /1 -/S , I / /vi ,2 ( /7 ()-7---, S`3 Cam- ,-, 7/4-., ... ../...-e-, c , r Inspector: n, M /mail Date: 'INSPECTION RECORD ' Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. 0 $47. NSPECTION F EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., uite 100. Call to schedule reinspection. Receipt No: Date: g.021 + ` b'tt tgAIVI VNAi:p'4 :'%x 2�e 11,Wo riitt a atArA kti xr :;;4isi1 ,:44:1;( 4.1 +. tlt O ; Ili al mo o''; U 0 N 0I— o uJ iN' r- 0 /— z P T of Inspe iiori v 'y 1;~,_ 1�J4 LC.._ I r�V /Et ,j or1 Address: 1 -12-5 - 13 S 1 3 7 P Date al d: A lio off Special instructions: Date _ � �w 1 �m, (� l p. Req ster: 70 ✓ L i Phone: INSPECTION NO. INSPECTI6N RECOR�u' . . Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA:' 98188 PERMIT NO. Approved per applicable codes. Corrections required priorfto approval. COMMENTS: S -3 s Pei IN NI 55 t 41 4 'Prom aPernt» p \cj i r ( C.) r7 r6Veg Pe - k +row c 4` v\-Q1 � v\5efr -,- a v‘ Inspector: Date: �^ 1 J $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: "..orm :isk°.F . i'b C'i Wvatak : b% Wda lg:Stt..0 4 r fAf.Y. i 'L.'�n }� a it;Say,21 ..104540.L.1Wbtr3,e1' x. '�k 11 $M / 'di»•f,�.1.�FSR . �.;Yn%Ia',L:a a�w:C." :«�.4d7a�aral It N LL;. wo LL Q z 1 W . P, ui U O N ' 0 W W' ti O Cu N : 0 Project: ? e t ate,✓ /hi— T e of Inspection: -t.e..4 /1 d r, 54,,b Addr s � s: Date called: �V+' Special instructions: G a/1.4 etvv y_._ 7 i 5,2 PV0 `t ' crdf GiC..4 Date wa t : / G, f l '.-40/ p.m. Request Phone: proved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Corrections required prior to approval. COMMENTS: U� t.� $ 00 REINSPEC N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: ...6.:iailf :dx.E.Af�1t . i/a ' 44410 .i{ %'`. B.JS:41.04v Lws4f SAI:44 +.bir'. '•. Z c6 V; v 0 : N W '. g J; CO 0 ' U W W H 11 = . 0 I– z Pro t y.,,_k Typ of lnspection Address: ips�3 o, iA Pl . Date call e • ) l Special instructions .' Date wante /3/01 Reque tgr: Pho : s INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: ---)Aj/V‘ Date: 44_ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: t o ,� Z+:Y v i�r',:F• F �emt+h,dx'iAdrf `�maW,v.'sliddJaiti$'k't�4t`'�i IX 2 7 V'' 00 t!) W , W O ; g J LL' Z F-`. uj W 2 !O xt O I—' W W ' El Z O Project: '"'-" 0 ... v'' _AK Type of Ins • ectiow— -:. A. ...✓ ' Address: � / Date called: /� Special instructitfns: Date wanted: U_ D --�' y" l a.m. p.m. Requester: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -36 Corrections required prior to approval. COMMENTS: Ell $4 REINSPECTIbN FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: i• r " ..,....S <4.ltn�. mi-: ai3J.onw .euwufst£J.u.+ �4a'::kf2i+ltsi4.W..iii:u6� 'r.�a�,t :8'u:<u+wa` ^•t! L±'d5 •r r .z.� L, gitsai &lYrGi+e'tS�iiG >7,ii. s7 ?!!. + b: G1< u! ai.hG'..�t.aw,d,da�,a,.rhX:i4nw vi -'� COMMENTS: Tye of Inspection: I ' Address: ,g, 3 y , 1Y•. ?/ . • &ifr.l 1-v snt lv. - 41,1c La , v, @ 1 ePtryt4'w-"I (.m• P.m. R uester:, C i rns Phone: (-45 - 330 - 9G0 y • • Project: r-• • Tye of Inspection: I ' Address: ,g, 3 y , 1Y•. ?/ . Date called: c::•//.3/0 / Special instructions: i,G ( c Date an ed: Y/o / (.m• P.m. R uester:, C i rns Phone: (-45 - 330 - 9G0 y 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 -36 Approved per applicable codes. IIRCorrections required prior to approval. Inspector( Date: • ) J j $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.v .. a..::.4•m..Sia'�: .,Lk.1f.�41',� aWL+,£iY.i l*rAU. '3..trtiu�.�tu,i's4m I.?2iiif�llk ;`,k 1'uiikiS rakii '+.t uJr.,4:ax+'iti�wrPfi+ ;. +abri Nu���iy,o Y?vM+`.u�rotiU.tiw±i:YY�.e xa�.� + «.sd ?:' 4 Prefect: P ) C4P,V O a of Ins ect'o : �` t v� t c �( '' VUu (l V ALA c _S- /-3 �17 1 p L . Date called: �'. /v / Sp cial instructions: al i Date wanted: a.m. 2 OI Requester: JaSO 4 Phone: Ob , a 5S-5I0-6 2 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 ! / DcZe0 — 17 PERMIT NO. (206)431 -3670' I M COMMENTS: Approved per applicable codes. Corrections required prior to approval. "ff." $47.00 REINSPECTION F F EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: .h.,it. Ce V 0 CO 0 CO W A W O ' u_ W '`, Z �. H 0 Z tU mo o o �! w 0, al co Z OH . z Pr � - C ' eil-V V/Ad Type of Inspection: n S .D A rest; 2.1 �a ;�t P■ D ate called: //o Special instructions: 1-or 17 Date wanted: a.m. It p.m. Requester: s i7/ Phone: fl Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: 7 (.) �t/L.(�A y . t • /. Ii .r. 7 —Y r e S, GU. C To S_0, r al 7a (o- -t0Q .c.s N. is J. 67-1-4A.m p 42 .6. , p Tt y Lt , f sn ,crag 4.1 S l•J Inspector: 6t/ Dy: ) 7d $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: . aikagaY.btramoMYtemAkas Ohr 6te.fM1*.skemosmrruurd ox _ t. ..L 1....rv ::4..r. tdi;.eilat ; Ail , eiay.)va., �.'.. . P , J' , J e II V e o I ectior . p Veg..g, j / s • r �� p C' ate called: �/� � I � '' Special instructions: �� 17 Date wanted: ( O f ca.m p.m. Requester: Phone 7 -,59-.2.4077 A pproved per applicable codes. INSPECTION RECORD Retain•acopy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA' 98188 PERMIT NO. (206)431 -3 Corrections required prior to approval. COMMENTS: Inspector ,� 4A_ ' , 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: Jl,W z .tia ` Ut «E,3 'RO k m4.ur bta.s 1> hm,1 ;, i.tn'! sw:41 Project: + 1 C�S'�`Pr�1�ety � � Type of nspecfi�(� �OuvvYtAJlr.,.. Uo ti S Address: �� Date called: C:3- 0 Special instructions: Date wanted: p.m. Requester: CdO n Phone: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 (206)431 -3670 Ap proved per applicable codes. 0 Corrections required prior to approval. COMMENTS: 1// k)c 1 I �s Giv\c Va Inspector: Date: 1 -q = $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ��7�a. "FF;4ti d.vtwi�2tiL...,t.,t <� „ti ",' ,.r,. S�u.:y4•:>e CNN eiM�at� r. aS.+a?i f. A�t1A ,4n+$.25:4lwroiP.Ikti4:x4 re 1 C.) 0 CO G CO W CO IL, W LL j 1 _ F- of O ' (- 'i 2 V Q N ; CI Z 0 Il Z U I 0 E- Z Project: .- i -..„ rOcAtY" k;tPut ) "IA 1 / r • - Type o TypfInspectition: \ t (M Date called: rOCA ( I-(i Address: L-kls s Special instructions: Date wanted: • t)-- a. iii `00`p Requester: -- t "*"\CASO ‘n Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. Ei Corrections required prior to approval. COMMENTS: 7-Ye r (-do\ I Lvcij ,Ara Inspector:1; - W oor d v._ Date: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: 14 Atiii&tliaii - -aulia& iiweil littudiAtiarau..410Afft.AaiAaa c ag d g Project: $4 v eta fr Tyee O of In �ec�on: � a . .�. � t�� S f ctv1G 1-icri Address: t ti5 . s. r3- 2 f• Date called: f z _ , c/ _ 0 G Special instructions: Date wanted: Z - ? n- OU a.m. p.m. Requester: JAS 6- Ph ne: ( -7 INSPECTION NO. Inspector: INSPECTION RECORD Retain a copy with permit - CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 0 Approved per applicable codes. 151 required prior to approval. COMMENTS: OwPV' L I &)04L ( iu t o 'ZewtO t1-C. 5 i 11 G pprO)( � �La .rfi 4, O-C v-t (As-Gt, n e Lja ki b`Lee i baC [ Wo, .� taN� rnvt I of (/ Calf ) 131 36 tr. Date: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: tn�''a�gri.BVSis.it$? •,• ,,• � �yi' y1a�_ �a�. an4�tfir. t;!. S:: n;,; 5J6e�. L. S�4�� '- ,•r ��-- tt7 a �,i'" • ie3 ` .14r4ws4, Air. J: 4■4& 4AiufSYid7.iw3C � -, �' : •'a!iifo'.ttSAd 41 Nil l4. n+ +4:Tm..r MalWv'4we 44.4ac .'4.6.+e42S 4.wn'404 w i b g ' , U O to 0 ` : WW wOE LL to 3 _ I— al 1-0 Z uj D 0 0 co o1 w w;i r. _ Z tai 0 z Project: rcs4 , e 1 of Type o e Typf In pc n: 'o c /r - t1, 'r7 Address: S s: • S8 1. R1 P1 Date called: IZ 1 00 Special instructions: Date wante Vim:) /2 —1 ''00 p.m. Requester: NTQS on P one: yas)3 (ito -7)g I INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWU.A BUILDING DIVISION 6300 SouthcenterBlvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 Approved per applicable codes. "eorrections required prior to approval. COMMENTS: ti SrP C4 10 ,r. C - ‘"Ccrr t h �, Inspector: n / J- 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: i , ' ^ Receipt No: Date: 4".w> : 4 ,2+1alW4:skir�il>ouroareghuivA!7tr` itx- 4, +ats x rstadi w,talgt .,...w wOdWYC6%''�a'" a " �'+•:.� , e1 a &' ` 4d41•LWl;{ll:3at +y"rd %:,4•a9c+a,# YlCua1.Ydln.:7;1't,SY�l' �iLtitW; t�F. �. �YasSA�: �5 ,1�'kt�r.Y`n,rSLsuJi /;i�i?�u�` a.�rkf.,' "v Fr!'vU. iifF:fi wit 0 nom' cn w co w ww Q O: LL Q ! I— al, w w ! U O —. D H w W' O, Ill Z 0 Z '1 %��R�� +� I. .hl.'ti „t��.1 �T`�'�S:.W ✓ +'Y. .. t�.., }_'T,'�ji�.r.31R+. y�.yr4r �.•�:: �, W1/. �.K'�1'�riG�1,t+,�L.�h��. r. �� :: ���'7 • \�l 7 ��� r � - J. '.Project Name 4 L/iO4. Address </ � ? , / 37 A Needs shift inspection Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: /fe.) /V ;II Authorized Signature t TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Retain_.current _inspection -- Approved without correction notice Approved with correction notice issued Steven M. Mullet, Mayor Thomas P. Keefe, Fire Chief Permit No. a c 000 ' / 77 Suite # 7 -./ / -0/ Date Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206. 575.4439 z w ce UO to O. w =' N LL wO gQ w z � 1- O z w U O. O N O 1- w uJ H: U —. 0 H O z This'Payment h* * * **"*k **•f k *rA 4.4 Account Code. 0.00x32.100 000/345.'830 0'00/306,904 060/342.400 442/3'42.400 200/3'22.100 000!345.830 CITY OF TUKWILA. WA 1r,;1NSieIT 'Number: R9800352 ,A Pavine`nt IMethodu. (;NECK Not Permit No ;: D2000 -177 Pa-'6e 1 Ala ` -01 7 0 ite, Address: 42 5B 'f 13:' 1.,791..95 D Zca)- I? k ** *4k*h:t:t.:k. * mpltl'!t; at,iun: DUJARD Type: I)EVPEit3 PL v. hh *4hf h *:i- *.t *k:t *A* 1 RANSNIT :r.k?r k *:t *A% *Ak.t4. .4* *4•. 1..791.95 09/06/00 09:36 IN DEVELOP Ini t: BLli 4 DEVELOPMENT PERMIT :Total 1 I• ees w 2,191.95 Total ALL Pmts: 2,191..95 Balance: „ 00 4* *** '. kq1 *•t * *,5 * **.A* t * *' **:14:4*:14 *a4* A - ,% ;a1,*t*•k Dasor1[1tloll 'BUILDING U.) NG RES. PLAN CHIC C'I; - UTILITY S.f Y1E 8 MG SURCHARGE tN51'. FEI •- UTILIT`! Ili P °t.'EE STORM DRAIN LAND ALTERING PERMIT FEE L.ANU ALTERING PLAN CHECK Amount 1,-676.95 4 -0.00 4.50 1 5.00 15.00 37.00 23.50 U v O, CI ' W N LL; W O ; q � DO IL Q Z O uj 2 DI co Hi W W ; Z � UN O z k.4 lct44.•k It: 8•, 11 *.t ** .A4•. , *•a kd .\ *•.1*i.4 *'.4* *4*. • A4-14•r A• *Ar* A• h•. k .14*4'11r.*14*+4•k4r•A•k4 1l4: ; CITY OF TUKWILA. NA -, -- ` - ( •rfrt .ileiSt4I,f *•• •Ad ** * * **i* A14*A *d.*•*+fi`f'•A +r .Aoc•b•AA* *:4A.A *A•k•A *• +r:1 . .4 *e1 *•A•44!khA•Ack ** ** S4, IRANSfdIT _14umber: 119800293 .Arnaetnl,„ 400.00 O6/O.1 /00 11:27 1'„vment Method: CHECK file tdt; ion': OUJARDIN DEVELOP ):riit: 11.13 ~ f rnvityNo: :[)2000 -177 1'vi. DC')PE:RM DEVELOPMENT PE,RM3:T Parcel No 261200- 017 S• i t • e :fl d d r e s: 4258 141,7 ..Lb4,...,,. To 1711 Fees., 1,986.25 his' t 400.00 TUtz?i ALL Pints: tl X100 13 ;tlance: 1,586 25 *.t *tt*4::tt **1. *A*,t,A• k* kt4*+ F*d**** k. 1. 4#:1 t.* k*** a4*• 1Ait :.A.A *A * * **i...k *arAAA * •k Account:.' Code Desci — i n is ton Ainoktn is 000! 1'L.F1N :CHECK DES 400.00 I'c Vann 4867 06 /06 9717 TOTAL 1600•00 17^-1 -, .7717 ,t ,. '. t,.r ?'•! 1".'.`470,1FTi' f .'i7:177 . iT- ` ��ar - � r Frtz� Y�`, 3� �4'i. 14riDi . ' ' � � :7 yi .,.... b.. �i ... J,.a A4.t:: „.wx<.,:.. ti71 S..0 thraa +.,:fyr�.«fri .?!,u , 1:.�xKi +2 ;� 3 :�..wrtr. k + :w +?e., �• 4 Jkr 3:..d. :4riw0-3 4: a 1! !i r6 2 UJ §, OD CO W, W ( Di _ LL Q: LU v 33 = WW U. H 111 co, cp BG Wall R13 Batt 2' depth BG Slab On Grade Slab R5 2' horizontal % %';_oor R19 vented Joist 16oc ;: Glazing @11% * *vinyl clr /air .4 WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 07/12/80 4 FILE: K: \ \KAA \ \99\ \99090 \ \9909022.WS Homeowner: Builder: Site: DUJARDIN PLAN #2246 J COMPONENT PERFORMANCE ENERGY BUDGET REFERENCE DESIGN Component - BG Wall 2' BG Slab 2' On Grade Slab Floor Glazing @15% Doors AG Wall Ceiling, Attic Infiltration PROPOSED DESIGN COMPONENTS Component Description REFERENCE 689 10.85 Analyst: MATT MERCER Jurisdiction: Utility: House Type: Single Family Floor Area: 3196 ft2 Weather Data: Seattle, WA Climate Zone: 1 The PROPOSED design *COMPLIES* with 1997 WA State Energy Code. PROPOSED 630 Btu /hr -F 10.66 kWh /ft2 -yr Reference Value U -0.043 F -0.690 F -0.540 U -0.041 U -0.650 U -0.390 U -0.062 U -0.036 ACH -0.350 Reference UA 689.0 Value U -0.056 F -0.673 F -0.700 U -0.041 U -0.520 X Area = UA X Area = UA Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non - standard values - check calculation of thermal value. Page 1 HOUSE ID: 99090.22 µ 270 11.6 28ft 19.3 114ft 61.6 1307 53.6 479.4 311.6 38.0 14.8 2733 169.4 1307 47.1 30008ft3( 192.2) 270 15.1 28ft 18.8 114ft 79.8 1307 53.6 340.0 176.8 V) w ' • u. w o Q 2 LL Q ( H w w U 0 N ;. 0 w F 0 Z ? V 1 • • • ~. z - �� I. WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT FILE: K: \ \KAA \ \99\ \99090 \ \9909022.WS Doors AG Wall Ceiling Infiltration Struc Mass HEATING /COOLING /VENTILATING SYSTEMS Heating System Type: Make: System Efficiency: Modified Efficiency: Design ACH: Design Load(at 44F dt): Duct Losses(% Dsn Load): Total Load: System Size(Output): SUPPLY RETURN Average Annual Heat: Annual Cost: Ventilation System: Cooling System: SEER: Cooling Load(at 4F dt): System Size( %Over): Annual Cool Requirement: Solar Access: PROPOSED DUCT SYSTEM Wood 1 3/8 ", solid flush R19 STD Lap Wood R13 STD Lap Wood R30 blown Attic STD baffled Standard Air Sealing Light Frame, Sheetrock walls Location Vented crawlspace Attic or garage PROPOSED Gas Furnace DEFAULT 78 % 0 61 % 0 0.60 43682 Btu /hr 9998 Btu /hr (23 %) 53680 Btu /hr 80500 Btu /hr (150 %) 169 MBtu $ 946 Integrated Spot & Whole House 0.0 () Btu /hr tons ( @125 %) kWh /yr Partially Shaded Page 2 R- 8.0 R- 8.0 U -0.390 U -0.062 U -0.082 U -0.036 ACH -0.350 Proposed UA M- 3.000 3196 Avg Rvalue Surface Area 639.2 ft2 127.8 ft2 07/12/80 HOUSE ID: 99090.22 38.0 14.8 559 34.7 2313 189.7 1307 47.1 30008ft3 (192.2) 630.3 9588 WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 07/12/80 FILE: K:\\KAA\\99\\99090\\9909022.WS HOUSE ID: 99090.22 PROPOSED North : 170.0ft2 Northwest : West 85.0 Southwest : Economic and energy consumption estimates are designed for comparative purposes only. Actual cost for heating will vary depending on weather conditions, occupant lifestyle and other factors. Page 3 _Kapp ler Associat JOB NAME: JOB NUMBER Copyright 1994 Architects Dujardin Development Fosterview Estates Plan 2246 DATE: BY: 1/24/00 99090.22 MJM WINDOW TOTALS ROOM NAME WIDTH (IN FEET) HEIGHT (IN FEET) AREA (IN SQUARE FEET) QUANTITY (HOW MANY) TOTAL AREA (IN SQUARE FEET) TOTALS (IN SQUARE FEET) MAIN FLOOR - LIVING 5.00 5.00 25.00 1.00 25.00 DINING 5.00 5.00 25.00 1.00 25.00 KITCHEN 4.00 3.92 15.68 1.00 15.68 NOOK 6.00 6.67 40.02 1.00 40.02 FAMILY 7.00 5.00 35.00 1.00 35.00 TOTAL MAIN 140.70 UPPER FLOOR M. BEDROOM 7.00 4.00 28.00 1.00 28.00 M.BATH 2.50 3.00 7.50 1.00 7.50 BEDROOM #2 5.00 4.00 20.00 1.00 20.00 BEDROOM #3 5.00 4.00 20.00 1.00 20.00 BEDROOM #3 2.00 3.00 6.00 1.00 6.00 OFFICE 2.00 3.00 6.00 2.00 12.00 OFFICE 7.00 4.00 28.00 1.00 28.00 ' TOTAL UPPER 121.50 SUMMARY TOTAL GLAZING SQ. FT. 262.20 TOTAL HOUSE SQ. FT. 2,246.00 Glazing % 11.7% 7/12/00 9909022 - Glazing.xls Jamieson Consulting Job No. 20181 RETAINING WALL FOR FOSTERVIEW ESTATES TUKWILLA, WASHINGTON NOTE: This stamp applies to the members and assemblies described in these calculations only and is only valid if it is a wet stamp. JAMIESON CONSULTING CONSULTING ENGINEERS PROJECT MANAGEMENT 733 7TH AVE, STE 108 KIRKLAND WA 98033 (425) 803 -2581 FAX 803 -3289 JC JAAIIESON CONSLLI'ING Consulting Engineering & Project ,bfancgernent 901 KIRKLAND AVE STE B•1 • KIRKLAND WA 98033 '' 803.2581 • FAX (425) 803.3289 INPUT 35 0.267 TYPICAL CANTILEVERED RETAINING WALL 4,67 a 50 w4 0,67 w 0.67 t 0.67 toe 0.67 heel Lf fs fs2 Lf /3 X 2Lf /3 Fk FS Mot Mr Mu W w2 w3 x1 x2 x3 x4 NAME OUTPUT UNITS COMMENT EFP # /ft3 Cf 5.34 2.01 1,495 1,732 0.67 0.42 1.34 499 207 1.519 888 1,349 1,010 1,094 375 467 202 1.67 1.00 1,00 1,00 ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # # - ft # - ft # - ft ft ft ft ft /lax 1r0K' d-4" 4e Cock Foor%v( spos dotelz. ()#4 416" -t 3 g--r- D 367 41a: 143/ Zitta I 02 A = 2 JOB NAME FOVITIWEW JOE NC. 2 r el Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing 4 6 E1 v) N o By DATE SHEET NO. ' OF e 8`' 5 S' "DJz (Z) #4 TOP 3 r "CLERZ F Vf1 l AM ?ProfS'ecTst N _il I NG JOS NAME �1 Consulting IES Engineering C bfanagement 2,° r e� BY l�1 Z JOB NO. „901 KIRKLAND AVE STE B•1 • KIRKLAND WA 98033 4425) - 803.2581 • FAX (425) 803.3289 DATE SHEET NO. Z OF TYPICAL CANTILEVERED RETAINING WALL INPUT NAME OUTPUT UNITS COMMENT 35 EFP # / ft3 Equivalent fluid pressure 0.267 Cf Coefficient of friction against sliding (includes Factor of Safety of 1.5) 5.33 a ft Height of earth above "base" 50 w4 # Weight on top of wall 0.67 w ft Wall thickness 0.67 t ft Footing thickness 0,50 toe ft Length of toe 1.33 heel ft Length of heel H 6.00 ft Overall height of equivalent fluid Lf 2.50 ft Total footing width fs 1,643 # / ft2 Soil bearing if X Is In mid 1/3 fs2 1,724 # / ft2 Soil bearing if X is not in mid 1/3 Lf /3 0,83 ft X 0.65 ft Location of resultant force 2Lf /3 1.66 ft F 630 # Total horizontal force Fk 180 # Net sliding force per foot FS 1.871 Net factor against overturning Mot 1,260 # - ft Overturning moment Mr 2,358 # - ft Resisting moment Mu 1,502 # - ft Ultimate moment for concrete design W 1,685 # Total weight on footing w1 851 # Soil weight on heel (120 pcf) w2 533 # Weight of wall w3 251 # Weight of footing x1 1.83 ft x2 0.83 ft x3 1.25 ft x4 0.83 ft Z5C0 l = o0 (5/ 1(4 1.5 ,1I/ STEEL 5p4A) Fog 5a1)/46 A 0,4-4 d_ 23 Ma ZD. 3 K 20� 3Ctz7 GIY1a�= 1,7(/i3) ■ C>44--rop tr 42/ IL tat I l= • J -lb t act ZEVP5 1 / 1 C.Atz C) "kg jt 6 a 0.67 w 0.67 t 2.00 toe 0.83 heel H 6.67 Lf 3.50 fs 1,155 fs2 1,246 Lf /3 1,17 X 0.85 2Lf /3 2.33 F 1,079 Fk 654 FS 1.515 Mot 2,631 Mr 3,985 Mu 3,672 W 1,591 w1 639 w2 600 w3 351 x1 3.08 x2 2.33 x3 1.75 JAMIESON CONSULTING Consulting Engineering & Project Management 101 K1BKLAND AVE STE B.1 • KIRKLAND WA 98033 1 "9 803 -2581 • FAX (425) 803.3289 TYPICAL CANTILEVERED RETAINING WALL w/ 50 psf vehicle surcharge INPUT NAME OUTPUT UNITS COMMENT 35 EFP # /ft3 0.267 Cf ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft = z5co p51 .6l4= 4o ,�51 Ai a &- 3r6,7/ d 4 & grog . Pik ' " 4-6 1 'orc, Mar: 1 W=47 5143/4)& roomti6 SP4A15 /-/p,2 (ZO/J74 JOB NAME F057Z f itA JOB N0. 2 O ( G/ DATE SHEET NO. 4, 0r. Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety = 1.5) Height of earth above "base" Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment • Resisting moment Ultimate moment for c ncrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing s ' III�('I�II 2 • !.0" BY 7›. (2)44 4 -rDP 1 I .S• V Y irI /z • or s). 4 cr i, • 2)& To & 8 /0" .:::.ti,'s:»u4 1..'.;:i t:.r}:ii.i.'.X6i°a:>u - eaA i•�.J.i.'•:i *..+.- :. d,41. 4i.lti CO W uJ O t it 3 CS,, I— al g. I o IIJ 3 p O � O I - u j (u V „ iii Z 0 N O I Z JC i901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 1425) 803.2581 • FAX (425) 803-3289 INPUT 35 0.267 7.33 0.67 0.67 1.33 2.00 JAMIESON CONSli.A.'ING Consulting Engineering & Project Management TYPICAL CANTILEVERED RETAINING WALL w/ 50 psf vehicle surcharge NAME OUTPUT EFP Cf a w toe heel H 8.00 Lf 4.00 fs 1,770 fs2 1,831 Lf /3 1.33 X 1.09 2Lf /3 2.66 F 1,487 Fk 687 FS 1.754 Mot 4,330 Mr 7,595 Mu 6,189 W 2,994 w1 1859 w2 733 w3 402 x1 3.00 x2 1.66 x3 2.00 UNITS # / ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft 25c0 Psi _ 'O Ksl u= 6 d =6" 45= 0.37/e/ FmiD tI // 2. - 4 Gr /2 ae, C, //=2,S"` 5.25' . rcrrl / SPANS /-/ozz L=22' b " a /I 42'1 1 g" • (3) JOE NAME ^V /E/ JOB NO. 20/6/ BY 7).1z-- DATE SHEET N0,........... OF COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety = 1.5) Height of earth above "base" Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing If X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing r • 1'4" 0 • $ • y J JAMIESON CONSL..,fING Consulting Engineering & Project Management ,901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 ' S ) 803.2581 • FAX (425) 803-3289 - CANTILEVERED RETAINING WALL W/ BASE SLAB INPUT NAME OUTPUT 35 EFP 8 a 0.67 w 0.67 t 2.08 toe 0.67 heel H 8.00 Lf 3.42 fs 1,314 fs2 1,406 Lf /3 1.14 X 0.85 2Lf /3 2.28 F 1,120 FS 1.507 Mot 2,987 Mr 4,501 Mu 5,077 W 1 ,787 w1 643 w2 800 w3 343 x1 3.08 x2 2.41 x3 1.71 # - ft # - ft # - ft ft ft ft - 25C0 71 � y M40 KS/ 5,07x' a=ct , ,= 0,37,4) 4 &tor'OrC, ,?,tz) ",41" Foe #¢s tz o, c, 4 . 2,� / UNITS COMMENT # / ft3 Equivalent fluid pressure ft Height of earth above base slab ft Wall thickness ft Footing thickness ft Length of toe ft Length of heel ft Overall height of equivalent fluid ft Total footing width # / ft2 Soil bearing if X is in mid 1/3 # / ft2 Soil bearing if X is not in mid 1/3 ft ft Location of resultant force ft Total horizontal force Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing JOB NAME F d / h. ,--V « W JOB NO. 2-e) /et BY TAJ z DATE SHEET NO. 5 OF • • • Ji/ „)( QN 5 (Z) 7oP E ll 1 ,t o 0,G, ‘n1 I /2 " A,2 ' J 6tia c, ().4 color �w 0 00 0 cow J mu: w O g Q = d 1—w zp' H O z �> V 0 ! ; O N W uj Vi 0 z, U N 0 z 901 KIRKLAND AVE STE B•1 • KIRKLAND WA 98033 (4251803.2581 • FAX (425) 803.3289 7c= 2500 Fsi 7 = 40 Ks l *4 bO KSl /(u = 9 l ` / 6 4 o.4/ JAMIESON CONSL �FING Consulting Engineering & Project Management - CANTILEVERED RETAINING WALL W/ BASE SLAB INPUT NAME OUTPUT UNITS COMMENT 35 EFP # / ft3 Equivalent fluid pressure 10 a ft Height of earth above base slab 0.67 w ft Wall thickness 0.83 t ft Footing thickness 2.25 toe ft Length of toe 1.25 heel ft Length of heel H 10,00 ft Overall height of equivalent fluid Lf 4.17 ft Total footing width fs 1,811 # / ft2 Soil bearing if X is in mid 1/3 fs2 1,932 # / ft2 Soil bearing if X is not in mid 1/3 Lf /3 1,39 ft X 1.04 ft Location of resultant force 2Lf /3 2.78 ft F 1,750 # Total horizontal force FS 1.539 Net factor against overturning Mot 5,833 # - ft Overturning moment Mr 8,979 # - ft Resisting moment Mu 9,917 # - ft Ultimate moment for concrete design W 3,019 # Total weight on footing w1 1500 # Soil weight on heel (120 pcf) w2 1001 # Weight of wall w3 519 # Weight of footing x1 3.54 ft -t x2 2.58 ft x3 2.08 ft JOE NAME r►' v IE W JOS NO. ZO / 8 i EY 7)4 Z DATE SHEET NO,, CD OF L. j; ( /z C,LR OS_J g 00 4X2 Gl(v " Or C , &)04- cavr 2.3 SI ( -3 oC ggam. 00 N C ! tow CO u- w0 2 g Q' _ ° _ _! ?1 ▪ 0 z 1— LU uf O N ▪ 1- W 0 , i ii Z ` ` - = z. 1 z JC INPUT 35 12 0.83 0.83 3.17 1.25 JAMIESON CONSL .DING Consulting Engineering & Project Management . 901 Fj 1RM..AND AVE STE B.1 • KIRKLAND WA 98033 - I' ^5) 803.2581 • FAX (425) 803.3289 CANTILEVERED RETAINING WALL W/ BASE SLAB 4. 1 Ink() NAME EFP a w toe heel H Lf fs fs2 Lf /3 x 2Lf /3 F FS Mot Mr Mu W w1 w2 w3 x1 x2 x3 2 OUTPUT UNITS COMMENT # / ft3 Equivalent fluid pressure ft Height of earth above base slab ft Wall thickness ft Footing thickness ft Length of toe ft Length of heel ft Overall height of equivalent fluid ft Total footing width # / ft2 Soil bearing if X is in mid 1/3 # / ft2 Soil bearing if X is not in mid 1/3 ft ft Location of resultant force ft # Total horizontal force Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (12Q pcf) Weight of wall Weight of footing 12.00 5.25 1,850 1,954 1.75 1.35 3.50 2,520 1.527 10,080 15,397 17,136 3,948 1800 1494 654 4.63 3.59 2.63 # - ft #- ft # - ft ft ft ft _c9 f(( #5 /4= /7z" :s" 4= 0,53,,vZ, / /ll) 1l/ 11 Fog ...4 /2'O,C, 7 / I o' JOB NAME FO5T VIEW JOB NO DATE SHEET NO., 7 OF • zoier N a. • • Z ! BY Z (4ToP • •...'- a CL2 k „ /o //- 3 JAMIESON CONSLaING Consulting Engineering c@ Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 - (425) 803.2581 • FAX (425) 803.3289 - CANTILEVERED RETAINING WALL W/ BASE SLAB 8/1108 so and 50 psf vehicle surcharge INPUT NAME OUTPUT UNITS COMMENT 35 EFP # / ft3 Equivalent fluid pressure 12 a ft Height of earth above base slab 0.83 w ft Wall thickness 0,83 t ft Footing thickness 3.33 toe ft Length of toe 1.83 heel ft Length of heel H 12.00 ft Overall height of equivalent fluid Lf 5.99 ft Total footing width fs 1,981 #1 ft2 Soil bearing if X is in mid 1/3 fs2 2,059 # / ft2 Soil bearing if X is not in mid 1/3 Lf /3 2.00 ft X 1.61 ft Location of resultant force 2Lf /3 3.99 ft F 3,120 # Total horizontal force FS 1,584 Net factor against overturning Mot 13,680 # - ft Overturning moment Mr 21,667 # - ft Resisting moment Mu 23,256 # - ft Ultimate moment for concrete design W 4,966 # Total weight on footing 7 ,L,.. w1 2727 # Soil weight on heel (120 Dcf) w2 1494 # Weight of wall w3 746 # Weight of footing x1 5.08 ft x2 3.75 ft x3 3.00 ft - Z5M PS/ i14 23,5 et 4=O,74, 45&.5dotc, � O PAID Pog -b 4 o 'o, c � � / �� toy Ik 14 -53 / - &v" t\O O ba JOB NAME FOIL. L tEW JOB NO. Ze PSI BY VJZ• DATE SHEET NO. IS OF 6 • (4or Vs r,e r _II III d44s''or(.., # 4G /o'D, C 3 , O tt 4' /0 0 NT5 /=/o" Nr 5 JC JAMIESON CONSL.�FING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B•1 • KIRKLAND WA 98033 - (425)'803-2581 • FAX (425) 803.3289 INPUT 35 0.267 7.33 50 0.67 0.67 0.67 2.50 TYPICAL CANTILEVERED RETAINING WALL NAME EFP Cf a w4 w toe heel Lf fs fs2 Lf /3 X 2Lf /3 Fk FS Mot Mr Mu w1 w2 w3 x1 x2 x3 x4 OUTPUT 8.00 3.84 1,788 1,789 1.28 1.26 2.56 1,120 221 2.416 2,987 7,215 3,906 3,368 2199 733 386 2.59 1.00 1.92 1.00 UNITS # / ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft 4' 'I u= 3,9K' dx-6" 4 ,3 4 e-a ll occ , F/ ' t /i fo,e- e /Or c, ih= 1.99' 4I75/ A1b ijT SUD//i&' ,v7 SPA7tJs NVT OF PAs( Ks JOB NAME JOB NO. BY DATE SHEET NO. OF COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete desi• n Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing 1 07 W Ng • • 311CL-72},Ii Jr' 5 1 Of' •t s (Z)4 rot d 4-G /D'or c, Z tl orC- x3'O' @8�oc, (s).#4- can: ►off ra.o �w 00: (00 w Ut u-: w 0 J ' u- (C I-w Z O I— i 2 D. U 0 , H I w V ■ Z U 'a 0 •., z JC , JAMIESON CONSLLrING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 - (425) 803 -2581 • FAX (425) 803.3289 INPUT 35 0.267 9.17 50 0.67 0.83 1.00 3.67 TYPICAL CANTILEVERED RETAINING WALL NAME OUTPUT UNITS EFP # /ft3 Cf a w4 w toe heel Lf fs fs2 Lf /3 X 2Lf /3 Fk FS Mot Mr Mu W w1 w2 w3 x1 x2 x3 x4 10.00 5.34 1,854 1,885 1.78 2.01 3.56 1,750 236 2.950 5,833 17,206 7,647 5,670 4038 917 664 3.50 1.33 2.67 1.33 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft Ic 4o , lulu= 765w ,45= O.47 b?/ 4 e 5r( S AID '" e 4/ D'b c, - /J?' 3i7' yv= 6751 /VO ,t/ ET SL(D /NG Fa,77A16 OPA-A /o,zfz, /UST P, ./ V6. JOB NAME JOB NO. BY DATE SHEET NO. OF COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete desig Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing 11 l?&O (z) 444 fop -4/ JC JOB NAME JOB NO. 4301 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803-2581 • FAX (425) 803 -3289 DATE INPUT 35 0,267 JAMIESON CONSULANG Consulting Engineering & Project Management 11.17 62 0.83 0.83 1.50 4.67 TYPICAL CANTILEVERED RETAINING WALL NAME EFP Cf a w4 w toe heel H 12.00 Lf 7.00 fs 1,850 fs2 1,969 Lf /3 2.33 X 2.91 2Lf /3 4.67 F 2,520 Fk 228 FS 3.476 Mot 10,080 Mr 35,033 Mu 13,821 W 8,584 w1 6260 w2 1391 w3 872 x1 4.67 x2 1.92 x3 3.50 x4 1.92 OUTPUT UNITS COMMENT # / ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft 2 PS/ 4 = 40 ,rsi 0 (4) / 1 /3.s3 de" 4 '4/ ,t 5 c 7'0. c, (6o) PAID 'W "FoE 49orc, u 475' =775 �D tJiT r,,/G SpAA /, (z, (0 N DF 7 0/4 �� 3 Ctg Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete desi Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing BY SHEET NO. OF • • 12146.0 14 4 &e lf fc , #-4&9dorc, I �Z n£LEA-a 5L_s /tor c, &R &cO df-et,(4'..otte,'/arc, (e)4. 4- cot'r • • f V" ry � N 10 4 C r5) T • TO: CONCRETE/MASONRY SUPPLIER COPIES TO CASCADE TESTI LABORATORY, INC. TESTING & INSPECTION . cNGINEERS 12919 N.E. 126TH PLACE KIRKLAND. WASHINGTON 98034 (425) 823 - 9800 EVERETT (425) 259 -0817 FIELD REPORT RECE MIX NO. FEB 14 2001 BUILDING ATTN: DEPARTMENT INSPECTION PERFORMED RESTEEL/CONCRETE _ RESTEEL ONLY RESTEELIMASONRY — STR.ST/WELDING OTHER — STR.ST /BOLTING rPa 101 CLIO 1 S SLUMP (INCHE ONTENT (%) LOCATION ARCHITECT ENGINEER WEATHER YES NO _ ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS REPORT PREVIOUS No. 106607 DATE iql PROJECT r0.54104. i � It S4q4 o qz S`l So 137 BLDG. PERMIT NO. OWNER 1L re I e (4) LOCATION IZONogO GAeca, � 1 00 DO tatS � 1.04- 1 CONTRACTOR CwIv►•RPt be (3) ITEMS INSPECTED X FOUNDATIONS - FOOTINGS _ SLAB - AUGER CAST PILES COLUMNS — DRILLED PIERS — WALLS — BEAMS DESIGN STRENGTH (Pc) TO - -. • ACED SPECIMENS E CYLINDER REPORT NO. £ea*IeJ i-J J,0 F:4;54-1.- Li.6.4010,1 4-o c-b.NO REMARKS: E ,r% 1 O al w O s' m; i4 4s ,tea. p P_.a.,a ;r. 044,04 (3 %c ) - - b to GO Al 14-41.0 I Lws LeJe pi¢. L o a-a Epo>i y l pox. USCdt Ld4.$ Strw�SON S J 4 / 1 TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL, WITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 8 /00 INSPECTOR(S), NAME(S) P�I�ED INSPECTOR SIGNATURE ' fr -- SIGNED BY (3R1 GC �1 -✓e�I �.�. CERT. NO. 01 - 77 TEMP. AT AM AT PM . H ., ..., vn. r.P „* 22'!wit.:' E F Z rew 00 O 0` rnw C0 . w 0. 2 fa ° I- W m : 0 Z � n o ' O N 0 H. W w I U. LL f- 0 : li Z : O Z I. IT, ;I 1 i l•I' y its► In t45 rrm on ,7'`g •A?4 929 ?.0 rrin g /S N ;, WgzarIP gei rWfar331 Tivd6,11 siaw 1 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. mail Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 RECEIVED Phone (425) 821 -7777 • Fax (425) 821 -4334 CITY OF TUKWILA DEC 1 8 2000 PERMIT CENTER FOOTING EXCAVATION EXAMINATION REPORT NOV /v DATE FOOTINGS EXAMINED r;.r4 (i crr I 2.0W? PROJECT NO. / a / S PROJECT NAME: 1 ''Trr1ur CONTRACTOR: 1 7.)tni n n-or nr DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: NOTES 1-2 .015 Er) t /PJ N C „I S FIAT 1 '7 "1 bIr_ Our representative has examined only the footing excavations listed above. The results of this examination are only valid for a period of 48 hours. If any change in the subgrade conditions occurs, we should be promptly notified. Any loosened soils observed in foundation areas due to construction activity or rainfall should be removed prior to concrete placement. SIGNATURE 3 141 ; l ;J TERRA ASSOCIATES REPRESENTATIVE TERRA ASSOCIATES, Inc. 1 )77 PROJECT LOCATION- I (nl <c..) c-.n, REPRESENTATIVE: (,c./L' C.:.0'111 t "D Uf35.tvr5( 'T 1)(3A /, /T l- - 7" E. /N 5 (YJ„ ,,.1 -\) (5(1- Ivy:— (• , -r1. );JS [x(?)s Q IJ•J r0,9 (,5 FUG- J. JT .2) )(.) C, COPY TO: : G r 1 ". U) 8 . CO W J F W 0 '. a , v ' W : Z 0 `: LU C.) I] 0 N , O W I-- Z ' V NI. FOOTING EXCAVATION ■ FIELD CONDITIONS NOTED r �_ .J L <�7c�? I"7 G )lr ",,, , Jr. �JII_.S i�XO)Ske. Ai ✓T (7fkst: 1k )4 LF_ f y ee.,,r,,,:,.J[l w_. C ' 1alr'h.f6r} I2t-t- :r z.4-n (JNC <.4T /:_ c /;-- r 1,-r I r n, ,, 0, -. ,, i- , J.vir s), / mail Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 RECEIVED Phone (425) 821 -7777 • Fax (425) 821 -4334 CITY OF TUKWILA DEC 1 8 2000 PERMIT CENTER FOOTING EXCAVATION EXAMINATION REPORT NOV /v DATE FOOTINGS EXAMINED r;.r4 (i crr I 2.0W? PROJECT NO. / a / S PROJECT NAME: 1 ''Trr1ur CONTRACTOR: 1 7.)tni n n-or nr DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: NOTES 1-2 .015 Er) t /PJ N C „I S FIAT 1 '7 "1 bIr_ Our representative has examined only the footing excavations listed above. The results of this examination are only valid for a period of 48 hours. If any change in the subgrade conditions occurs, we should be promptly notified. Any loosened soils observed in foundation areas due to construction activity or rainfall should be removed prior to concrete placement. SIGNATURE 3 141 ; l ;J TERRA ASSOCIATES REPRESENTATIVE TERRA ASSOCIATES, Inc. 1 )77 PROJECT LOCATION- I (nl <c..) c-.n, REPRESENTATIVE: (,c./L' C.:.0'111 t "D Uf35.tvr5( 'T 1)(3A /, /T l- - 7" E. /N 5 (YJ„ ,,.1 -\) (5(1- Ivy:— (• , -r1. );JS [x(?)s Q IJ•J r0,9 (,5 FUG- J. JT .2) )(.) C, COPY TO: : G r 1 ". U) 8 . CO W J F W 0 '. a , v ' W : Z 0 `: LU C.) I] 0 N , O W I-- Z ' V NI. DATE FOOTINGS EXAMINED /`rO46M13 Er'L I 2.0ar7 PROJECT NAME: CONTRACTOR: •► — THAT — 1 pit. t o5.T=revrEt� IN1 Arn.O,r/ SIGNATURE f , ,I,L:;43r2,= l TERRA ASSOCIATES REPRESENTATIVE ( • ,1 C {r5r . TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 FOOTING EXCAVATION EXAMINATION REPORT DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: LQT PROJECT NO PROJECT LOCATION: - in ier,- I. -A NOTES: , 3nsGr•) IIPJ t.J (. •o, - , ;j,.r s - r ,)OA 7 , 1T REPRESENTATIVE: ,pve. / ex/e.11ii ') nr . rr r,D - r f r 2. L 0 ; -'S, r >, r'Ar ,' t, c, COPY TO: r s' Tro' ,, ,,,a.�./ Fx12x,cra 1 ;.J Fc.., ,,.,(, S . - r - C.. AO /N.GI r "' Our representative has examined only the footing excavations listed above. The results of this examination are only valid for a period of 48 hours. If any change in the subgrade conditions occurs, we should be promptly notified. Any loosened soils observed in foundation areas due to construction activity or rainfall should be removed prior to concrete placement. �z000 -m FOOTING EXCAVATION FIELD CONDITIONS NOTED - rrfP Pe: , I';:)rr,,,,J C, <r (,.•c,-,r.,n, r)r-. SJIL., 1 P?cr•.rJ ■/Y:^ n1:/•. - sue - ' ))J L 6 (/))L //yy K Ud)F_ / -, wr C: )rtir .".e,=7 (2c c :( z.:- rte ;)NCrFTi:. cJi' / IT `- I r,. -.,.. n. --, f.) , , , -. ,vni r b. r S ». r_ DATE FOOTINGS EXAMINED /`rO46M13 Er'L I 2.0ar7 PROJECT NAME: CONTRACTOR: •► — THAT — 1 pit. t o5.T=revrEt� IN1 Arn.O,r/ SIGNATURE f , ,I,L:;43r2,= l TERRA ASSOCIATES REPRESENTATIVE ( • ,1 C {r5r . TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 FOOTING EXCAVATION EXAMINATION REPORT DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: LQT PROJECT NO PROJECT LOCATION: - in ier,- I. -A NOTES: , 3nsGr•) IIPJ t.J (. •o, - , ;j,.r s - r ,)OA 7 , 1T REPRESENTATIVE: ,pve. / ex/e.11ii ') nr . rr r,D - r f r 2. L 0 ; -'S, r >, r'Ar ,' t, c, COPY TO: r s' Tro' ,, ,,,a.�./ Fx12x,cra 1 ;.J Fc.., ,,.,(, S . - r - C.. AO /N.GI r "' Our representative has examined only the footing excavations listed above. The results of this examination are only valid for a period of 48 hours. If any change in the subgrade conditions occurs, we should be promptly notified. Any loosened soils observed in foundation areas due to construction activity or rainfall should be removed prior to concrete placement. �z000 -m DOCUMENT TITLE(S) (or transactions contained therein) 4 i t 1 it _ / 2. SECOND AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS, RESTRICTIONS, EASEMENTS AND RESERVATIONS FOR FOSTERVIEW ESTATES REFERENCE NUMBER(S) OF DOCUMENTS ASSIGNED OR RELEASED: N/A 6 • Additional reference #s on page of document(s) GRANTOR(S) (Last name first, then first name and initials) DUJARDIN DEVELOPMENT COMPANY, DECLARANT • Additional names on , a: a of document GRANTEE(S) (Last name first, then first name and initials) CHIC • IF 7'1 t � has placed the document of record as a customer courtesy DUJARDIN DEVELOPMENT COMPANY and accrpts no Ilataltry for he 9 l lftni r val�iry et • Additional names on page of document LEGAL DESCRIPTION (abbreviated i e , lot, block, plat or section, township, range) Portions of Government Lots 2 and 3, Section 15, Township 23 North, Range 4 East, W M , Portion of Tract 67, Riverside Interurban Tracts, Vol 10 of Plats, Page 74, and Portion of Tract 19, Fostoria Garden Tracts, Vol 9 of Plats, Page 95, in King County, Washington, also known as The Plat of Fosterview Estates, recorded under King County Recording No 20000505000735, Volume 194, Pages 062 -065 • Additional legal is on page of document ASSESSOR'S PROPERTY TAX PARCEL/ACCOUNT NUMBER 4 32313 490113x1 04AV518c ost40t413603 622 See Attached ❑ Assessor Tax # not yet assigned N 0 v N RETURN ADDRESS Brent Carson BUCK & GORDON 902 WATERFRONT PLACE 1011 WESTERN AVENUE SEATTLE, WA 98104 WASHINGTON STATE RECORDER'S Cover Sheet (Rcw 65 04) Y 1WPTU7ARDIDPFOSTER2NDAMEN D IMO.DOC II I i I I il, , II� 200 20314 CHICAGO TITLE 03/ 4 /2002 14 ' 32 KING COUNTY, yq 1 01xt.”0" rrin¢nr irt- rrgMlIVI'?k;ff tVIVII' igt1 ?�tu�RSa gram , resrr..nrrvr +.sw,...,r,..nrvx ,.,,r,,..+s; tiewsnoaM1.c�.gq.)se .t NAtI Kf41 ittei re 6 0 ' co 0 LU J L- w gQ co D = a1 F .w Z 1.- 1- 0 Z H W w U 0 0 � 0 H w W H � ; O ' il Z , 2 ' I:: F- z Y DV3ARDnJNOSrER2NDAMEN D 1MO.DOC SECOND AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS, RESTRICTIONS, EASEMENTS AND RESERVATIONS FOR FOSTERVIEW ESTATES, A PLANNED RESIDENTIAL DEVELOPMENT This Second Amendment to Declaration of Protective Covenants, Restrictions, Easements and Agreements for Fosterview Estates, a Planned Residential Development (the "Second Amendment ") is made this 15 day of '11Aise+2t:, l4 , 2002 by Dulardin Development Company, a Washmgton corporation ( "Declarant ") CHICAGO TITLE INSURANCE COMPANY has plant the document of record as a customer courtesy RECITALS AND DECLARATION and accepts no liability for the accuracy br validd► of �e ddcufflorM A Declarant is the developer of the real property and improvements thereon legally described in Exhibit A (the "Property"), commonly known as the Plat of Fosternew Estates The Property is comprised of all the real property shown on maps recorded with the King County under Recording No 20000505000735, Volume 194, Pages 062 -065 B Declarant previously recorded that certain Declaration of Protective Covenants, Restrictions, Easements and Agreements for Fosterview Estates, a Planned Residential Development (the "Declaration ") under King County Recording No 20000505000736 The Declaration was previously amended by a First Amendment to the Declaration (the "First Amendment ") recorded under King County Recording No 20000505000737 C As the Development Period (as defined in the Declaration) has not terminated, Declarant under the provisions of the Declaration as previously amended, has the authority to amend and wishes to further amend the provisions of the Declaration as provided herein NOW, THEREFORE, Declarant hereby amends the Declaration as follows 1. Maintenance Responsibilities. The Fosterview Estates Homeowners Association. Section 5 1 of the Declaration is hereby deleted in its entirely and replaced with the following 2 crs ca a 5.1. Association Responsibilities After termination of the Development Period, the Association shall operate and maintain the Common Areas as required or advisable The responsibilities of the Association shall include, but are not limited to, the following and 5 1 1 The cleaning and maintenance of the water courses on Tracts A and B; 5.12 The maintenance, repair and replacement of the fences around and across Tracts A and B, and 5 1 3 The maintenance, repair and replacement of the french drams in the Common Areas as shown on the Plat Map, and 5 14 The mamtenance, repair and replacement of the retaining wall and its associated drainage improvements located along the north boundaries of Lots 1 and 2, and 5 1 5 The maintenance, repair and replacement of the retaining wall and its associated drainage improvements located along south boundary of Tract B and South 137 Street, and 5 1 6. The maintenance, repair and replacement of the retaining wall and its associated drainage improvements located along north boundary of Lots 13 and 14 and the Private Drainage & Pedestrian and Public Utility Easement as shown on the Plat Map, and 5 17. The maintenance of the trails beginning at the cul de sac end of South 137th Place to and along the North boundary of the plat as shown on the plat map. The Association may provide such additional common maintenance that it determines to be m the best interest of the Owners 2. Maintenance Responsibilities - Retaining Walls. A new subsection 5 2 5 is added to Section 5 2 of the Declaration as follows 5.2.5. Retaining Walls. The Owners of any lot on which all or part of a retaining wall is located (except those walls specifically referenced in Sections 5 1 5, 5 1 6 and 5 1.7 above) shall be responsible for the maintenance, repair and replacement of any portion of a retaining wall (and its associated drainage improvements) which is located on their lot (collectively "Wall Maintenance ") In the event a retaining wall is located along a common property line between adjacent lots, the down slope lot Owner shall be solely responsible for Wall Maintenance of said wall The Owner responsible for Wall Maintenance under the provisions of this paragraph (the "Responsible Owner") is hereby granted an easement over and across the adjacent lot to perform such activities as are reasonably necessary for required Wall Y %WrDWAADINTOSTF1t2NDAMEN D NO DOC 3 tY� ,a_ra r cnmgna»e� s , ff14.•: , :c•a. , V1. sxaatva�rwn•�rn w"q ��t+ :- iaY �r r em,9 3,== irmi rM.r+„oava++rtwAWA'i"•9±k5@i Maintenance, provided the Responsible Owner shall fully restore to substantially its original condition any area of the adjacent lot (including, without limitation, any improvements or landscaping) as is disturbed or damaged through the exercise of rights under this easement 3. Ratification. Except as expressly amended by this Second Amendment, all of the terms, covenants, conditions and easements set forth in the Declaration as previously amended by the First Amendment shall continue in full force and effect and are hereby ratified by the Declarant DECLARANT: (Printed Name) Its Anew cl9o.7 STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) On this day personally appeared before me Nvo 'Met,se's, to me known to be the 1 mo.e, rcr of Dujardin Development Company, the corporation who executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act of said corporation, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute the said instrument GIVEN under my hand and official seal this 1.3 day of in kiect4 , 2002 Y 1 WPIDWARDDJ1FOSTFR2NDAMEN AJMG DOC NATy Qo # 0\ssro4, f o vto AA NOt4 N E VBUc \ <C 3.15. ?» • N�AS H�a ifEngennemgetrInElriwenErarffentenotris ture) CI IICAGO TIRE INSURANCE COMPANY has placed the document of record Its a customer courtesy and accepts no liability for the accuracy Or validity of the document. . �t d tu )4- atsor (Pri t Name) Notary Public in and for the State of Washington, residing at 51i t-C My commission expires 3 -I 5 -0 3 4 Y \1vP■DUJAADNIFOSTPA2NDAMEN D IMO DOC EXHIIIIT A LEGAL DESCRIPTION Plat of Fosterview Estates, recorded under King County Recording No 20000505000735, Volume 194, Pages 062 -065, records of King County, Washington. 5 CHICAGO TITLE INSURANCE COMPANY has plzced the document of record ds a customer courtesy and accents no habihly for the accuracy or vatidtty of the document. ASSESSOR'S PROPERTY TAX ACCOUNT NUMBERS 261200- 0010 - 4 261200- 0020 - 02 261200 0030 - 00 261200- 0040 - 080 261200- 0050 - 05 261200- 0060 - 03 261200- 0070 - 01 261200- 0080 - 09 261200- 0090 - 07 261200- 0100 - 05 261200 - 0110 - 03 261200- 0120 - 01 261200- 0130 - 09 261200- 0140 - 07 261200 - 0150 - 04 261200- 0160 - 02 261200- 0170 - 00 261200 - 0180 - 080 261200- 0190 - 06 261200- 0200 - 04 Plat of Fosterview Estates Lots 1 through 40 CHICAGO d the INSURANCE t COMPANY hasp : record m a customer courtesy and dccepts no habibty for tho accuracy or vohddy of the eocumett, 261200 - 0210. - 02 261200 - 0220 - 00 261200 - 0230 - 08 261200 - 0240 - 06 261200 - 0250 - 03 261200 - 0260 - 01 261200 - 0270 - 09 261200 - 0280 - 07 261200 - 0290 - 05 261200 - 0300 - 03 261200 - 0310 - 01 261200 - 0320 - 04 261200 - 0330 - 07 261200 - 0340 - 05 261200 - 0350 - 02 261200 - 0360 - 00 261200 - 0370 - 08 261200 - 0380 - 06 261200 - 0390 - 04 261200 - 0400 - 02 Dujardin Development Gary Bunistead Project Manager PO Box 1059 Snohomish, WA 98291 RE: A35 clips not needed at overlapped plywood shear walls. Dear Gary, Sincey, i u ern : tZ,fner, architect Kappler Architects F.S. • 1 )(1 . 1 11 1 CC: Dujardin , �; 1fl!1 If you have any questions regarding this matter, please don't hesitate to call. .' j) 1 t ' I t I i t i 11; 11 ( ; ), 0 III . ) lit tt 11 f '' ,1 t' February 28, 2001 The A -35 clips shown on our lateral detail sheets are not required as long as the plywood sheathing joins at a common member. These common members are between the mudsill and the rim joist above, the top plate, and in the rim joist between floors. I understand the plywood diaphragm joins at these common members. The lateral forces travel through the plywood diaphragm into the common member at the plywood edges and then back into the adjacent plywood diaphragm. Therefore there is no need for an additional transfer of lateral loads through the A35 clip. See the attached revised details showing these 'conditions. 14311 SE 16rt Street . 13eilevue, WA 98007 1.Soo.c388,4517 . (425)641.5320 ...fax: (425)641.5318 www.kayefer(umleyeans.conn wi ti O. en d z 0 111 uj: D p, ;p . to to H V Z s. UN z L GSS NOTES: 3/4' =1' -0' TOP PLATE NAILING PER SHEARIUALL SCHEDULE BOTTOM PLAT NAILING PER SNEAIZWALL 3C- EPULE Kappler Architects, P.S. 14311 SE 16tH ST. BWeue, Waettgton 98DC7 (425) 341.5320 '" Fa (425) 641.5318 10 d • 6' ot. PLfWD. TO RIM JOIST JON PANEL EDGE ON COt MEMBER PANEL EDGE NAILING INTO COMMON MEMBER PER SCHEDULE. TTP. EXTERIOR WALL CONSTRUCTION WITH WALL 51.1EATNING PER SCHEDULE TTP. TX FLOOR CONSTRUCTION BLOCK PANEL EDGE P R SCHEDULE EXTERIOR SHEAR WALL PARALLEL TO FLOOR JOISTS 17610- 061OO -O2 17610- 05100 -02_TJI 2 -13 -01 J TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Subject: Plan Review Fosterview Estates, Lot 17 Tukwila, Washington Reference: Fosterview Estates Summary Report, Geotechnical Issues, compiled by Terra Associates, Inc., dated December 16, 1998 Dear Mr. Fowler: As requested, we reviewed architectural plans prepared for Lot 17 of the Fosterview Estates project. The purpose of our review was to verify that the plans are in conformance with the recommendations presented in the referenced report compilation, and to provide additional recommendations as required. Project Description May 24, 2000 Project No. T- 1515 -2 We reviewed the following plans: • Sheets P1.0 and P1.1, Architectural Site Plans • Sheet P2.2 and P2.5, Architectural Plans • Sheet P6.1, Site Section for Lot 17 The project plans we reviewed, prepared by Kappler Architects, P.S., indicate that a three - level, wood - framed, single - family residence will be constructed _on the lot. The main floor, including the entry and garage areas, will be at Elev. 154. The daylight basement level will be at approximate Elev. 142. The basement will be constructed with a slab -on -grade floor. To achieve the planned finish grades, it is anticipated that temporary excavations of up to 8 feet will be required. Fills up to four feet are anticipated for the driveway area. No other significant fills will be placed on the lot. After completion of foundation walls, excavations will be backfilled. 12525 Willows Road, Suite 101, Kirkland, Washington 98034 • Phone (425) 821 - 7777 cc l g w 0, J' w 0 1-' w uJ • F- U: v p O s. • Mr. Bill Fowler May 24, 2000 Discussion and Recommendations Based on our review, it is our opinion that the plans are in general accordance with the recommendations presented in various reports in the referenced report compilation. The following discussion and recommendations are based on our review of the current building plans and the conditions existing on the site. Excavations and Earthwork The site plan indicates that temporary excavations of up to eight feet will be required to construct foundations for the lower level of the residence. It is expected that the excavation.will be made through recently placed recycled concrete materials and native soils consisting of sandy silts and silty sands. The on -site native soils contain a significant amount of fines (silt and clay size particles). This material will be difficult, if not impossible, to work in wet • weather. The excavated native soils should be removed from the site or used in nonstructural landscape areas away from the slopes. We recommend, that the recycled concrete previously imported to the site be used to backfill all foundations, and as additional fill wherever' possible. To prevent contamination, this material should be kept separate from the native materials on the site. As an alternative, imported pit -run gravel soils may also be used for backfill. Foundations The foundation excavation on this lot is expected to extend into competent native soils. These soils are moisture sensitive and subject to disturbance in wet weather. If the bearing soils become disturbed, they should be overexcavated and replaced by materials such as recycled concrete or quarry spalls. Foundations should be designed and constructed in accordance with the recommendations presented in the referenced report compilation. The foundations should be designed for an allowable bearing capacity of 2,000 psf. The basement wall, and any other walls, supporting backfilling, should be designed as retaining structures and should be provided with adequate subsurface drainage. The walls be designed to support an equivalent fluid weight of 35 pounds per cubic foot (pcf), assuming a horizontal backfill configuration. A uniform lateral pressure of 100 pounds per-square foot (psf) should be added for restrained conditions. An additional uniform pressure of 60 psf should be added for basement walls - adjacent to driveways. The lateral loads may be resisted by friction between the base of the footings, floor slabs, and the supporting subgrade, as well as passive pressures acting on the face of the foundations. A friction factor of 0.4 may be used. In addition, a passive pressure corresponding to an- equivalent fluid weighing 200 pcf may be used. The upper 18 inches of foundation penetration should be neglected in the passive pressure computation. Project No. T- 1515 -2 Page No. 2 Mr. Bill Fowler May 24, 2000 A representative of our firm should observe excavations, backfilling, and foundation to verify that the site conditions are as anticipated. • We trust the information presented is sufficient for your current needs. If you have any questions or require additional information, please call. Sincerely yours, . TERRA ASSOCIATES, INC. Costa Philippides LEngineer Anil Butail, P.E. Principal • , CPiAB:dvp ,.. Mr. Jo> RES . 12/s;ol w l cc: •'hn ap er; lapprer Architects, P.S. Project No. T- 1515 -2 Page No. 3 ' ii '; 1- 0 LIJ D t] OO yi 0 iw H wc o U N: O ` Z • Kappler Architects VERSIONST•9 INCLUDES 3 STORY Job No. 99090 -22 Date 2/24100 SPM Lateral Analysis for: Dujardin Plan #2246 City of Tukwilla , WA LATERAL DESIGN PER 1997 UBC Note: For portions described in these calculations only. See sheets S -1, S -2 and S -3 for all details, schedules and shear wall locations. DESIGN CRITERIA AND BUILDING DESIGN PARAMETERS SITE CRITERIA WIND EXPOSURE WIND SPEED IN MPH EARTHQUAKE ZONE SOILS TYPE WEIGHT ADDITIONAL SURCHARGED LOAD (ie.snow) CONSTRUCTION CRITERIA BUILDING FOOTPRINT ROOF PITCH (over the majority of the upper roof) BUILDING GROUND FLOOR FOOTPRINT AREA UPPER FLOOR SF, PLATE HT. MAIN FLOOR SF, PLATE HT. LOWER FLOOR SF, PLATE HT. WEIGHT ROOF CONSTRUCTION WEIGHT FLOOR CONSTRUCTION WEIGHT EXTERIOR WALL CONSTRUCTION WEIGHT INTERIOR WALL CONSTRUCTION V t 1 974 ts� SF SF SF OTHER SF, LONG / SHORT WALL N u ,0 t s „i` SF SAIL AREA PLF FOR PERIMETER OF BUILDING UPPER FLOOR WALLS 8, ROOF (Roof+ 1/2 Upper Floor) MAIN FLOOR WALLS ( 1/2 Upper Floor +1/2 Main Floor) LOWER FLOOR WALLS (1/2 Main Floor +1 /2 Lower Floor) OTHER (Roof+ 1/2 Floor) Long Wall KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909022_(ExpC)_Plan# 2246_1997-9 Lateral analysis worksheetl.xls g';;* '8 `''=`` ut 0 3 fg 15 • NOT VALID 'WET STAMPED" "B" Default 80 MPH Default 3 Default (sd) Default (table 16 Q) 0 PSF Default Short Wall /12 SF (for rho factor) FT FT FT 12 PSF Default 15 PSF Default 10 PSF Default 8 PSF Default 8/4/00 PAGE 1 WALL HEIGHT Ce Cq qs Iw 249 0.00 0 -15' P= 1.06 1.3 16.40 1 22.60 PSF 20' P= 1.13 1.3 16.40 1 24.09 PSF 25' P= 1.19 1.3 16.40 1 25.37 PSF 30' P= 1.23 1.3 16.40 1 26.22 PSF 26.22 281 25.37 228 22.60 249 0.00 0 REDUNDANCY FACTOR (rho ") PER SECTION 1630 Reliability /Redundancy Factor: P = 2 - ( 20 / ( r max ((sq. root of AB))) VALUE USED where: AB Ground floor area of structure AB r max = Max element - story shear ratio square root r max = r i / story shear r i = element story shear x 10 / Iw element shear Iw (LENGTH) P= WIND PER SECTION 1618 VALUE USED Ce = Cq = qs = Iw = r max = -1.43 DESIGN PRESSURE: P = (Ce) (Cq) (qs) (1w) where: Ce = Exposure factor Cq = Method Factor qs = Wind Stagnation Pressure Iw = Importance Factor 1.06 1.30 16.40 1 ri= WIND EQUIVALENT UNIFORM LOADING P = (Ce) (Cq) (qs) (Iw) ri story shear 2277 1 13801 1 1 therefore use DESIGN CRITERIA FOR WIND ANALYSIS P= Min = 1.0 Max =1.5 EXPOSURE 0.62 Default for B exposure METHOD 2 1.3 Default for normal force method WIND SPEE 16.4 Default for 80 MPH WIND FORCE TRIB.HEIGTH (P) Roof (Upper walls) 10.7 (P) Upper Floor (Main walls) 9.0 (P) Main Floor (Lower walls) 11.0 #N /A 0.0 KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909022_(ExpC) Plan# 2246_1997-9 Lateral analysis worksheet) .xls PSF 1250 35 22771 0.17 1 PLF SF # FT # FT # FT # FT 8/4/00 PAGE 2 (P) Roof (Upper walls) 12 1251 SF 15012 ADDITIONAL LOAD 0 49 29 0 S / S EX. WALLS 10 98 8 7840 F / B EX. WALLS 10 58 8 4640 INTER. WALLS 8 78 8 4992 Roof (Upper walls) 32484 30 974520 974520 0.4738 6538 Upper Floor (Main walls) 32397 21 680337 1654857 0.3307 4564 Main Floor (Lower walls) 33513 12 KAF'PI4>0t1913L%HI 11?66 0.1955 2698 (P) Upper Floor (Main walls 15 995 SF 14925 S / S EX. WALLS 10 98 8 7840 FIB EX. WALLS 10 58 8 4640 INTER. WALLS 8 78 8 4992 TOTAL UPPER FLOOR WEIGHT ON MAIN SHEARWALLS 32397 (P) Main Floor (Lower walls 15 974 SF 7305 S / S EX. WALLS 10 98 12 11760 F / B EX. WALLS 10 58 12 6960 INTER. WALLS 8 78 12 7488 TOTAL MAIN FLOOR WEIGHT ON LOWER SHEARWALLS 33513 #N /A 12 0 SF 0 ADDITIONAL LOAD 0 0 0 0 S / S EX. WALLS 10 0 10 0 F / B EX. WALLS 10 0 10 0 #NIA 0 DESIGN CRITERIA FOR SEISMIC ANALISYS EARTHQUAKE PER SECTION 1628 table 16bQ. 16N - BASE SHEAR: Vb = (3.0 x Ca / R) W where: BUILDING LOADING DEAD LOADS Z = Seismic Zone factor R = Bearing Capacity Ca = Soils Capacity W= Total Seismic Dead Load VALUE USED Z= R= Ca = Rw= Rw= 0.3 5.5 0.36 8 6 TOTAL ROOF WEIGHT ON UPPER SHEARWALLS BASE SHEAR BASE SHEAR: Vb = ( 3.0 x Ca / R ) W . STORY SHEAR 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls PSFI LONG WALL SHORT WALLS WEIGHT TOTAL WEIGHT W= 32484 # 98394 TOTAL FLOOR FO RBt- W-' ' vv'Z629377 425 - 641 -5320 9909022_(ExpC) Plan# 2246_1997-9 Lateral analysis worksheet) .xls *load reduced by half due to plan configuration of front wall being concrete BASE SHEAR: Vb= 0.1964 98394 19321 WORKING STRESS WOOD DESIGN 1.4 I 13801 I# Wihi / sum Wi hi (Plate Ht.) Wi x hi sum Hi x hi Wihi Vi 13801 I# 8/4/00 PAGE 3 ) 3 - SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) SEISMIC FORCE 1008076.33 (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A WIND & SEISMIC UNIFORM LOADING COMPARISON (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A ROOF DIAPHRAM CHECK TOP CHORD 2 -2X4 2 -2X6 16d SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB SEISMIC FORCE 164 138 174 0 # FT # FT # FT # FT (P) Roof (Upper walls) (P) Upper Floor (Main walls (P) Main Floor (Lower walls #N /A Shear Walls UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS WIND GOVERNS WIND GOVERNS WIND GOVERNS @ 281 @ 509 @ 758 # FT # FT # FT NOTE: DUE TO THE HIP ROOF CONFIGURATION, THE LOADS WILL BE REDUCED AT THE OUTER GRIDS (GABLE ENDS ONLY) BY 40 %. THE LOAD WILL NOT BE REDUCED FURTHER THAN THE SEISMIC LOADING. 10.5 16.5 M= T =C= vA80,1; 84 - t148p, 1.33 ,6056:992 54935406.8 1894324.37 ALOW.Ft= 143.64 # /NAIL #FT 550 1.331 731.501 # /BOLT MIN BOLT SPACING t* ia 3fl , 2:431 FT O.C. 790 1.33 1050.71# /BOLT MIN BOLT SPACING ft 349,1 FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909022_(ExpC)_Plan# 2246_1997 -9 Lateral analysis worksheet1.xls 525 13188.00 NAILS 13801 WIND FORCE 1.33 Not included in total 164 138 174 0 281 228 249 0 698.251 # FT # FT # FT # FT # FT # FT # FT # FT OK 8/4/00 PAGE 4 V W h Wh F Roof (Upper walls) 13801 32484 10.70866667 347860.328 4762 Upper Floor (Main walls) 13801 32397 9 291573 3992 Main Floor (Lower walls) 13801 33513 11 368643 5047 #N /A 13801 0 0 0 0 ) 3 - SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) SEISMIC FORCE 1008076.33 (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A WIND & SEISMIC UNIFORM LOADING COMPARISON (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A ROOF DIAPHRAM CHECK TOP CHORD 2 -2X4 2 -2X6 16d SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB SEISMIC FORCE 164 138 174 0 # FT # FT # FT # FT (P) Roof (Upper walls) (P) Upper Floor (Main walls (P) Main Floor (Lower walls #N /A Shear Walls UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS WIND GOVERNS WIND GOVERNS WIND GOVERNS @ 281 @ 509 @ 758 # FT # FT # FT NOTE: DUE TO THE HIP ROOF CONFIGURATION, THE LOADS WILL BE REDUCED AT THE OUTER GRIDS (GABLE ENDS ONLY) BY 40 %. THE LOAD WILL NOT BE REDUCED FURTHER THAN THE SEISMIC LOADING. 10.5 16.5 M= T =C= vA80,1; 84 - t148p, 1.33 ,6056:992 54935406.8 1894324.37 ALOW.Ft= 143.64 # /NAIL #FT 550 1.331 731.501 # /BOLT MIN BOLT SPACING t* ia 3fl , 2:431 FT O.C. 790 1.33 1050.71# /BOLT MIN BOLT SPACING ft 349,1 FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909022_(ExpC)_Plan# 2246_1997 -9 Lateral analysis worksheet1.xls 525 13188.00 NAILS 13801 WIND FORCE 1.33 Not included in total 164 138 174 0 281 228 249 0 698.251 # FT # FT # FT # FT # FT # FT # FT # FT OK 8/4/00 PAGE 4 10 3.5 3.5 2.5 0 177 P,1',61eI Mo= WaII(DL) Roof(DL) Mr= T =C REQUIRED 4966.08 4966.08 3547.20 0.00 MIN PLATE NAILING 10 INC O.C. 280 280 200 0 125 125 120 0 472.50 472.50 266.67 0.00 1283.88 1283.88 1312.21 #DIV /0! CS16 -30 CS16 -30 _ CS16 -30 #DIV /01 18 10.5 9.5 . ,0 0 253 IttP.,1=4 l Mo= Wall(DL) Roof (DL) Mr T =C REQUIRED 21229.98 19208.07 0.00 0.00 MIN PLATE NAILING 7 INC O.C. 840 760 0 0 0 0 0 0 2940.00 2406.67 0.00 0.00 1741.90 1768.57 #DIV /01 #DIV /0l CS16 -30 CS16 -30 #DIV /01 #DIV /01 16 8 5.5 . 2.5 0 281 (? ( P,.1 -421I Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 17972.47 12356.07 5616.40 0.00 MIN PLATE NAILING 6 INC O.C. 640 440 200 0 0 0 0 0 1706.67 806.67 166.67 0.00 2033.22 2099.89 2179.89 #DIV /01 2- CS16 -30 2- CS16 -30 , 2- CS16 -30 #DIV /0l 8: 3.5 8 5 0 82 I!P.,1=6'i(il Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 2287.40 5228.35 3267.72 0.00 MIN PLATE NAILING 21 INC O.C. 280 640 400 0 432 672 288 0 830.67 3498.67 1146.67 0.00 416.21 216.21 424.21 #DIV /01 NA NA NA _ #DIV /01 SHEAR WALLS RIGHT TO LEFT UPPER FLOOR TRIB.LENGT Load 168 Ht. 8 z O u. 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load 281 Ht. 8 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 281 168 2 /3DL REACTION HOLDDOWN a TRIB.LENGT TRIB.LENGT TRIB.LENGT a b c a WALL SEGMENTS b b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909022_(ExpC) Plan# 2246_1997 -9 Lateral analysis worksheet1.xls d d d SHEAR V WALL TYPE 8/4/00 PAGE 5 4 5 25 0 0 221W' P„1 :=614 Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 898.62 4493.12 0.00 0.00 MIN PLATE NAILING 77 INC O.C. 400 2000 0 0 0 0 0 0 666.67 16666.67 0.00 0.00 46.39 - 486.94 #DIV /01 #DIV /0! NA NA #DIV /0! #DIV /0! 14 13 0 0 0 302lfzP14 , I Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 31451.82 0.00 0.00 0.00 MIN PLATE NAILING 6 INC O.C. 1040 0 0 0 1404 0 0 0 10590.67 0.00 0.00 0.00 1604.70 #DIV /0! #DIV /01 #DIV /01 CS16 -30 #DIV /0! #DIV /01 #DIV /0! 10 23.5 20 0 0 391 , P,,1:eti "." Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 7281.95 6197.40 0.00 0.00 MIN PLATE NAILING 45 INC O.C. 1880 1600 0 0 0 0 0 0 14726.67 10666.67 0.00 0.00 - 316.80 - 223.46 #DIV /0! #DIV /0l NA NA #DIV /01 #DIV /0! I ,' #N /A 0 0 0 0 #N /A I #N /A Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED #N /A #NIA #N /A #N /A MIN PLATE NAILING #NIA INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #NIA #NIA #N /A _ #N /A #N /A _ #N /A FRONT TO BACK - UPPER FLOOR Load Ht. 8 0 EE 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 w z w 0 168 w J UPPER FLOOR Load Ht. 8 281 2 /3DL REACTION HOLDDOWN 168 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load 281 Ht. 8 w 2 /3DL 0 REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a a WALL SEGMENTS b c b b b C C c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909022_(ExpC) Plan# 2246_1997-9 Lateral analysis worksheetl.xls d d d d SHEAR V WALL TYPE 8/4/00 PAGE 6 10 1.75 1.75. 1.75 0 435) LRP MI Mo= Wail(DL) Floor,Roof(D Mr= T =C REQUIRED 6088.99 6088.99 6088.99 0.00 LRP AT GARAGE WING WALLS - MEETS APA TEST LOADS MIN PLATE NAILING 4 INC O.C. 280 280 280 0 0 0 0 0 163.33 163.33 163.33 0.00 3386.09 3386.09 3386.09 #DIV /0l STHD 14 STHD 14 STHD 14 #DIV /0! 18 3.5 8 0 0 797 ( P2 -3'1t) Mo= Wail(DL) Floor,Roof(D Mr= T =C REQUIRED 22314.36 51004.25 0.00 0.00 MIN PLATE NAILING 2 INC O.C. 560 1280 0 0 1500 2400 0 0 2403.33 9813.33 0.00 0.00 5688.86 5148.86 #DIV /0! #DIV /01 HD10A HD10A #DIV /0l #DIV /0! 16 11.5 10 0 0 3 79041XE143 u'`,� Mo= Wail(DL) Floor,Roof(D Mr= T =C REQUIRED 34859.49 30312.60 0.00 0.00 MIN PLATE NAILING 5 INC O.C. 1840 1600 0 0 1450 2000 0 0 12611.67 12000.00 0.00 0.00 1934.59 1831.26 #DIV /0! #DIV /0! 2- CS16 -30 2- CS16 -30 #DIV /0! #DIV /0! 3 X STUDS REO'D AT ADJOINIG PANEL EDGES 8 3 3.5 3 0 334) P,,1=4 I Mo= Wall(DL) Floor,Roof(D Mr= T =C REQUIRED 8020.12 9356.81 8020.12 0.00 MIN PLATE NAILING 5 INC O.C. 480 560 480 0 432 672 288 0 912.00 1437.33 768.00 0.00 2369.37 2262.71 2417.37 #DIV /0l 2- CS16 -30 2- CS16 -30 2- CS16 -30 #DIV /01 RIGHT TO L FT - MAIN FLOOR Load 228 Ht. 8 - r z O re LL. 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load 509 Ht. 8 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load 509 Ht. 8 cc o: 0 2 /3DL 2 REACTION HOLDDOWN Load 397 Ht. 8 2/3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT a a b 3 X STUDS REQUIRED TRIB.LENGT a b MAIN FLOOR TRIB.LENGT a WALL SEGMENTS b c c c c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909022_(ExpC) Plan# 2246_1997 -9 Lateral analysis worksheetl.xls d d SHEAR V WALL TYPE 8/4/00 PAGE 7 00 co 0 W = J 1- W 0 ,. g = W H o f 0 - G I- W W ` -, U. Z ' U CO 0 Z 4 5 21 0 0 78 R1 *if I Mo= Wall(DL) Floor,Roof(D Mr= T =C REQUIRED 3133.27 13159.75 0.00 0.00 MIN PLATE NAILING 22 INC O.C. 400 1680 0 0 0 0 0 0 666.67 11760.00 0.00 0.00 493.32 66.65 #DIV /0! #DIV /0! NA NA #DIV /0! #DIV /01 14 20 0 0 0 356J..t"a "MP1464I MIN PLATE NAILING 5 INC O.C. Mo= Wall(DL) Floor,Roof(D Mr= T =C REQUIRED 57025.58 0.00 0.00 0.00 3200 0 0 0 0 0 0 0 21333.33 0.00 0.00 0.00 1784.61 #DIV /0l #DIV/01 #DIV /01 STHD 14 #DIV /0! #DIV /0! #DIV /0! 3 X STUDS REO'D AT ADJOINIG PANEL EDGES 10 31 5 0 0 141 A;Ps1 4 Mo= Wall(DL) Floor,Roof(D Mr= T =C REQUIRED 35075.26 5657.30 0.00 0.00 MIN PLATE NAILING 12 INC O.C. 4960 800 0 0 0 412 0 0 51253.33 2020.00 0.00 0.00 - 521.87 727.46 #DIV /0! #DIV /0! NA NA #DIV /0! #DIV /0! #N /A ., 0 0 0 0 #N /A #N /A r; Mo= WaII(DL) Floor,Roof(D Mr= T =C REQUIRED #N /A #NIA #N /A #NIA MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A _ #N /A #N /A FRONT TO BACK - MAIN FLOOR Load Ht. 8 509 c_9 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load 509 Ht. 8 w w U 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load 509 Ht. 8 w J 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 509 w co 2 /3DL z REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a WALL SEGMENTS b c b c c b c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909022_(ExpC) Plan# 2246_1997-9 Lateral analysis worksheetl.xls d d SHEAR V WALL TYPE 8/4/00 PAGE 8 #N /A 0 0 0 0 #NIA ;!5 #N /kt! Mo= Wall(DL) Floor,Roof(D Mr= T =C REQUIRED #N /A #N /A #N /A #NIA MIN PLATE NAILING #NIA INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #NIA #N /A _ #N /A _ #N /A #N /A 18 28 0 0 0 487 VON CONCi Mo= Wall(DL) Floor,Roof(D Mr= T =C REQUIRED 150034.14 0.00 0.00 0.00 MIN PLATE NAILING 0 INC O.C. 6160 0 0 0 0 0 0 0 57493.33 0.00 0.00 0.00 3305.03 #DIVIO! #DIV /01 #DIV /0! #N /A #DIV /0! #DIV /01 #DIV /01 16 8 8 0 0 758 Writ P,24211411 Mo= Wall(DL) Floor,Roof(D Mr- T =C REQUIRED 66681.84 66681.84 0.00 0.00 MIN PLATE NAILING 0 INC O.C. 1760 1760 0 0 2520 2025 0 0 11413.33 10093.33 0.00 0.00 6908.56 7073.56 #DIV /0l #DIV /0! HD10A HD10A #DIV /0! #DIV /01 8 3.5 3.5 3.5 0 5771M2P2 =4 _I Mo= 22227.28 22227.28 22227.28 0.00 Wall(DL) 770 770 770 0 Floor,Roof(D 1326 1974 1206 0 Mr- 2445.33 3201.33 2305.33 0.00 MIN PLATE NAILING T =C 5651.98 5435.98 5691.98 #DIV /01 0 INC O.C. REQUIRED HD10A HD10A , HD10A #DIV /01 RIGHT TO LEFT - LOWER FLOOR TRIB.LENGT Load 758 Ht. 11 - O c4. 2 /3DL REACTION HOLDDOWN LOWER FLOOR TRIB.LENGT Load 758 Ht. 11 2 /3DL REACTION HOLDDOWN LOWER FLOOR TRIB.LENGT Load 758 Ht. 11 o: cc 2 /3DL 2 REACTION HOLDDOWN LOWER FLOOR Load 758 Ht. 11 2 /3DL REACTION HOLDDOWN a a a WALL SEGMENTS W/ SSTB28 W/ SSTB28 TRIB.LENGT a b b c b b c c c W/ SSTB28 W/ SSTB28 W/ SSTB28 KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909022_(ExpC)_Plan# 2246_1997 -9 Lateral analysis worksheetl.xls d d SHEAR V WALL TYPE 8/4/00 PAGE 9 14 3.5 3.5 21 0 3791 !P13f A Mo= Wall(DL) Floor,Roof(D Mr= T =C REQUIRED 14586.65 14586.65 87519.92 0.00 P1 - 3 @ CRIPPLE WALLS AS REQ'D PER GRADE MIN PLATE NAILING 0 INC O.C. 385 385 2310 0 132 180 1200 0 603.17 659,17 24570.00 0.00 3995.28 3979.28 2997.62 #DIV /01 HD10A HD10A ON CONC #DIV /01 I #N /A 0 0 0 0 #N /A IitA #N /Ak1 Mo= Wall(DL) Floor,Roof(D Mr= T =C REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A 14 16 21 0 0 287 " P;1=4 tvi Mo= Wall(DL) Floor,Roof(D Mr= T =C REQUIRED 50461.93 66231.29 0.00 0.00 P1 @ CRIPPLE WALLS AS REQ'D PER GRADE MIN PLATE NAILING 0 INC O.C. 3520 4620 0 0 0 0 0 0 18773.33 32340.00 0.00 0.00 1980.54 1613.87 #DIV /01 #DIV /01 STHD 14 ON CONC #DIV /0! #DIV /01 I #N /A 0 0 0 0 #N /A #N /A Mo= Wall(DL) Floor,Roof(D Mr= T =C REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0,00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A FRONT TO BACK • LOWER FLOOR TRIB.LENGT Load 758 Ht. 11 co o: 2 /3DL REACTION HOLDDOWN LOWER FLOOR Load 758 Ht. 11 o: w z w U w 2 /3DL REACTION HOLDDOWN LOWER FLOOR Load Ht. 11 2 /3DL REACTION HOLDDOWN LOWER FLOOR Load Ht. 11 758 758 w cn 2/3DL z REACTION HOLDDOWN W /SSTB28 W /SSTB28 TRIB.LENGT a b TRIB.LENGT TRIB.LENGT a a a WALL SEGMENTS b c b C C KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909022_(ExpC) Plan# 2246_1997 -9 Lateral analysis worksheetl.xls d d d SHEAR V WALL TYPE 8/4/00 PAGE 10 June 7, 2000 John Kappler Kappler Architects 14311 SE 16th Street Bellevue, WA 98007 RE: Letter of Incomplete Application #1 Development Permit Application Number D2000 -177 Fosterview Estates — Lot 17 4258 South 137th Street Dear Mr. Kappler: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on June 1, 2000 is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Planning Division: Nora Gierloff, Associate Planner, at (206) 431 -3141, if you have any questions regarding the following: 1. Provide a site plan. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to,better expedite your resubmittal a `Revision Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206)431 -3672. Sin rely, City of Tukwila Steven M. Mullet, Mayor Brenda olt Permit Coordinator encl File: Permit File No. D2000 -177 Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206.431 -3665 PUBLIC '4v JIZKS PROJECT REVIEW %.,OMMENTS Project Name: P�5WV/(& £57/?TES Location: Lois /3,. /4 AND /7 D 20100• /75 DZOao -/76, D2000 -177 Action: DEN /ED Z2s.fcco Reviewed a, (bilMrvN uPLrIIrER (2c,)433 .0/ 7f File#: Date: PRIOR HISTORY AND CORRESPONDENCE FRANCHISE UTILITY COORDINATION CODE REQUIREMENTS OVERLAY PROGRAM RFA PW STANDARDS COMP PLAN MISC. STUDIES WD 125 PRE -APP CIP MAINTENANCE NEEDS VAL -VUE PROBLEM AREAS •). lee sG vis-e yotti-p/o h s .rneeb e. Show earthwork ytwAvelHes ,6 - € 2 / o t c Ga s 01 ea ova Gw rcis o/ pt. )t,Ly ) is e / 24.5 5 �� &A ids W��iriec i ti tort , i l l ILI 3 o O N 0 1- w W '. IL • Z; = Z ti PLANNING DIVISION COMMENTS DATE: June 13, 2000 PROJECT NAME: Lot 17 Building Permit PLAN CHECK NO.: D2000 -177 Plan Reviewer: Contact Nora Gierloff at (206) 431 -3670 if you have any questions regarding the following comments. 1. The fireplace intrudes into the side yard setback. Please revise to meet setbacks. C: \Nora's Ales \FSTRVIEW\LOT2REVISION.DOC PERMIT NO : V 2 J" 17 INSPECTIONS ❑ 00001 Progress Inspection Status ❑ 00002 Pre - construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre -Move Inspection ❑ 00050 WSEC Residential 00060 WA Ventilation/Indoor AQC ❑ 00070 NLEA Inspection/Modular Struct ❑ 00071 Mobile Home Tie Down Insp ❑ 00072 Marriage Lines El 00090 Resteel jR" 00095 Footing Drains 2'00100 Foundation Footings Q' 00200 Foundation Walls ❑ 00250 Foundation Insulation ❑ 00300 Concrete Slab /Slab Insulation 12/ 00350 Crawl Space (' 00400 Shear Wall Nailing Er 00450 Plywood Wall Sheathing (' 00500 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney ❑ 00610 ' Chimney Installation/All Types 2'00700 Framing 2/00750 Roof/Ceiling Insulation 9 Floor Insulation 00801 Wall Insulation ❑ 00802 Exterior Roof Insulation ❑ 00803 ' Glazing Inspection ❑ 00815 Lighting and Controls ❑ 00900 Suspended Ceiling Q' 01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01080 Woodstove ❑ 01090 Smoke Detector Shut Off ❑ 01100 Rough -in Mechanical ❑ 01101 Mechanical Equipment/Controls ❑ 01102 Mechanical Pip/Duct Insul ❑ 01105 Underground Mech Rough -in ❑ 01110 Pre -Move Inspection ❑ 01115 Motor Inspection ❑ 01120 Pre -Demo - :1_,01140 Pre - reroof 00 01700 Final- Building ❑ 01800 Final - Mechanical ❑ 01900 Final- Reroof ❑ 03100 Site Visit ❑ 04000 Special- Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special - Mom/Resist Conc Frame ❑ 04003 Special -Reinf Steel Prestress ❑ 04004 Special - Welding ❑ 04005 Special- High - Strength Bolting ❑ 04006 Special - Structural Masonry ❑ 04007 Special -Reinf Gypsum Concrete ❑ 04008 Special- Insulating Conc Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special- Piling, Piers, Caissons ❑ 04011 Special - Shotcrete ❑ 04012 Special- Grading, Excav /Fill ❑ 04013 Special- Retaining Wall ❑ 04014 Special -Panels ❑ 04015 Special -Smoke Control System TENANT NAME: CONDITIONS [/ 0001 ❑ 0010 ❑ 0011 ❑ 0012 ❑ 0013 ❑ 0015 0015 [0016 ❑ 0017 ❑ 0018 f e 0019 ❑ "No work shall be done in...." Q r 0002 ❑ 0020 ❑ 0021 ❑ 0022 [v' 0023 ❑ 0024 ✓ 0025 ❑ 026 027 ❑ 0028 ❑ 0003 Et/0030 ❑ 0032 ❑ 0036 ❑ "BTU maximum allow...." ❑ 0035 ❑ 0038 ❑ 0039 ❑ 0004 [v'0040 ❑ 0041 ❑ 0005 ❑ 0006 ❑ "Applicant shall obtain a...." ❑ "Anchoring — All new construct...." ❑ 0007 ❑ 0008 ❑ 0009 ❑ 0031 . ❑ 0034 ❑ "Obtain required inspections...." ❑ "Fuel burning appliances...." ❑ "Appliances, which generate...." ❑ "Water heater shall be anchored...." ❑ "Reroof' Addition conditions as noted: C€1' o d quk o tk BLc A- AZ.I ❑ 0 x144' "�u.iti.vaa.��..w wul TO: JOHfU kaPP DATE: �.. n i 2-000 TITLE: FROM: Vo,4v,v4 JC 7 COMPANY: 1 ��,,� AC -'li( Y2-l%G.S QQ Pte / / . p S - TITLE: U �rh°.• L GL + � / L'c Z-4-/ r � � D�ARTMENT: DIVISION. Cr? OF TUKWILA - PUL_AC WORKS DEPT. FAX TRANSMITTAL FAX NUMBER (206) 431 -3665 FAX NO. ALLED: 6 a 8 TOTAL NUMBER OF PAGES TRANSMITIED.INCLUDING THIS COVER SHEET: SUBJECT: fry -,/- //ga - _ s f� /e.s /0/ "7 j)2j)oo - t17 COMMENTS /MESSAGE: h e P6,5 does not 3/1‘21) ey s sec. o lob 17 /meit,-(des /if ,3/./ • 09-1-(.1c1 l 2 - 20. Ptefrd-e- lina 674 . 6 049-a . F & 1 /7 6) ✓ r'rl- U' (20 • , eorrec:e 5k e-e-t 1.41 ]% 4 s, is v / p /co -c-i . 1W p, -oc °, 1,1 - ' ' e - c/ `G'- tee 404-)1-7 vttt -e ✓VI I S S /ti J p I .5 3/ 1 i G2 / //e.2/. a,4,0„9i9- IF THIS COMMUNICATION IS NOT CLEARLY RECEIVED, PLEASE CALL: SENT BY + i (INITIALS): .1U S TUKWILA PUBLIC WORKS DEPT. - 6300 Southcenter Blvd, Tukwila WA 98188 - (206) 433-0179 09/18/92 ^tTRANSMISSION RESULT REPORT (AUG 21 '00 09 :50AM) TUKWILm DCD /PW THE FOLLOWING FILE(S) ERASED FILE FILE TYPE OPTION TEL NO. PAGEa, RESULT 057 TRANSMISSION 9*- 4256415318 01 OK (AUTO) ERRORS 1) HANG UP OR LINE FAIL 2) BUSY 3) NO ANSWER 4) NO FACSIMILE CONNECTION .yru, tr �` y L.w� 1'Ia�a11G'�`iaai.aWL4{�ii.YwAw CAP∎ 0!,K'.tr..i July 26, 2000 John Kappler Kappler Architects 14311 SE 16th Street Bellevue, WA 98007 RE: CORRECTION LETTER #1 Development Permit Application Number D2000 -177 Fosterview Estates — Lot #17 4258 South 137th Street Dear Mr. Kappler: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Planning Division and Public Works Department. At this time, the Building Division and Fire Department have no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, Brenda 1-Iolt Permit Coordinator encl xc: File No. D2000 -177 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Soutlicenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431 -3670 • Fax: 206.431.3665 CZ U• ca N w! wo 3 (A d H W O ' Z t- 2 3' 3 ON' 0 1-' w W4 O • Z U N' 1 O k- Z 1 July 23, 2001 Dujardin Development Co. Attn: Gary Bumstead P.O. Box 1059 Snohomish, WA 98291 RE: Fosterview Estates Lot 17, Plan #2246 Job # 99090.20 Dear Gary, It is our office's understanding that the 3'/2 "x11' /e" PSL on the upper floor framing plan, which runs front to back at the core staircase, had to be cut short to allow for the stair framing. It is also our understanding that double 2x12's were installed from the kitchen wall to a new full height wall along the stairway at the living room side. These new double 2x12's are spanning approximately 7 feet and are more than adequate to carry the stair loading and half wall above. After further review of the above referenced plan, the double floor joists shown over the family room/nook and nook/kitchen, on sheet A4 of our construction documents, are only required to be single joists. If you have any further questions or comments regarding these items, please do not hesitate to call. Sincerely, Glenn S. Steiner, Architect Kappler Architects, P.S. T A::L:[ [ikCJS, 1p„ . L:CEIvED 11 tl r C 0ill_Viet li fltC y l a 11 tt1It (JJ114.S 12001 REGIS Err:D !k ARC' -ir C7 7 117 1rINER sTArE OF WASHINGTON RECEIVED JUL 26 2001 BUILDING DEPARTMENT 14311 SE 16tli Street . 'Bellevue, •WA 98007 1.800.888.4517. (425)641.5320 . fax: (425)641.5318 C0703 29 Fosterview, Lot 17 Plan #2246 (99090.20).doe wwt.kt1pji(eI hO eJif1f15.COttt Dujardin Development Attn: Gary Burnstead P.O. Box 1059 Snohomish WA 98291 RE: Fosterview Estates: Plan 2246 Lateral Callouts Main Lateral Plan Reference detail 6, 11 on S -2 Dear Gary, kT .PI11iIll. ATC 71 EC TS Per our phone call this morning, we are clarifying the incorrect drafting error and should reference sheet S -1 Please provide this letter as substantiation to the jurisdiction that you with the appropriate information. If you have any additional questions or concerns regarding this call. v L' U r C m p (e t C p 1 t! 11 11 1 H .� 1' C ?�� July 3, 2001 John Kappler p1 , Architect rchitects, P.S. reference to sheet S -2. This is a we have reviewed and provided matter, please do not hesitate to 14311 SE 16th Street . 'Be((evue, 1VA 98007 1.800.888.4517. (425)641.S320 ._fax: (425)641,S318 G:\ADMNDATA\ CORRES101- Qtr- 21C0602_6 MINNt rytyGiraeta aaud•4dl sheet S - 2.doc • Dear Duane: Duane Griffin City of Tukwila 6300Southcenter Blvd. Tukwila, WA 98188 Should you have any questions or comments, please do not hesitate to call. ARCI-LThCJS ,A Px s. 7 l l 0 U r C O I 1 t p t e t c home y a u n nia resource August 18, 2000 S rely, John Kappler President J . ......... RE: Substituting fiberglass fibers in the concrete garage and basement flat work in lieu of welded wire fabric. AUG 2 1 2000 PERMIT CENTER This letter is to request a substitution specified in our drawings. Our drawings callout in the garage and basement concrete flatwork, 6X6 welded wire fabric. We feel that substituting this welded wire fabric with fiberglass fibers will provide a. _suberior product. We_wop1d therefore like to request this substitution in all of Fosterview Estates. Additionally, we callout a capillary break in the form of crushed rock underneath the concrete flatwork. Our site has an abundance of recycled concrete which is crushed to about the same level as crushed rock. We therefore plan on using the recycled concrete as an equal product to crushed rock. I would appreciate your consideration in the above matters and look forward to your response. �7?)r1L Ear :f rl " T. f;.lked Jc.l„1 /1J/'/"r y re 'ar4 *1 izq r, I v co lr'1 ?(r ).' 5'�(�15 1 I �VC�'� 4'i � 2 Y c(( - \` �I�zr�j �i7 111,A 1 tr��•r v .T. 111 711 F 5 . Fl 0.17�1tf" 5 ui�i ��� r1c � 1 o c —pc) • l-1` �y/ c 1 . I � j rrCy . Cj -r I [I C Qp��l�.l ^/, b1'LC�r , 1 Ihsk - ecs {Iv {61 �L �1C1UL I C= c�'fc ?c:1 { �l l .71A, l.'•l:c�'•9t,`�''�• � C 1a1',5 !'lc� I1' C..'YIT il(l Jiiid Il e Lo c,Lllc1 Q C o 4��cl`f", 1. `/ J l 14311 SE 16th Street . Beffevite, W'A 98007 1.800.888.4517. (4'5)641.5320. fax: (4 www.JappferIiorneyfans.corn 1, 11/07/000 10:37 FAX 425 821-•' Butisteed Dujardin Development •• P.O.' Box Snoliomish,'Washington 98291 . • . . . Subject: • Forking Drains ' PostervieW Estate's Tukwila, Washington. Dear Mr. Bumstead: . Tliikletterisummarizes'.Our discussions regarding the exterior footing drains for the residences' to be construct O at . . thc•ratervicw,Es project; In our opinion,•the•fahting-a'n ; fThf • • , • .. Witha slrip of separation Etbricplaied Over the top... . . • • ' • On the downhill side of buildings, the depth of rock may he teducedlo 12 inches. . • • The pipe should be sloped to promote positive flow to the downhill point where it will be transported away from the structure. We understand the:prOject. drawings show a fonr-pereeni slope, This slope is not necessary to promoto.flow. . •. . . , . • . .. . . • .. . . •• .•Sincerely y 11ERAA, Anil Butail, Principal BK/AB:ae cc: • .• • • • • de.17". • ' Consultants in Geotechnical Engineering, Ge'olog? " • . and • A.four-in Ch, perforated PVC drinpipe should be placed alongside the base of the exteribr footings. • ' • , 'The drain should then bp covered with at.least .18 inches or . one-inch minus washed rock ••■• • • TERRA ASSOCIATES Inc. • TERRA ASSOCI4TES Environmental 41. Scionc41 • • . . thitects . • . • • November 7, 2000 Project No. T-151.5-2 • • • RECEIVED • . CITY OF TUKMLA 8 2000 PERMIT CENTER RI002 • We trust the .infonnation•presenteci is suf5c for yOur •cuiTent needs. If ..you have any questions Or requite additional info , , • • . 12525•Willows.Road, Suite 101, Kirkland, Washington 98034 • Phone. (4* 821-777i • Fax (425) 821 • terradterra-*ssociateS.corn.• . TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Subject: Final Report Earthwork Observation and Testing Fosterview Estates, Lot 17 Tukwila, Washington Reference: Plan Review, Fosterview Estates, Lot 17, Terra Associates, Inc., dated May 24, 2000 Dear Mr. Fowler: As requested, we provided intermittent earthwork observation and testing services during grading and construction of foundations for Lot 17 of Fosterview Estates in Tukwila. The purpose of our work was to verify that the geotechnical engineering aspects of the project were completed in accordance with recommendations outlined in the referenced plan review letter, and Kappler Architects' construction drawings. Our services on the project consisted of observation and testing of the following: • • • • Structural fill placement and compaction Foundation subgrades Garage and basement floor subgrades Footing subsurface drainage September 21, 2001 Project No. T- 1515 -2 Based on our field observations and test results, it is our opinion that earthwork and foundation construction on Lot 17 has been prepared in general accordance with project specifications and recommendations provided in the referenced plan review letter. Foundation subgrades observed by our firm will provide satisfactory support for footings using a bearing capacity of 2,000 pounds per square foot (psf). We have enclosed a copy of our excavation examination memo delineating the foundation subgrade conditions noted during our site visits. 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 • terra@terra- associates.com 9.. .. .. NgSVS+ 9�feM�Rn�exasrt. n. tw�w» �w�awnrnm.Nmrrt^e^wp «.n....w... ......«.. A.». wt. �w• �,•» »•••••,••••••• •�•in.�+nv+.�+nn!r4c+rvJNg1A4N7Y �. v Cl) � 9 w 0: gQ ` ° w z �' O ILI Ili U O 0 LU uj Hi 10. V_ � w z ;. N ` O ' Mr. Bill Fowler September 21, 2001 At the time of this letter, the landscape along the south side of the house was not complete due to planned future construction on the adjacent Lot 18. This work was performed and this letter was prepared specifically for the use of Dujardin Development Company and their authorized representatives. We trust the information presented is sufficient for your current needs. If you have any questions or require additional information, please call. Sincerely yours, TERRA ASSOCIATES, INC. qua tit)! BPK/AB:ae" z1 t' $ k 12/9/0! Efictr Examination Report (1) cc: Mr. John Kappler, Kappler Architects Project No. T- 1515 -2 Page No. 2 PROJECT NAME: rOSTErtor CONTRACTOR: OtATAno /p/ DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: SIG TORE 4 2U -nc\ P 1 /Lief �i TERRA ASSOCIATES REPRESENTATIVE rERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED Noe. 2 I , ZOon PROJECT NO /S/S - Z PROJECT LOCATION I tAlct.41.-A- REPRESENTATIVE• (7A/11 LOT NOTES: &OE, UPo C.OrioI -naki O Sb4V7 TOD/k ) Jr IS 'Tertr:) C1o'L/u <0BGn -t' _ r.r)...0,.riox7s EXPOSE fa Farp/xx,5 Forte- L- e l7 AAA, AoEQ.m,-r-:. roc.- 114 2.000 Psf 3Ecr -I/. -v CPPrni.r1 Our representative has examined only the footing excavations listed above. The results of this examination we only valid for a period of 48 hours. If any change in the subgrade conditions occurs, we should be promptly notified. Any loosened soils observed in foundation areas due to construction activity or rainfall should be removed prior to concrete placement. COPY TO: 'A4 -7 (Sr) /( rx „, U O to o! U W aa O ; LLQ 00 D F=- W Z O F - j U O O N H' H • lb co z .' FOOTING EXCAVATION FIELD CONDITIONS NOTED S T & P P . O F o t m a 6 G x ' c � ! } r 7 . A) 4, _ c o t s F i ( P i t h e A.,,F nhw. 6. Sk)/ LJ 6"e_. r RE-7,061J CF ro- CpAiryncfr,.0 2rr�ry,�� GaNC „f- c# h T ~ I 1 f`irrL. #40-- //( ,< i /V A17 ✓e 5)' LT r • • PROJECT NAME: rOSTErtor CONTRACTOR: OtATAno /p/ DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: SIG TORE 4 2U -nc\ P 1 /Lief �i TERRA ASSOCIATES REPRESENTATIVE rERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED Noe. 2 I , ZOon PROJECT NO /S/S - Z PROJECT LOCATION I tAlct.41.-A- REPRESENTATIVE• (7A/11 LOT NOTES: &OE, UPo C.OrioI -naki O Sb4V7 TOD/k ) Jr IS 'Tertr:) C1o'L/u <0BGn -t' _ r.r)...0,.riox7s EXPOSE fa Farp/xx,5 Forte- L- e l7 AAA, AoEQ.m,-r-:. roc.- 114 2.000 Psf 3Ecr -I/. -v CPPrni.r1 Our representative has examined only the footing excavations listed above. The results of this examination we only valid for a period of 48 hours. If any change in the subgrade conditions occurs, we should be promptly notified. Any loosened soils observed in foundation areas due to construction activity or rainfall should be removed prior to concrete placement. COPY TO: 'A4 -7 (Sr) /( rx „, U O to o! U W aa O ; LLQ 00 D F=- W Z O F - j U O O N H' H • lb co z ACTIVITY NUMBER: D2000 -177 DATE: 6 -1 -2000 PROJECT NAME: FOSTERVIEW ESTATES - LOT 17 SITE ADDRESS: 4258 S 137 ST SUITE # XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete Comments: I ail AI Ii'a TUES /THURS ROUTING: Please Route WRROUTE.DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP • ■ Fire Prevention Structural n Structural Review Required n DETERMINATION OF COMPLETENESS: (Tues., Thur .) iii Incomplete 0 Planning Division Permit oordinator MEI DUE DATE: 6-6 -2000 Not Applicable n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 7 -4 -2000 Approved Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: U O N N W . F- u w O g a u. F ? � W w V O O co D F- w w '. - O• Lu U = z ACTIVITY NUMBER: D2000 -177 DATE: 6 -12 -2000 PROJECT NAME: FOSTERVIEW ESTATES - LOT 17 SITE ADDRESS: 4258 S 137 ST Original Plan Submittal XX Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division AUX. 1-5.-0 Public Works � wa 1 ^z DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route Structural Review Required No further Review Required 1 REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions Not Approved (attach comments) ` ► , REVIEWER'S INITIALS: DATE: �.0kifte'I.LOYa al ( I AAgiM 1- CORRECTION DETERMINATION: Approved Y9UtUU11.1R)C VP) PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP FAZ entiQn Structural Incomplete Approved with Conditions REVIEWER'S INITIALS: P nning Di ision e�rti� Permit Coordinator DUE DATE: 6-13-2000 Not Applicable n DUE DATE 7- 11-2000 DUE DATE Not Approved (attach comments) n DATE: o O! U)0 ': vO w; w u_ w O g Q. it o z � 11J Lu U � O— 01- W W o ` - LL. O LL Z ! O z . ACTIVITY NUMBER: D2000 -177 DATE: 8 -4 -2000 PROJECT NAME: FOSTERVIEW ESTATES LOT 17 SITE ADDRESS: 4258 S 137 ST Original Plan Submittal Response to Incomplete Letter #_ XX Response to Correction Letter # 1 Revision # _ After Permit Is Issued DEPARTMENTS: Building Division Ti P blic W rks LUG e. -ems DETERMINATIO OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 8- 8-2000 Complete Incomplete Ti Not Applicable Comments: TUES /THURS ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved Ti WRROUTE.DOC 5/99 PERMIT COORD COP`S PLAN REVIEW /ROUTING SLIP Fire Prevention Structural n n n Planning Division a - -6^) Permit Coordinator No further Review Required DATE: DUE DATE: 9 -5 -2000 Not Approved (attach comments) Ti DATE: DUE DATE Approved with Conditions Ti Not Approved (attach comments) REVIEWER'S INITIALS: n DATE: h Revision submittals must be sub mined in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 5 -1(e • 01 ❑ Response to Incomplete Letter m ❑ Response to Correction- Letter # jEj Revision m I _ after Permit is Issued Project Name: FOSTkiLVIEld E.STA TE,S__LeT Project Address: 4268 S 131Th PL Contact Person: Phone Number. Summary of Revision: eAi w r L. AoO‘o '7 StOd Entered in Sierra on City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite .100 Tuktiviia, WA 93133' (206)431-3670 6 Plan Check/Permit Number: D 2000 — 177 • w ( -1S.r "1 1. P Ptn1T c ct 1 9 Sheet Number(s): P2.4 "Cloud" or highlight all areas of revision including dare of r s'on Received at the City of Tukwila Permit Center by: ' \_____ 08/30/00 DIRW.IMMAIWAThetrdeltwA .0 Mil Date: City of Tukwila 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. Response to Incomplete Letter # Response to Correction Letter # 1 Revision # after Permit is Issued Plan Check /Permit Number: D2000-177 Project Name: FOSTERVIEW ESTATES — LOT 17 Project Address: 4258 South 137 Street Contact Person: John Kappler Phone Number: Summary of Revision: M Sheets listed. below Iftwe beer) revise& 4o dcldres ail issues vex. 1 w� +. ,,,a i'lv� s +6,5?-4." EArr1nW c lukalnfiites a,r-e. showy\ Dv. p l . 'The watisuv► reports Woe, bee h CAlculafieol +o heat' - t1' ev iive %Ar se . T y piece IDLA1 loci wie'[hoc( will 6e - {-o IvIsula. +e The wiaihyR oor draw\ ih face -the tower - Noy uu-Fih xc1(uv\heakee) shtkivd a 1914. er• wish tmo raoll At a. - '�vNished. lower -how; • 9 1 89e. i hs �Icct-e d ?er ' a ugh �119.e. �Owp -v� or walls wilt P2.ss, pb.i Pt.0 C,12,L 14 o Sheet Number(s): Sht.0 u p I.0 pl .l, p l . S, 1 "Cloud" or highlight all areas of revision including date of revision RECEIVED CITY OF TUKWILA Received at the City of Tukwila Permit Center by: Ii 4.16 Entered in Sierra on 8 - 4- „lox AUG - 4 2000 OOA„ENTER U 9c1 M w 0; u. J ie a 1.-w IL a U !0 H` = V U. O; 1 z U ( L ) . Z City of Tukwila 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: CO 12 ® Response to Incomplete Letter # 1 O Response to Correction Letter # O Revision # after Permit is Issued Summary of Revision: P.2 Plan Check/Permit Number: D2000-177 c.V OF JUN - Project Name: FOSTERVIEW ESTATES — LOT 17 c°1Sr Project Address: 4258 South 137 Street Contact Person: John Kappler Phone Number: k j1 - 5-641 --5924) (4) bk I LtJ O St 1 PLM Sheet Number(s): "Cloud" or highlight all areas of revision including date of Received at the City of Tukwila Permit Center by: (Entered in Sierra on LO - (2. 06 /07/00 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, erc. Date: 5-•• Response to Incomplete Letter T El Response to Correction 'Letter Revision R / after Permit is Issued Project Name: FOSTEIL1l1 E1A1 Esra r6,$ 1- Fr 1 7 Project Address: 4259 5 131m PL Contact Person: Phone Number. Summary of Revision: eAAIDUAAr WALL. .4oO # .1146 f/AitA City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite.100 Tukwila, WA 98188' (206)431-3670 Sheet Number(s): Z. 4 "Cloud" or highlight all areas of revision including dare of r 's'on Received at the City of Tukwila Permit Center by: Entered in Sierra on 6 ' /7 —D Plan Check/Permit Number: D2000 -1'7'7 w F ost3otoo • g U8, cow; W O :• 2 g a . I--Ili z �' Z 0 W n p N1 . o w W' — O W Z ': U) 0 � Z • City of Tukwila Steven M. Mullet, Mayor Fire Department Thomas 1 Keefe, Fire Chief Fire Department Review Control #D2000 -177 (510) June 8, 2000 Re: Fosterview Estates - lot 17 - 4258 South 137th Street Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The minimum fire flow and flow duration requirements for one- and two - family dwellings having a fire area which does not exceed 3,600 square feet (344.5 m2) shall be 1,000 gallons per minute (3785.4 L /min.). Fire flow and flow duration for dwellings having a fire area in excess of 3,600 square feet (344.5 m2) shall not be less than that specified in Table A- III -A -1. Exception: A reduction in required fire flow of 50 percent, as approved by the chief, is allowed when the building is provided with an approved automatic sprinkler system. (UFC Appendix III -A, sec. 5.1) 2. Acceptance of residential fire sprinkler systems shall include field verification of GPM and residual pressures meeting or exceeding the listing for the sprinkler type. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 - 575.4439 J U UO N 0 N W WO cS ° I- III Z � ~ O Z W 2 j ! V C; 0 N : 0 W • z ' z .... 1 n ..h..'h.. City of Tukwila Fire Department Thomas R Keefe, Fire Chief Page number 2 Contact The Tukwila Fire Prevention Eureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 3. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110- 16(a), NEC 110- 16(c)) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, 5/0 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. 5754439 (6 w' t 9 co w u. 0 d . F ? � w W; 2 0' p 0, ;O Hi U. w w 0 u 0 N ,. O ~ z RECEIVED CITY OF TUKWILA CITY OF UKWILA P - 1 200 Permit Center • 6300 Southcenter Boulevard, Suite 100, Tukwila, WA §i§9% CENTER' Telephone: (206) 431 -3670 -11a Certificate of Water Availability PROJECT #: Ft fe rVieuJ Required only if outside City of Tukwila water utility district) • hydrant location and s • Il PART A: (To be completed by applicant) Site Address (Attach map and Legal Description showin 0Q1 i irfltbitiatr0tbi LIA58 VnialittesOride lso Owner /Agent Signature: The proposed project is located within 9 (City/County) k SR mil' Name: Ka p ()ler- T r`' # i'*e - Address: Name: OUl y tR)fQ- toprr\ A Address: Phone: 4as • 334 - l $ Phone: S - (py - 5390 This certificate is for the purposes of: B' Residential Building Permit ❑ Commercial/Industrial Building Permit ❑ Preliminary Plat ❑ Rezone ❑ Short Subdivision ❑ Other Estimated number of service connections and meter size(s): 5 /3x or'Q_ c.0 Vehicular distance from nearest hydrant to the closest point of structure ft. Area is served by (Water utility district): IL{ acuin UJ Di5i No. laS s Date: ;'t - c 'e PART B: (To be completed by water utility district) The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: (Use separate sheet if more room is needed) Based upon the improvements listed above, water can be provided and.will be available at the site with a flow of .00 0 gpm at 20 psi residual for a duration of 2 hours at a velocity of / Z fps as documented by the attached calculations. I hereby certify that the above information is true and correct. k C u A *k lac - Agency /Phone 2.76 f t - L4- 1- —7 -cam Date PART C: (To be completed by governing jurisdiction) Water Availability: ❑ Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item C2 are met. ❑ System isn't capable of providing service to this project. Minimum water system improvements: (At least equal to B2 above) (Use separate sheet if more room is needed) Agency /Phone By Date , WTRAVAILDOC' /96*-, z w tr 60 00 u) 0 UJ J U)w 0 H ON 0H W w H- U. O wz z Part A: (To Be Completed by Applicant) Purpose of Certificate: F Building Permit ID Preliminary Plat or PUD El Other CiTY OF E TUKWILA ❑ Short Subdivision ❑ Rezone IIIN I MO — Proposed Use: : ;' E Residential Single Family CI Multi - Family El Commercial ❑ ()WIT CENTER Applicants Name: Did () AP EUEI 0T Phone: � c . :, - '3341 Property Address or Approximate Location: I ti Legal Description(Attach Map and Legal Description if necessary): -"Ly 'kA u l e 1 , - . - L* (1 48a 1. 'D t 9/ J 0110 Part B: (To Be Completed by Sewer Agency) 1 ❑ a. Sewer Service will be provided by side sewer connection only to an existing size sewer feet from the site and the sewer system has the capacity to the serve proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: 13 (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2 (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3 . ❑ 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: $ SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $1090 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) b. Easements: ❑ Required • ❑ May be Required c. Other: I he fro [WORKING TOWARD A SETTER ENVIRONMENT SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY RI Certificate of Sewer Availability 14816 Military Road South P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242-3236 Fax: (206) 242-1527 OR ❑ Certificate of Sewer Non - Availability certify that the above sewer agency information is true. This certification shall be valid for one year date of signatu ik ./ Title • REVISIONS I NO CHANGES SHALL BE MADE 10 THE SCOPE OF WORK WITHOUT PRIOR FOSTERVIEW, TUKWILA A UILDINf3 DIVISIONDUJARDIN NEW PUW SBMR P1AN REVIEW REFH DEVELOPM CO PERMIT SUBMITTAL DOCUMENTS, LOT 17 ADDRESS: 4258 SOUTH 137TH PLACE TAX PARCEL I.D. #: 261200 -0170 OWNER / DEV DEVELOPER - DUJARDIN 9623 - 32ND ST. S.E. EVERETT WA 98026 425 -743 -6140 CONTACT - BILL FOWLER CONSULTANTS CIVIL - ARCHITECT - KAPPLER ARCHITECTS 14311 SE 16th St. BELLEVUE WA, 98007 425 - 641 -5320 FAX: 425-641-5318 CONTACT - JOHN KAPPLER SURVEY - B.L. McDUFFY 3605 COLBEY AVE - EVERETT' WA 98021 425 - 258 -4438 CONTACT - BUD CONDREY STRUCTURAL - ERIC TIETZE & ASSOC. 18530 76TH AVE W. SUITE B EDMONDS WA 98026 425 -771 -6212 FAX 425 -775 -0236 CONTACT - ERIC TIETZE JAMIESON CONSULTING 901 KIRKLAND AVE STE B -1 KIRKLAND WA 98033 425 - 803 -2581 FAX 425 -803 -3289 CONTACT - DOUG JAMIESON LANDSCAPE - ALI 12119 104TH AVE N.E. KIRKLAND WA 98034 425- 823 -9400 CONTACT - JORGE ANGULO LOPER SWEET PLAT ARCHITECTURAL PLANS Slit 4 of 4 APPROVED PLAT DRAWING P1.0 MASTER HOME DEVELOPMENT PLAN P1.1 PHASE A - HOME DEVELOPMENT PLAN P15 MASTER ARCHITECTURAL GRADING PLAN P16 PLAT GRADING COMPARISON FINAL GRADES FOR PLAT APPROVAL vs. FINAL GRADES FOR LOT BUILD OUT P25 , , ARCHITECTURAL SITE PLAN - LOTS 16 - 18 126010.1 SITE SPECIFIC SECTIONS - LOTS I - 4, 17 PRO SITE SPECIFIC FOUNDATION DETAILS FOR LOT 17 CIVIL ENGINgERING a C8 C.12 C -13 FOSTERVIEW ESTATES DRAINAGE PLAN AS - BUILT SEWER PLAN FOSTERVIEW ESTATES AS - BUILT - WATER EXTENTION PLAN ARCHITECTURAL COVERSHEET AL CODE NOTES A2.1 FOUNDATION& LOWER FLOOR PLAN A2.2 MAIN FLOOR FRAMING A3. MAIN FLOOR PLAN A4. UPPER FLOOR FRAMING PLAN AS. UPPER FLOOR PLAN A6. UPPER ROOF FRAMING PLAN A7. ELEVATIONS & BUILDING SECTIONS DL STANDARD DETAILS D2. STANDARD DETAILS SI. LATERAL DETAILS S2. LATERAL DETAILS S3. LATERAL WALL SCHEDULE b2 O ARCHITECTURAL HOME PLANS (FROM BASE PLAN # 82000.059) till,' OF TUKWILA prpr''i;LD E d - ._r ;nd that the Plan (,heck apt i subject lc or I and OM issoes and rpp dl :;t 1 plant^ does not entlaor,e the ee, at on ut e'y ' retooled code or t,rdinaore Receipt ot con- at tractor's o veri I> ,.r wi:d *.led. • i These plans have been reviewed by the Pull Works Department for Conformance with current City standards. Acceptance Is subject to errors and amlcc ono which do not authorize violations of adop:cd standards oronlbe lees. The rctpcnsibility forthc adequacy of Ih5delbe rests toto:iy with the desi;r.cr. Additions, Malone Or revision. to these drat•:ingo after this dBla tub Void this acceptance and will require a rasU l of revised drawings for subsequent appeal. Final acceptance is subject to field inspection by the Public Works utilities Inspec3nr. Date: 22 zoo, By: e c 4CGE ss Gf} 50 AU 1 still Date V . 2_ ��//�� Permit No t ZOOO 111 EUILDINta U;VISI i s� WI" CORRECIION LT R# SEPARATE PERMIT RE RED FOR: U_r fECHANICAL CY'E CTRICAL wawa S PIPING CITE' Or TI)5WILA BUILDING DIViSIISD4 RECEIVED AUG 0 8 2000 PUBLIC WORKS PNED CITY OF ECE TUKWIIA h 222x, AUG - a -U PERMRCENTER D2OOOl77 w 5,1 0 0 m q o O g oe 0 4 (■ F- Co ' u R rn W n q) © cc z �, S rD W t 5rJ!`\r n rLe Jos NO ryj:s CHLE COVER SHEET AREA LOT # PHASE LOT21 5 LOT 22 B LOT 23 LOT 24 6 LOT 25 C LOT 26 LOT 27 2 LOT 28 B 7 LOT 29 D LOT 30 tor 11 LOT 31 LOT 12 LOT 52 LOT 13 8 LOT 33 A LOT 34 LOT 15 A LOT 35 LOT 16 LOT 36 LOT 17 9 LOT 37 C LOT 38 LOT19 C LOT 39 LOT 20 10 LOT 40 D AREA LOT # PHASE LOT 1 1' LOT 2 A LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 2 LOT 8 B LOT 9 LOT 10 tor 11 LOT 12 LOT 13 LOT 14 3 LOT 15 A LOT 16 LOT 17 LOT 18 4 LOT19 C LOT 20 HOUSE DEVELOPMENT PLAN PME KEY PRELIMINARY PLAT NO. L93 - 0014 FINAL PLAT NO. L99 -0018 CONDITIONS 1. CONSTRUCTION OF INDIVIDUAL HOMES, INCLUDING THEIR FOOTINGS, FOUNDATIONS, ETC. MUST BE ACCOMPLSHED IN ACCORDANCE WITii THE APPROVED HOUSE DEVELOPMENT PLAN. 2. THE HOUSE DEVELOPMENT PLAN OUTLINES 10 AREAS. EACH AREA IS TO BE DEVELOPED IN THE CORRESPONDING CONSTRUCTION PHASE. 3. THE CONSTRUCTION PHASES SHALL BE DEVELOPED PER THE GEOTECHNICAL RECOMMENDATIONS OF TERRA ASSOCIATES OR ANOTHER CITY APPROVED GEOTECHNICAL- ENGINEERING FIRM. 4. THESE GEOTECHNICAL RECOMMENDATIONS ARE TO BE INCLUDED AS PART CF THE SUBMITTAL FOR EACH OF THE SINGLE FAMILY HOME PERMITS; ON A LOT BY LOT BASIS GROUPED IN CONSTRUCTION PHASES 5. THESE RECOMMENDATIONS ARE TO INCLUDE SPECIFICS FOR: A. TEMPORARY EXCAVATION RECOMMENDATIONS BY PHASE TO ALLOW FOR THE IMPLEMENTATION OF HOUSE FOOTINGS FOUNDATIONS AND SLABS. B. CONSTRUCTION AREA AND PHASE MITIGATION MEASURES FOR SOIL STABILITY AND EROSION CONTROL BEFORE AND DURING HOUSE CONSTRUCTION. C. GEOTECHNICAL REQUIREMENTS NEEDED TO ALLOW THE IMPLEMENTATION OF THE NEXT HOUSE CONSTRUCTION PHASE. D. CONSTRUCTION DESIGN PERIMETERS ON A LOT BY LOT BASIS. E. FOR LOTS 21 THROUGH 34, THE UNSUITABLE FILL MATERIAL SHALL BE OVER EXCAVATED DURING CONSTRUCTION OF FOUNDATIONS, FOOTINGS, AND FLOOR SLABS. ADDITIONALLY, THERE WILL BE LIMITED EXCAVATION AND REMOVAL OF THE UNSUITABLE SOIL DURING DRIVEWAY CONSTRUCTION. F. FOR LOTS 35 THROUGH 40, THE SLOPE FOR THE 'UPPER PORTION" (SOUTH END) OF EACH LOT WILL BE FLATTENED DURING LOT DEVELOPMENT TO ACHIEVE AN INCLINATION OF 2.5: 1. ANOTHER ACCEPTABLE OPTION IS TO PROVIDE A CANTILEVERED CONCRETE OR MECHANICALLY STABILIZED EARTH RETAINING WALL. LOWER PORTIONS (NORTH END) OF PIE LOTS WILL HAVE THESP SLOPE PROBLEMS CORRECTED DURING LOT DEVELOPMENT. 6. THE APPLICANT IS TO INCLUDE AS PART OF THEIR SINGLE FAMILY HOME PERMIT, THESE GEOTECHNICAL RECOMMENDATIONS AS WELL AS A LETTER FROM THE GEOTECHNICAL ENGINEER THAT CERTIFIES ON A LOT BY LOT BASIS, GROUPED IN PHASES, THAT THE HOME, FOOTING AND, FOUNDATION DESIGN ADDRESS AND FULFILLS THEIR GEOTECHNICAL RECOMMENDATIONS. 02000- (77 Z DURING CONSTRUCTION, THE GEOTECHNICAL ENGINEER IS TO OBSERVE THE IMPLEMENTATION OF THE HOUSE DEVELOPMENT PLAN. FIELD REPORTS ARE 7D BE SUBMITTED TO THE CITY AND TO INCLUDE: A. TEMPORARY EXCAVATIONS FOR CONSTRUCTION PHASES AND MITIGATION MEASURES. B IMPLEMENTATIONS OF FOOTING. FOUNDATIONS, RETAINING WALLS AND FLOOR SLAB AND DRIVEWAY PLACEMENT ACCORDING TO THE GEOTECHNICAL RECOMMENDATIONS. C BACK FILL AND PREPARATION OF IMPLEMENTATION TO A ADJACENT CONSTRUCTION :.;PHASES ACCORDING TO THE GEOTECHNICAL RECOMMENDATIONS. 8. THE GEOTECHNICAL ENGINEER IS TO PROVIDE CERTIFICATION ON A LOT BY LOT BASIS THAT THE WORK HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH THE GEOTECHNICAL RECOMMENDATIONS 9. EACH OWNER IN ITS PURCHASE OF A LOT, HEREBY ACKNOWLEDGES THAT THE PLAT OF FOSTERVIEW ESTATES AS APPROVED BY THE CITY OF TUKWILA, CONTAINS AREAS CONSISTING OF STEEP SLOPES EACH OWNER HEREBY RELEASES THE CITY OF TUKWILA AND ITS OFFICERS AGENTS AND EMPLOYEES FROM ALL CLAIMS, ACTIONS CAUSES OF ACTION, COSTS ATTORNEYS' AND EXPERTS 1-Ets OR PROPERTY DAMAGE ARISING FROM THE PRESENCE OF STEEP SLOPES WITHIN THE PLATT PROVDED, THAT THIS RELEASE SHALL NOT APPLY TO CLAIMS, ACTIONS CAUSES OF ACTION COSTS. ATTORNEYS' AND EXPERTS' FEES AND PROPERTY DAMAGE RESULTING FROM THE SOLE OR CONTRIBUTORY NEGLIGENCE OF THE CITY OF TUKWILA, ITS OFFICERS, AGENTS AND EMPLOYEES. CITY OF SEAT'IT2 UTIL. ' EA SE'1t ENT P.M. #230415-1-011 THIS EASEMENT GRANTS TO THE CITY OF SEATTLE (HEREAFTER REFERRED TO AS GRANTEE), ITS SUCCESSORS AND ASSIGNS, THE RIGHT, PRIVILEGE AND AUTHORITY TO INSTALL, CONSTRUCT ERECT ALTER, IMPROVE REPAIR, ENERGIZE, OPERATE AND MAINTAIN ELECTRIC UNDERGROUND DISTRIBUTION FACILITIES TRANSFORMERS DUCTS VAULTS, MANHOLES CABINETS CONTAINERS CONDUITS, WIRES AND OTHER NECESSARY OR CONVENIENT APPURTENANCES TO MAKE SAID UNDERGROUND AN INTEGRA TED ELECTRIC SYSTEM. ALL SUCH ELECTRIC SYSTEM IS TO BE LOCATED ACROSS, OVER UPON AND UNDER THE FOLLOWING DESCRIBED LANDS ,END PREMISES SITUATED IN THE COUNTY OF KING, STATE OF WASHINGTON, TO 1 THOSE AREAS HEREIN WI THIN THE PLA T OF FOSTERVIEW ESTATES DESIGNATED AS - UTILITY EASEMENTS AND /OR ACCESS AND UTILITY EASEMENTS TOGETHER WITH THE RIGHT AT ALL TIMES TO THE GRANTEE, ITS SUCCESSORS AND ASSIGNS OF INGRESS TO AND EGRESS FROM SAID LANDS ACROSS ADJACENT LANDS ABUTTING THE DESCRIBED EASEMENT AREA FOR THE PURPOSE OF INSTALLING,' CONSTRUCTING, RECONSTRUCTING REPAIRING RENEWING, ALTERING, CHANGING, PATROLLING, ENERGIZING AND OPERATING SAID ELECTRIC SYSTEM, AND THE RIGHT AT ANY TIME TO REMOVE ALL OR ANY PART OF SAID ELECTRIC SYSTEM FROM SAID LANDS. ALSO THE RIGHT TO THE GRANTEE, ITS SUCCESSORS AND ASSIGNS AT ALL TIMES TO CUT AND TRIM BRUSH, TREES OR OTHER PLANTS STANDING OR GROWING UPON SAID LANDS OR ADJACENT LANDS WHICH, IN THE OPINION OF THE GRANTEE, INTERFERE 311TH THE MAINTENANCE OR OPERATION OF THE SYSTEM, OR CONSTITUTE A MENACE OR DANGER TO SAID ELECTRIC SYSTEM IT IS FURTHER COVENANTED AND AGREED THAT NO STRUCTURE OR FIRE HAZARDS WILL BE ERECTED OR PERMITTED WITHIN THE ABOVE DESCRIBED EASEMENT AREA WITHOUT PRIOR WRITTEN APPROVAL FROM THE GRANTEE, ITS SUCCESSORS AND ASSIGNS; THAT NO DIGGING WILL BE DONE OR PERMITTED WITHIN THE EASEMENT AREA WHICH WILL IN ANY MANNER DISTURB THE FACIUTIES OR THEIR SOLIDITY OR UNEARTH ANY PORTION THEREOF; AND THAT NO BLASTING OR DISCHARGE OF ANY EXPLOSIVES WILL BE PERMITTED WITHIN FIFTY (BO) FEET OF SAID LINES AND APPURTENANCES. THE CITY OF SEATTLE IS TO BE RESPONSIBLE, AS PROVIDED BY LAW, FOR ANY DAMAGE IN THE CONSTRUCTION, MAINTENANCE AND OPERATION OF SAID ELECTRIC SYSTEM ACROSS, OVER, UPON AND UNDER THE PROPERTY GRANTED IN THIS EASEMENT OR. ADJACENT LAND THERETO. THE RIGHTS, TITLE, PRIVILEGES AND AUTHORITY HEREBY, GRANTED SHALL CONTINUE AND BE IN FORCE UNTIL SUCH TIME AS THE GRANTEE, ITS SUCCESSORS AND ASSIGNS SHALL PERMANENTLY REMOVE SAID POLES, WIRES AND APPURTENANCES FROM SAID LANDS OR SHALL OTHERWISE PERMANENTLY ABANDON SAID ELECTRIC SYSTEM, AT WHICH TIME ALL SUCH RIGHTS, TITLE, PRIVILEGES AND AUTHORITY HEREBY GRANTED SHALL TERMINATE. Rl OPEN SPACE EASEMENT LINE TABLE LINE I DIRECTION I DISTANCE ELT N8958 54'W 40.25 EL2 NO039'04'E 10.13' EL3 N8955 54'W 58.28' EL4 EL5 N73'41'17 W 40270' N73.411 � . - - 262� - N1936 34 E 118718'5.4'S N099r32E N5770'04E 27.23" N832348E 29.05' N137557'E 2255' N8938"14'W 46;42' EL6 4.56' EL7 51.21' 0.8 7244' EL70 EL11 EL12 ELT 3 N14 36'E -. 35.05 EL14 N88'6'09'W 47.06' EL15 N8876'091W .5.72' ELIE Ni6S 05'E 32.00 ELi7 - N217545'E 25.84' EC18 N82Y013'W 14.86' 20.92' £L20 N52 -024rW 32.09' N52'24rW 28.92' 5519 N7261'47'L EL21 EL22 N894055W 26.97' 023 N8970561W 24.39' E1_24 68970'56 "W 16.55' EL25 N60'41'3 "E 52. 0126 006•000E 9.61 EL27 N8970561W 3540' EL28 57539'14E 45.91 66832'39: E 22.42' EL30. N193554'W 029 38.77' 8.31 N3255'I2'W 3344' EL32 N85'22'57'W 49.06' 0.33. N515r35E 18.82' EL34 NOF'4554E 22.04' ELM X411783531 2568' EL36 No-35451v 21.13 0.37 - 664'5541'W 60.03' ET-35 - NQ232 W 19.88 EL39 - N36L5'34'E 2566' EL40 N8453'41'W 41;66' EL41 N38•534E 16.16' 0.42 N747941'E 26.99' 0.43 NO356 32 "W 31.75 . 0.44 6347932E 25.95' 0.45 N0679'49E 15.18' EL46 N2835'42'W 1693' 0.47 NO2'4434 'S EL48 63,50521E 0.49 N22'42'407' 0.50 - N87'6'25W '€551' N8r4829 W 0:52 N87'48'25W 0.53 • 90137435 0.54 N355757W 0.55 5535155 17.08 21.05' 16,28' 20.74' 10.83' 257' 5000' 74.34" 80.93' OPEN SPACE EASEMENT CURVE TABLE 'ST I £C2 EC3 EC4 RADIUS I LENOTN 53.71' 57.93' 47.00' 17.23' 33.27' 36.25 20.00" 49.81' DELTA 6279'43" 2059'52' 627518' 142'41'51' FOSTERVIEW ESTATES A REPLAT OF A PORTION OF TRACT 67, RIVERSIDE INTERURBAN TRACTS AND AND A PORTION OF TRACT 19, FOSTORIA GARDEN TRACTS IN GL. 2 AND GL. 3 AND THE SW 1/4 OF THE NE 1/4 OF SECTION 15, T. 23 N., R. 4 E., W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON R.L. McDUFFY & ASSOCIATES, INC. LAND USE CONSULTANTS ENGINEERS e SURVEYORS 0 PLANNERS • MANAGEMENT 3605 COLBY AVENUE EVERETT, WASN1NGT9Y 98201 (425) 258 -4438 FAX (425) 258 -1616 RECEIVED CITY CF TUKWRA AUG - 2000 PERMIT CENTER DATE 2/7/00 ONO BY KMG ,ice NO. 96089 5NT 4 OF PLC USES IN PILE=. 1568A 2 AREA 1568B PLAN MI 1843A , IIMAI _ 1843B 6 2060 5 2108 5 (a2) 2246 5 1843A 2119 6 LOT # PHASE PLAN %IN AREA LOT # (PHASE PLAN MI AREA LOT 1 I 1843B X LOT 21 2119 LOT 2 1843A X LOT 22 B 2060 5 LOT 3 A 2119 I LOT 23 1568A LOT 4 2246 LOT 24 1568B LOT ' �a 2108 X LOT 25 c 1843A 6 LOT 6 2246 LOT 26 1843B LOT 7 2246 LOT 27 1843A 1 LOT 8 B 2108 x 2 LOT 28 1843B LOT 9 ' 2108 LOT 29 D 1843B 7 LOT 10 2246 LOT 30 1843A LOT 11 1 2108 LOT 31 2060 LOT 12 1568A LOT 32 2119 LOT 13 2108 LOT 33 A 2060 8 LOT 14 2108 LOT 34 2119 LOT 15 A L MODYFD (1) 3 LOT 35 1843B LOT 16 2108 MOD'F.D (2) LOT 36 1843A LOT 17 2246 LOT 37 C 1843B 9 1 r LOT 18 1 2060 LOT 38 1843A LOT 19 C 2119 4 LOT 39 1843B _i LOT 20 r 2060 LOT 40 D j 1843A 10 411 DL ANAT AKATI?TY 2 CCUPT -T a PHASE A PHASE C PHASE B D iT A C 1 V VAT 1 11rXLJ (SEE SHEET C -1 FOR STREET ADDRESS OF EACH LOTS) E IMPLEIM1. LOT L MATERIAL UCTION`OF DTTTONAILY, !WO R'TABLE DURING 2i1 2 ± ANOTHER CONCRETEOR. 1,9RTTUS' I EPROBLEMS ETIt SINGLE HNICAL N N MENDATmNc IS TO OBSERVE MLA AND i JGSC AND NINO WALL DRIVEWAY MMENDATIONS CONSTRUCTION ON AREAS TRACT " A" `— PROPERTY UNE - TYP (TRACT 60YJ CONDITION L CONSTRUCTION OF:IND FOOTINGS, FOUNDATIO IN ACCORDANCE DEVELOPMENT PLAN 2 THE HOUSE DEVELOPMf PLAN 4J AREAS. EACH AREA IS TO DEVELOP CORRESPONDING CONS RUCTION 3. THE CONSTRUCTION AREAS SHA L BE DEV,B PER THE GEOTECHNICAL'REC +' MMENDA OF TERRA ASSOCIATES OR AN ' GEOTECHNI ENGINEERING FIRM AS- APPROVED; BY . r• CITY OF TIE: 4. THESE GEOTECHNICAL RECOMMENDATIONS , TO BE AS PART OF THE SIBMITTAL FOR EACH OF ' SINGLE F RESIDENCE PERMITS; ON A LOT BY I BASIS, GRO IN CONSTRUCTION: PHASES. 5. THESE RECOMMENDATIONS ARE TO INCLUDE SPECIFICS FOR: A TEMPORARY EXCAVATION RECOMM DATIONS B AREA TO ALLOW FOR TILE INSTALLA ; s N OF HODS FOOTINGS, FOUNDATIONS AND FLOOR S B. CONSTRUCTION AREA AND PHASE MITIGA ON MEAS FOR SOIL STABILITY AND EROSION CONTRO BEFORE AND m Fn naxro�nnar anuun�s u nn wn ✓s Ai.aav �. C GEOTBCHNICAL R I + EMS NEEDED TO ALLOW TA'HON OF AISACENE .6 t t+ COMM E CONSTRUCTION THROUGH H 34, TN UNSUITABLE B SHALL BE OVER EXCAVATED DURING CON FOUNDATIONS, MOO AND FLOOR SLABS. THERE WILLIE UM EXCAVATION AND REMOVAL OP SOIL DURING DRIVEWAY CONSTRUCTION, F. FOR LOTS 35 THROUGH 44, THE SLOPE ON THE (SOUTH END) OF EACH LOT HILL BE FLA LOT DEVELOPMENT OT ACHIEVE AN INCLINATION ACCEPTABLE OPTION IS TO PROVIDE A CANTILEVER MECHANICALLY STABILIZED RBTA[NDEI WALL THE {NORTH OF THE LOTS WILL HAVE THEIR S CORRECTED DURING LOT DEVELOPMENT. 6. TIRE APPLICANT IS TO INCLUDE, AS PART OF FAMILY RESIDENCE PERMIT THESE GEO RECOMMENDATIONS AS WELL AS A T T'ER FROM THE ENGINEER THAT CERTIFIES ON A LOT BY LOT BASIS OR MAT THE HOME, FOOTING AND F OUN A ADDRESSES AND FULFILLS THEIR GEOEEC INICAL RECO 7. DURING CONSTRUCTION, THE GEOTECIINICAL ENGIN THE IMPLEMENTATION OF THE HOUSE DEVELOPM REPORTS ARE TO BE SUBMITTED TO THE CITY OF TO ADDRESS A. TEMPORARY EXCAVATION OF COMMIX-II MITIGATION MEASURES. B. VERIFICATION OF FOOTING, FOUNDATION, R AND TOR SLAB INSTALLATION METHODS PLACE ACCORDING TOO C. VERIFY ETON OF BACK HLI. ANDP�N 10 IN ADJACENT HOME DEVELOPMENT CONSTR ACCORDING TO GEOTECNNICAL RECOMMENDA THE GEOTECINICAL ENGINEER IS TO PROVIDE ' ' TIFICATION ON A LOT BY LOT BASIS THAT THE WORK HAS BEEN ACCOM11181iVi IN ACCORDANCE WITH THEIR GEOTECHNICAL RECOMMENDATIONS 7 PROPERTY UNE - lYP (TRACr evrl TRACT " B" KEY PLAN 80 R/W =40' RECEIVED CITY OF TUKWIIA AUG — 4 2000 PERMIT CENTER 160 -_ -. -_ TITLE „Oa NO 9801327 SHEE P I NOTE: I. FOR EROSION CONTROL - EXISTING SILT FENCE (AS SHOWN ON C -2) TO REMAIN IN PLACE UNTIL PUBLIC WORKS APPROVES REMOVAL. LOT # PHASE' PLAN PORCH AREA LOT 1 1843B X LOT 2 1843A LOT3 ! 2119 LOT 4 ' 2246 LOT 5 2108 LOT 6 2246 LOT 7 2246 LOT 8 2108 B LOT 9 LOT 10 1 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 2108 2246 1568A 2108 2108 2108 A MOD'F.D (I) 2108 MOD'F.D (2) 2246 (SEE SHEET C - 1 FOR STREET ADDRESS OF EACH LOTS) PLC USES IN PLAT-4 156881 - 2 1568B 1843A 7 1843B 6 2060 5 2108 1 2246 2119 LOT # PHASE PLAN T PORCH, AREA LOT21 ! 2119 LOT 22 B 2060 LOT 23 1568A LOT 24 ! 1568B LOT 25 C 1843A LOT 26 1843B LOT 27 1843A LOT 28 1843B LOT 29 D 1 1843B LOT 30 1843A LOT 31 2060 LOT 32 2119 LOT 33 LOT 34 2119 LOT 35 1843B LOT 36 LOT 37 1843A 1843B 1843A LOT 18 ' 2060 LOT 38 LOT 19 C 2119 4 LOT 39 1843B LOT 20 2060 LOT 40 D 1843A 10 HOME PLA N MATRIX & SCHEDULE ■ TRACT " A" -_ PROPE4TY aNE - JYP rzRAcr so r) 20C ME DEVELOPMENT PLAN DETAIL PHTAS ---- REC WED CITY CF TUKWILA PERMIT CENTER 0 20 40 80 160 CAI E : 1 - 40' ■ rr P1.1 2j / I NOTE: I. FOR EROSION CONTROL - EXISTING SILT FENCE (AS SHOWN ON C -2) TO REMAIN IN PLACE UNTIL PUBLIC WORKS APPROVES REMOVAL. LOT # PHASE' PLAN PORCH AREA LOT 1 1843B X LOT 2 1843A LOT3 ! 2119 LOT 4 ' 2246 LOT 5 2108 LOT 6 2246 LOT 7 2246 LOT 8 2108 B LOT 9 LOT 10 1 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 2108 2246 1568A 2108 2108 2108 A MOD'F.D (I) 2108 MOD'F.D (2) 2246 (SEE SHEET C - 1 FOR STREET ADDRESS OF EACH LOTS) PLC USES IN PLAT-4 156881 - 2 1568B 1843A 7 1843B 6 2060 5 2108 1 2246 2119 LOT # PHASE PLAN T PORCH, AREA LOT21 ! 2119 LOT 22 B 2060 LOT 23 1568A LOT 24 ! 1568B LOT 25 C 1843A LOT 26 1843B LOT 27 1843A LOT 28 1843B LOT 29 D 1 1843B LOT 30 1843A LOT 31 2060 LOT 32 2119 LOT 33 LOT 34 2119 LOT 35 1843B LOT 36 LOT 37 1843A 1843B 1843A LOT 18 ' 2060 LOT 38 LOT 19 C 2119 4 LOT 39 1843B LOT 20 2060 LOT 40 D 1843A 10 HOME PLA N MATRIX & SCHEDULE ■ TRACT " A" -_ PROPE4TY aNE - JYP rzRAcr so r) 20C ME DEVELOPMENT PLAN DETAIL PHTAS ---- REC WED CITY CF TUKWILA PERMIT CENTER 0 20 40 80 160 CAI E : 1 - 40' ■ rr P1.1 PROPERTY LINE -- TYP - (TRACT BOY) TRACT SOUTHGATE PARK EX LIPL /TY POLE 15' NA 771 1E PLN BUFFER UT/L /TY POL EX ROCKERY EX CONE WALL EX GUY POLE PER CIVIL FINAL GRADING PLAN SHEET CO3.1 PROPER," Y LINE - TYP (TRACE BOY) r I GRADING AND STREET PLAN TRACT "A "/ LJ J SCALE 1:40 20 40 60 80 160 UY POLE LAN PIE "'$ — 137TH STREET r - -- -- SEE SHEET ASO FOR SITE -FITE STEPS SEE ASO I I I I I - NEW 5' CONE WALL l -- NEW 5' ASPN WALK STEP INFOq'1ATION RECEV CITY CF TUMMLA A 16 II 200 PERMIT CENTER o o ��e z E-4 L.) F- w SHEET P1.51 LOT TOTAL CUT TOTAL FILL ADJACENT TO LOT WITHIN R.O.W. `\ CUT FILL 01 348 133 0 0 02 177 266 N/A N/A 03 35 37 0 4 04 60 114 N/A N/A 05 N/A N/A 06 N/A N/A 07 N/A N/A 08 ! N/A N/A 09 N/A N/A LOT TOTAL TOTAL ADJACENT TO LOT WITHIN R.O.W. 10 N/A N/A CUT FILL CUT FILL 11 N/A N/A 26 12 N/A N/A 27 13 193 30 N/A N/A 28 N/A N/A 14 41 150 N/A N/A 29 N/A N/A 15 45 150 N/A N/A 30 N/A N/A 16 45 85 N/A N/A 31 N/A N/A 17 56 36 N/A N /A. 32 35 81 0 83 18 N/A N/A 33 38 122 0 66 19 N/A N/A 34 35 37 3 7 20 N /A. N/A 35 N/A N/A 21 N/A N/A 36 N/A N/A 22 N/A N/A 37 N/A N/A 23 N/A I N/A 38 N/A N/A 24 39 N/A N/A 25 40 N/A N/A 10' PR/ ✓ATE ORAWAGE ESit CWEN SPA EASEMENT 1 nvrr POLE PE0ES7R.AN AND PULY/C UTiU.7 EA.S�A/ENT PROPERTY L /NE - TYP (TRACT 6DY" TRACT "A" SOUTHGATE PARK CUT & FILL CALCULATIONS (IN CUBIC YARDS) THESE CALCULATIONS ARE BEING PROVIDED TO THE CITY OF TUKWILLA AS PART OF THE PERMITTING REQUIREMENTS. CUT AND FILL QUANTITIES ARE GIVEN AS TWO SEPERATE NUMBERS FOR THE TOTAL AMOUNT OF CUT AND THE TOTAL AMOUNT FILL ON EACH SITE. EACH CUT AND FILL QUANTITY HAS BEEN CALCULATED TO INCLUDE 700TINGS, CRAWLSPACES, THE AREA UNDER THE GARAGES, BACKFILL FOR FOUNDATION, AND AROUND SITE WITHIN PROPERTY LINES. CALCULATIONS ARE BASED ON THE DIFFERENCE BETWEEN FINAL GRADES FOR PLAT APPROVAL VS. FINAL GRADES FOR LOT BUILD OUT. fL2,, R N ANO PU&/C UTUTY ASEAIPN' / X2.000 10 PR /WIT HD? P OESTR/AN ANO PI/R'LC 077L /IY EA.WNENT TS' EX UTTL /T POLE EX ROCKERY EX CONC WALL� \ EX OUr POLE —/ ORA/NAC£afar( r PROPERTY LINE - TYP (IRACr ear" TRACT YELI TA170N BUFFER ,q 99 GRADE COMPARISION FINAL GRADES FOR PLAT APPROVAL VS. FINAL GRADES FOR LOT BUILDOUT I [ [ SCALE 1: 20 40 60 60 160 Ur POLE IELE �I1E STEPS 1 EE A5ID Q I I � ! I I � t NEW 5 CONC WALK t i I ' i I I NEW 5'ASPN WALK SEE SHEET A5C FOR SITE STEP IIFOR1ATION RECEIVED CITY OF TUKWILA AIDE - 4 'ago PERMIT CENTER SHEET P1.6 --CONC. DRIVEWAY 20'- WIDTH MAX. 5% SLOPE. MAX.) I 21' -6• 20', FRONT SETBACK BW = 051.5' • tee Toe IsS"- • - - •- - 56'.O (3Ld16' = 50.00' = 28.17' . 26a310 �. 50.0��� 151 = 23.20 4 STORM 'LAV: ]INBmopti GA LOWER: 15� MAIN= 39 39 TX PR : NIA AD S- 5:]bU¢04,5,1 .ATIOK_ 1R; DETAI 12 IDE 'SETBACK ' SITE PLAN NOTES 1 THE SITE PLAN SHOWS FOUNDATION AND FOOTING OUTLINES. THE FOUNDATION DETAILS NOTED ON THE SITE PLAN SHALL TAKE PRESIDENCE OVER THOSE ON THE BASIC HOUSE PLAN 2. OVERALL SITE TOPOGRAPHY IS SHOWN ON SHEET PI5. 3. ALL FOOTING DRAINS ARE PER DETAIL 9/P8.0 4. STORM DRAIN - SEE CIVIL SHEET C-8- TIGHTLINE FOR HOME SHALL BE 4' NON - PERFORATED ADS N -12 PROVIDE 4% POSITIVE GRADIANT. TIE TIGHTLINE AND FOOTING DRAIN TOGETHER AT LOWEST POINT IN FOUNDATION. PROVIDE CLEANOUT AT JUNCTION THEN CONTINUE TIGHTLINE TO STORM DRAIN. 5. SANITARY SEWER - SEE CIVIL SHEET C-12 SANITARY SEWER SHALL BE 6' SDR 35 WITH A MINIMUM OF 2% POSITIVE GRADIANT. CLEAN OUTS SHALL BE PER CITY INFRASTRUCTURE STANDARDS. 6. WATER SUPPLY FROM METER TO HOUSE IS 3/4 TYPE K COOPPER. WATER METER IS FOGTICHT #1. CONNECT WATER SUPPLY TO WATER METER SETTER. SEE CIVIL SHEET C -13. 7. DRIVEWAYS - ALL DRIVEWAYS SHALL BE 4' CONCRETE EXPOSED AGGREGATE OVER 2' OF 5/8' MINUS WASHED ROCK MAXIMUM WIDTH TO BE 2C-0'. MAXIMUM SLOPE ALLOWED IS 15 %. LOTS 2, 3, 4,5,6 AND 34TOHAVE RESIDENTIAL TRENCH DRAIN TIGHTLINDED TO STORM DRAIN. ALL OTHER DRIVES TO HAVE 2% SIDE SLOPE GRADIANT. 8- CONSTRUCTION SEQUENCING AND TEMPRARY EROSION CONTROL DURING FOUNDATION CONSTRUCTION SHALL BE PER SHEETS PLO P01, P02 , PL3 AND Pt4. a EROSION CONTROL AFTER BACKFILL OF FOUNDATION AND BEFORE IMPLEMENTATION OF LANDSCAPING PER LANDSCAPE REQUIREMENTS SHALL BE STRAW PER KC. SURFACE WATER DESIGN MANUAL APPENDIX D. 10. CUT AND FILL CALCULATED FROM SHEET P06. TYPICAL LANDSCAPE WALL SECTION STANDARD UNIT - I' MINIMUM SETBACK 0 5 10 20 40 SCALE : 1" = 10' ;r . vIsION .2 TITLE JOB NO. : 98013 DETAIL PLAN SHEET P2.4 b 2 .0a) - Z MAY 17 /05] S 77 Vci/S , l d'cY V /7O « „ 50 « 9/M O7 7A 00 501 /O __70SOVO X7 N/ jo/kd A \ o •t , r F vada tszlg tri \ \ \ (A (lb' e1,/ A�1 - _FV/ 7 A'SAOXci A7JJS NO /1 VI 7,97A _A L_/ V/V Og � - i s " LSi —_ - - - , 1.9'LSt \ \ • M LS.ZZS N N 1 131 , 8135 301S S \ ('XVII 3dO1S. %S 0ao1S *MI H101M ,OZ) AVM3AI210 'ONO NOV813S 1N08d ,OZ- .091 301 �oa -_ 3NI3031VM 1noNV ( *XVII 3dOlS %St 'XVII H10IM Ot 00030180 'ONO 0308135 10003 ,00 0 ; 310M 011Vd 011tld ,101 = 0 030001 O z m D r \ A DQ \, m \ 0 r E° rn \ A ot,•o � r - v ,.0t',9SP 8 N NEE �m C .1 (l X\ ( D • m Z D Z \ \ ('000 3d01! V 'X70 01010 0003000 03103S L l'8Z = 9 PF7 ('XV0 3d110 %Sk '1 '000 HAIM ,01) 0003000 *ONO 3 NOV — 10003 .0 P24 SHEET - J DETAIL PLAN I I JOB NO 98013 WLE Kappler Associates f� C C h I t@ C t S 13400 Nortnup Way, Suite 33 Bellevue, Washington 98005 (206) 641 -5320 * Fax (206) 641 -5318 Date By Description o ? '� 11, ,1 ._. - - --- r n SIX,c p� NGTD ARCHITECTURAL PLAN 05.12. .12.00 J PERMIT SET =CITY COMMENTS • NOT CLOUDED, FOSTERVIEw PLAT SITE PLAN FOR LOTS 16, 17, & 18 MI S 77 Vci/S , l d'cY V /7O « „ 50 « 9/M O7 7A 00 501 /O __70SOVO X7 N/ jo/kd A \ o •t , r F vada tszlg tri \ \ \ (A (lb' e1,/ A�1 - _FV/ 7 A'SAOXci A7JJS NO /1 VI 7,97A _A L_/ V/V Og � - i s " LSi —_ - - - , 1.9'LSt \ \ • M LS.ZZS N N 1 131 , 8135 301S S \ ('XVII 3dO1S. %S 0ao1S *MI H101M ,OZ) AVM3AI210 'ONO NOV813S 1N08d ,OZ- .091 301 �oa -_ 3NI3031VM 1noNV ( *XVII 3dOlS %St 'XVII H10IM Ot 00030180 'ONO 0308135 10003 ,00 0 ; 310M 011Vd 011tld ,101 = 0 030001 O z m D r \ A DQ \, m \ 0 r E° rn \ A ot,•o � r - v ,.0t',9SP 8 N NEE �m C .1 (l X\ ( D • m Z D Z \ \ ('000 3d01! V 'X70 01010 0003000 03103S L l'8Z = 9 PF7 ('XV0 3d110 %Sk '1 '000 HAIM ,01) 0003000 *ONO 3 NOV — 10003 .0 T31.1Z • — S itah AVENUE SOUTH ll 111111111111 REVISED ORIGINAL GRADE FIN. GRADE FOR LOT BUILD OUT . . _ . SIDEWALK OSITE SECTION FOR LOT 01 & LOT 02 Scale 1' = 10' 1 • PINAL GRADE FOR PLAT AppROV_ BTWN " ! MAIN FLOOR ELY 192' .2 ;1 • - - 1 • ./ DA I". .0 • RA REVISED ORIGINAL GRADE' FINAL GDE FOR PLAT APPROVAL FINAL GRADE FOR LOT BUILOUT OSITE SECTION FOR LOT 03 Scale 1' = 10' MIDPOINT BTWN • HIGHEST RIDGE • - - - PY- ur • SD. ALL FOOTING DEPTHS WILL BE PER ITEM #7B OF APPROVED PLAT. I NOT ALL FOOTING DEPTHS WILL BE PER ITEM #7B OF APPROVED PLAT. . Mt- . 1 SIDEWALK _ . FINAL GRADE FOR LOT BUILD OUT I t I - fr' . . I 1.-~ -.., ,.. -- REVISED ORIGINAL GRADE FINAL GRADE TR PLAT APPROVAL D2000 177 ® SITE SECTION FOR LOT 17 Imola - E _ _ _ _ _ _ .MED ORIGIN. GRAD - FIN. GRADE FOR PLAT APPROVAL 9 I FINAL GRADE FOR LOT BUILD OUT ©SITE SECTION FOR LOT 04 Scale = 10' NOTE ALL FOOTING DEPTHS WILL BE PER ITEM #7B OF APPROVED PLAT. T C,r i APPROVED AUG 3 1 2000 - 777,73 - DVISADN IR‘ Rt Wr ALL FOOTING DEPTHS WILL BE PER ITEM #7B OF APPROVED PLAT. „BS z 4 „ TITLE JOB NO.: SHEET P6.1 ON 5OLlD SU0811?:4F 6 EOT !C pEPTk{PER • �{EOTf;CN EN'sPtEER, ECK :CROSS SECTION , 1 Illl =ill =11 ra�� \ TOPOFJB4R' FOOTING. DRAIN DETAIL TOP OP JBAR FOUNDATION DETAIL /4'd -C• 5B0p<cR.EQUAl ` TfGLITLNE . 2.- . t 'tWTERAL r ofrnc FOOT'G DRAW 4 RuQlDPtnFptAT r PIPE 711f= r .e '4 SEE DETAIL 5+P$D'FOR (Pd61 }� I ..L 7 - FOOTNG DRAPI CO 15TI'AICTI 4% MI I - SLOPE. 1�iii >~ �i , 14{10 2 8110100 A U ;lid � $OLR>9U36SRdiE t� .4' CONC. AABOv£R • ROO - Pw€RyAf? A. )¼ BAR+ TOP M YERL'BARI I$'OG TLLL : IEE.FlTO e14.L (Dl 3.SIE(jT'.1-I) -. (DN 3,SIEEF A -U . 5001x12' A$, 8U 2'X1' ' $}S- STEEL PLATE - I or_ (DN-3IL ET •UEXCEPT AS NOTED O l L 9CAEIlULE1' Et1BEp. • 1 3 ET (DN. 3 SI$T A•U 1 >Ai� PROQFNG (DN 7 5WT AU � _ _ TKiITLIE. p 4 t4OR2. BAR 3'- A'110'x >TOP OF FTI3 ,011! "3 SUET ($) M BAR CCNT:. . '' (ON 3 SFEET A -l) Ia`f4i5TRATE SEE a TAL 90°8@ FOR FLOT :. . N COISifdICTl01I , (DIY. 2 ' T A -U TOPOT SLAB ( t.GTiL B.AR .n (DN. 3 51EETA -l) -il I \ \ iOP of - - DN1P FOOFNG ( FF 1 8HT All W 7O4ITL@E. & M IIORZ. BOR 4'•0` 1 9' a TOPGF BAR s 9' OO RLL 4- • ,ar' (EKi3 OFE - (OIY.38L10ETA•U STOP OF.JBAR 0 9 YERT.JBARGR601F IF �z NOT68Af�T'II6T 8EW '. (010.3 SIEET A -U - F +IF PLACE PRIOR TAHLL Y BAOO�ZT. GF'UTALL.' .. FOUNDATI D ETAIL 3 /M=f OIEEL PLATE lje �a Or (PiF. 3 SIEET A -U R)ICEPT ' ACIRPU.E T ,9 Mlk .4'TPRT 64 0•T' I D• T' liAl T 3 OF WALL `�.fDN:3 911EET.A.0 .. 4 PERT J BART b' FO (Fly A 91EE TA•l) IL > FFORIG ( DIY. I BNT All :y TI l. AIRa IL' TO :I'-O • IAP (Ti) IOT):0 TIRET;A U TIGHTLIR. ' �'(9) M BAR.CCNT 2610, 39IRET Al) . lD)v A'•I) ":Y ;OAMPf'TT ( DIY. T 8441 AUl r4•NORT. SILO s20' # 'I' b'.O.vTRLAP(FRI) :7611'. o(1WAll +;TONTLOL ' o M TR2. "DAR 2' 0 .000 1PW 9.ROOT A U IRE DETAIL TPIL FOR 000100 0000.00001g8CTILT•l. ''Fly. SIEE T ; A•ll (6) T4 B4R - 0200. 1010 300E1 A " SOLID'81ROTRATE .. `4 COTIG, SLAB "GVER 4' RJCIC. .OVER VAPOR BA.RQQIDR. O 4x10 A0 12° l2X3Ab L STEEL PI. RAOFERS + A -I 00. (OljR SIEETAI)EXCEF . "AS DON 81'EARBN,L E T' INpl Ef'�ED. /MBAR •TOP - ,• 0000 BAR'(9' -0' MEl 0' TO IDIY-:S SLEET A-ll T1 PERT J BAR`;GR60 I b dA "r (OW 3 R EEY A'•U .04 D)V,I ITTIO . -tDN. 3 T4EET A•ll T0ITL* , `:I /LOFT. BAR 3'-T'* 0 P: ' ;(DIY 3 SIEET All SEE LET ORAA CL*0TTO ON :. 9 YO00•1 BAR f4M0 0 5 '101A "3 61001 A -U t12'CLEAR ".•f. 04 10000 5001(00 (Illy 3 84000 A -U I DNS'PROOFNG / /_ M HORT. 3'•O• I 0 TO ' (Dlv. 3 5110101 A ,(1/4 BAR CLNT. (ON.351EET. A -U FOUNDATION DETAIL 5)8 +xI0•AB.W62'k2'X3Pq HP.IEI .. STEEL FO T A-II I.4`.0` FOOT►1G DOES NOT 5L8 N iW9 . � ( N ° oTEO I N " 3 CN, ,�S{E ' �Tlp+. FomF+fi 9PO)B ._ 9CI=E ]• MIN -EMED Ag3TCNTALLL - FOUNDATION DETAIL 08300.02` Il 500010' AM 00 2'Xt'Xll0': SA. FOOT ' • 9 NOT /LIRE IN TNT ' STEEL PLATE lOPERB 4.' -0' ..LNG 5PAN8 _� _ A9 NOTED ON E 91E L� HOiN2OiR,AL ® 9C4ffpILE T MN EIRED. T 4TO00 BURCAAR'xE '. (l/ M BAR I TOP OP •u iiiiii I} FT I. i/J' CLEAR f•4• : 8'. .2' -0' FOUNDATION DETAIL :Ul;lx0' AB-EY -2')ll X3/I8' 8Ai STEEL PLATE �EIAOIE83 0 4'•0' OC /Oiv. 3 64EET A - EXCEPT A8 NOTED: R181EA834U. 30NECNLE'- 't PHIL BRED. (214540 - I TOP '4 1i0002. 3030 OC- T•b' COTSIER OVERLAP (DM:3 9NEET A -U 4 AWT. J BAR 0' OC ALTERNATE BEIO$ (210:3 SHEET A-I) TOHTLER DATTTPR00000 (ON.1 541001 A -U 910E 0E1AIL9R'$O FORFOOT000 .'.. DRAB* CONUTR OTOR lOIY- 2 I*EET A -Il TOLE) 91RUTRATE. (3) T4 BAR CONT.IOIv. 3 $10Et A•Il 0000' AB 00 2)12)1300 SAL STEEL PLATE';'t 040IER9 I A0' OC. IDIY- 3 RUE' A-I) EXCEPT -I00 GN UIEARAALL ROIEPILE. T•Trnt EreEP. t2)yBAR.ioIF 4 ) R7Z BAR' 00 . r-b• CORER OTFdAP(DN-.3 9IRET A•IT 4 TORT. J 040 0' OC, ALTERNATE (ENDS: - 10)0 3:9EET A -U TOHTLBE DAFR'3000040 IOU. 1 0+001 A -il • SEE DETAIL 9IPTm FOR FOOTNG ,. DRAW CONSTRICTION (Div. 2 )FEET A-I) �BOUD 000$ RATE (31M 600 OONT: (DIY. 3 SHEET A•U ' CLE /2) M - BAR 1 TOP" (V 4 BAR GONT. (3) AT TOE IOU. 3 SHEET A -I) 5Ouro )LOUTRATE . '4 a- 0A0 I i6' OC, REL ' - OF ILALL u TORT. J BAR I TO _ TOM) 14300 0.-1J ' M 110EBAT(0'Oc (Olv; 3 SIEET A -Il DAfPPRG ( DO' T SIR Al) POUR P000000 ( DIY 1 010 Al) TIGHTLOE M IIOIFZ. BAR 3'•0' + m' rK (O10.3$4E0T A -Il ORE O£TAIL LPSO.FOR - FOOTNG ORAN CONSTRUCTION 0 TIRE QWjL.A VED 2fQO LA.. I \ %tSInN 'eki '.9, s'.ta `t ABu: ° - 7>✓' rx s .8'0.-;a as� Tr ACT 4✓ aq I8 C8 7&A /7 X TS AS 1,11• . /;. O /99 46/'/rP24 " ' �S ' ESS L1GJ5 oW PA!r' WENT Ak` /N A77 , CHANGE:e'.' i RiVAL .r ' ;' AS 6'E�ln' APPEED 1 Se, MAiL. SEE Se OW An 4E1 V. NNED IDE € j, () , T., E , v .1'. T A RDIN r LOP ME aT LF.CRE h SRI; >F: ✓ l r! i ,5/7, if V _L1' ,_. M E N . r .AUZ r NO Y ,'POE, '\ ' ns�:nr.3.wi" ... CR — Mal h' 12,VE BU'X FRAYCW sins ( ( A T c -S) CA TCH BASIN DA 74 NOTE THE *NC CBS ARE ACCESS (WOW a • ,T 1.;77y PM OFT2?"?.S OR .✓NCPO /./ 577'.1. ^TGRE.:;; MO7 .4V1. i to Face" or a4F..B HOYEAf CLAW ARE' f7r5f7VR,1 UO HA Lr CI ''I/F PS 15 184, I _121.2d2 AP.g E2:' ,fj(ffEj ,' ham, £WA . , 27 ,, 75 4.5 _ .. 212 OC 47.5 /65.69 174. 6J 76.8 7 /BJ 75 -% 77.2.79 15 1,5558, /83 2 177 85 Cr) '+.6.t' RECEIVED -CITY OF TUKWILA AUG '4 2000 P, RM I110ENTER • 5; UTILITY EASEMEN'T'S PEDES / NI S F:'y / , M Y 7 4 7 'AN ANO A.59d'YT �by 13 14 15 15' PRIVATE MANAGE AND $NER ES, AN TO O/7 ll 1 \ \ N b m \ l l j�p / 30 I - / 2gr ` r / 8 , ` 35 'E j / _%-1/ �' b� '''° 1 - I a °7 / \ 36 e A �„ I ( 4 . / 37 e H l \\ 38 39 P 'c ji i%lYi�7PTYLRIE _ TYP •\ \ (TRACT 4W / - \\ - 11 TRACT "A % - - - - -\ .�. ; /\WAJER f C G R NOR SAN MB /IO - 2:3 REC CRY OR KWRA SOUTHGATE PARK ' INN . atTa1 bin J74,7I ERIJ E.Y ,SAN 446 E '877 ED // O'- /7 ASRYALT SPEC /FICAPONS ALL NORA' 57/ALL BE !N OYY.VfarMANar: N!77/ N6 DOT (4PWA), STANDARD PLANS AND SPEOFTCA7TONS FOR ROA4 BR /05 AND MIN/OPAL CO'YS7R(IC71OA O,TY OF 7UXwLA PURL/C HORNS SENO' LONSIRUCTION AND O(E PM/£NT STANDARDS AND 144L WE SEDIER D/STR/CT STANDARD SPEC/F7C,4TTaNS MANHOLES SHALL BE 4B -INQY N'AA/ETFR, TYPE 7 NTH FOXY/R /C CONES THE MAATMUM/ H£7Q'/T OF THE 4YSER ABOYF THE CONE STMLL BE 24 INCHES, 7NOYUDINO FRAME AND C i8R BASE SE'CTTAV SHALL CONTAIN A PREFABRICATED CONCRE7E OY/ANN£L W/t7BER'CLASS SUPPORTED PLAS/K' LINER BY OY! LINER LTD CY4 EQUAL ALL I/ANNEXES SHALL BE CHANNELED I77 THE (NOW OF THE SEfIERS THE /N[87PT Of THE Q1.17ZET Sc R &/ALL BE A MIN /IFUM OF al FEET BELOW THE INCOMING 4VIIRT E7f14471OWS ALL MANHOLES HALL HAW LADDERS AND SAFETY STEPS SENfR PIPE $'ALL BE Pik ASTI/ D- .7034 SDR x"S NOTE AS—BU/L7 /NFOR/r(AAON IS AS OF 9/30/9.9 MANHOLE LIDS IN PAYMENT ARE /N ATP. RIM ELEVA7TONS MAY CHANGE { AF7ER FINAL LAYER OF ASPHALT PAVEMENT HAS BEEN APPL /ED. 1 . P EA.SEMEk / , , SAN M /9. 51 _. 1• `1 ` I . , 1 , RE 206 4 'y. :E ZO72(8 °.✓ 5 A,'iY�),. \ .r SAN AN0 PUBLIC f/RUT/ EASEMENT , ■ 6 Tf47.9 IU /✓ A �GRA1,v u" 31 8/45 — 1' 3 0 87.51 T,LB.5 33 35• EX SAN MH /10 -12 RE 108 46 /E 70090 (8" /8 ) /T RO:XERY IE 10024 (8" OUT N) P6137RIAN Ah471,81JC (1771/7YEA.4A�N EX /08/ WALL 1 J \ \ EDGE OF EX ASPNAL T (ABANDONED) MN NO 2 3 4 6 519, 4 5 194X 5 6 / 732 6 7 261% 7 11 10 „OX 8 9 10 35% 9 9 8.842 9 10 5352 70 7 17 88% 17 72 14 95X 12 13 8662 13 74 529% 4 15 7242 7 18 15262 6 17 5452 17 15 2.24X 18 EX 74.46X 20 15. 73r CO (LOT 52) 20 7229-' \ \ 1 \ \ \\ \ \ ` \\ -� r /4 TER CONK,. /b/AN//OLE P /PE DA T,4 _1 /MN NO SLQQ62 2 9552 EX 12 712 \ \ \ 1 ' ' WATER C8:82 i EX, F EA: A.SPHAL T /v NO RM E'EV 97688,' Ec'/V 7 i7 PLANNED RESIDENTIAL DEVELOPMENT FOSTERVIEW ESTATES DUJA'RDIN', DEVELOPMENT C5MPANY AN LEEGRF. ENTERPR,SE EVENET PHONE - . 354 -5018' SEATPE PHONE; 743 -8140. 8 789 95 9 178 70 70 77227 20 i8 12690 19 7 86 09 IE 7135(8 "0,0 - EX SAN MO /10 -52 RE 74986 /E 142.11 (8' W) /E 74745 (8 "S) 1E 141.75 (8 ° E), 7$569 �CtvpL E� EXPIRES . 3-15700 777.69 15977 759 35 781.41 175 04 172 87 17'.29 171.19 16863 76953 766:96 166 72 18,120 770 42 170 73 16_.72 163742 75922 (FROM 44/4 71 °592_" /7614 /W/-F 70) 1.56 (OUT) 74 Al 90 4: 95 742 7 : 48 808 719,'1 74) /0M '35:47 135 3.7 717. S0 7 10. 95 7565 (FROM MH 20) ,7,5 7¢ 11 M/+ 8) 7 7 4 (. 7773 197 >9 Z - I IC Of LLI LLI OJ J WW - S cc) W U5 o z 1 - 8 ", 45' BEND (iV A' 4q t LYM4wrra 6° # /AEk*8" M 7YD Cr WATER LASE R1PLAaWNT #`, - 8' 45' ern;(N✓°A 4/r) 25 10' Wi1L.K/7/7LL/ni E T f - ir x 4` 7Er CONNECT EX: 4 W717 NEW 8`M' 2 - 4" 45' PERT BENDS EDGE OF M1 REZO:,4TE EX 4' VAL LE CONCRETE LOOK/%' EX ASPHALT ,- - \ N t■ REPLACE Ex N W nor HY77 CONCRETE OR /lE CONCRETE WALL - CONCREE WALK CONCRETE STEPS GRAPH /C SCALE EDGE OF E ASPEN T / A8ANOONED) NOTE DEFLECT WATERMAN MAX. OF 25' PER ,RaWT AS NEEDED 70 LOCATE 1041ERMAHV AS /AYO/CA1ED ON PLANS 5' WALKAUIILITY EASEMENT LS1/ECT/1Y w R2 Er GATE NEJE N Rase r S: 8° TEE 14717' CROSS (fZ X,1) A6Y1 l - 8'GA1E P91LIE(FZ X i£�BFY } . LCC'ATXW NV CY.i17ECTIOV ) \ `., I i C \\ WATT COT/ SE 50' MAX 44SfNL /NrW /i'V S7A) I (MT 5'7 C' -1f .Jf - ff 4E BEM (16✓ l ICONOVEIEE10011NO 1- B'x8 ° TEE(Vx/7.) 1 - 8` GATE YNPE ONxRJ 1 - 8°GATE YXIF(H✓ x,Y✓J COVLYIETE ROOM' sr �a _- ` 1LCT WAMPlii4W .TE RE071 -- 25 "MAX PER EN/T P/ o, 1 - B' x 6' TEE (aV x 2) - 6 CA7E Mir (fL x AV) MOPE LX 1021N4 EM71E67N1 271/17V PH)V BEHM % (1175' 240 1 - B ° Xr1EE(IVx /V 1 - 6 CAI E /ALW(f1 x,WJ , - B'RUIF 2 COAROPOS1S PER 577 025 DE7. 4 1 - MOUNT AS2762Y(184' AVAY) AlFW025I!7A13 -7») COAVIVE ,20C iC STD/ AR© NOTES R AW4TOASMATE LOCATIONS OF DICING UAV)7£S' NAPE E➢&W OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR C.YaVFEN/?`MX: THE CONIRACTOP SHALL BE RESPON.&LE fZdR •£R/PS°w MN OF LOCATION .9ENW AND FZAR DLSCOPfR• ear Pncvm/r ADDITIONAL UIIL/1IES NOT SHOW SO AS 70 AWAV'D DAMAGE OR DLS'TLNIANCE THE € ONTRACTO4 -WALL CONTACT 7NE UnL/ITES UNDERWLND LOCATION CENTER (1 -800- -424 -555V RRIOR 7V 6L:467R6 142%! M OWER OR IRS REPRESENTAAfE SHALL BE CONTACTED F A U1IL/TY CONFLICT EBLS'TS 2 CON'7RACTOR SHALL NOTIFY DISTRICT MONIER A AMMAN OF 48 HOURS IN ADVANCE' OF ALL REO NESTS FOR STAK/IWA TE37PL OR INSPECTION. I CONTRACTOR /S RE: NSYBLE ' N' COVTRIS AT ME OF STAKING 4 CONTRACTOR SHALL FURNISH SHOP DRAWNGS rap APPROVAL WHERE REQUIRED BY THE DETAIL SPEQRCATIONS AND FOR V S/AACW FROM THE L:7V % E7PS DESL % Si CONTNACIOP SHALL INSTALL EQIJPMENT IN ACCORDANCE MTH MANUFACTURERS RECONMENOA770N£ ND /125 SPECIE/CAPONS AND CITY Or TUK1kLA STANDARDS li CONTRACTOR SHALL FURNISH ALL DIALER /ALS 7. ALL WAIERMA/N PIPE SHALL BE DLACALE IRON LYASS 5$ PUSH -OY AOWT OR AOELi'/ANCAL _ NT CEMENT- -LINED (ANSI A21.4,8 EXTERIOR COATED WIN COAL TAR VARNISH. /NSTALLATKW 70 BE AN ALL'OPDANLE Him MAA AC1ZIRERS REOO/MENDATONS ALL FIT ITNGS .SHALL SE CAST INN AND SHALE COYFO AI TV APPLICABLE PORTIONS Or ANSI STANDARD A21.14 A21.11, 916.5 Ble£ 4 AND A2t DS MYTH A 18R%MLW PNESSZIRE RATING Or 150 PST AND JILL BE CEMENT -Lb/EU d ALL GATE VAL PfS TO BE ML/EZLER. ALL HYDRANTS TO BE MULZLER. 9. CUT -/NS AND LIE" TAPS 777 BE NAar BY CONTRACTO4. NO /12S SUROWNI7VDENT, ENOIEER AND CITY CY 'MICA MLSPEC1O4 ANJST BE NOTIFIED 48 HOURS IN ADVANCE~ la CAST IRON harNAN/ CAL .J4W7 SYEEIF LYXIPL / vas MOORED. I1. TAPPING STEPPES SHALL BE MOELLER CAST /RON .GV EPDXY COATED STSZZ, OR R04/AC SST MIN STAINLESS, S/EEZ FLAW: 12 CONTRACTOR IS RESI°ONSBLE FOP 1E7DIYING ALL EXISTING Pot TYRS AND STIES TOR LYXPPLbNGS CONNECTIONS CUT -/N5 AND L/IF TAPS J 1/2 FOOT ADMAN MC? OI£R ALL WAIERMA/N PIPES 14 DEELO®ER 1O PAY FOR STATE COUNTY AND CITY INSPECTION FEES 15 ALL METER LOC47YONS 70 BE CYORO/NATED RITE /469727? D/S1R/CT025 S71ENWDE71DENT. 1/ ALL ENSANG FIRE H)DRANIS AND MAINS R7 DE OPERATIONAL ANON 777 COUMENCEEMENT 1 OF CONSTROC77ON I7. NO CHANGES ARE 777 DE MADE WHO/7 NR /l7E7 APPROVAL BY )NE W /725 SUPER/MEMO- ENT OR LT/STRICT EWQN4ER AND NE CITY Or 1RAYN6:A PUBLIC WORKS ENGNEER a REFER 70 ND /125 COMMAS AND STANDARDS AND 70 THE CITY OF TUK ILA STANDARD ,PE FOR ALL REMAND /NC HOPS AND DETAILS 1A. F RONDE J /4` .SETNALE LINE AND TAP COAWECAONS FOR EACH EXLSTING WATER METER. MAXMNIM ALLOWABLE OPEN TRENCH SHALL BE 80 FEET 7: STORY( PILES S7/ALL BE CO4EWED DLRNC ALL PERIODS Or PRECIPITATION. 22 MO7//7ED PRX TO? COMPACI1GN AND MOISTURE CONTROL TEST REQUIRED AND Ca.IES OF TEST REPORTS SUBMITTED RT DIE DIS1R/CT ENOYNEES ALL COMPACTION UNDER RAPED AND TRAFFIC AREAS SHALL BE 85X MAXIMUM DENSITY MOORED PROCTOR PER ASP, 17-1: :57 ALL OTHER AREAS TO DE BOX MAXIANAU DENSITY MOD.FTED PROCTER 2.S ALL 1-AL NESS FIRE HYDRANTS: AND SEANCES 70 ITIE METER S1A° 77 BE /NCYUDED AS PART :O` 411 P4ESAJRE AND PURITY TESTS NO EXCEPTIONS 24 TRAFFIC CLV/TrTS SHALL BE IN ACCORDANCE B'Ih' CITY OF TI/KNILA REWIRE/07M 25 ALL PPE AND APPAPII? AMLES 70 SE 7E57E0 TO WPM 10 /LET Or ANY CONNECT/0V POA'TS. CIILFSt OTNERA1S£'APPPC/I/T2 BY ENGd407P. 28 CONCRETE flNSST azocxwa SHALL BE PROWDET2 AT ALL BENDS TEES VAL KS OR °PIER' AP,%Y/ENANC3S WHERE 4NTERNAL FORCES REWIRE" RESTRA /NT. BLOCONC SHALL BE 1M1' ALC'CNPDAIWY !OP/ AO "725 STANDARDS 1 SNM:." 5 DIS7,W21:77 iN Cdr THE WATER SYSTEM S7/ALL BE WITNESSED BY AP f"'25 f P - Ate/VAC I.t'E7A'T \ Amor 1f0, 5NW 12 \ 1-8;22.5'B (I'x f^/ 5 II o- ♦I= I .. ---- — ._..... 34#/' •�� - 1 - B: 225 Vat/ AV x A:J) �`a15CISir7E Aibt7PE EX 800 CONCRETE 08/14 COWECT EX IT N N /A07Y W 8` 1- 8'x6' TEE - (K/xFLJ I - 6' CATS YAI E 1 - !OMANI A£SMEr Oa" R V) CYMCWEPE BLOOM 45°BsPV x lJ IGYWFD E71BLOOM - B; 45290 (21./_ x /. ) I - 8°L1£S xJ 4- l4L f1 B YN1E5' xAVJ COYCR 7EBLCOMS 20 40 1 = 40' 80 I - 2-INCH MOl A N .'YY ga ND /i25 GLITAI 15) \ COOE7E \ \\ / 1- B XAV) 1 - B GAF Wile (71 X AN) 1 - BGAP" wig• OA/ /140 L19E7E ROOM R, \ \ \ \ f -B GAR' Mai' (IZx 1- rD4/Emar XLV) 1 - 8° X 6 °ACZVA3'JP (W X Wj I - /WANT ASHY (523' RCN) e° W, 190 187 MU 7 - 8; 225'ffPB (AA/x 1M) = ICONOVE LSCCCANG -8 S. 1377H STREET EOCE OF EX 457541 PLANNED RESIDENTIAL DEVELOPMENT .e FOSTERVIEW ESTATES DUJARDIN DEVELOPMENT COMPANY AN MIEGRE ENTERPRISE S:AT .F PRONE.. ?A3 -6 , 0 1 - If' AB' B'(2UXit, 1 - B'GAN ;mu E(EZ xIA/ 1 - B°GATE ' /WXAY) =CRETE DE w EXPIRES 3 -i5 -00 1 - 8 x6' TEE (AA x71) 1 - 6 CAPE $1L M (/z x AV) 1 -- HYDRANT A.S r (11.6' 02VC E7EHOLM 1 -B; 45 BEM (AIUxMJ) COSCR IE2L04ISC EAsEllwr 0 z -J w P OPIT 7Y LINE U z ■ 96152.00 C - 13 RECEIVED OF TUKWILA - 4 20Ui3 MIT CENTER ,Itti I I P1i111!1111 gallllilllilii!'!!l:I Bill ll11�111ui1_illll�! 1111111111,1111111!. 28 -4 Kitchen '1l 1 L' Stt�A�E FOOTAGE DRAWING INDEX MAIN FLOOR 995 SF Al. CODE.. NOTES FLOOR 1251 SF A2.1 FOUNDATION & UPPER FLOOR ' 1251 LOWER FLOOR PLAN UNF. BASEMENT 950 SF A2.2 MAIN FLOOR FRAMING TOTAL 2246 SF Al MAIN FLOOR. PLAN AGE 503 SF A4. UPPER FLOOR FRAMING GAR DECK i PATIO 139 SF Al UPPER FLOOR PLAN A6. UPPER ROOF FRAMING OUTS FOOT E E U TALLS STAIRS TO E A7. ELEVATIONS & ,- `° BUILDING SECTIONS Dl. STANDARD. DETAILS D2. STANDARD DETAILS Sl. LATERAL DETAILS S2. LATERAL DETAILS S3. LATERAL WALL SCHEDULE M. Bdrm Bdrm #2 16'5' -11'6' II'0' -10'9' Office 20'0' -13'0' Hall AFFRi.IvEr) G 3 Rt -ETYED CrrY0fTU WILA JUN r.0 2OH PERMITCENTER JOB NO, . 9909022, [ PAN -: DIRECT VENT TC QUT$IDE BATHROOMS/LAUNDRY SO 031 MIK '- ICITCWENI 100;C4TI MINI =WHOLE HOUSE FN'100 CFM MIN. VTOS ourq' WHOLE HOUSE.. EYt1'F'AUST FAN CONNECTED. A 24. 14^'!R TIMER 900 CFM MIN., VTO EL THERMOSTAT 0 561' OVE FLOOR 110V. SMOKE DETECTOR PER'UBC WITH BATTERY'BACaUIF INTERCONNECTED 24 HOUR TIMER TO'W47LE.:HOUSE FAN A. PROVIDE ,-' DIAMETER FRESH AIR. INTAKE FROM OUTSIDE TO RETURN AIR PLENUM AT FURNACE WITH MOTORIZED Pi.G/U DAMPERS:, - B. PROYICE THERMAL EXPANSION TANK AT WATER HEATER C. STRAP WATER HEATER TO FRAMING TCP.AND E07TCM. - .. D. PROVIDE PRESSURE RELIEFi-INE PLUMBED TO OUTSIDE, 2x8 CRIPPLE WALL. ABOVE, TTP. 12-8 314' 8' -9 IPA' Unfinished Basement GONG. 16_3' L__J Deals P-T. WOOD 24 IFP -161 1 (FP-2 8' -4 114' 4' -9 112' V2' (4113 OVER RDGID. NSJLATICN GLUED TO CONC. STEM WALL Fr -14 ?' F I.IR ,!ILA• A.I'PP,fiJED AUG 3.1 2113 u .�ul Lli D1VlSlON DI ' NOTE: SITE TWEEFIC RII`IDATIOH PLAN TO BE MCLUD -37 altµ : EACH LOT 'SFEC)FIC:.'. t'EmIT pAcg4S . I FOUNDATION KEYNOTES rP - CONCRETE STEM WALL Z` WIDE WITH MIN. ISY.T' FOOTING. SEE DETAILS FOR ADDITIONAL INFORMATION, SEE DIV- 3 SHEET A -I ( FP 2 J CONCRETE STEM WALL 6' WIDE WITH MIN_ 12'x6' l FOOTING. .SEE DETAILS FOR ADDITIONAL INFORMATION. SEE DIV. 3 SWEET A =1 I 3 ) .CONCRETE SLAB ON GRADE SHALL BE 4' THICK I STEEL TROWELED FINISH, W/ 6x6 1.1.11A4111.4 ULF ON , 4'. GRANULAR FILL. SLOPE 2' TO 000t•2: PROVIDE THICKENED EDGE AT DOOR 'SEE DIV. 3 SHEET A -I -4 6x6 POST 043.0546. I' ABOVE 81_45 ON J 36'x36'x8' MAT FOOTING ON SOLID SUBSTRATE. 12/(4) 4 BAR EACH WAY. • 55E. DIV. 3 SHEET A -I CRAUR !V. 1 SPACE 8HEET A - VENT - SEE CALCULATION BELOW. 3EE D ( 6 J : ALL CRIPPLE WALLA ARE 2x6 OR 3x4 • 16 ac. t UNA. 14' MN STUD LENGTH PER 450 SEE DIV, 6 SHEET - A -I 4x10 BEAM LINE, MIN. I' CLEARANCE FROM CONCRETE AT END OF - 544M4 'SEE DIV. 6 SHEET A-I ( FP - 4x4 PONT (SCAB POST AND BEAM WITH 2x4) l J ' ON 90• FELT ON. MAT. FOOTING UN.O. PROVIDE 4x6 POET BEAM SPLICE 4 POSITIVE CON NECTION FROM POST TO FOOTING. PER DETAIL 166pl. SEE DIV. 6 SHEET A -I J FP -9 I 6 MIL BLACK POLYETHYLENE GROUND. COVER ON GRADE. SEE Div. 1 SHEET A -I ( FP_IC1 ELECTRICAL SERVICE: l PROVIDE (I) 2 I/2• SCHEDULE 50 PVC. CONDUIT FOR ELECTRICAL SERVICE.. AND (1)5VE'48' LONG GALVANIZED ROD FOR ELECTRIC-AL GROUNDING. SEE DIV. I6 AND VERIFY W/ SITE CONDITIONS C -11 BLOCK OUT N STEM WALL FOR DOORS, HVAC, ETC. AS REQUIRED f -12 I 18,24' CRAWL SPACE ACCESS INSULATE AND 1 1- WEATHER STRIP. SEE DIV. 010021 SHEET A -122 24 MAT FOOTING ON SOLID mewl l� W/ (2) 0 4 BAR EACH WAY OR 12' STRIP.FOOTING PER.DET 16/01 30'X30')< 1'LMAT F00 TING ON SOLID SUBSTRATE l 1 W/ (2) 4 BAR EACH WAY OR I5' STRIP 30031143 • . PER %DETAIL I5/D1, J FP -16, 36'X36'xl1' MAT FOOTING ON SOLID SUBSTRATE W/ (2) .4 BAR EACH WAY EPP -h J 41115 STEEL 12' INTO SLAB 444'12'05 FLOOR JOIST SEE,DIY. 6 SHEET A -I FP -19 J 4x8' BEAM LINE, SOLID BLOCKING BETWEEN JOIST OVER SUPPORT. SEE DIVISION 06100 SWEET A -I . ( •PROVIDE SOLID' BLOCKNVG-TIIRU JOIST. SYSTEM TO PROVIDE SAME - ,A#2E4 OF BEAM SUPPORT AS ABOVE AND BELOW SEE DIV 6 SHEE3 V I FP -21 l - MIN. I' CLEARANCE FROM GONGRE.TE AT END OF BEAMS , 'J ff''2 EXTEND PIERMW 18' BELOW SIURRO9AJDING GRADE �FP-I8 FP -20) I SEE COVER - SHEET FOR ALL`BRUERAL. NOTES AND IWCAIIREMENTS.� 2. SEE TYPICAL MATERIALS'L'IST p34 UNCTION SHEET 3. VERSH FOR NOTES ND AL, RW SEE AI CONCERNING MECHA PLUMBING, AND EET ELECTRICAL. ALL 4 TRUS5 DESIGN BY MANLF, TRUSS PLAN 54401124 IS FOR GENERAL LAYOUT ONLY 'SEE DIV- 00 SHEET TRUSS 61 LOADING A -1 SEE DIV. 0I0001A SHEET A -I - TRUSS SPAN PER FLOOR PLANS TRUSS. TYPE PER ROOF FRAMING PLAN S. ROOF FRAMING SPACING, 24'.oc. U14.0. 6, ROOF PITCH- EXTERIOR. PER ELEVATION 114TERIOR PER SECTION. • 1. RAFTER TAIL 2x4: VERIFY. . - e. "ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. 9, ALL HEADERS ARE 4210 DF UN,O. PROVIDE (I) TRIMMER 4100 UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OVER 4'-0' UNO. SEE DIV. 04100 SHEET A -I SYMBOLS & LEGEND POINT LOAD FROM ABOVE W/ LOADING POINT LOAD TRANSFERINS DOUR POINT LOAD TRANSFERS-B'00454 W/ LOADING POINT LOAD. TRANSFERED: BY KICFC€R ' HOLD DOWN W1114 SIZE bESOLNATI VERTICAL STRAP WITH SIZEDEB A1 TO BE USED ON .FLOOR,B €LOIII Al21 , °+.1 1h1- STA„cp 45TH 31 :.DESIGNATIOF n .INDICATES BEAII CALCULATION WITH i J LD& .i 4 1r 1 J LD l lir in 4:c0 PT. BEAN -i� 1?x5V "P5l} L _ 2x8 P.T. LEDC-ER ,/ IR' LAG BOLT5 • 12' oz. STAGGEF D AND LU28 . — J0181 HANGERS. START I FR I HERE rL LF-2 J (F_3 ) I: SEE. COVER. SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS: 2 SEE TYPICAL MATERIALS LIST ON SECTION.91.4EET 3. SEE COVERSHEET: FOR ALL NOTES AND REQUIREMENTSCANCERNING MECHANICAL, PLUMBING, AND ELECTRICAL - - 4 TRUSS DESIGN BY MANUF. TRUSS PLAN SHGU.N IS FOR GENERAL LAYOUT ONLY • SEE DIV. 6100 SHEET A -I - TRUSS LOADING SEE DIV. 010001A SHEET A -I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, 24' c.c. UNO 6.ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION 1 RAFTER TAIL 2x4. VERIFY, 8, ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN S. ALL HEADERS ARE 4x10 DF R PROVIDE (I) TRIMMER STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OVER 4 -0' UNO SEE DIV. 06100 SHEET A -I FRAMING PLAN KEYNOTES BACK FRAMING AND 50PT AREA AS REQUIRED TO ALLOW FOR 1-IVAC DUCTING. SEE DIVJS SHEET A -I RAKED PONY WALL ON TOP OF LOWER ROOF FRAMS' MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS. ALIGN EDGE OF JOIST WITH FACE OF WALL ALIGN INSIDE FACE OF BEAM WITH OUTSIDE FACE OF WALL JOISTS TOP OF BEAM IS FLUSH WITH BOTTOM OF JOIST WITH NO TOP PLATE. CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT.' I ( ATTIC SP ACE VEN F " SEE CALCULATION SEE DIV. 01002 SHEET A -I I f- 8 1 FLOOR JOIST SEE SCHEDULE DWG. SEE DI 0610 0 SHEET A -I _ SEE_ HE EVATIONS AND SECTIONS FOR F -S PLAIGHT PRESSURE BLOCKING l F "� SEE DIV. 06100 SHEET A -I ( ! II FLUSH - BOTTO'1 OF BEAM EVEN W/ BOTTOM l_ OF JOISTS L F 12 TOP GE BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS DOWN BELOW JOISTS DOUN BELOW JOISTS F -14� OUR OVERFRAMING ® 24' OC 1 Ic 1 256 CEILING JOISTS m 24' 00 SYMBOLS & LEGEND INDEXED NUMBER .. EXTENT OF SHEAR WALL 1 NNE OF SFIEAR,,StALL .. "N"` ---- WALL ABOV,I c W1L1' EEL NOTE UNLENSOTU RSISE,. 'c�{�sINEERNSt A CALCULATIONS ARE OT -.;r;A D8D:;IN E SE DR POINT LOAD TRANSFERING DOUN WI LOADING HOLD DOUR 2 WITH SIZE DESK4ATION W y� VERTICAL. STRAP SPA RIMDESIGNATION TO BE USED ON FLO06RR,EELOW STxX _, HORIZONTAL STRA1'y U)1TH S ITE DESICAUATIQN 1 . INDICATES BEAM CALCULATION SITU SY:M BOLS AND LEGEND. fl FAN -DOT VENT TO OJT$IRE - BAT370C15fLAUNDRY 50`Cfl1 IO®`CAM most WNDLp4aJ E FAN 100 CEM MIN, VTO$ ' EXHAUST FAN CONNECTED t 1ER - 100 OEM MM, VTO • QT THE/ '10 TAT • 50' ABOVE FLOOR ®° II0' SMOKE. DETECTOR PER UBC WITI4' ETATTERY BACKUP: INTERCONNECTED 24 HOUR,TFIER TO WHOLE HOUSE FAN MECHANICAL, PLUMBING, AND gLECTRICAL 9TETEM FOR i1NITS PER DIV. SEE SHEET Al A PROVIDE 6' DIAMETER P61-1 AIR NTAKE FROM OUTSIDE -TO Re1URN AIR PLENUM AT FURNACE WITH MOTORIZED ELOUI; :AMPERS. B. PROVIDE THERMAL EXPANSION TANK AT WATER HEATER STRAP WATER HEATER TO FRAMING TOP AND BOTTOM D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE GLAZING CALCULATION TOTAL`SF OF HOME 2246 SF TOTAL SF OF GLAZING 262.2 SF TOTAL SS OF GLAZINGG 11.7 5 SF. lS`CALCULATED. THE REQUIREMENTS SET FORTH 1N THE WASHNGTICN STATE ENERGY CODE. REFER TO ADDITIONAL DOCUMENTATION TO SUPPORT METHODOLOGY OF PERFORMANCE COMPLIANCE 6 I60 DOOR Family CARPET 0 -T P -12 CORER CLIP 2. L P -2 P -6 5 VI 24' -0' 6068 660 rP Nook VINYL Deck PT. WOOD 8' -3 1/2' Kitchen VINYL Porch CONC C - l 2' -8' GENERAL PLAN NOTES FLOOR PLAN KEY NOTES OCCUPANCY SEPARATION: _ J APPLY (I) LAYER 5/6' TYPE 'X' G.W.B. TO ALL WALLS AND CEILINGS OF GARAGE SIDE FROM FOUNDATION TO SHEATHING. WRAP POST AND BEAMS. APPLY /2/ LAYERS TO TRUSSES AND TM FLOOR. JOIST. SEE DIV, 010025 SHEET A -I 13)8' MIN SOLID CORE DOOR WITH SELF CLOSER TO BE TIGHT FITTING SEE DIV. 010025 SHEET A -I STAIR ASSEMBLY NOTES: PER UBC SECTION.1003 A. HEADROOM - MIN 6' -8', WIDTH MIN B. TREADS 10' MN. DEPTH, RISERS 5' MAX. HT. G. HANDRAIL MIN: 34' TO MAX 35' ABOVE TREAD NOSING. HANDRAIL 112' MN. TO 2' MAX, CROSS SECTION DIMENSION AND I IR' MIN. CLEAR FROM WALL, RETURN RAIL: - . ENDS. D. INSTALL FIRE BLOCKING AT STRINGERS. TOP AND BOTTOM AND ADJACENT WALLS) E. COVER USABLE SPACE.UNDER - STAIR W/'5 /5'. TYPE 'X' G.1.13. (2) LAYERS . CEILING AREAS. - F. INTERTEDIATE BALUSTERS SHALL BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS. SEE Div. 010024 SHEET A -I. ( a 1 SAFETY GLAZING PER USG, SECTION 2406 A. WINDOWS WITHIN ID OF FLOOR 5. WINDOWS WITHIN A 24' ARC OF DOORS C. WINDOWS AT TUBS AND SHOWERS D. GLAZING iN. DOORS E. WITHIN STAIRWELLS F. WITHIN. 5' CF TOP OR BOTTOM OF STAIRS SEE DI, 08000 SHEET A -I (� EGRESS WINDOW PER UBC," SECTION 3104 • DIv.: 086 00 SHEET A -1 P 6 j IGNITERS FOR. GAS FIRED APPLIANCES IN GAR TO BE 18''.111N, ABOVE TOP OF SLAB. SEE DIV. 15 SHEET A -I � 1 COVER WALLS ADJACENT TO TUBS AND SHOWERS WITH NON - ABSORBENT. MATERIAL TO TO' ABOVE DRAIN INLETS. SEE DIV. 09250 SHEET A -I I (2) LAYERS OF FLOOR SHEATHING OVER LP ?i r 8 MAx RISER WITH 10' MN. RUN IF MORE l P - S j THAN (3) RISERS, HANDRAIL REQUIRED PER UBC, SECTION 1006 SHEET A -1 I P - x24 CRAW.,. SPACE ACCESS. INSULATE AND l WEATHER STRIP. SEE DIV. 010022 SHEET A -I f P - 22x30' ATTIC SPACE ACCESS W/ 30' HEAD l CLEARANCE. INSULATE AND WEATHER STRIP. SEE DIV. 01002.1 SHEET A-I FLOOR MATERIAL BREAK LINE l P - 13� WALL LINE ABOVE P - 1, WALL LINE BELOW P =15 FIREPLACE ASSEMBLY NOTES: A DIRECT VENT. FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL CONFORM TO UBC REQUIRSPENTS. SEE. DII, . 01002:8 SHEET A -1 5. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO UBC REQUIREMENTS. SEE DIV. 010028 SHEET; A -I C. HEARTH SHALL CONFORM REQUIREMENT. • SEE DIV. 010020 AND 9 SHEET A -I D. 5/0' TYPE 'X' GWB ON 1-161/5E" SIDE CF' CHASE CLOSURE TO ROOF SHEATHING, I P -16 SE SITE PLAN EXTENT CF WALKS l J AND DRIVEWAYS P_I-I J 3' DIAMETER STEEL POST I P J. 36' GUARDRAIL PER SEC 5092 1 A AT STAIRS SLOPES AT 36' ABOVE STAIR NOSNGS. p 1 9 B VEN F I' CLEARANCE ALL SIDE PER WOO SEE. DIV. 15 SHEET A -I P_275,1 PLANT SHELF ( R2"1 SOFFIT AREA FRAMING. I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2 ENERGY AND AIR QUAILITY INFORMATION SEE' DIV Il SHEET A -I 3. SEE BUILDING ELEVATION FOR WINDOW OPERATION SEE DIV. 8 SHEET A -I 4 SEE TYPICAL MATERIALS LIST ON SECTION, SHEET 5 SEE COVER SHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL, - -. UPPER AND LOWER LINEN CABINETS INTEGRATED MAKE UP AIR (P_2 226 STUDS W/ R -I9 INSULATION MIN. UARE FOOTAGE MAIN FLOOR 995 SF UPPER FLOOR 1251 SF r UNF. BASEMENT. 950 SF TOTAL 2246 SF .. GARAGE 503 SE DECK / PATIO 139. SF SQUAR FOOTAGE IS MEASURED TO THE OUTSIDE FATE OF WALLS STAIRS ARE i �050 ONES IIN C CALCULAT � IONS. OPEN T INdLUDED' N 4LATINS , I "I'll 2x6 FORS o/ 2x4 cL6 J5T5 • 24' oz. , 1 ' PSL If WV J L I /4' , II N& PSI, 8.1. iN+ N- ®!.: F ALL FLOOR JOIST ARE: II -1/8' TJI PRO 250'6 AT 192' o VERIFY W/ I"EG LAYOUT. SEE DIV. 06100 STARE, FRAMING HERE ' I SEE COvER SHEET,FOR ALL GENERAL NOTES:AND REC1UiREMENT6. 2 SEE TYPICAL MATERIALS LIST ON'.T£ TTk;N SHEET 3. SEE COVERUHEET FOR ALL . NOTES'ATso REQUIREMENTS CONCERNING MECHANICAL PLUMBING, AND ELECTRICAL: • 4 TRUSS DESIGN BY MANLF. TRU55 PLAN SHOWN IS FOR GENERAL LAYOUT ONLY SEE DIY 6100 SHEET A-I - :TRUSS LOADING : - DIV. 010001A SHEET A -I TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5.- FRAMING SPACING, 24' o,c. UT-LO. 6 . ROOF PITCH EXTERIOR PER ELEVATION MTERIQR PER SECTION, 1. RAFTER TAIL 2x4. VERIFY. 8. ROOF TAIL AND RAKE OvER-IANC PER ROOF PLAN. A ALL HEADERS ATE 4x10. DF 2 UNO. PROVIDE II) TRIMMER STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OvER 4' -0' UNO. SEE DIV. 06100 SHEET A -I I FRAMING PLAN KEYNOTES F _ I ) BACK FRAMING AND SOFFIT AREA A5 1 REQUIRED TO ALLOW FOR HVAC DUCTING. SEE DIV.'S SHEET A -I F 2 RAKED PONY WALL ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS. FR ii a- .ALIGN EDGE OF JOIST -WITH FACE OF WALL t ALIGN OF INSWALL IDE FACE OF BEAM WITH OUTSIDE FACE UPSET - HOTTOM OF BEAI EVEN TIP BOTTOM OF JOIST AND TOP OF E At EXTENDS UP ABOVE JOISTS TOP OF BEAM IS FLUSH WITI4 BOTTOM OF JOIST WITH NO TOP PLATE. CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEGWATE SUPPORT. F -1 ATTIC SPACE VENT SEE CALCULATION SEE DIV. 01002 SHEET A -i ( $ FLOOR JOIST - SEE SCHEDULE DWG. I SEE DIY 06100 SHEET A -I F -9 1 SEE ATE HEIGHT ELEVATIONS AND SECTIONS FOR PL FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS L� F 12 TOP OF BEAM FLUSH WI TOP OF JOINT AND BEAT EXTENDS DOWN BELOW JOISTS l F -13 1 TOP CF BEAM V S' BELOW TOP OF JOIST TO ALLOW FOR HYAC OVER BEAM AND BEAM BUMPS DOWN BELOW JOISTS F-14 206 OVERFRAIIING a 24' OC ) 206 CEILING JOISTS e 24' OC SYMBOLS & LEGEND 0 POINT LOAD FROM ABOVE l POINT LOAD FROM ABOVE W/ LOADING POINT LOAD TRANSFERING DOWN F.'OINT. LOAD TRANSFERING' DOWN UI/ LOADING SOLD D011.N. WITH SIZE DESIGNATION % VERTICAL STRAP WITH SIZE 'DESIGNATIO�I p ;k 1 TO BE USED ON FLOOR BELO{U , 8T'xx _ HORIZONTAL STRAP WITH sirs - YE OE¢IGhdATION C ' INDICATES BE AMCALCULAIO1C WITH INDEXED. F&E18F -R - XTEN1 OF 5I,RAR WALL LrP'eyCF 54 AR WALL ABOVE' h •TWILL 8EL:OIU GA CULATIONS E 401 PROVID�0 1 TWIESO DRAWINGS, SYMBOLS :AND LEGEN`: 4E1 FAN- DIRECT VENT:TO OUTSIDE - ATHROC 1516411NDRY 50 CFM MIN, 7 100 4 ( ' iMIN . ' - 4QLE NOUN! F,AN 100 CFI MIN: vTOS WHOLE. HOUSE EXHAUST AN CONNECTED ' A 24 HOUR TIMN72�- 100 a7 MIN., V 1.0 • THERMOSTAT a 50.. ABOVE; FLOOR 50v SMOKE DETECTOR PER l35C WITH BATTERY RAORJP INTERCONNECTED 24 HOUR TIMER TO'WHOLE HOUSE FAN MECHANICAL, PLU0115ING. AND ELECTRIDAL. 'SY STEM FOR UNITS:, PER Div_ 5,16 SEE SHEET Al A PROVIDE b6 DIAMETER FRESH AIR NT4KEFROM OUTSIDE TO. RETURN AIR PLENUM AT FURNACE WITHMOTORIZEDFLOW DAMPERS, B.. PROVIDE THERMAL EXPANSION TANK AT WATER HEATER G, STRAP WATER. HEATER TO FRAMING TOP AND - BOTTOM. D. PROVIDE :PRESSURE RELIEF' LINE PLiZ1 ED TO OUTSIDE 3050 TUB C P -T n' -0 12' M. T M. Bath W.I.C. C T CARPET Bath VINYL 5-5 VT Office CARPET 28' -4'- • - 4' -9 1R' Hall CARPET 11' -3 V2' Bdrm #2 CARPET ROCf LINE BELOW 5' -9 I/U 2 " - 1 /2' . -11/1 L GENERAL PLAN NOTES°:. I. SEE COVER SHEET FOR ALL GENERAL NOTES .. AND REOUIRENIENTS. 2. ENERGY AND AIR QUAILITI' INFORMATION SEE DIY. 0 SHEET A -I 3. SEE BUILDING ELEVATION FOR WINDOW OPERATION SEE DIY. A SHEET A -I 4. SEE TYPICAL MATERIALS LIST ON SECTION 5FIEET - 5 SEE. COVER SHEET FOR ALL NOTES AND REQUIREMENTS CONCEIVING MECHANICAL, PLUMBING, AND ELECTRICAL. FLOOR PLAN KEY NOTES I OCCUPANCY SEPARATION, P -I APPLY (I) LAYER 5/8' TYPE 'X' G,U123. TO ALL WALLS AND CEILINGS OF GARAGE SIDE. FROM FOUNDATION TO SHEATHING, I/PAP POST BEAMS: APPLY (2) LAYERS TO TRUSSES AND TA FLOOR JOIST. SEE 0IV. 010025 SHEET A -I P 2 1 13/8' MIFL SOLID CORE C C'R WITH SELF CLOSER l �, TO BE TIGHT FITTING SEE Div, 010025 SHEET A -I ( P -3 ) STAIR ASSEMBLY NOTES: PER UBC SECTION 1003 l A HEADROOM MEL '' -8', WIDTH MN. IN TREADS 10 MIN DEPTH, RISERS N MAX. HT. C. HANDRAIL MIN. 34 TO MAX 38' ABOVE TREAD NOSINA. HANDRAIL 11/2' MIN TO 2' MAX, CROSS SECTION DIMENSION AND I I/2' MIN. CLEAR FROM WALL, RETURN RAIL ENDS. D. INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALL(9). E. COVER USABLE SPACE UNDER STAIR W/ 5/8' TYPE 'X' 011.1B.(2) LAYERS a CEILING AREAS. F. INTERMEDIATE BALUSTERS SHALL BE SPACED/. U1/ LESS THAN 4' BETWEEN BALUSTERS, .. SEE DIV- 01002A SHEET A -I, I P-4 1 SAFETY GLAZING PER AN/ SECTION 2406 l A. WINDOWS UNTHN IS' OF FLOOR B. WNDOUIS WITHIN A 24' ARC OF DOORS G, WINDOWS. ' AT TUBS AND SHOWERS D. GLAZING IN DOORS E: WITHIN STAIRWELLS F, WITHIN 5'. OF TOP OR BOTTOM OF STAIRS SEE Div. 08800 SHEET A -1 ( P 5 1 EGRESS WINDOW PER UB TI C, SECON 310.4 SEE DIV. 0 8600 SHEET A -I F, b IGNITERS FOR GAS FIRED. APPLIANCES IN I GARAGE TO BE IS' MIN, ABOVE TOP OF SLAB. SEE DIV. 15 SHEET A -F. P T COVER WALLS ADJACENT TO TUBS AND SHOWERS WITH NON- ABSORBENT MATERIAL TO TO' ABOVE DRAIN INLETS. SEE DIV. 09250 SHEET A-I 12J LAYER& OF FLOOR SHEATHING OVER FRAMING, 1/' MAX.NSER WITH 10' MIN. RUN IF MORE P - THAN (3) RISERS, HANDRAIL REQUIRED PER UEC, SECTION 1006 SHEET A -1 P-10 IS'x24' GRAWl SPACE ACCESS: INSULATE AND l UJEATHER STRIP. SEE DIV. 01002.2 SHEET A -I ((. P -I 22 ATTIC SPACE ACCESS /2/ 30' HEAD t j CLEARANCE. INSULATE AND WEATHER STRIP. SEE DIV. 01002.1 SHEET A -I � FLOOR MATERIAL BREAK LINE WALL LINE ABOVE WALL. LINE BELOW FIREPLACE ASSEMBLY NOTES: A DIRECT VENT FIREPLACES, INSTALL PER / 1Fl. SPECIFICATIONS, SHALL CONFORM TO UBC REQUIREMENTS, SEE DIV: 010028 SHEET B, ZERO CLEARANCE- FIREPLA &HALL CONFORM TO. UBC REQUIREMENTS, SEE DIV: 010028 SHEET'A -I C. HEARTH SHALL. CONFORM TO UBC REQUIREMENT_ SEE Div, 010028 AND 9. SHEET A -I D. 5/e' TYPE 'X'' GWB ON HOUSE SIDE OF CHASE CLOSURE TO ROOF SHEATHING. SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS 3' DIAMETER STEEL P08T P I8 36• GUARDRAIL PER UBC 5092 C A. AT STAIRS SLOPES AT 36' ABOVE ,STAIR NOSING&. P-19 B VENT FOR MECHANICAL, I CLEARANCE ALL SIRES PER UBC SEE 01v. 15 SHEET A -I - PLANT SHELF t P_21 ) UPPER AND LOVER LINEN CABINETS P-221 SOFFIT AREA p -z3 I INTEGRATED MAKE UP AIR 1 2z6 STUDS W/ R -I9 INSULATION MIN. .1E'.I ! ED AUG .3 t ZIU UU / + R IltOIN /UtDIV/_I01I';< .ICE 1J0 a 1 WALL LINE '. � xw F END miss FRAMING PLAN KEYNOTES FRAM t I BACK ING AND SO'fT AEA AS R L F I REQUIRED TO ALLOW FOR HVAC DUCTING. SEE DI D F ' 15 SHEET A -I 2) F 2 RAKE'ONY W ON OF WER FRAMING MEMBE RS SU TOP PPORTING LO UPPER ROOF ROOF FRAMING MEMBERS. f= - -� 1 ALIGN EDGE OF JOIST WITH FACE OF WALL ll( ' J ALIGN INE FACE OF BEAM WITH OUTSIDE FACE OF W F 5 UPSET - BOTTOM CF BEAM EVEN W/ BOTTOM OF J015T AND TOP OF BEAM EXTENDS UP ABOVE JOISTS � F- TOP OF BEAM IS FLUSH WITH BOTTOM OF 6 � FRAM WITH NO TOFF PLATE. CUT AD JACENT FRAMING MEMBERS INTO BEAM FO ADEQUATE SUPPORT.. - ATTIC SPACE VENT . SEE CALCULATION SEE DIV. 01002:SHEET A -I F 8 FLOOR JOIST - ALE SCHEDULE Dui^s. ) SEE DIV. 06,00 LT A -I F S ) SEE ELEVATIONS AND. SECTIONS FOR PLATE HEIGHT } P RESSURE BLOCKING A -I LF -Ip.1 SEE DIV_ 061 SH F -II 1 FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM.. OF JOIST5 (F 12 TOP OF BEAM FLUSH W/ TCPOF JOIST AND BEAM FP l J ExTFJNDS DOt1N BELOW J015TS - TOP OF OEAIN 5' EELOW TOP OF JO15T TO ALLOW FOR H VAC OVER 0FAIN AND BEAM 1314 DOWN BELOW JOISTS - , I`F -14 2X6 OVERPRINTING ® 24. 24' OC OC l ( F -15 1 2X6 CEILING JOISTS ® : ROOF VENT` CALCULATION, BASED ON 3 2-1/7 HOLES PER VENT BLOCK ROOF VENT CALLS BASED ON TED SECTION 1505.3 TOTAL ROOF AREA ES1 5F/J00 ATV . 5F OF VENT N EN % AT EAVT = 417 6F REQUIRED -- 0 % • 36' (NIT) ABOVE -EAVE _ 0 ... 6F REQUIRED 0 ROOF JACKS AT 50 NO IN EACH =R AC 1N...0 SP !l LP OF EAVE .vEN75 41 62 SQ. INAJ 2EO EQ IN. : Q__ GABLE END VENTS AT Q_ z 0 = Q ea 1N. =0 - SF __ GABLE END VENTS AT x SD IN .0 5F 1 AABLE END VENTS ATE DIA. .2 6Q. IN. =33 5F TOTAL VENTS PROVIDED ROOF JACKS SAVE VENTS .. = 542 5F GABLE END YENTA T/ 5F TOTAL 5F OF VENTS PROVIDED =:. 558 5F • AREA MAY BE 1000 IF A VAPOR RETARDER IS INSTALLED ON' THE WARI'1 AIDE OF THE ATTIC INSULATION. SEC 150531 EFFECTIVE VENT AREA EASED ON A TEE . : REDUCTION, DUE TO I /4' 51E5H I SEE COVER SHEET FOR ALL GENERAL :NOTES A540 REQUIREMENTS. - 2: SEE TYPICAL MATERIALS LIST CAJ SECJON SHEET REQUIREMENTS CONCERNWG MECHANICAL, "- - 3. SEE COVERSHEET FOR ALL NOTES AND PLI4l04 JG, AND . ELECTRI 4. TRUSS 0551GN 8Y MANIF. CAL. PLAN IZU55 540521 I5 FOR GENERAL LAYOUT ONLY SEE DIV. 5100. 5FIEET A -1 - TRUSS LOADING SEE DIV. 010001A SHEET A -1 ' TRUSS 'SPAN PER FLOOR. PLANS TRUSS TYPE PER ROOF FRAMING PLAN 5 ROOF FRAMING SPACING, 24 oc. LINO. 6.ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. - 1. RASTER TAIL 2x4. VERIFY. ' 6- ROGP- Z4IL -45p RAKE OVERHANG PER ROOF PLA4L 5_ ALL HEADERS ARE 4x10 OF ^ LINO. PROVIDE (1) TRIMMER STUD UP TO 4' -0' SPAN AND 12) TRIMMER STUDS G'vAR 4' -0' UN.O. SEE 01v. 06100 SHEET A -I ) POINT LOAD FROM ArSC VE POINT LOAD FROM ABOVE W/ LOADING POINT LOAD 1RAI46FERJNG.DdW POINT LOAD TRANSFERING DC"Jf 414 1.04.6) 1 -J.r t91 i HOLD DOWN WITH � 3t18 , DE$KaNATfOV VERTIa;.AL 6TRAP SIZE DESIGNA TO. BE USED 044 FLOOR BROW 5T_ _ HOREZCEI AL STRAP WITI-4 SIZE DESIGNATION INDICATES BEAT CALCULATION WITH • INDEXED NUMBER PI 6 . EHTENT, 05 SHEAR WAl -[. TYPE C.P 5HEAR W,AL WALL 450' 471, WALL LCAT4494 4 0 UL pRDNIRED IN'. T14EEE DRAU714 5.. 6' NG S!OOKs UE'F RAg3F2 s SIDING MATERIAL'.(�ODI WOOD SIDING (DIV. 01005) BUILDINO WRAP: (DIV 7) IS# BUILDING PAPE"' -- F TOP FI-ATE < SHEATMNG• IV. 6) 7.10 OSB OR :`• •' WIN. HDR kat . FRAMING: (DIV. 2 x 4 STUDS AT 16 INSULATION( (1 .7) R43 BAIT W/ INTEGRAL VAPOR BARRIER n' 3 OEM: (ow.* vr 6WB �1�[l.11i'lllillilflf� 1111111111i11 )ORL SIDING F CONSTRUCTION FLOORING: IV 9 .. SUBFLOOR: 6) Il TT IL ( 7) SOFFIT: (DIV. 7) TRIM :(DJV, 6) . WINDOW . HEAD: 2x6 (WITH NO BRICK MOLD) JAMB: 2x6 SILL: 2x6 ... CORNER. BOARDS: INSIDE 2x2 FASCIA:. ; 2x8 UNO TYPICAL BUILDING MATERIALS ROOF CONSTRUCTION ROOFING: (DIV. 7) SHINGLES (DIV. 016455) BUILD O PAPER.•'(DIV 7) 300 BUILDING PAPER SHEAT O: (DW. 6) 1/16 050 OR EQUAL FRAMING: (DIV. 6) PER PLAN INSULATION: IV.7)' R.30 BLOWN�IN SOFFTL IV. {) 1172" RE-SAWN PLYWOOD OWE: (DIV. 9) • 5/8' GWB EXTERIOR WALL CONSTRUCTION FINISH PER PLANS (DIV, 0)005) 3/V (PLYWD, COMPLY, OR EQ) PER PLANS R49 BATT 1/2"11E-SAWN PLYWOOD TOP PLATE 2x6 TN') - TYP. 2x6 TRIM - T7P. :f;:i I )i= 2x3 STOOL BOARD OVER 2,4 TRIM - TYP. 2x8 TRIM OVER GARAGE DOOR 2x6 TRIM 2,4 TRIM - _ e 1149111 lb.. ..! il�.� I�i�t �. 5 ..411111i/I� � iM 16�110. ..�li 11 1111, Wm s use u —nlli -, 1e�1 _. r�'�Ai I I _ A In irk ME MI Ea ! r te 12 — -® ...... IllIllIfl mIui nil ii 4 l 1 1 1 U1� 1NI� it .. ,.....� iiri 1 11 IliiiiKl_ _ - iuiiiiiliIilt anniiiiliui ,_I ? lii :uiih h . s Nialimal Eno 1 I im Garage $[: -' i FRONT ELEVATI . 5caio L '4'.I' -PJ' OCR JOISTS PER PL FLOOR JO15T5 PER PLAN . Unfinished Basement UPPER n.00R TOP PLATE TOP PLATE WIN. HDR NGT Kitchen TOP PLATE r e 1e �V L - - "'1= 111111= 1 IIIllyll 1 Ut' CLEAR FNBN GRADE FOU DATIO D. Al 3/4=f -0' NGTE, BASEMENT SLAB MEAT BE IN PLACE PRIOR TO RLL BAC:KELL.. O WALL NO NEALATION EEREEN BAEEFENT SLAB AND STEM WALL. TOP CF SLAB I' -0• FOU DATIO D TAIL 3 /4'Wf -0' 2x4 TOP PLATE GARAGE DOOR NFR (SEE FRIG PLAN FOR SEE) NAIL SEATING TO MDR W Ed NAILS c 3' OC. • ENR WALL LOG UFO. ON SW WALL TCOED. 2 2.4 STUDS -NAIL REAM.. W Ed. NAILS • 3' OL. TO EACH ETC UFO. SLR IEALL SOLED. NAL 8d NAILS • 3' O.C. • ALL PLED, WIFE. A STUDS END. ON SLR PALL ,OED. 2 2x4 AT ANY SHEATIIING JOINT 1/16• O.SB. SWEATNING (MIN.) ST.14 STRAP YE AtA:LIOR MAIL TO BOARD FORT EFAID L AFTER CONCRETE CLIrESJ LEE 38.16A2 03 NAILS EACH .0. 2 -2X4 ELATES, NAL'SAITG TO EA PLATE (2)5/8•! ABW MN T EFEEDFE T URA ON SNR WALL ,OED. CONTINUOUS FOOTING L 1� APA LATERAL RESTRAINT PANEL . CRIPPLE WALL m FOUNDATION 3/8"4 3/8' 17000- oeIoo- 3/4=1 - 06100.08300- 0e_T6 STEEL • 0. PLATE UI 200•X3/16' S^ STEEL ATE EASIER, • C EPT OL. (DN. 3 SHEET A-1, EXCEPT A, NOTED ON SEARUALL SCHECILE l' MN. RUED. (2)V BAR •TOP V VERB- B • R' A SCENT OF WAR ELL ° RILL (DN. 3 SWEET A -U V VERT. J -EAR • 6' x (DN. 3 SHEET A -U DAMP PROOFING ( DIV 1 SET All ▪ MORZ BAR • IV. F -6' OVERLAP (DIN. 3 SLEET A -Il -U TCAATLNE 4' PERM. FT'G. DEAN WELTER N N' GRAVEL BED (EM 2 SLEET A -11 (4).4 BAR C.T. (DIN. 3 SHEET A -I) SOLO SUBSTRATE 4' CCTJO. SLAB OVER 4' ROCK OVER VAPOR 64REOR 5/8•A10• AB. W 2'M 5A STEEL PLATE EL4S6ERS • 4'-0' OL. (DIV. 3 SHEET A -0 EXCEPT AS NOTED ON SNEARLALL SOEDILE T' MN EFEED. (2)•4 BAR •TOP V VERY. BAR • 10' a, FULL lDly. 3 $LEFT A•IJ vERT.J•BAR• 5'x (DIN.3 SHEET A -I) V WORZ. FUR • IV oc (DN.3 514E0 A -V V BAR • D' 4z; L•2' 6' (DIN 3 SHEET 4 -11 DAM' PROOFING (Div.1 BHT All 2' CLEAR (5).4 BAR CONT. (Dlv. 3 SEET A-I) SOLID SUBSTRATE 4' CONC. SLAB OVER A' ROCK OVER VAPOR SARFIOR Alarm - . - 1T 111111= I =111 11 nll 1irU1° =ilnE= 111111 =_ WEjil II =III - !!1111= III =111 1111= mlil =mm_ _11ni1- Gum =nnu =1 =�IIIIII,= �illl = 111111 =111111 = 111111: i S STEPPED FOUNDATION DETAIL 16 TTP. FLOOR FRAMIY PER r FLAN fDlv.6 BIEEt d•U ' TTP. E XTERIOR WAL ETA -1) CT IC" 1 FER PLAN (DNbEWEET A•U LOCATE NEATEN. JOINT • CCM% FREER RPI BOARD LMATE ' CRIPPLE WALL FER PLAN WE FOUNDATION DETAIL(,) TTP. FLOOR FRAM. PER PLAN (Div 6 ,FEET A - EXTERIOR WILL L CONSTRUCTION PER FLAN (DIN. 6 SLEET A -V RH BOARD CRIPPLE WALL, PER FLAN. FAIN A FIN STUD LENGTH OF R' PER MC SEC. 2320.55 (DIV. 6 NEWT A -I) SEE FOWAT. DETAIL(,) 14 CRIPPLE WALL ® FOUNDATION 03300. 00000 -24 3/4' =T-0' 06100.03300-07...:76 H TTP. EXTERIOR WALL CONSTRICTION PER RAN (DM 6 SHEET A -V TTP- FLOOR FRAIll. PER PLAN (DN.6 SHEET A -V SCUD BLOCKING OVER °NEPORTS LOCATE SW WIRER G JOINT • FEI CCM. GNER RI EOARD 63 I• CO.. SOFFIT VENT IRE' RESAWJ FLTWOOD a SOFFIT TREATED :..J• SILL SEE FO.DATICN DETAILS FOUNDATION DETAIL 3/4• =f-0' + 4 1 CANTILEVER FRM'G AT FOUNDATION FURRING DETAIL 03300-00000 -23 3/4' =T OR100-03300.02_TJ 3/4W - DARES 11.1•111 :11111 = 111111° 11- 111111= = = 111111 11_11 TTP. EXTERIOR DILL LONSTRCTION PER PLANS (DIN 6 SLEET A -V 1' CONC. OVER 4• ROCK OVER VAPOR BARRER R•10 RIGID FELLATION 2xE0 TREATED PLATE OFFSET 3)4' SEE FEEDATICN DETALS TNRCAL ExTERCR WALL CONSTRICPCN PER FLAN (DN.6 SLEET A-I) r AIR SPACE BH BALDING PAPER ROOKED END FULSOR'r JEERER TIE TO FRAM. Ev. 250. FT. (DIN 4 9w4. AU 1 VENEER 03300-00000 CPU FLASN•G BLEEP WHOLES • 4'•0 TREATED MID SILL (DN. b SWEET d•V SEE ROWAN. DETAILS SEE FO VATWN DETAILS 6 IV, VERIFY GRADE CONTOURS NOTE: Tab OPTION CAN NOT 13E MED AT SMEAR BALLS 04200,08130-02.3 :1 00100-03300 -2LTA TTP EXTERIOR WALL CONSTRICT. PER PLAN (DIN 6 ,FEET A -I) CONC... OVER 4' GRAVEL BED (DIN 3 SWEET A -I/ TREATED MD ELL (Div 6 SLEET A -I/ IT�T�T�T�T�T4lT4\T l 111111//' HANGER OPTION O SLAB 0 STEM WALL 3/4W -0' ITISTILTA MMIMT/•TA 411T• I, yi 111111C �lill _11ia1_II01- 11= 111111 GWB. TTP. (DIN. S SLEET A -V WIERIOR BEARING WALL (DIC 6 SHEET A -I) I/2, 10,15. • *4Y OC. (PIN. 3 SHEET A-) SLAB ON GRADE FER PLAN (DN. 3 SWEET A -U VAPOR BARRIER CONT, Ril''READ re. PER PLAN (DN. 3 SLEET (2/ V BAR CONT. (DIN. 3 SWEET A•I) FOUNDATION /FRAMING CONNECTION I 1 \FOUNDATION DETAIL 3/4:1 03300- oeIo0a3 EXT. DOUR AND FRAME (DIV.8 SLEET A•V DOOR T4REENO D FLASHING A5 REOD. (Div. T SLEET Al) MRVESTRAL FLAN. COT C. SLAB OvER 4' GRAVEL BED (Div. 4 SHEET A. I) 24E TREATED TRESNOLD TRW7 FII JOIST TREATED IUD SILL (DIN 6 WEST A-I) vERT. RE-BAR FRO; STEM WALL &TIERED INTO SLAB TTP. FLOOR FRAMING PER PLAN. (DID. 6 SHEET 4 -1) EXT. DOOR THRESHOLD DETAIL ® CANTILEVERED RETAINING WALL 3/4W oetoao3300.04_Ta 3/4=f - os3oo- oo000 -22 FILL WDTN TREATED MUD SUl HANGER PER F'FG TTP. FLOOR FRAMING PER PLAN (Div.6 SWEET A -I) EXT. DOOR MD FRAME (DIV. 8 SWEET A -I) D OOR TH4EW:CD FLA -NNG AS RECD. (DIN. T SWEET A-I) NERVESTRAL FL.SNNG 4' CONC. SLAB OVER 4' GRAVEL BED (Div. 4 SLEET A- I) TREATED IUD 5LL (DIN. 6 SWEET A -I) AIRSPACE TTP. ▪ VERY. RE -BAR FROM STEM WALL STUBBED INTO SLAB POST AND BEAM PER PLAN TTP. FLOOR FRAMING PER FLAN (DN.6 SHEET A -I) TTP. EXTERIOR WALL CONSTRICTION PER PLAN (Dlv. 6 SHEET A -I) TREATED FTC SILL SEE POUOATICN DETAILS POST. AND BEAM PER PLAN PER FLAN Inns -u�= 111111 =II . 3/4'=1 -C' L_ FNSN GRADE HOME FOOTING DOES NOT SLIDE F TN. CO CO.. FOOT!. SPANS 140R2CNTALLT. =III =11 = TOP O: SLAB 2 -8' EXT. DOOR THRESHOLD DETAIL FOUNDATION DETAIL 3/4'=1 -0' oeIOO- 03300 -oe TJ 3/4=T -0' I FRAMING PARALLEL TO STEM WALL FRAMING PERPENDICULAR TO STEM WALL VP•IO' AB. W /16• SD. STEEL PLATE DC. ( WASHERS • 4'-0' OZ. (DIN. 3 SLEET A -0 EXCEPT AS NOTED OR SFEARN411. SCLEDULE T MN E 14 WORE. BAR 10 ( - CORER OVERLAP (DIN. 3 SHEET A -I) ✓ vERT. BAR SAFE AE STAN STEEL SPACED (DN. 3 SWEET A -I) TOATLEE DAFPPROCFNG (DID. 1 SWEET A -I) ✓ STUB STEEL FROM FT'G. • S' OZ. (Div. 3 SLEET A -I) 4' PERF. FT'G. DRAIN WEILTER N 24' CARAVEL BED (DN. 2 SWEET A -I) SOLD SUBSTRATE (2) •4 BAR COAT. (DIE. 3 SLEET A -1) Cat. FEFBER RIM BOARD TREATED MAO &ILL SEE FOlDATIO4 DETAILS) OS800 -Y^2 STEAL' AB, UV 2000(3 E.Q STEEL PLATE WERS • • 4°} 4'• OL. (DIN. 3 SHEET A -0 EXCEPT AS NOTED ON SLEAR WALL SCIEDLLE T MN EMBED. (2) V BAR • TOP V vERi. BAR. D' FLLL WEKlrt OF WALL. (DIN. 3 SLEET d -IJ DAMP PRaOCFIG (DN. l 5HT AV ART. J- BAR •12' (Div. 35NEET 4 -I) 4 NCR. BAR •p' 1' Ove'R.AP (MN/ (Div. 3 SHEET A -V TIGNTLUE A' PER. FT', DRAM WELTER N 24• GRAVEL BED. (Div. 2 SLEET A-I) (4) V BAR CPR. (Div. 3 SHEET A4) SOLID ELEETRATE L 0' AB. W 6.0 EAEPE /16' & STEEL PLATE • OL. (Div. 3 SHEET ST A-I) A -I) EXCEPT AS NOTED CN WEAREALL SPEDLLE l' MN EMBED. (2) V BAR • TOP VERT. BAR • 7 x. FULL 1 E.I4T OF WALL (DIN. 3 BEET A -U VERT. J -BAR • ET (Div.3 SHEET A •V 4 140R2. BAR • 10' a (Div. 3 SLEET A -I) '4 EAR• IT. 1.36' (Div. 3 SLEET A -I) TIGNTL DAMP PRO'FR4 ( Div I SW Al 2' CLEAR (4) V BAR DDNT. (Div 3 SHEET A -U SOLID SUBSTRATE A• PERE. FT. DRAIN WELTER N 24' GRAVEL BED. (Dlv. 2 SLEET A -U TTP. FLooR FRAMING PER PLAN (Div. SWEET A -I) 03300.00000.28 TT, EXTERIOR WALL CONSTRUCTION. PER PLAN (DIN. b SHEET A -I) LOCATE 51EATWI G JOINT • TTP. EXTERIOR WALL CONSTRICTIO. PER PLAN (DIN. 6 WEE/ A.4) LOCATE SIEATMNG jot.. • COM70N FREER SOLID BLOCKING • RIM JOIST • EXT. WALL PONT LOAD BEARING PER FLAN REC uoc CIT'f OFTUkMLA TREATED MID 516 SEE FOUNDATION DE TAIL(,) J't .- 1 2110 TTP. FLOOR FRAMPG PER RAN (DIN 6 9LEET a - u PERMfI' CENTER FRAMING/FOUNDATION CONNECTION ®FRAMING /FOUNDATION DETAIL 3/4W 061704M000.08_7.11 l 3/4=1-0' OEICO- 0330044_Ta L SHEET D1 3 1 223 sue, w e&.caa' E d i 54 TK CD0 _UC * ATT ACH LEDGFJI W _. ROWS.OP)M LAG DOLTS AT JE• oC � iYP. tJI 14.dOsii.FRAtING Elkft PL 14 !rt 4 6ETOO M .24 C DEng FWISN LANDEr-AIFE GRADE TOP, CF PIER FLUSH IUItM .... PINION •1BELQU p• ryE,l ON SOLID SUBSTRATE BaOiI GRADE - TYP. DECK CROSS 'SECTION 3/4"4-0' 0$200.06 70-08_TJI I 8EE 1EEV47KN - -.. EXPOSED TRJ66 TALL FRAME OVER WALL DETAIL 3/4: ► 2X4 BACKER FOR BARGE - NAIL NMI SKIP %VANN& OATH E. • O.C. TN, 2X4 OJrPoGCER6. OC. WIN -3X7 BE1UEEN FOR TRS1 l � TW &$TIER 7''f 7j Lrft 0 l P ER P�4N FA FM ELEVATION " a lJ1 r, \I(; r1 *� - ' 1 r . i1P. EXTERIOR u LL OL,iYTFU6MK ,,_ 0 .Q C7 TOP PLATE PELEE PER SEAWALL SPED. BOTTOM PLATE FLAL. PER • EAP..LY_ SCHEDULE PANEL EDGE I FELD NAL. PER SOECILE LII BLOCEIG TTP. TA ROOK COGTRCTUON TTP. WALL CONSTRUCT. EMI WALL SEAM. PER SCTEDLLE COMM PLATE NARNG FEIN SHEARIIALL SCT EOLE PAEL EVE l FELD NAIL. PER $CIEOLLE TA FLAIR JOISTS PER PLAN ALEN TJI FLOOR JOST LL CALL TO• RATE NALE PER SEARRALL SOEC •F TYP. TJI FLOOR COSTRCT. TIP. WALL CONSTRUCTION ERN WALL SHEATHE. PER SCTECLLE SHEAR WALL 1® O PARALLEL TO FLOOR JOISTS 3 /4=f - O' io:'a.zeirsoe NAIL FLOOR SHEHN ATG NB AREA WTH ▪ d•6'oc EDGES Y9 d•10'oc. FELD BLOCK ALL EDGES HDd•6'ot R Y, • w- YICOD TO BU BOTTOM PLATE NA P ER SEARU ry ALL `CFF F PANEL EDGE FELD NAIL. NE PER SCDLLE ING AJ TJI BLOCK BLOC' . EDGES PANEL EDGE I FELD NAIL. FEIN SCHEDULE TOP PLATE NAILNG PER SEAWALL SCTE LLE TYP. WALL CONSTRCTON WTH SH WALL EATH.. PER 6CHECLLE SHEAR WALL PERPENDICULAR � TO FLOOR JOIST - OFFSET CONDITION 3/4•=f - 17070 - 00170.09 + + NAIL FLOOR SHEATH. NW AREA CHH d•6' EDGES 10 d • WY oz. FIELD BLOCK ALL EDGES BOTTOM PLATE NAILING PER SNEATRUALL SCHEDLE PANEL EDGE I FELD NAIL. PER SOEDLL.E TJI ROOK JOSTS PER PLAN TJI BLOCKEE • ALL PAWL EDGES PANEL EDGE I FELD NAU.. PER SCHEDULE TOP PLATE NAIL. FEIN SHEAREALL SOEDLLE TTP. WALL COSTRUCTION WITH WALL WEATHBYs FER SOEDLLE STANDARD SHEAR DETAILS & SCHEDULE TOP PLATE NAL. PER 6HEARU4.L SCHEDULE BOTTOM PLATE NAILING PER SEARUALL SCHEDLLE and • 6' oz. PL TIED. TO RIM JOIST PAI L EDGE I FELD NAILING PER SOECLLE TTP. EXTERIOR WALL CONSTRICTION ILL CALL 6HEATH. PER SOECLLE TTP. TJI FLOOR CC IR CTICN 1x4 PANEL EDGE BLOCK. TOP PLATE NAILING PER SHEARWlLL SCHEOLE BOTTOM PLATE NALL. FEIN SEA/WALL 6C.EDLLE I0 J•O` oc PRL. TO RIM JOIST PANEL EDGE I FIELD NAME PER 6OEDLLE Tr, EXTERIOR WALL CONSTRUCTION WTI WALL SWATH. FEIN SCHEDULE TTP. TJI FLOOR COETRUC ION 1x4 PANEL EDGE: BLOCK. TTP WALL COETRCTION WITH WALL SHEATH. PER SCHEME TTP. TJI FLOOR CONSTRUCT. BOTTOM PLATE NAILING PER SEAWALL ...ILE 1041 NAIL • 6' oc. PL TO /WI JO167 PANEL EWE I FIELD NAIL. FEINWED/LE 10 d NAIL • 6' oG PLTUD. TO TJI BLOCK. TOP PLATE AMEN. PER SHEAR ALL ECHEDLLE TTP. WALL CONSTRUCTION WITH WALL SHEATH. PER SOEDLE ~ ►.1 NT�TOMIUM TA UT/111A ‘i 14161 IN TAITWARTNIMITIST/111111■11 Mak ' mnH �nn11 SHEAR WALL TYPICAL WALL CONSTRUCTION WITH WALL SHEATH. PER SCJEDLLE TYP. TJI FLOOR CONSTRUCTION BOTTOM PLATE NAILING PER 6HEARWALL 6CIEOtLE TOP RATE NAIL. FEIN 6HEARUALL SOIEDULLE ANCHOR BOLT PER 6CHEDLEE SEE ARCH. DETAILS FOR KIRUNDI CONDTION6 SHEAR WALL PERPENDICULAR SHEAR WALL SHEAR WALL EXTERIOR SHEAR WALL L 1S PERPENDICULAR TO FLOOR JOISTS O PERPENDICULAR TO FLOOR JOISTS ®PERPENDICULAR TO FLOOR JOISTS . TO FLOOR JOISTS ® FOUNDATION 3/4' =1-0P 17070-06/70-16 3/4.1-0' 170117010-06170-07 6 - 3/4 =1-0 17070. 06770.01 �` } 3/44 - 1070- 03300-01 + + SHEAR WALL PARALLEL TO FLOOR. JOISTS 0 FOUNDATION EXTERIOR SHEAR WALL PARALLEL TO FLOOR JOISTS r �- 3/4•=f - /7070-0017042 \ 2 3/4•=1' 17070-03s00o2 TIP. TJI FLOOR CONSTRUCTION TTP EXTERIOR WALL CONSTRUCTION WITH WALL SHEATH. PER .%HEDLLE BOTTOM RATE NAIL. FEIN SEAWALL SCHEDULE TOP PLATE NAIL. FEIN SHEARLALL SCHEDULE CRIPPLE WALL (DIV. 60 SHEATH CRIPFLF. WALL SAME AS 6HEARWALL ABOVE SEE ARCH DETAILS FOR FON)AT. CONDITIONS CANTILEVERED FLOOR JOIST /4 °=f 1707046170-11 SHEAR WALL ® CRIPPLE WALL 3/4 °447 17070-03300 -03 CRIPPLE WALL (Div. 6U SHEATH. PER 5CHEDULE PAWL EDGE I FIELD NAILING PER SCHEDULE ANCHOR BOLT FEIN SHEARLLALL 5CHEDLLE MN BAR COO. (DN. 31 SHEAR WALL PARALLEL 3TO L O FLOOR JOIST- OFFSET CONDITION � L O � P SHEAR WALL HOLDOWN L O0 CRIPPLE WALL - INTERIOR 3 /4' 17070490044 4 3 /4 NOTE: ALL EFORTATICN ON T1-115 SWEET 15 NOT RECE55ARLT INCORPORATED M'1'0 PR47JECT. COORDINATE SITS FLANB. ".;.:'G 3 1 ?::! RECEIVED CITY OF TUIREILA s� - 'I 2000 PFR7 IT CENTER Co co cr j co O � v • ∎Na C Ll 0 V � ->E �► C 45 Ln i w a� A` m TITLE JOe NO SHEET T,1 JOIST DETMLS TJI BLOC t BEAM FPLAN BLOCKING AND FILLER BLOCK DOIELE JOIST OR BEAR PER PLAN � T�TST�TI� h .i�1�1�1�N 3/47=f-0' isr rsrer.r. TRIS6PE17Pb11 IITFI 04EAT1jIG=PER -. seawall SCHEDULE Wd TO t14TC4 BIER- IIIALL NAtLIG BELpU 511 TN 14 TO IIATCI - 51 NAILING BELOW -.. (2)bd B d NAIL TE or.. • EA OUTRIGGER 8 d NAL • S• oL TO TOP PLATES - 4 MCC.. iYP. EXTERIOR WELL CCdSTRKTo.r UPS WALL SIEA11AES T Ec SCHEDULE RECEIVED CITYOFTUKWlLA 2fnn )T GENI ER ; '' 2x4 FLAT 61.00K NAI L STRAP UN ed CC7'.. 8' SI'PSON CNN STRAP x15' LOGS, LAP 4' ONTO GALL OR PEAT AHD NAIL WITH 8d COMM • 4' oz. DRAG STRUT CONNECTION 3/4'=f -O' ESEATSNGG Alp MALI. PER SFE4R1IALL SCHEDULE 2X5 CLOCKING ROM REAT:.R - AND NALEG - PER FLAN App SHEA/WALL SCHEDULE 2X4 LEDGER C1 16- el EACH STUD C2) W d EACH BLOCK NT$ Nem EDGE 4 FELD NAILED PER SCHEDULE TYP. WALL caernCTE WnH .4 BIEATNNG PEP, eueouLE ®INTERIOR SHEARWALL TO ROOF COND. ("4 HOLDOWN STRAP o FLOORS mooSUemo -oo \' J3/4 =fir TI070- 000420 f D2000--/ii TV 8 d NAIL • 4' ac.. EA CUTRGGER N d NAIL • 6' oG TO TOP CHORD 25 BARGE 4 1x3 TRIM 254 BACKER FOR BARGE NAIL THRO SKIP STEAMING UITI Wd 2X4 OUTRWERS • 4' O.G WITH JOIST RANGER • TRIGS GABLE END INNS A35 CLIP PER SIEAREALL SCEDW.E TYPICAL R CF CONSTRICTION TYP. EXTERIOR WALL CO STRICTION WAIN SELL. SHEATHING PER SCHEDULE (21 STUDS AT EACH STRAP BOTtaI PLATE NAILING i'ER y,p4pnielM SC EDuLE STRAP PER PLAN 4 SHEAR UTALL SCHEDULE 1A'S' TI'RTRAEV LG. Nil ROAM PANEL EDGE 4 FIELD NAILIG PER SCHEp1AE TIP EXTERIOR WALL CONSTRICTION IL WALL SHEATHS. PER SCI.EDULE TTP. TA FLOOR CONSTRUCT. TYPICAL ROOF CONSTRICTION 525 .8' oL (3) 6 d 4 TOENAIL • INNS LENIN . 48' oL CLOCKING TO TOP PLATE 8 d • 6' oL • BLOCKNG BLOCKSE PER ARCS DETAILS SEE ELEVATION PLYWOOD ROOF CONDITION :3 /4°=T-0' TYP. DOTE NCR LUAU. CONSTRICTION WITH WALL SFEA.. F'ER 6CVEOULE }aka gw conoa olca �i1el aJO� Qa� 9t9iu Ve'el'? de' HOLD DOWN -WITH SIZE DE& $A -.� VERTICAL STRAP WITH SIZE DFBIGt44TbN l TO 13E USED a FLOOR BELOW STxxT HORIZONTAL STRAP WITH etZE' DESIGNATION (,ti INDICATES_ESE4M- CALCiLATIGN WTH I IND NUMER Ex E41911 OF . . • P TEN SHEAR WAIL TYPE- OF ENE-AR WALL -X t WALL' ABOVE L B WALL t QI UW -Fes'o NET 4JIee Na ED. BY 4Et4G AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. ki i' 1• r..'_;-' - : 011 1 .), _ Nyman um tal 1 � r111111j` i1I 11 I II NB Iw1 �1 1M ligia liiilliiiii I II 1i Ii %Irbil! -• _ • • m _ Ng a in I_ r r .. Ill ,...I I 111111111111.1111 ilIbr II ®/ SHEAR NOTES E.5Ja UNLESS ar 5E NOTED DESIGN CRITERIA - L fikSEE. CALQ1LAT CNS FOR DESIGN CRITERIA riIFQAL 1, $ I. ALL SHEARWALL5 SHOLN ON THE FLOOR PLAN ARE FOR WALLS • O ... N THAT LEVEL. (TYPICALLY SHOLLN SHADED). 2. ANCHORAGE IS FOR S-4 R EAUALLSIPANEL5) ONLY; WHERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS, NAILS MAY BE SPACED • I.' OLMIN) PER TABLE 23 -1-Q 3. W44ERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS THEN SHEAR DETAILS DO NOT APPLY. FOLLCW MM. UE.O. PECJiE 1ENT5- • 4: PROVIDE TWO STUDS AT l 1 HOLD OLD pot. LOCATIONS. 5. SEE MANLF' ACTURE'R'S REQUIREMENTS AND DETAILS FOR EACH TYPE OF HOLDC/tN, STRAP, AND C ECTOR FOR PROPER INSTALLATION. Y'.LLC 6. ALL PL OR GYPS IM t SitiARWA LS SHALL BE APPLIED HORIZONTALLY OR VERTICALLY ON STUDS. EDGES SHALL BE STAGCEPED AT CENTER CF STUDS AND BLOCKED PER ^ _- C'-HEDULE. T. DO NOT OVERDRIVE NAILS INTO SHEATI-IEJi. 8. STAPLES OR 5CR'clt5 ARE NOT AN ACCEPTABLE ALTERNATIVE TO NAILS FOR DESIGNATED SHEAR WALL PANELS P UNLESS PRE - APROVED BY 1-e BUILDING OFFICIAL ROOF ! FLOOR SNEAT? -Rh'Cs I. ROOF SHEATHING= 1/46' OSS APA RATED SHEATHING (24/ ©T LAY UP W/ MINIMUM 1/8 CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION. NAILING SHALL BE Sol AT 6' oc AT PANEL EDGES AND IT r_ AT INTERMEDIATE SUPPORTS. PROVIDE EDGE CLIPS • 24' O. • ALL UNSUPPORTED EDGES. ALLOWABLE DIAPHRAM SHEAR ={80x082 =142pa 2. FLOOR SHEATHING:: 3/4' CDX TAG APA RATED PLYWOOD (48.24) NAILED AND GLUED. C ADHESIVE SHALL CONFORM TO APA SPECIFICATION AF! 01. PROVIDE TUG EDGES AT LONG PANEL EDGES. NAILING SHALL 822c1 AT 6' oc AT PANEL EDGES AND TO' ac AT INTER'IEDIATE SUPPORTS. ALLOWABLE DIAPHRAM SHEAR =21 =TTTp5( O O 3. PLY11 SHALL BE LAID Wi FACE GRAIN PERPENDICULAR TO SUPPORTS AND END P 17 • Sb1EAl271AL6 DEO4NAT.NS SHEARWALL °SCHEDULE 02!06/00 5Fi7 U2' ElE Q E SIDE. 5d YES 48 NAIL a 42' 46d .� n' 164 a T2 l00 PLF GI -4 COOLER YES 5/8' • 4E A35 33 .81.10' Ibd a I0' 125 PLF 5/8' GIB ONE SIDE FOR V2' .1 ' 12' 6,113 TWOS/DES Ed YES 5/8' • 48' 20' Ibd • 8' Ibd • 6' G2.4 OR COOLER YES PE • 4V 20' Ibd • 6' 16d a 5' 5/8' GUB E1 61DE5 FOR 5/8' P1-84 TE3 5/8' 48' 20' Ibd a 5' Ed • 5' S0 PLF PI -b TES 5/8' • 4E' H' 16d • 5' 16d • 5' 240 PLF PI -4 YE5 5/e' • 32' n' Ibd • 4' Wd N' 350 PLF T/16' 05P P1 -3 ^ E 550E YES 5�8' • 24` 'mod c 3` Ib s a 3' 450 PLF PI -3E USE 3x STUDS 545 P�F PANEL EDGE PI-2 - ' USE 3x STUDS TES 5.8' 016' 1 1/16' 058. TWO SIDES - l2) PEE l2) FC3JE P2 -4 ET4&:,ER S 4EATHM's YE5 5/8' c K' A35 CLIPS E a 4' ff d • 4' 100 P1! JOINTS UE2) SPJt24 a •T` p er- D PANEL EDGES (2) ROUE l2) ROWS F'1 -3 YES 5/d' • E' K CUPS Ed • 3' TK£-ERED 900 P1! D&.. RIM UETERFWII$ER 8c1 110 5/8' a 48• E .•5' Y d • 5' 202 9! Ubtl -4 HARDBOARD, SIDING, OR OJAL TIP. • SHP : ilu 1 t7EOIGT4ATKNIS RECEIVED CRY OF TUKWILA Jup 12600 PERMIT CENTER :'