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HomeMy WebLinkAboutPermit D2000-174 - FOSTERVIEW ESTATES - LOT 3 - NEW SINGLE FAMILY RESIDENCEFosterview Estates —Lot 3 4202 S 137 Place D2000 -174 City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 SignatUr•e. DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 261200- 0030 Permit No : Address: 4202 S 137 ST Status: Suite No: Issued: Location: Expires: Category: NSFR Type: DEVPERM Zoning: Const Type: VN Occupancy: Gas. /Elec.: GAS UBC: Units: 001 Fire Protection: Setbacks: North: .0 South: .0 East: .0 West: Water: 125 Sewer: VALVUE Wetlands: Slopes: Streams: Contractor License No: DUJARD*204L0 Permit Center Authorized Signature: Print Name:_ Alva Date :-1, IJ.Yy (206) 431 -3670 D2000 -174 ISSUED 07/28-2000 01/24/2001 DWELLING 1997 0 OCCUPANT FOSTERVIEW ESTATES - LOT 3 Phone: 4202 S 137 ST, TUKWILA, WA 98188 OWNER DUJARDIN DEVELOPMENT CO Phone: 425- 334 -5018 PO BOX 5308, EVERETT WA 98206 CONTACT JOHN KAPPLER Phone: 425- 641 -5320 14311 SE 16 ST, BELLEVUE WA 98007 CONTRACTOR DUJARDIN DEVELOPMENT CO Phone: 425- 324 -5018 PO BOX 1059, SNOHOMISH, WA 98291 : A** k**:kk: A*** * ****•k'k A **• k*•k•k *4 **•k* *k*:k•.A* * ***k ****** **k **kk rkk Permit Description: CONSTRUCTION OF A NEW 2,119 Sid FT SINGLE FAMILY RE'SIDENCE,, 422 '50 FT ATTACHED GARAGE AND 109 SiO FT COVERED DECK AREA. (BASE PLAN #02000 -058) . PUBLIC WORKS ACTIVITIES INCLUDE :ACCES'S, LAND ALTERING AND STORM DRAINAGE INCLUDING DRIVEWAY TRENCH `DRAIN. PROJECT ON VALVUE SEWER AND WATER .DISTRICT #125 WATER. k A• k' k• k• k:k• k: 4• k: kk• k• k- kk****•k•k•k•k****•k******* *'k: ** k• k• k• kk****: kk**** kkk •k:kk•k** **kktt••k•k****k•kk: **:4k Construction Valuation: $ 191,907.74 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: JJS Curb Cut /Acres_. /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: 35 Fill: 37 Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: N Public: N • k• k k***: A• k******** k************ A* k**** A* kk*******k* k* k** k**• k ***A*k*k *:k** **k•kk TOTAL DEVELOPMENT PERMIT FEES: S 1,623.95 k: k k: A kkk: A***: A***• k: 4** k* kk*******k k** k* k* k: A* kk******* kkkk* kkA *• *AA*A**A*•A** ** *AA**AAA*AA DateEl_ I hereby certify' that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting; of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the per;cr�iance of work. i am authorised to _.i��ri - for and obtain this developmentf�erm This permit. sha i l b-c Ue riu th Y: r' C ilex C'i w i r:h t 11.'•0 days from the date of -sua` .'e r ii r} } : y < -�r'4 r � :- ,r?t ? or barido for a pe r i :.d o f 130 d a y s r JV . 90 (n 0 CO w = (/) LL w0 co IL.4( w z ` w ~' U O 0 D- o 1— w w ! 0 iii z U = O z /-\ citY OF TUKWILA • Address: 4202 S 137 ST Permit No: D2000-174 Suite: Tenant: Status: ISSUED Type: DEVPERM Applied: 06/01/2000 Parcel It 261200-0030 Issued: 07/28/2000 *A11:*4.4.***k*******k***".1.**4 Permit Conditions: 1. FOUNDATION CRIPPLE WALLS SHALL BE 3X41?16"0/C OR 2X6(416"0 /C. FRAMING SHALL BE IN ACCORDANCE WITH UBC 2320.11.5 AND SHALL RE BRACED IN ACCORDANCE WilM UBC TABLE 23-IV-C-2. 2. No changes will be made to the plans unless approved by the Engineer and the TUkwila Building Division. 3. Engineered truss drawings and calculations shall be on site ,and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State PrOfessional Engineer. 4'. 'Any exposed insuldtions backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identi- fication showing the fire performance rating thereof. . 5. All construction to be done in conformance with approved p 1 ans and requirements of the ,Uniform Building Code (1997 Edition) as .amended,, Uniform, Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 6. P1616ing permits shall be obtained. through the Seattle-King County Department of Public Health. Plumbing will be inspected, by that agency, including all gas piping (296-4722)'. ,Notify the CitY of Tukwila Building Division prior to ,pacing an'y concrete. This procedure is in addition to any , requirements for special inspection. B. All wood to remain in placed concrete shall be treated wood". 9. Validity of permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be vali,d. 10. Electrical permits shall be obtained through the Washington State Division of Labor and industries and all electrical work will be inspected by that agency (248-6630). it There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 12. All mechanical work shall be under separate permit issued by the City of Tukwila. 13. All permits, inspection records, and approved plans shall be available at the job site prior to the start of any con- struction. These documents are to be maintained and avail- able until final inspection approval is granted. 14. Subgrade preparation including drainage, excavation, compaction, and fill requirement shall conform strictly with recommendations given in the soils report. PUBLIC WORKS 0,-tAAkkA 15, AAX/41.4. z LU 0 co tu w 0 g -7/ u- (0 3 111 1- 0 Z F- LU W DO 0 - 0 I- W u j . LU I o 1- z 16. Contractor s h a l l notify P u b l i c Works Utility Inspector at 245 --433- 0179 of commencement, and completion of work at APPLICANT ':HALL. OBTAIN A WATER CONNECTION/WATER METER PERMIT FROM WATER DISTRICT 4125 @(206)242 -9547 AND SANITARY SEWER CONNECTION PERMIT FROM VALVUE SEWER DISTRICT . @(2O6)2 42- 3236. CONTRACTOR SHALL FOLLOW ALL THE RECOMMENDATIONS OF MAY 22, 2000 FOSTERVIEW ESTATES SUMMARY REPORT, GEOTECHNICAL ISSUES, 2000 FOSTERVIEW ESTATES SUMMARY REPORT, GEOTECHNICAL ISSUES, COMPILED BY TERRA & ASSOC. DECEMBER 16, 1998 AND ALL THE CONDITIONS OF FOSTERVIEW ESTATES PLAT L99- 0018, SEE SHEET 4 OF 4 WHICH IS ATTACHED AND MADE PART OF THIS PERMIT. ALL STORM DRAINAGE PIPES SHALL BE BE ASTM -G? 3034 SANITARY SEWER PIPE WITH .GA'.iI•'.;ETED. JOINTS OR ADS N-12 PIPE.. THE GEOTECHNICAL ENGINEER SHALL PROVIDE A.CERTIFICATION THAT THE WOR) HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH GEOTECHNICAL R ECOMMENDATION'::, Temporary erosion control measures shall be implemented as the first order: of business to `' prevent sedimentation off- site or into existing storm drainage facilities . 17. The site shall have permanent erosion control measures }place as soon as possible after final grading has been completed and prior to the Final Inspection. 18. FROM OCTOBER 1 THROUGH APRIL 30, COVER ANY SLOPES AND STOCKPILES THAT ARE 3H:1V OR STEEPER AND HAVE A VERTICAL RISE OF 10 FEET, OR MORE. AND WILL BE UWWORiED FOR GREATER THAN 12 HOURS, DURING THIS TIME PERIOD, . COVER OR MULCH OTHER DISTURBED AREAS, IF THEY WILL BE UNWORI'EC► MORE THAN DAY' COVERED `MATERIAL MUST BE STOCKPILED ON. SITE AT THE BEGINNING OF THIS PERIOD. INSPECT AND. MAINTAIN THIS STABILIZATION WEEKLY AND IMMEDIATELY BEFORE, DURING AND IMMEDIATELY FOLLOWING STORMS. FROM 1 THROUGH SEPTEMBER 30, INSPECT AND MAINTAIN TEMPORARY EROSION PREVENTION AND SEDIMENT AT LEAST MONTHLY. ALL DISTURBED AREAS OF THE SITE SHALL BE PERMANENTLY STABILIZED PRIOR TO FINAL. CONSTRUCTION APPROVAL. Work affecting traffic flows shall be closely coordinated with the City's Utilities Inspector. Traffic control plans . shall be submitted to the Inspector for prior approval. 20 Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15%. Turning radii shall be a minimum of five feet. 21. The driveway shall be designed and sloped so that drainage from the driveway does not flow onto the existing road surface. 19. 0 0 U 0 co w w u_ a An I- w z � Z0 LLI U ; 0 N O I- II W `, I ui z 0 z Project ame/Tenant: as k, Vie. J sfa Lot o2 Type of work: II New Single - Family Residence El Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence El Residential Accessory Structure' El Remodel /Addition to Accessory Structure ❑ Garage(s) El Deck(s) - Covered & Uncovered ❑ Residential Reroof Value of Construction: Site Address: ` 4aba C 137 ti City State /Zip: Tax Parcel Number: X49 /4nr) - 0030 Property Owner: , AU ' - 422 sq. ft. Garage /Carport 4) sq. ft. Accessory Structure(s) 4 sq. ft. Uncovered Deck P one: 33 •501ff Street Ad it - ss: City State /Zip: •O Pa( 53o% EVe ieh (.�)» QezoL Fax #: 41 .As 33L -- / . Contracto �� _ 1 ^- _ L V I t'V �Li tied Phon u Nom) Street Addre C�.InINt� City State /Zip: Fax #: a .- IboJ Architect: VJE Arc he Phone: s-19 41 s,3 za Street Address: City State /Zip: 14Nu SE (6 51- &fictive _ u q oii1007 Fax #: y S = Z(9 4 I - Engineer: ci '�I c .. Te 1 z r ° C- • l Phone: yas- 77/ - G 2_,J2- r Street Address: _ / BS, 7(.2 �e. 1.4) 601 k i 'dirt olel City /Zip: / �1 t ci 111002/, Fax #: 4 775' n 23( Contact Person: le, � , - 7C L 4_ .L5 Phone: n Street Address. City State /Zip: Fax #: ‘, Description of work to be done: 'Ott NW) S Fi. rarn base. Plan oc7e_o Type of work: II New Single - Family Residence El Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence El Residential Accessory Structure' El Remodel /Addition to Accessory Structure ❑ Garage(s) El Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: ® 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 Proposed New Square Footage: 21 \°I sq. ft. Dwelling 1 eYrt sq. ft. Covered Deck(s) 422 sq. ft. Garage /Carport 4) sq. ft. Accessory Structure(s) 4 sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) '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. CITY OF TU - 'WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Single - Family Residential Permit Application Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. ❑ Channelization /Striping ❑ Flood Control Zone ❑ Moving an Oversized Load: ❑ Sanitary Side Sewer #• ❑ Storm Drainage ❑ Water Meter /Permanent # ❑ Water Meter Temp # El Miscellaneous Date application accepted: SFPERMIT.DOC 2/13/97 PLICANT,REQUESTFOR PUBLIC WORKS SITE/CIVt ,Public P LA R N E VIEW TH LOVI(I OF E, FOLNG g `.' .. ,; `(A`ddltlonehreviews' shall. be' determined. by ,.WorksSDepartment),st :� n'„ '` ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: El Hauling ❑ Land Altering: 0 Cut cubic yds. Start Time: ❑ Street Use R STAFF USE ONLY 'Project Number: :Permit Number: End Time ❑ Sewer Main Extension 0 Private 0 Public ❑ Water Main Extension 0 Private 0 Public Date application expires: Size(s): 0 Fill cubic yds. Size(s): Size(s): Est. quantity: gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Application taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM • 'BUILDING OWNER OR AUTHORIZED AGENT: Signature: L� _ " _ - C � C,, Date: 5,1 0.0 Print name: [ 3 ° � 2 " . LO L V„ Phone: Fax #: Address: j 1 f_ t _ _ I,, �`t'fr1'JV-� t'�C�� City /State /Zip: ALL SINGLE- FAMILY RESIDENT L PERMIT APPLICATIONS MUST B. 1 BMITTED WITH THE FOLLOWING: DRAWINGS PREPARED B\ , REGISTERED ARCHITECT OR PRG,I- ESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN Y BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ Cl 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, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). Foundation plan and details Floor plan Roof plan Building elevations (all views) Building height Building cross - section Structural framing plans and details necessary to completely describe construction z w o: JO 00 CO I- 2 w �? = w H = z � I— O Z uj 0 u) 0 I— W u ❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available iii N at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. P o I— ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, z 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 ". 'B /Authorize"d Agent. If the applicant, is other than the owner, registered architect/ engineer, "or:contractor licensed ! by the State of Washington, a notarized letter from the property owner authorizing the agent to submit -this permit application and ;obtain ;the permit will be required as part of this submittal. • I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. IT.DOC 2/13/97 �, % .,. °.11 �, �. t,y..n..�r��1 „sfy -; is ((.3.. A +o, ry'y,v ,YA P r+ �•'"► plc, -.V. td : , y �: 3Y {lK�xa� ►� 7.D� ♦.1 , ✓A ".1 .y �''tP �'` {' ti 1' .:r_y�,1�. �2 -;i !,. Ak•..***1tir k**Akk:k'•,tk:'tA -:t * AA'- Arot' h• 4. l: td•4AAkk• t: t• 4k1k{:h•.t$;'r•kA**ht- FAk*k:t AA Irv' of ['IUi <W1:LA. WA ' lhA!c**kk'.t A**4.k. *!Akkk:hA ,'r hkA4c*•1•t-1 RA[`?rM1:1' i� Loll La..r;; .P9800333 Amount 1.t23,95 0'7128;00 09 :2i v►nc.3n!; Method: CIIECg Potation: Gi!:1 1)EVELOP In i t. •i_It Pei -mit Wo. D2000-174 Type: DEVPI Ri'1 i)EVEi.OPt11:'I:1 PL:RMI Par'c e l NO3 2b12000-00J0 qite Add►'esu. 4202 5 13:7 51 . 1•ot Foes: 2 u021. 5 1 .623 x Tuta 1 AL 1. Prtrts.31, 2 Hal ance. .00. fi•*4AaAk *AA.71 *%c .A —AAA. :1d *!. * * *•A-iki i e* A *• F***• S* ,%: 1 * #kA4PAA• }4 *1•fi�A•r,•>kkk•/,. OCC U►1'i; Cod*, I)n1 L►`i1)t ion 000/322.1 ,..., 0 I31.11:Ld:Ii'!G REV 000/345.13'30 PLAN CHECK ••• UTILITY 000 /38G.904 $fA1E III.11:L L'1 lt•3 VURC'idARGE: )000/342.400 INSP I EL UTILITY ...;41.2;,'42,.400 I.MVP. l t•:.E -• STORM G'Al►`, 000/322.100 LAiri) ALTERING PERM: [ 1'E[: -000/345.830 LAND AL.'1 EP 1MG PLAN C ECN( 6350 07/31. 9710 Tt L 48.5 1' I; A ic! zi I i L T AMOtit•i 20.1'0 4.50 . 1.5.00 1`; .1)0 ;;700 23.50 "D-4.1.4.4 d'Ox;Ni4db+'',tdNlb;i�1►:r�si, . ,t.'t,.,'4 �+;ici k0***14:144**14.4r4***4i* *Ak.44*A.A.kk.AkA4*A*.,%.*****Ak*4.1k144.A4c******!!1* •.• • • . C FTY • OF -• I pKWILA .: wo• , cop --I 7 TRANSMIT * .. -,.. , . . • • . . , . , .:,..,110N9m11,t4(toti.er 400.00 .06/01/00 , 11:111 = 2Msth.Oda CHECIt Nqtation; OBJARDIN DE Ii' VCLOP Iit; TLC) . „ ..• ... • • .• • Periftit NO 02000174...T9pfi: DCVPERM DEVELOPNENT PEPNIT „ 261200 -0020 . . .)..ite •Aduress; 4202 S•13, 11T ..,.... ,..: ..-. . -• . . .. ,..••• ..„: „ _ . ' , . . . ' Total Fees; : 1.913..45 iNAS—faAmeiTit • •• '- 400,00 Tc.tal ALL Pmts: 400.00 Balance; 1.510.45. *A- *** 1441 A 4 * , AkA**AA***.***.**AA*A*A*****1141.k.,4**1‘44. . . Destription • mount . • . • . . . . 0()0•/345 830- . PLAN . CHECK. .-:' ES - • • . • ,..,, : • . . IL 9 LLt w ui g 7:1` u- < 0 3 —(3 uJ gL UJ 2 D, C.) o w w MO 1 = . z c.) 0 Z INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Project: Fir7S7 vv Lb 1 Address: 4 / 4 62_ S 137 . 57 Special instructions: Approved per applicable codes. COMMENTS: Receipt No: 1 INSPECTION RECORD Retain a copy with permit Date: P ?AZ 'Type of;lnspect'.n: 7r_ PN4/ • Date called: /zZ / vl D e ante / ' v I Requester: Phone: _ Lj 25 33 C UPOq Corrections required prior to approval. Date: Cue 8 — 23— a/ $47.' REINSPECTION EE REQUIRED. Prior to ' spection, fee must be paid 6300 Southcenter Blvd., uite 100. Call to sc dule reinspection. ?.a:�:.:a.i ...,r S... y.. rL>r:'.a4'+r:CrLa..w�4;;�'?'t crs;waS 4 i. Y� �t �6i: ti.' N .�:C:1..t.1�,:vs�i:S,.u.s'.L+�a :w �,..4••,..� i. � m� !... t.i.,..s.::.5..n.,....u/a«;j..� , Af.ak.Q, ;c, k,A1 Qpi4 i+tu1.lr. ago >�... ` t06z'N , M Saa`tii it'&J �A.t?i yn' + 441,4A+1S wY.luk;!.�r.:s i;:; rfS/ COMMENTS: . )G A (Z.13 icc,4 ' s..,dos t?..... `, t tiJ v * ' \ d\tZ"ag k \ co 0 1 -,.. CI, C o6p r s - �j (.0 i'/ fiP.r'ZA. gam ) Al S Q ri....3 $ 7 e b ' . C s -7A k !i quester: “iii....siecco C7C34-4.44 461) Pipc,) 3 3 0 — C,',o 4} T V ` i ' j � t � / 0m t 4 - 4 t"' P�VL- j 7 �' ` 4S' t v `i `i -k k s I R. e p ev -) , l 4 2 / !.�riEc0 C 5 ? ftio,k. �.t.. I -0 13 it Pr 'ect: Type of Inspection: r s - 1.37 Date called: r Special instructions: Date wanted• `] h ; , m. !i quester: “iii....siecco C7C34-4.44 461) Pipc,) 3 3 0 — C,',o 4} INSPECTION RECORD Retain a copy with perm; INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. or: .00 REINSPECTIO at • 300 Southcenter BI FEE REQUIRED. Prior d., Suite 100. Call to el'pt No: Date: r — Z ^01 o inspection, fee must be paid hedule reinspection. Date: L �i'!. �r.X ,�•�{yn+�. ��Ltng� + ^, •H , ji:;, s w. yti ��f�Rr r.' r"." ra ,uar. ~aces Project: Fosfervie�n/ Type of Inspection: PW I ina1 Address: 1 4 20 S 13741,St Date calICd: ~ 2 5 - 0 1 Special instructions: Lot 3 Date wanted: v _21,,41 , Requester:', Scott T Phone: / 12 5-3i q'" w17 Approved per applicable codes. INSPECTION RECOR Retain a copy with perm; INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 D2000-)74 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: .p /uP /C 1 F yAre, . 0-(0161 `FiM Inspector: Date: (o y6 $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: • Cx'Z i s tvi :i;�•ti'�, "de r ' kh,'s.Z t. a .1/4.1.4151.4 :a.... � ::i. ,:.:i .a.�` % ..t:. t T e O. 'iglu irt,k4wrt,S 4 • Dak lintnt, ta�..,al "'d51i ' fr.,.jv •.a;:'( §;Ft : ' w }0r ti Q H Ui Z Z° uj U0 '0 H w w ` =V t- W U N 0 Z COMMENTS: l b • , .�;� Addr s _> Date called. / ? Si?I &- O P, Lr4,...4-,......-e 1k - r J...r._ L 1--- __ id_e_ C-..•i;H, -C 5 .) P / 1., c., (4 / n 0€2.4& S tl Y J L [l / C /2-, l iI S 4 4 l !/7 /'7 / ( ) d • ri! // ✓ 1 i . /,40. J Pro' ct: SS ,J/ ' Type of Inspe 'tio : Addr s _> Date called. / ? �' Special instructions: '? 1 3 . Jv./ Date wante : V° a.m. Requester: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 c•, Inspector: ( $47.00 REINSPECTION at 6300 Southcenter BI ,r».:�....c�;Ka�4:.�xa•�C'.', u�' L3wlisa�t ixs' w�t�M `+ INSPECTION RECOR Retain a copy with perm, DDS - .J7 Approved per applicable codes. J Corrections required prior to approval. e://c ` - 2.6' 67 / i E REQUIRED. Prior to inspection, fee must be paid Suite 100. Call to schedule reinspection. Receipt No: Date: .PERMIT NO. (206)431 -367 00; to o' to W CO g Q C o � W ` Z o. Vi W 2 V ' O W ; 1 O Z Address: Special instructions: Tyke if Inspection: 't^ivjn:_ 1 Date cal ed: Date wanted: L> Requester: Phone: Approved per applicable codes. 0 Corrections required prior to approval. "". 11 " 011 .1111111 _ Inspector: J r~� G-'1 � ��" I Date• dg;‘,444,4i INSPECTION RECORL. Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Project: PERMIT NO. ( -367 ,-e,- 2 - e $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reins.ection. ipt No: Nita "1 • t ..:•a .�8..,�Js:u: bcu l...ai W'�'1+.V :lh�ir�`.ti^!t Yf�.i4i eEL1 v SJ,:wiria `. '104, l' tr 2 ; 7 0 0 : N 0 co W ui } LL Q N d w Z F- zi- D 0 0 I- w w! V ` LL 0 O '. F. O ~ Z Project: eV OS . V�ww 3 Type of Inspect . Z.v.svlce+• 0 Address: 1- 1.109 - -- S } 7 ,`1 S'F Date called: 2-.2:7- � ' Special instructions: Date wanted. U r 3 "• Requester: lO Gr∎ r Phone: r Approved per applicable codes. I Receipt No: INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -36 Corrections required prior to approval. COMMENTS: i l.Su icA tUv� '- oG>�pra -ri V V o r s ulck4 ko,„ - C-1 C) 14-qP 6>L.3 rn0(4- El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: ,_ . W. 0 to G 5 - 6 .1 =! W 0 g Q rn d ' H T( z 2 uj O N OH Cu Z P = '. 0 I— z P: ;61( V'J of In ecflon: �/- '5 Typ 1i te �o� Na �� n5 . i d ress '2 5 [�1 r S—T D called: zl / a J Spgo �nstruc ns: Date wanted i / /a.m. Requester: Phone: iZ5 3_ 70� INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 fl Approved per applicable codes. INSPECTION RECORi Retain a copy with permit ! 74 1).9000-1 7 o $.I PERMIT NO. (206)431 -3 Corrections required prior to approval. COMMENTS: ( o r f 4 -i p ti h `t1 r'l� 1M l'7 ( e. 4'e c\ D V` the v-\- to u 1x,10 se, L1 V 1 are &(. O t- k tA s.e IC `� n 1 1) r° t... t - 1' Inspector: Date: 2 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ,l`�1Y'ca.eC ::' ;; it £...1 \ 6�:. v. h:. kLAU!. yiir;, tijs? 4 :NdH'L$eiisktv`+5.��.w.fdrti3: vct a..- *r+w'iu,lt.xL�a 1;�'r.ulsca a/ ,;;:,;3i�is, Project: ,--- S /try u.A -t) of Ifispection: 01 Ir (ck,fi c/Y1 Address: 5 J '� L IZ 02 r 3') Date called: c2M1/o 1 Special instructions: 33 . Date anted: a p sio/ p.m. Requester: Phone: l/ Lids- 33D f)oy INSPECTION NO. 1 1• INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 PE MIT NO. (206)431 -36 Approved per applicable codes. OS required prior to approval. COMMENTS: c�5o Gt'i t ov\ 1 Cj G' ✓'4? -e 'Pc S of) p >r- tt d. e- r -�- oo r 011 O v P o Louse \ c uti Ciara1- Inspector:�Q ( � Date: ; J — 0 ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: We.kie.reamatIlu sm .'. c+: 8`+`.$ 4;' S3XS6�a'. t�i` �3iZM�"_'.i �` i' hY'' tu�' �t91s'? zzlit4r..iSi"Chi•C:ti:U;a; - "S ,vtwn - 3.:+L';...,.:n.. '' � ++�::C.$ fiCA."x- • ;3ti':- 'FYti#Jaa td a :t5 :i:N itasfi krgim iinri4 Y rii °.,. 4ni .H Y b+i6A ! ti`t f, }i;,' re ILI QQ �� CO V) W W = J - SQ U. W O g -J lu x ° . tu • (;) O N C1 1— W W I— V LL 0 :. Ill Z • - 0 ' Project: i � Ot v t/I.QGt Type of s ect'on: l YP ✓' WI tve/ / CtGZ Address: l _ 1 ,-)-C1d -S I " S7 4l S+ Date called: Q., -H-- D ( Special instructions: Date wanted: C; a.m p.m. Requester: r oil' r\ Phone: r INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -36 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Fv M I hr4 rr) irn 1 L -P A✓t7lleX a Zl ,^� a � rd1/ C � l t ° l n r LUal l k— C.c r v n ,/ t"Gt C 10 1 I onr4 - -Anoint) O Inspector. <"� " 1.14 Date: Z- / � �- ) $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt'No: Date: x) velfZitaI!tZteszetd fi 'Jl�i ii r tea-. _ ..1. a ', 4.12.'2 eikasta xit-irelna Vt�ri.CA'tihiasiyii'w5ft 6�+d!'iaxi 4 '3.A v r : »t'6'� Z 0 0 N CO w W O gQ N = I- uJ I--O Z ~ 0 0 ` 0 — 0 H W W . . Z `: O Z • Approved per applicable codes. INgPEGfION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 PERMIT NO. • (206)431 -3 Project: rvX Addres Special instru t4 ipr3,s: . i 37 5"h (,U it 3 Type of nspec ion: e - i Date called: Date wanted: /oZ U p.m. Re • ester: an Phone ZS- 3'I-- 10 7 :4 t .. 1 Corrections required prior to approval. EOM • L . v a s immi Date: 1? _ 0 Inspector: 1 E] $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reins • ection. Pro'ect: � E e � v (�vJ �. Tye f Inspect; of 1 CA • na pull n � SM r s� 1 �� s �_ Date called � 1 Special instructions: - 3 •Date wanted: 2... f a• �m f Requester: k I I I S. 1 av4 Phone: 25:-3 °- %o COMMENTS: '' A ) oi -- g , _ to6, A \ I,� C VG tNt S Ge t \ ) 11 T 2 1MISS r 1 r L Vio 'c CohNFr r id 4rl hous-e -) -P 3.) T ^^ Pc 1 L sv.( % rnyvneLA tOv ( cc rtc rf ° .) InG Ira t, -e.: S T g- ) 1 -3 �t ret 4 0 0 -C C 0` n cO 1M1SS .f I WG1.1 � (. ' W + t'\ 4 t..1, \la -ev\i- LD\4( s.) 41h -Q IUb ( o'IOck 010A.)Q._ .S \ear (.vc.t4 A 35 'A k I I I S. 1 av4 4 e sheer sc eduk (0.') I --NW Rear wall yyt11 , a41 et . ■ Iry CM S�1 al 4 ^I- A ;5 S t I C— fly r c11�� v. cc.1,, (( ) U�'e 1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 0 $47.00 REINSPECTION FEE REQUIREp. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206) -367 orrections required prior to approval. Date: _ 0 I v4otosiv raldk. . IU 0 2 w LL , w I I O , Ili la U O — w uj o U z Project: ,�Tpry t r L�t1 LOA 3 Typ o f e 1 n S hood-tin ) S I Address .C) a S 1 3� st Date called: 117ao Special instructions: Date wanted: (1 -8-00 . .. Requester: Cc)by Phone: —t,,0 - 31 522 INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 PERMIT NO. (206)431 - 3670. Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Rorpc ■ )e-Ur (Alt. 'SS Q rcpri A sT (0 Z3 [n Iup5 GI pprotsed Inspector, Q p Date: f 8 - O 0 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: ..v..5�:irklL..14 �.V..al.•r •.Yti:iL 5j'.vY ;siSitti«;utt�dd�R , }44$44,Sv .::'&; AbAfA k+V�:_. a.l" 1mNs�A f;lvx^7.vid."rA4 +riI�Y.4�v x'.7in>f'� Xc 1,Y1!Hk ��.j.GwJs�� :ia;i" :44'T;k ;a ✓.L�i?.N'A W. u�:" tu re 2 0 0,' N 0 '. to W • LL W 0 u_ ' , 0 . W Z F! o - w W LL — 0 l a i Z ' 0 — Z P.taject: 1 \erVeL -La i 3 Type of Inspection: 0rf ul. ?eee/5hhur /.valI qA A S / 3 7 ' 5f Date called: i1 — call_ 00 Special instructions: p _ - -91rtr I/ !�'� -�r� -- lea -l-1 Date wanted: m. J / - R-00 p.m: a uester: cbb�, P one: Sion — 31 q-- - Z aq E Approved per applicable codes. INSPECTION RECOR Retain a copy with permit INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: SkeAr Wc.U rtfrAtAI 5,(UGC.P. c Po it&t J +u rww) .Spare e L t 5 tra tw -« 1 \Q I t', s1 c1 [ 1 Nod PERMIT NO. (206)431 -3670 Corrections required prior to approval. Inspector:; "R 044 1 ,1 Date: I 1-8 ` „` 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: `e a o..114 x. >' l.c t 3 ; • . .Ia i.i ?;::t .,tryw..�tt;:a:»I.3:raYmu•[ ,t■ ` 44441:49.,`t5.a'tiiyki;iifrc eb1��k1Yd�+8e "etiid:'rek rfik P�.N:ai .tcciVUZJ+X�.,Yfkr,`. -� Z 1 . C.) o '. CO 0 N I.. w 0 ; 2 g u_ 52 a w ' E 0 2 j Ir- w w L I 0 Ii z U - 0 Z Project: Lu i 1 Type of Inspection: C. c_rCAfe ie.. rib Address: ,., q)U .' - 3 - 1 e .... - J+ - Date called: Special instructions: DAttwantedj_ 1 L.) — 12- 0 0 a.m. ,15 Requester: ...1 cL S Dr) INSPECTION RECORD Retain a copy with permit INSPECTION N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 D2oOo- PERMIT NO. 7 (206)431-36 COMMENTS: Approved per applicable codes. n Corrections required prior to approval. or Date: tc) n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: )1 44,1k4h6144:4 6 Project: Ft r. 4( l' Vit'L., \■ ' L (.. 4. 3 Type of Inspection: r (N 4-e. v. R r r ( rItx e+c. Address: , 1— )202.. ,S /.3/ --St Date called: Special instructions: Date wanted: Requester: Phooe;_ . . - INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. I t ; .. 1 t 1 .. ,; ',, • 'i .-- ily 171 ,' l .1 ;J rtit 11 I i' \ \ t1 INSPECTION RECOR Retain a copy, with permit ' • .e04-±,14 PERMIT NO. (206)431-3670 Eli Corrections required prior to apprcivaL. .•. .• COMMENTS: Pc Ve ri Co.) d 3..yif)r; r 1Z COvy),00( A toy. 4-e ,MaVAVNe Yr1:)14 4 • Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid t 63019.Soutbcentes Blvd., Suite 100. Call to schedule reinspection. D .) (' ate: 1A1 ( • • tu (.) c.) 0 (0 0 uj 0 u. < (0 3 w z UJ uj 0 ==, a 1— 11.1 ui — 0 Z o /- z r INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 Project: .ev'Vi-e60 Lo 3 Address: Special instructions: Tye of Inspection: , IvN4 afi Date called:/ Date wante a.m. 9 - 1 9- oa Requester: S c o il Phone: 1 t 2 � S 2 -1 , 68.5 Approved per applicable codes. COMMENTS: Corrections required prior to approval. Inspector: I - O ] - f ) f' Date: nn El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: r?xraat;m ` w, Aa ` ri�i� n' :':: y a.6 , ve.. •" _cYrt � ni.. f=s4P;A: ri` t�•.e�3 .`y / +'k:<<8rel�aai%i7:W �'"d..�:i'.. viS' SNxR .`FJ.iscF.:FzN#%t:k;69»+ ±t�4,i 1.1*Al ;.yti`±'A�,:dik; age 7tro' d l :e,'�a t�;a.;'�4r.ac .ivak'17v, ° �u ilv: !•.S_ . ii; S ` U) u. wW w 0 J (_ D.. z !. O uj O N 0 t— II u J V u. 111 z' 0 1". z Pr ' t i /e vs o f ln;pec n n v i a a , .. A r es � � � 5• /3 Si Date ca lled: q/ fno Special,!'nstructisro 0 5, 7� Date wanted: CO 39. / 00 a.m Requester: t Phone: ,405,3 e,,718/ y Approved per applicable codes. INSPECTION RECORD' Retain a copy with pe it INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300•Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. •k (206)431 -3670 Corrections required prior to approval. COMMENTS: e -LAJUP Tom- 44 4gaci /7 7- S /297/» DJJ ��- .+ `ape iv Cope A.s 'Ciro 71- /.cf 19 £. 74 //-S ./G c- "kr. /S tii, Ins • 7/ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt Nct; Date: rt 00 tn W w . J N LL; W 0 : Q 2 LLQ _ v , W Z 0 al Id 0 co w e) II I— = - W 0 . Z O Z COMMENTS: BAST ?eJEST FA/DN, c44a5 EXca • w iieZee L /M /7 .VEr4'G. * / (4-(-8) 667 - 4p/na14L oF Ac /77c7; /).2. LfYA Z 45 /5, '4 ,c347 D (a t wanted: a.m. �,O,. 1.-1 -- e4d4.7 Phone: ;TL. Lr -- 3 SS . c mC.2 _/".) r7 Project: rosiervlet_J 17 \- Lo+ a, Type of Inspection: F— CA " ail or) 1, Address: b'T. c, _ H p �L S t ,,ct Date called: r o - I -- vim Special instructions: D (a t wanted: a.m. Requester: rTcty leM Phone: ;TL. Lr -- 3 SS . c mC.2 • 2. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 • • • l AV-4 f,Oiv PERMIT NO. (206)431 -36 El Approved per applicable codes. Corrections required prior to approval. Inspector: s Date Z2ryz 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: .L... :�, i..•..7 J. r vl r ll0ei3ld'wr.sb.[..,'inxN2..ws4r ■4 3'«' 411* d+P�rtl4 1w�an:xrx P-roject: 1 os- iervet..3 r sAcrtcs-Lt5I T e of Ins ection: Ic- -)Ldracc - hcn t+ n3S ddress: D t called: Special instructions: jxvc 1 PM *r i� ?css%bU. e ° L1r-4 h• a• CO-e. be.t -c-` ID` o - II Atk D to wanted: a.m. - –as – Oa p.m: Requester: CA 1 '3 Phone: C(C) –aSS— 9 $03 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 INSPECTION RECORD Retain a copy with permit • ..,. „ .... .:xi T'.', n.. PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: t �NeAlC�.M/ 4.40 r,..r1 11 Cel sNt e Date: 2s 0 $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Receipt No: Date: . u,....,: .¢u�. 4•4444 46 • sSEt :$- 44 le^ dt' iitr14i1. ∎1' atiu!'1 it,6 t ;a w U 0 N 0 om ; w 0 IU 3 Z I u j U O N ; H` W O ti z l uJ 0 I.. O Z Pro e , / tt2.4-1 ib6 r -a Type of Inspection: 5.L ` " V Address: Date called: r., Special instructions: L ! 22 ; Date wanted: c , a.m. p.m. Requester: seC / c � l Cd , } l/ Phone: Phon COMME»j ) ,., ?X2y) 044 "\ 9 ' r!' t ` " 14 ��,cc oft 14 cJy'I S!/4!t e '% t y y I !tom 7' / . . E I t 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.. El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, ee must be pal at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: I Date: �* y Y R �f. tf oaei s l' a�; 2 rgilie r`.°`��y�` `:.=@i5Ci & 1q s) 1 yy ]fffi�F � a4�Ysa xe rt at�t' t o l;aut,:t k v • . +t id—. N.'}1711C1iai.kidfdS "S z C4 w2 co Q ' to W W 0 2 J cn W Z F Q 1- W Ir- V I w Z '. _ '. o I-- z Project: ..... Type of Inspection: st) , via,- ess: 5 137 A Date called: ( ibie ° Special instructions:. ' 1- t 3 ■■ Date wanted: a.m. 1 t if p.m. Requester: r C 4 SCG# til" Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 63150 Southcenter Bh7d,4100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 COMMENTS: 116/00 fiv4 /VC. Ttiktetitoo --Vo e t cmut. 511/4.k. Inspector: gAl I Date: 17(9 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: '.., Aes...4m,qm Proje • 57�iG1/J� Type of Inspection: d !'' Address: Date called: joo Special instructions: t ot- Date wanted: // 't a.m. p.m. Requester: Phone. lac 75 1 14k3 r.',....., 'a. INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: Inspector: Date: 7 f / � 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: `�iF'f t'Y3Fl eSSlk.'� tAlitlae.Vrwl wt.n6t a', .iaJSht t =!" J FiiF3.�a,;,'kt:X ?lioHit:9LSoS 4? Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: + •,. `� ?y...� }iY .iV�..,y:adY r.( +.. 1�yrjrl'..I..F .w u. +Y•i .�5 + +.•,i r.1 ..... ;,53 ::apn ,; .;,�.i:r'. <. ., .. City of Thkwila Fire Department Project Name .. a t rz. Vi w 1-57 Address 4 /2 .2 V- 5 • 7 : i " Retain curie inspection schedule Needs ft inspection Y Approved without correction notice Approved with correction notice issued Authorized Signat re TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM w/A John W. Rants, Mayor Thomas P. Keefe, Are Chief Permit No. Oa FINALAPP.FRM T.F.D. Form F.P. 85 Suite # Dat Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575-4439 RETAINING WALL FOR FOSTERVIEW ESTATES TUKWILLA, WASHINGTON v7-0001711 Jamieson Consulting Job No. 20181 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 J J.AM IESON CONST 'ING Consult En & Project blanc '1901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (: ^ 5) 803.2581 • FAX (425) 803.3289 INPUT 35 . 0.267 4.67 50 0.67 0.67 0.67 0.67 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 w2 w3 x1 x2 x3 x4 /4,1(12 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 7'G Z5co Pl 4,0 ,rs ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # # • ft # - ft # - ft ft ft ft ft /lux 1,oK d=" r* 4e /l0'orc, C � Foorm6 spA#us goetz. A5 4 5 ( ) #4 al= /6 =, �.= 03107 di': /41 -L 4 =21 JCS. NAME / e 5 vi JOE NC. 2.0 r Sl a ^DJ Z OAT SHEET NO 1 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 design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing g t� N S S V I (?'6,O )# 47 - op .Il( t ll 11 Il /0 "or C. CE rE z (A/ WA- /(O "or � 41-17 5F/0D5 (3) #4 coJli CC i t 0 0 N0, vow: � LL , w g Q' u d I o z �. U 0 in ' H: w W ! 0 z JC 4901 KIRKLAND AVE STE B.1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803 -3289 INPUT 35 0.267 JAMIESON CONSC ING Consulting Engineering & Project Management 5.33 50 0.67 0.67 0.50 1.33 Z- let) ' NAME OUTPUT UNITS EFP # /ft3 Cf a w4 w toe heel H Lf fs fs2 Lf /3 X 2Lf /3 Fk FS Mot Mr Mu W w1 w2 w3 x1 x2 x3 x4 6.00 2.50 1,643 1,724 0.83 0.65 1.66 630 180 1.871 1,260 2,358 1,502 1,685 851 533 251 1.83 0.83 1.25 0.83 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft = Z5W7sl 40 K$/ Mu= 1.5 AM STEEL C{/2 5P,4/U FOX 5610/ A 0.4 fie �_ 23 'f = M ar- z10, zo, 5 / /, 7( / 0) = 2 JOB NAME rO " V t &W JOB NO. 20 «/ DATE TYPICAL CANTILEVERED RETAINING WALL 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 design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing 3'cGz BY Y� Z SHEET NO. OF z Ire.o (4.4-rop w 2, N c w; w O ': JP v w Z F—; UJ 0 N t . 0 w w` O iii Z ' co O~ z JC 4301 KIRKLAND AVE STE B•1 • KIRKLAND WA 98033 r 'r c) 803.2581 • FAX (425) 803.3289 INPUT 35 0.267 6 0.67 0.67 2.00 0.83 JAMIESON CONSULTING Consulting Engineering & Project Management NAME OUTPUT EFP Cf a w toe 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 UNITS # / ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft zcos rf '64-- 4o gsi M11 3r(O7 ' d ( 4 0,3/A) o , 116= I99' i I� 5/1V/Ally ," Th i( PA/ t)5 /--/-oz / zoN74 Location of resultant force Fos vtilsl TYPICAL CANTILEVERED RETAINING WALL w/ 50 psf vehicle surcharge JOB NAME JOB NO. DATE SHEET NO. 41 OF Zo lei 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 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 .• 2'0" BY ,3L lllf �l . I mo' L`1 4k4-6/0''orci .7'4c(61'o,c I /Z�ci! rA'Q 4J -s" ©,c, • (2) - roe " 8 /0" ce IL 1 2 U O; w ; w 0 g Q 0 . � ; o z n o O u) D H, = V - Z ti Z 1 JC , 01 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803-2581 • FAX (425) 803 -3289 INPUT - 35 0.267 7.33 0.67 0.67 1.33 2.00 JAMIESON CONSU...AING Consulting Engineering & Project Management JOE NAME 1 ./I `/ JOS NO, 20 let DATE 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 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 Xis 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 ��- ZECO Txl '6l KS/ = COt d (' 4 or 3 71e/ PAID r / - 4 &- /2''0, C, 4 zs' 6=s2' rcortThJ& 5P4 6'og'z , Z.= 22 b ' 4 4 2 ' ' or3 be 63) 4 C3) Wg k N / i'-4" SHEET NO. 4. OF 0 • • 8 BY . 7,J Z " 4 • - C • _ - < - II 4-/O'brC' 4 3 /2''o,c, 14:a.viz w• JV; v O; co o' 9 w O: u. -a `. w; w C3 0- Gh wa Z: y O z i je JAMIESON CONSL,.ZING Consulting Engineering & Project Management 4901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 �' ^S) 803-2581 • FAX (425) 803-3289 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 # - ft Mr 4,501 # - ft Mu 5,077 # - ft W 1,787 # w1 643 # w2 800 # w3 343 # x1 3.08 ft x2 2.41 ft x3 1,71 ft -J 2.5C ! - 75 = 40 KS 5, 07 " d4" = D, 57MJZ. tl �/ F /Nz SOP # -4s lZ no, C, 2, 62,5 CANTILEVERED RETAINING WALL W/ BASE SLAB JOE NAME F Qi1V JEW JOS NO. 2 4 / 9 / BY 'TAIL DAT= SHEET NO., 7 OF 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 S n W lr � • • • sips. 0 (Z�`¢ -rap er g , VO 0, cow` mu. w 0 g co d w z�! H 0 z F D I- w w . 0 ' w Z U Z JC 'INPUT 35 10 • 0.67 0.83 2.25 1.25 JAMIESON CONS' TING Consulting Engineering & P-oject Management .0 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3289 NAME OUTPUT EFP a w toe heel H 10.00 Lf 4.17 fs 1,811 fs2 1,932 Lf /3 1.39 X 1.04 2Lf /3 2.78 F 1,750 FS 1.539 Mot 5,833 Mr 8,979 Mu 9,917 W 3,019 w1 1500 w2 1001 w3 519 x1 3,54 x2 2.58 x3 2.08 UNITS # /ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft 2500 Psi 7 _ 4o or 144 b0 g6/ . 5 m = 9,9z/4/ a= 6,1 4 o.4/ 4-5 c- For) te n �,` 2 .4c /2'l6 g 2,65g/ 625' 3 .. i1+ 1kMT�. 7NP!C we. rpe4Nf. Y4' ��idC••`^' v +�'h�w.w.ve- v- •+rvnv.- .....• «.« JOB NAME '' 7 "� v JOB NO. ZO feI BY 1 DATE SHEET NO._42_ OF CANTILEVERED RETAINING WALL W/ BASE SLAB COMMENT Equivalent fluid pressure Height of earth above base slab 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 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 (z4rop [16`911 4.4/0r/ofc. Ili flZr'e,tt- � oSJ G r o 44 x220// catir / rr 2-3 l -3 U U 0 ! (0 CY cn 9 • LLi 2 u. N d H W : z III ILI p` 0 — 0 H = v — 0, Z 0 �` Z JC ,! 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 I_ 1 5) 803.2581 • FAX (425) 803 -3289 2 , 4=40 g_s/ . 4 _ f'.( -#S u= / ds" 4= 0,534 SS & "orc, fl /ND "N Fog llc0 At 354-K /" � 7 INPUT 35 12 0;83 0,83 3.17 1.25 JAMIESON CONSLLTING Consulting Engineering & Project Management NAME EFP a w toe heel Lf fs fs2 Lf /3 X 2Lf /3 F FS Mot Mr Mu W w1 w2 w3 x1 x2 x3 OUTPUT UNITS # / ft3 ft ft ft ft ft ft # / ft2 # / ft2 12.00 5.25 1,850 1,954 1.75 ft 1.35 ft 3.50 ft 2,520 # 1.527 10,080 # - ft 15,397 #- ft 17,136 # - ft 3,948 # 1800 # 1494 # 654 # 4.63 ft 3.59 ft 2.63 ft JOE NAME Fo ::7\ • V iiW JOB NO. 2.0 ter BY z DATE SHEET ND._7 OF CANTILEVERED RETAINING WALL W/ BASE SLAB COMMENT Equivalent fluid pressure Height of earth above base slab 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 factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (12 pcf) Weight of wall Weight of footing • • N • ( • I I i ' O : W uj N' 0 H T w` Z U ; z il on 0 1 • JC INPUT 35 12 0.83 0.83 3.33 1.83 JAMIESON CONSLJJING Consulting Engineering & Project Management ‘4 901 KIRKLAND AVE STE B.1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3289 CANTILEVERED RETAINING WALL W/ BASE SLAB and 50 psf vehicle surcharge NAME EFP a w t toe heel Lf fs fs2 Lf /3 X 2Lf /3 FS Mot Mr Mu w1 w2 w3 x1 x2 x3 2 Ps/ to i es/ 45/ Al 23, K G>' = get 4=O, 74,A/L/ 5c S "o,c yet) rog - 4 % ro,c u= 5.31 k/ OUTPUT UNITS # / ft3 ft ft ft ft ft 12.00 ft 5.99 ft 1,981 # / ft2 2,059 # / ft2 2.00 ft 1.61 ft 3.99 ft 3,120 # 1.584 13,680 # - ft 21,667 # - ft 23,256 # - ft 4,966 # 2727 # 1494 # 746 # 5.08 ft 3.75 ft 3.00 ft lo TL. ,=.V EW Location of resultant force JOB NAME JOB NO. DATE SHEET NO._. OF L7 COMMENT Equivalent fluid pressure Height of earth above base slab 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 Total horizontal force Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing 7t" Soil weight on heel (120 ocf) Weight of wall Weight of footing N7 Zd /8/ BY 1,J • vs- „, ciYon ed,e4a fT4(� /D Si GZ&o 5 11 0C , 41-x 3 / p rl lb or c, (7) 4cJT • dar l Nr5 JC 4 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803.3289 INPUT 35 0,267 JAMIESON CONSL Engineering & Project Management 7.33 50 0.67 0.67 0.67 2.50 TYPICAL CANTILEVERED RETAINING WALL NAME OUTPUT EFP 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 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 25a9 psi = 10 Ks 3, 9 K' 0,34 rmiz) I /"/ V 1 4e / /l4 .= /, 99 K' //7' 'UT .DtN& -:v77 ,; 0P4.7 /oiz. NET or P,s/i/ 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 (2) � � r� n Total weight on footing Ultimate moment for concrete desi Soil weight on heel (120 pcf) Weight of wall �! Weight of footing f N ® • 07/106,0 4-L e e- x3 @6'oc, � (5)44 coAtr: 8 w J w0 ga u . C1 ; uf ,O oI- w H H : • 0 O ' Z . JC .4 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803-2581 • FAX (425) 803 -3289 INPUT 35 0.267 JAMIESON CONSLiAING Consulting Engineering & Project Management 9.17 50 0.67 0.83 1.00 3.67 JOB NAME JOB NO. DATE TYPICAL CANTILEVERED RETAINING WALL NAME OUTPUT UNITS EFP # /ft3 Cf a w4 w toe heel H Lf fs fs2 Lf /3 X 2Lf /3 F 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 IZWF 4oKsi du= 765 A 0,474 e 5"orC, r AV d4 /ot'bcr /h i7' 1 6175' 4,1A7 st(DING F c riAJG PA-AA 1701E1Z, NET oPP ' 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 3 "CLR 0 mo • r „ BY SHEET NO, OF t� lP& (z� 4-4 V? 6I [(I 4# &lDto.Cr I Y ctlarz. .0 . 4u3r0 "VlD'DrCi ((p)k 4- cavr 3 (Nrs ) -�` Jc 4901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803-2581 • FAX (425) 803-3289 INPUT 35 0.267 11.17 62 0.83 0.83 1.50 4.67 JAMIESON CONSLa,CING Consulting Engineering & Project Management 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 w w1 w2 w3 x1 x2 x3 x4 OUTPUT UNITS COMMENT # / ft3 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 12.00 7.00 1,850 1,969 2.33 2.91 4.67 2,520 228 3.476 10,080 35,033 13,821 8,584 6260 1391 872 4.67 1.92 3.50 1.92 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft 2 5 c 0 F f 4 - 40 lsi (v0 v- i (445) Ala. 1318V' d=8 0,41be # 5 c 9 �o. c, (&6o) FfiliD 'II' F 7r 4✓ 9 "Or Cl 47sK/ //= M �a �,E.T 1 T /4 bP , �I( jZ(z, I. 4- OF PA v4. 3 CLIP -- # -ft # - ft # - ft ft ft ft ft JOB NAME JOB NO. DATE 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 ./ SHEET NO. OF BY ill =l1/ EDI d--' `T 4t IfOrCI 9 s 4 I i k ti c 'Fr S LG r 9 Ut CI • c1 x4 " @ g''o.c, Ce) 4 4- catiT / ry 10 It 4 - 8 (Nr5) Q: MC v 0O (n o: CO W N W O; g J; coa F— O Z UJ 2 j U 0 O N W — Cu v z' 'U 0 I I — 0 Z DOCUMENT TITLE(S) (or transactions contained therein) 4p i i 1 .... 2 ^ it t 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 iiutrals) DUJARDIN DEVELOPMENT COMPANY, DECLARANT • Additional names on page of document GRANTEE(S) (Last name first, then first name and initials) CHICAGO Int►ri:,dRANCE COMPANY has placed the document of record as a customer courtesy DUJARDIN DEVELOPMENT COMPANY end accepts no Iiabluty for th§ (IRMA or vatltllry 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 45230498M3),1 04A0518pu lA14 0601416d See Attached • Assessor Tax # not yet assigned • a, eti RETURN ADDRESS Brent Carson BUCK & GORDON 902 WATERFRONT PLACE 1011 WESTERN AVENUE SEATTLE, WA 98104 IIII � 1 q ' I 1 1 II I I;� II 11 i ul ill! f II III !! I' I! Ill l II II II 11 IIII I II 200203 14001964 III 1 III I PAGE .O1 rOF i , KING + CO COUNTY, �We Y \WPDUJARDI WOSTER2NDAMEND1MO.DOC I II II 11 11 1 1 1 1 II II 11 11 d v I II II III III III I III I w pl 1 1 1 11 1111 1W III 111 I III 1 111 Ij II 1 1 II I 'II 1 l II II 1 II I III I II Id III 11 WASHINGTON STATE RECORDER'S Cover Sheet (RCw 65 04) 1 yyy�L••+.•nu.* ^'erm art. A" M- ?MMSafFltt .IIMSl!7'iM',M1;tY0Il-'Rtiti✓f."t1 N ^Kmr., iii t.,,r!"ny.mtomi. ^v +.r."rNgp? ,wov, ,!mrfis`w wsr-rrt:•mer,o , nov ae+cnsrrnw,.?*Apw V1.#1 ∎Te,hrAmnunMn!R: z D 0 0 . co 0 to w u l N LL, LL Q N 2, z � H z t— Ili 0 O N ! 0 w w u_ O z U' O z CO lam w This Second Amendment to Declaration of Protective Covenants, Restrictions, g Easements and Agreements for Fosterview Estates, a Planned Residential Development (the Ott "Second Amendment") is made this 1 3 day of mt� , 2002 by Dujardin = v Development Company, a Washington corporation ( "Declarant ") CHICAGO TITLE INSURANCE COfrfPANY Z has pieced the document of z o record as a customer courtesy Z i — and accepts no liability for w w RECITALS AND DECLARATION the accuracy br validity of the ddc v � ' irffl�ht A Declarant is the developer of the real property and improvements thereon legally o - CA described in Exhibit A (the "Property"), commonly known as the Plat of Fosterview Estates The = ul Property is comprised of all the real property shown on maps recorded with the King County f- o under Recording No 20000505000735, Volume 194, Pages 062 -065 L Z - U co B Declarant previously recorded that certain Declaration of Protective Covenants, - o Restrictions, Easements and Agreements for Fosterview Estates, a Planned Residential z Development (the "Declaration ") under King County Recording No 20000505000736 The Declaration was previously amended by a First Amendment to the Declaration (the "First tl° Amendment ") recorded under King County Recording No 20000505000737 SECOND AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS, RESTRICTIONS, EASEMENTS AND RESERVATIONS �. FOR FOSTERVIEW ESTATES, A PLANNED RESIDENTIAL DEVELOPMENT N ° o w J 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 Y \W?DU1ARDWWOSTER2NDAMEN D 1MO.DOC 2 n Nnwo .W_�,m+rtl_reYyailmv nraM ei�r�mer nn ”, „„“ a:1r m•:w.^tmx ?11,10 N11'A cn c aNg and 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 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 drains in the Common Areas as shown on the Plat Map, and 514 The maintenance, repair and replacement of the retaining wall and its associated drainage improvements located along the north boundaries of Lots 1 and 2, and 5 15 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 in 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 16 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 \WP DUJARDII (OSTPR2NDAMFN D JMO DOC 3 t ..r .s uC4r.Vil.Wn.±m tvImuwrei.,.., 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 m 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 ,4i,5, d' 7 .-_ STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) On this day personally appeared before me Nvvo Aeules, to me known to be the ?Q65t0S tir of Dujardm 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 therem mentioned, and on oath stated that he was authorized to execute the said instrument GIVEN under my hand and official seal this 13 day of in Atect4 , 2002 Y 1 WPw WARDAFFO87ER2NDAMEN LUMG roc Q 0NATH o �ossio,y 4 NOT,4 , y` �,`(" 3' 15 .200 3 X0 2 WASN0 (Print Name) Notary Public in and for the State of Washington, residing at S rtti.E My commission expires 3 - 15 - -0'S ture) t� �, J i n �• 0111M RAtiet Srs r'1 4 CI IICAGO T11I.E INSURANCE COMPANY has placed the document of record as a customer courtesy and accepts no liability for the accuracy or validity of the document, z W 00 0 0 :. W= J W 0 .. iL N om! ° !— • W H O z1- 11.1 uj DO U O — O H` w Lu O ii z 0 - z Y \WADUJARDINWOSfERINDAMEN D 1M0 DOC EXHIBIT 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 CHICACO TITLE INSURANCE COMPANY has placed the document of recnrd as a customer courtesy and accepts no liability for' the accuracy or validity 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 1LE INSURANCE COMPANY hasp: d the record ac o cusiomei courtesy and jcrepts no liability for tho accuracy or validity of the documufil, 261200 - 261200 - 261200- 261200 - 261200- 261200- 261200- 261200- 261200- 261200- 261200- 261200 - 261200- 261200- 261200 - 261200- 261200 - 261200 - 261200 - 261 200 - 0210. - 02 0220 - 00 0230 - 08 0240 - 06 0250 - 03 0260 - 01 0270 - 09 0280 - 07 0290 - 05 0300 - 03 0310 - 01 0320 - 04 0330 - 07 0340 - 05 0350 - 02 0360 - 00 0370 - 08 0380 - 06 0390 - 04 0400 - 02 :d YtiGiuJtx,wGr ,::�u a ...,. ,:'s^+:L}yWhr. ,, v_M� . ' :,rkt .,�Fl.,y✓. t,� -syLR ,y, ,. ... § U) ul N LLt W � J ` u- a co _ z � F2 3 o : : o I- w U' O . li! Z Dujardin Development Gary Bumstead Project Manager PO Box 1 059 Snohomish, WA 98291 Dear Gary, Sinc `piy, u etm , .'S t er, chfect Kappier Architects P.S. CC: Dujardin K I [1.) 4A. �t . j.. .� _1 [ RE: A35 clips not needed at overlapped plywood shear walls. J It I i it It; ri (C ( ; , III • (' I it t! 11 t r 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. Sec the attached revised details showing these 'conditions. If you have any questions regarding this matter, please don't hesitate to call. February 28, 2001 1.3n 1 SF 16rfi Street . 'Bellevue, W'l 96007 1.800.88.451; . (425)641.5320 ..fax: ux (425)641.5318 xww.feapv &er(wmeyrans.,:om L GSS NOTES: 3/4' =1' -0' TOP PLATE NAILING PER SNEARLL'ALL SCHEDULE BOTTOM PLATE NAILING PER SNEARWALL SCHEDULE Kappler Architects P.S. man SE ism ST. Bele ie, Waehrgtcn 98007 (425) 541-5320 Fax (425) 641-5313 Ica d • 6' oz. PLYIUD. TO RIM JOIST 17610- 061OOwO2 JOIN PANEL EDGE ON COMMON MEMBER PANEL EDGE NAILING INTO CCi"i1ON MEMBER F cR SCHEDULE. TYP, EXTERIOR WALL CONSTRUCTION aIITI I WALL SHEATHING PER SCHEDULE T. TJI FLOOR CONSTRUCTION BLOCK PANEL EDGE P R SCHEDULE EXTERIOR SHEAR WALL PARALLEL TO FLOOR JOISTS 17810- 06100- 02_TJI 2-13-01 J WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT FILE: K: \ \KAA \ \99\ \99090 \ \9909021.WS Homeowner: Site: DUJARDIN PLAN # 2119 Builder: COMPONENT PERFORMANCE _ENERGY BUDGET REFERENCE DESIGN Component Floor Glazing @15o Doors AG Wall Ceiling, Attic Infiltration PROPOSED DESIGN COMPONENTS Component Description REFERENCE 442 8.75 Floor R19 vented Joist 16oc Glazing @13 * *vinyl clr /air Doors Wood 1 3/8 ", solid flush AG Wall R13 STD Lap Wood Ceiling R30 blown Attic STD baffled Infiltration Standard Air Sealing Struc Mass Light Frame, Sheetrock walls Analyst: MATT MERCER Jurisdiction: Utility: House Type: Single Family Floor Area: 2119 ft2 Weather Data: Seattle, WA Climate Zone: 1 The PROPOSED design *COMPLIES* with 1997 WA State Energy Code. PROPOSED 425 Btu /hr -F 8.58 kWh /ft2 -yr Reference Value X U -0.041 U -0.650 U -0.390 U -0.062 U -0.036 ACH -0.350 Reference UA 442.0 Value U -0.041 U -0.520 U -0.390 U -0.082 U -0.036 ACH -0.350 M- 3.000 07/12/80 HOUSE ID: 99090.21 Area = UA 1226 50.3 317.9 206.6 38.0 14.8 2035 126.2 1226 44.1 17130ft3( 109.7) X Area = UA 1226 50.3 281.0 146.1 38.0 14.8 2072 169.9 1226 44.1 17130ft3 (109.7) Proposed UA 425.2 Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non - standard values - check calculation of thermal value. Page 1 2119 6357 WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT FILE: K:\\KAA\\ kEATING/COOLING/VENTILATING SYSTEMS Heating System Type: Make: System Efficiency: Modified Efficiency: Design ACH: Design Load(at 44F dt): Duct Losses(% Dsn Load): Total Load: System Size(Output): Average Annual Heat: Annual Cost: Ventilation System: Cooling System: SEER: Cooling Load(at 4F dt): System Size(%Over): Annual Cool Requirement: PROPOSED DUCT SYSTEM SUPPLY RETURN Solar Access: -GLAZING ORIENTATION Eff S Glz: 4.3% Location PROPOSED South : 70.0ft2 Southeast : East 70.0 Northeast : PROPOSED Gas Furnace DEFAULT 78 % 61 % Vented crawispace Attic or garage 0.60 27814 Btu/hr 6778 Btu/hr(24%) 34592 Btu/hr 52000 Btu/hr (150%) 90 MBtu 504 Integrated Spot & Whole House 0.0 () Btu/hr tons (@125%) kWh/yr Partially Shaded Avg Rvalue R- 8.0 R- 8.0 North Northwest : West Southwest : Surface Area 423.8 ft2 84.8 ft2 PROPOSED 71.0ft2 70.0 07/12/80 HOUSE ID: 99090.21 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 2 Kappler Associates Architects JOB NAME: JOB NUMBER Copyright 1994 Dujardin Development Fosterview Estates Plan 2119 99090.21 DATE: 9/20/99 BY: MJM WINDOW TOTAL ROOM NAME i WIDTH (IN FEET) i HEIGHT (IN FEET) AREA QUANTITY TOTAL AREA TOTALS (IN SQUARE FEET) l (HOW MANY) (IN SQUARE FEET) (IN SQUARE FEET) AIN FLOOR LIVING ENTRY DINING KITCHEN NOOK FAMILY TOTAL MAIN PE F M. BEDROOM M.BATH BEDROOM #2 BEDROOM #3 STAIRWAY OFFICE OFFICE TOTAL UPPER TOTAL GLAZING SQ. FT. TOTAL HOUSE SQ. FT. Glazing % 6.00 3.00 5.00 4.00 6.00 7.00 4.50 0.83 6.00 3.92 6.66 5.50 27.00 2.50 30.00 15.68 39.96 38.50 7.00 3.00 5.00 5.00 2.00 2.00 7.00 4.00 3.00 4.00 4.00 6.00 2.50 4.00 28.00 9.00 20.00 20.00 12.00 5.00 28.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 1.00 27.00 2.50 30.00 15.68 39.96 38.50 28.00 9.00 20.00 20.00 12.00 10.00 28.00 153.64 127.00 U M MA F 280.64 2,119.00 13.2% 7/12/00 9909021 - Glazing.xls CO 0 CO J W LL. W g H W o Z 1- IIJ 2 UO 0X4 w �: I LLB; ul - _ Off" z • TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences F - Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 • Snohomish, Washington 98291 Subject: Plan Review Fosterview Estates, Lot 3 . Tukwila, Washington ' Reference: Fosterview Estates Report, Geotechnical Issues, compiled by Terra Associates, Inc., December 16, 1998 Dear Mr. Fowler: As requested, we reviewed architectural plans prepared for Lot 3 of the Fosterview Estates project. The purpose of our review was to verify that the plans are in conformance .vrith the recommendations presented in the • referenced report compilation and to provide additional recommendations, as required. . • • • _ Proiect Description We reviewed the following plans: • Sheets P1.0 and P1.1, Architectural Site Plans • • Sheets P2.0, and P2.1, Architectural Plan Sheet P6.1, Site Section for Lot 3 May 22, 2000 Project No. T- 1515 -2 The project plans we reviewed, prepared by Kappler Architects, P.S., indicate that a two -story, wood - framed, single- family residence will be constructed on the lot. The main floor, including the entry and garage areas, will be at Elev. 192. The main floor will be constructed above a high crawl space. To achieve the planned finish grades, it is anticipated that temporary excavations of up,.to five feet will be required. It is not anticipated that any significant fills will be placed on the lot. Minor fills will be required to create finish grades for the driveway and garage. After completion of foundation walls, excavations will be . backfilled. 12525 Willows Road, Suite 101, Kirkland, Washington 98034 • Phone (425) 821 - 7777 Mr. Bill Fowler May 22, 2000 piscussion 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 five feet may be required to construct the foundation for the residence: It is expected that the excavation will be made through previously - placed recycled concrete and native soil consisting of sandy silt and silty sand. The on -site native soil contains 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 placed on the site, be used to backfill all foundations and used 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. Walls supporting backfill should be designed as retaining structures and should be provided with adequate • subsurface drainage. - walls should be designed to support an equivalent fluid weight of 35 pounds per cubic foot (pcf), assuming a horizontal backfill configuration. An uniform lateral pressure of 100 pounds per square foot (psf) should be added for restrained conditions. A uniform pressure of 60 psf should also be added for walls adjacent the driveway and garage: • The lateral loads may be resisted by friction between the base of the footings, floor slabs, and the supporting subgrade, as well as`p pressures acting on the face of the foundations. A friction factor of 0.4 may be used. hi 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. Foundations The foundation excavation on this lot may extend through the structural fill into competent native soils. These soils are moisture sensitive and subject to in wet weather. If the bearing soils become disturbed, they should be overexcavated -and replaced by materials, such as recycled concrete or quarry spalls. The foundations should be designed and constructed in accordance with the recommendations presentedin the referenced report compilation. The foundations should be designed for an allowable bearing capacity of 2,000 psf. Foundations placed in the sloping crawl space should be embedded at least 18 inches below the crawl space grade. • A representative of Terra Associates, Inc. should observe excavations, backfilling, and foundation subgrades to verify that the site conditions are as anticipated. Project No. T- 1515 -2 Page No. 2 • - w U co 0 0 w w; w 0 ;. ga u_ Q I di � _ z � F- 0 Z ICJ u oI- ww I U LI H 0 : iii z N . 0 1 Sincerely yours, . TERRA ASSOCIATES, INC. We trust the information presented is sufficient for your current needs. If you have any questions or require additional information, please call. Mr. Bill Fowler May 22, 2000 CP/ �XP !RES • 1(j hn Kanol1r, Kappler Architects, P.S. • sivzle>v Project No. T- 1515 -2 Page No. 3 ono: f/WW) W CO LL: W } u_ = d ' 1—W Z W W O -G D H; tu -Z V • S Kappler Architects P.S. VERSION 074 INCLUDES 3 STORY . Lateral Analysis for: Dujardin Plan #2119 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. OTHER SF, LONG / SHORT WALL WEIGHT ROOF CONSTRUCTION WEIGHT FLOOR CONSTRUCTION WEIGHT EXTERIOR WALL CONSTRUCTION WEIGHT INTERIOR WALL CONSTRUCTION Job No. 99090 -10 Date 2/22100 SPM Yk 0 422 ;, SF SF SF SF SAIL AREA PLF FOR PERIMETER OF BUILDING UPPER FLOOR WALLS & ROOF (Roof + 1/2 Upper Floor) MAIN FLOOR WALLS ( 1/2 Upper Floor +1/2 Main Floor) LOWER FLOOR WALLS #N /A OTHER (Roof+ 1/2 Floor) KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909010_(ExpC)_Plan# 2119_1997 -9 Lateral analysis worksheet.xls Long Wall x:0.36 1386s� 20 , 3.0 0.0; . . 8.0 FT FT FT STAMPED" "B" Default 80 MPH Default 3 Default (sd) Default (table 16 Q) 0 PSF Default Short Wall /12 SF (for rho factor) 12 PSF Default 15 PSF Default 10 PSF Default 8 PSF Default 29. I 7/12/00 PAGE 1 WALL HEIGHT Ce Cq qs Iw 0 22.60 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 26.22 341 22.60 203 0.00 0 22.60 181 REDUNDANCY FACTOR (rho ") PER SECTION 1630 - Reliability/Redundancy Factor: P = 2 - ( 20 / ( r max ((sq. root of AB))) where: AB Ground floor area of structure r max = Max element - story shear ratio r max = r i / story shear P= WIND PER SECTION 1618 VALUE USED Ce = Cq = qs = Iw = 1 -1.34 1.06 1.30 16.40 1 WIND EQUIVALENT UNIFORM LOADING P = (Ce) (Cq) (qs) (1w) rI= rI= therefore use DESIGN CRITERIA FOR WIND ANALYSIS DESIGN PRESSURE: P = (Ce) (Cq) (qs) (1w) where: Ce = Exposure factor Cq = Method Factor qs = Wind Stagnation Pressure Iw = Importance Factor element story shear x 10 / lw element shear Iw (LENGTH) r I story shear r max = I 1713 1 10643 I P= EXPOSURE 0.62 Default for B exposure METHOD 2 1.3 Default for normal force method WIND SPEED 16.4 Default for 80 MPH WIND FORCE TRIB.HEIGTH (P) Roof (Upper walls) 13.0 (P) Upper Floor (Main walls) 9.0 #N /A 0.0 (P) Other 8.0 KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 990901 0_(ExpC) Plan# 2119_1997-9 Lateral analysis worksheet.xls VALUE USED AB square root Min = 1.0 Max =1.5 PSF 1386 37 17131 ( 0.16 PLF SF # FT # FT # FT # FT 7/12/00 PAGE 2 (P) Roof (Upper walls) 12 1155 SF 13860 ADDITIONAL LOAD 0 1155 SF 0 S / S EX. WALLS 10 96 8 7680 F / B EX. WALLS 10 58 8 4640 INTER. WALLS 8 77 8 4928 Roof (Upper walls) 31108 18 559944 559944 0.6624 7050 Upper Floor (Main walls) 31708 04ppl CT ITEc1 45316 0.3376 3593 #N /A 0 0 RFI I FVl1FQM/A 845316 0.0000 0 (P) Upper Floor (Main walls) 15 964 SF 14460 S / S EX. WALLS 10 96 8 7680 F / B EX. WALLS 10 58 8 4640 INTER. WALLS 8 77 8 4928 TOTAL UPPER FLOOR WEIGHT ON MAIN SHEARWALLS 31708 (P) Other 12 422 SF 5064 ADDITIONAL LOAD 0 422 SF 0 S / S EX. WALLS 10 40 10 4000 F / B EX. WALLS 10 40 10 4000 OTHER WEIGHT 13064 DESIGN CRITERIA FOR SEISMIC ANALISYS EARTHQUAKE PER SECTION 1628 table 16b0. 16N _ BASESHEAR:Vb= (3.OxCa /R)W where: Z = Seismic Zone factor R = Bearing Capacity Ca = Soils Capacity W= Total Seismic Dead Load BUIL DING LOADING DEAD LOADS TOTAL ROOF WEIGHT ON UPPER SHEARWALLS #N /A S / S EX. WALLS F / B EX. WALLS INTER. WALLS #N /A 15 10 10 8 96 58 77 0 SF 0 0 0 0 0 0 0 0 - BASE SHEAR BASE SHEAR: Vb = ( 3.0 x Ca / R ) W STORY SHEAR 9909010_(ExpC) Plan# 2119_1997 -9 Lateral analysis worksheet.xls VALUE USED Z= R= Ca = Rw= Rw= 0.3 5.5 0.36 8 6 PSFI LONG WALL 'SHORT WAL I WEIGHT 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls TOTAL WEIGHT W= 31108 # 75880 *load reduced by half due to plan configuration of front wall being concrete Not included in total BASE SHEAR: Vb= 0.1964 75880 14900 WORKING STRESS WOOD DESIGN 1.4 I 10643 I# Wihi / sum hi (Plate Ht.) Wi x hi sum Hi x hi Wihi Vi TOTAL FLOOR FQ¢ g41113320 1405260 10643 # 7/12/00 PAGE 3 W U; UO I mo o. U) W F-; N W; W O '. ca = I... W ILI 7 p( co H W W U u. 0 Ill Z :: O ~' z SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON (F) Roof (Upper walls) (F) Upper Floor (Main walls) #N /A (F) Other ROOF DIAPHRAM CHECK TOP CHORD 2 -2X4 2 -2X6 16d SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB SEISMIC FORCE 215 152 0 81 Shear Walla UPPER FLOOR WALLS WIND GOVERNS MAIN FLOOR WALLS WIND GOVERNS LOWER FLOOR WALLS #NIA @ 341 # FT @ 544 # FT @ #N /A # FT 56847274.23 1960250.836 10.5 ' . ,186 69061 ALOW.Ft= 16.5 1.33 143.64 # /NAIL M= T =C= # FT # FT # FT # FT SEISMIC FORCE 88:747 #FT 550 1.331 731.501#/BOLT MIN BOLT SPACING F;' ; ':2t22i FT O.C. 790 1.331 1050.71# /BOLT MIN BOLT SPACING 3.20i FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909010_(ExpC)_Plan# 2119_1997 -9 Lateral analysis worksheet.xls 689776 13646.97 NAILS 10643 (F) Roof (Upper walls) (F) Upper Floor (Main walls) #N /A (F) Other WIND FORCE (P) Roof (Upper walls) (P) Upper Floor (Main walls) #N /A (P) Other Not included in total 215 152 0 81 341 203 0 181 525 1.331 698.2510K # FT # FT # FT # FT # FT # FT # FT # FT 7/12/00 PAGE 4 V o N W O Ji to a. 1-- W I- O' Z h—! ui D O : ,0 co O Ul cj - 0 111 Z UN . 0 V W h Wh F Roof (Upper walls) 10643 31108 13 404404 6240 Upper Floor (Main walls) 10643 31708 9 285372 4403 #N /A 10643 0 0 0 0 Other 10643 13064 8 104512 1613 SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON (F) Roof (Upper walls) (F) Upper Floor (Main walls) #N /A (F) Other ROOF DIAPHRAM CHECK TOP CHORD 2 -2X4 2 -2X6 16d SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB SEISMIC FORCE 215 152 0 81 Shear Walla UPPER FLOOR WALLS WIND GOVERNS MAIN FLOOR WALLS WIND GOVERNS LOWER FLOOR WALLS #NIA @ 341 # FT @ 544 # FT @ #N /A # FT 56847274.23 1960250.836 10.5 ' . ,186 69061 ALOW.Ft= 16.5 1.33 143.64 # /NAIL M= T =C= # FT # FT # FT # FT SEISMIC FORCE 88:747 #FT 550 1.331 731.501#/BOLT MIN BOLT SPACING F;' ; ':2t22i FT O.C. 790 1.331 1050.71# /BOLT MIN BOLT SPACING 3.20i FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909010_(ExpC)_Plan# 2119_1997 -9 Lateral analysis worksheet.xls 689776 13646.97 NAILS 10643 (F) Roof (Upper walls) (F) Upper Floor (Main walls) #N /A (F) Other WIND FORCE (P) Roof (Upper walls) (P) Upper Floor (Main walls) #N /A (P) Other Not included in total 215 152 0 81 341 203 0 181 525 1.331 698.2510K # FT # FT # FT # FT # FT # FT # FT # FT 7/12/00 PAGE 4 V o N W O Ji to a. 1-- W I- O' Z h—! ui D O : ,0 co O Ul cj - 0 111 Z UN . 0 8 10 10 0 0 136 j PIP4 � Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 10909.02 10909.02 0.00 0.00 MIN PLATE NAILING 13 INC O.C. 800 800 0 0 0 0 0 0 2666.67 2666.67 0.00 0.00 824.24 824.24 #DIV /0! #DIV /01 CS16 -30 CS16 -30 #DIVl01 #DIV /0l 16 13 8.5 0 0 254 P14 I Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 26384.60 17251.47 0.00 0.00 MIN PLATE NAILING 7 INC O.C. 1040 680 0 0 4320 0 0 0 23226.67 1926.67 0.00 0.00 242.92 1802.92 #DIV /01 #DIV /01 NA 12- CS16 -30 #DIV /01 _ #DIV /0! 16 7 6 5 0 303 P,1?+! 'l Mo= WaII(DL) Roof (DL) Mr= T =C REQUIRED 16969.58 14545.36 12121.13 0.00 MIN PLATE NAILING 6 INC O.C. 560 480 400 0 0 0 0 0 1306.67 960.00 666.67 0.00 2237.56 2264.23 2290.89 #DIV /0! 2- CS16 -30 2- CS16 -30 2- CS16 -30 #DIV /01 8 3 8 5 0 170 P14 Mo= Wail(DL) Roof (DL) Mr= T =C REQUIRED 4090.88 10909.02 6818.14 0.00 MIN PLATE NAILING 10 INC O.C. 240 640 400 0 120 288 216 0 360.00 2474.67 1026.67 0.00 1243.63 1054.29 1158.29 #DIVIO! #DIV /01 CS16 -30 CS16 -30 CS16 -30 SHEAR WALLS RIGHT TO LEFT UPPER FLOOR Load Ht. 8 O u. 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 341 341 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 341 o: 2/3DL 2 REACTION HOLDDOWN • UPPER FLOOR Load Ht. 8 341 2 /3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT a a WALL SEGMENTS b c b c d d SHEAR V WALL TYPE TRIB.LENGT TRIB.LENGT a a b b KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909010_(ExpC)_Plan# 2119_1997 -9 Lateral analysis worksheet.xls c c d d 7/12/00 PAGE 5 aorw.r:xxr+ � W . UO' (00, W W N W: W 0 2 - to 3 Z �. Z I- 0 O I- W W , Z U LL 0 lU Z 0 )- Z 6 3 21 0 0 85 1~.14Stal MIN PLATE NAILING 20 INC O.C. Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 2045.44 14318.09 0.00 0.00 240 1680 0 0 120 600 0 0 360.00 15960.00 0.00 0.00 561.81 -78.19 #DIV /0l #DIV /0l NA NA #DIV /0I #DIV /01 13 13 7 0 0 , 222 =23:1M Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 23045.30 12409.01 0.00 0.00 MIN PLATE NAILING 8 INC O.C. 1040 560 0 0 2145 400 0 0 13801.67 2240.00 0.00 0.00 711.05 1452.72 #DIV /01 #DIV /01 NA CS16 -30 _ #DIV /01 #DIV /01 11 23 20 0 0 87 ri P1:6 Mo= WaII(DL) Roof (DL) Mr= T =C REQUIRED 16046.40 13953.39 0.00 0.00 MIN PLATE NAILING 20 INC O.C. 1840 1600 0 0 0 0 0 0 14106.67 10666.67 0.00 0.00 84.34 164.34 #DIV /01 #DIV /0! NA NA #DIV /0l I #DIV /0! #N /A D 0 0 0 #NIA ^ r ;e MIA Mo= WaI!(DL) Roof (DL) Mr= T =C REQUIRED #NIA #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 #NIA #NIA #NIA #N /A #NIA #NIA FRONT TO BACK UPPER FLOOR Load Ht. 8 CD 2 /3DL UPPER FLOOR Load Ht. 8 o: H z w U UPPER FLOOR Load Ht. 8 W J UPPER FLOOR Load Ht. 8 341 REACTION HOLDDOWN 341 2 /3DL REACTION HOLDDOWN 341 2 /3DL REACTION HOLDDOWN 341 w co 2 /3DL O REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a WALL SEGMENTS b C b b b C C C KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909010_(ExpC)_Plan# 2119_1997 -9 Lateral analysis worksheet.xls d d d d SHEAR V WALL TYPE 7/12/00 PAGE 6 2 „ W t� co 0 y W W 0 ' V.j ca Z00 W W• 0. ON _ W W' • Z = 0~ Z 5 2 2 0 0 226 ; URP. Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 3615.87 3615.87 0.00 0.00 LRP AT GARAGE WING WALLS - MEETS APA TEST LOADS MIN PLATE NAILING 8 INC O.C. 320 320 0 0 0 0 0 0 213.33 213.33 0.00 0.00 1701.27 1701.27 #DIV /01 #DIV /0! STHD 14 STHD 14 #DIV /01 #DIV /01 24 4 12.5 6.5 8 421 - t:P1=3 Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 13484.58 42139.32 21912.45 26969.17 3x STUDS REQ'D AT ADJOINING PANEL EDGES MIN PLATE NAILING 4 INC O.C. 640 2000 1040 1280 0 1140 960 864 853.33 13083.33 4333.33 5717.33 3157.81 2324.48 2704.48 2656.48 STHD 14 RJ STHD 14 RJ STHD 14 RJ HTT22 16 11 12 0 0 379 P1S; Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 33320.60 36349.75 0.00 0.00 3x STUDS REQ'D AT ADJOINING PANEL EDGES MIN PLATE NAILING 5 INC O.C. 1760 1920 0 0 1148 2016 0 0 10662.67 15744.00 0.00 0.00 2059.81 1717.15 #DIV /0! #DIV /0l HTT22 HTT22 #DIV /0! #DIV /0! 8 3 3.5 2.75 0 471 IP1.`-31AI Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 11297.89 13180.88 10356.40 0.00 3x STUDS REQ'D AT ADJOINING PANEL EDGES MIN PLATE NAILING 4 INC 0.C. 480 560 440 0 1680 1280 1005 0 2160.00 2146.67 1324.58 0.00 3045.96 3152.63 3284.30 #DIV /01 STHD 14 RJ STHD 14 RJ STHD 14 RJ #DIV /0! RIGHT TO LEFT MAIN FLOOR Load Ht. 8 ¢ 0 0 0 La- 2 /3DL MAIN FLOOR Load Ht. 8 re LL MAIN FLOOR Load Ht. 8 2 u 181 REACTION HOLDDOWN 544 2 /3DL REACTION HOLDDOWN 2/3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 544 544 2/3DL 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 9909010_(ExpC) Plan# 2119_1997 -9 Lateral analysis worksheet.xls Y^- ,��,, ., xrwy!}71P1hWX7a]'VA41.h4Tt'rgaY TgU^.W!�tf'Y.X'AYPt;'dY d d d d SHEAR V WALL TYPE 7/12/00 PAGE 7 6 9 17 0 0 126 iniVt Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED 9043.75 17082.63 0.00 0.00 MIN PLATE NAILING 14 INC O.C. 720 1360 0 0 120 600 0 0 2520.00 11106.67 0,00 0.00 724.86 351.53 #DIV /0! #DIV /0! STHD 14 RJ NA _ #DIV /0! #DIV /01 13 21 0 0 0 337 11s6P,L Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 56607.16 0.00 0.00 0.00 MIN PLATE NAILING 5 INC O.C. 3360 0 0 0 0 0 0 0 23520.00 0.00 0.00 0.00 1575.58 #DIV /0! #DIV /01 #DIV /0I STHD 14 RJ _ #DIV /01 #DIV /0! #DIV /0! 11 30 7 0 0 1621 an mewl Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 38836.51 9061.85 0.00 0.00 MIN PLATE NAILING 11 INC O.C. 4800 1120 0 0 0 0 0 0 48000.00 2613.33 0.00 0.00 - 305.45 921.22 #DIV /01 #DIV /01 NA STHD 14 RJ #DIV /01 _ #DIV /0! #NIA 0 0 0 0 #N /A i ON/ Mo= Wall(DL) Floor,Roof(DL 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 #NIA #N /A #N /A _ #N /A #N /A FRONT TO BACK MAIN FLOOR Load Ht. 8 • 0 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 MAIN FLOOR Load Ht. 8 J 544 544 2 /3DL v REACTION HOLDDOWN 544 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 544 w 2/3DL z REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT a a WALL SEGMENTS b c d b C d SHEAR V WALL TYPE TRIB.LENGT TRIB.LENGT a a b b C c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909010_(ExpC) Plan# 2119_1997 -9 Lateral analysis worksheet.xls _ �„ ppµyA. rwmmoRVmwaawu. A" I�r�xm- �`+*:hro�nm.•rtKC'+s;.Nr.MiW :A�t�'�dTar. d d 7/12/00 PAGE 8 Test No. Test Location Depth Depth Sail Type Moisture Content t%) Dry DensnytPCFI Relative Compaction ''.• Remarks 314 Sri I St CH' t >r Lai °3 r-6 C 1 F A 116.p l 1.3 ( '1 -. 3IS t.j .-44, 1 d 5 ISr./ 4 E. 4 JA�.4 ., tlj I.r FG= 03 111.7 9.: 9':? t I:. 4S IMIIIIIIW Ab TERRA ASSOCIATES, Inc. Geotechnical Consultants (425) 821 -7777 Project:, J Sr tZ Jl l = � Subject: /0006. LT' a .3 �I'H h l T ' ^ 4'� ..- Ave $ TtvKtJ t t.A Contractor: .! ^' Location: 1 Weather: CLavo-/ Present At Site: 1 4 oIvi4) rtr ,- rj e t 4 f i P V i.s , D Si f, 'TO "( .c C ;.)^40 crT J rJ or- r I L_ RA( E (1 )- Slrar TO E. 345 e. rft2jNOA1 t..,/.) Fars— lu•,e.I f v.n tNGs 1\1.1. 1:W-A 1rF1'TE0 1NAILA1 6. AT 1.6.Asr e )..`74 / ) /"I( Ut` .P- 13 f ArIAi - - �F tJS 1 T ..� By: Field Density Test Data Copies To: I /ome 5 IS of-) ,F J 2Oo ) /LI Daily Field Memo Project No. /t::-/.5- -z- Memo No. I35 Date 9/2.0/04) (o w mu. W 0 g Q: 0, 0 0 (A i 0 I- 0 ; ti i z : U 0 i= Z Gay Bumstead Dujardin Development PO Box 1059 Snohomish, WA 98291 RE: Fosterview Estates Foundation for Lot 3 Job 00132 ;I.(1 if September 12, 2000 Should you have any questions or comments, please do not hesitate to call. .t 0 I I' , :' I : It 1 d 1I ,1 I : Dear Gary: As architect of record for the above referenced project, this letter is to state that I met with you and other field representatives on September 11, 2000 to review the foundation condition for Lot 3 as they specially relate to the condition imposed by the structural engineer in his letter of September 11, 2000. Ater -a -site review, Wisiistsettiped- that the =. foundation - s4o ed•4up -will meet4he .parameters as specified for foundation variations in the engineers letter. Please provide this letter substantiation that I have reviewed and approved the site condition for conformance. J4311 SZ 16th Street 23edevt4e, WA 98007 1.800.888.4517. (425)641.53 20 ..fax: (425)64t.53t8 0090004 Fostindtw.dot www.kappiirhomrpCans.com • "tw`:�v,w e,t INAaY.. ,::,yye .; r:.' rvitirraaXro�a "u.:.f.:d,d,.d.x:+t'ri4 u�v'a&Q ,`:4.1i(•$i4 0S /11 11:24 FAX I. 40e$531 J John Kappler, Principal i appler Architects P.S. 14311 SE lbw St. Bellevue, WA 98007 RE: Fusterview Estates Foundation Variations for Lot 3 Job M 00133 Deur John- Si rely, Douglas .1 President FOSTERVIEW JAMIESON CONSULT • IAPPLMR 1001 JA1N CONSULTING C,u,wfrfek l►,gtu.wU►X bluer? Itenrmenrno _. . 733 "Mill AVE SI1 1011 eKIRKLAND ► WA 98033 • 1.425) 903.26$1 • FAX (445) 803 -3269 Septmnhcr i i . 200(1 I understand from our phone conversation today, that the shove referenced lot has had site excavations which have necessitated review of the foundation details called out on your plans 4pecitically that the wall height from bottom of concrete to top of dirt is greater than the details show. We have reviewed these conditions and feel that by utilizing granular backtUl on the inside of the foundation, we can achieve conditions within the limits of the design capacity for the foundation details called out on the plan. To achieve this, backilll the inside of the foundation a minimum of one halt' the height of the wall. Please note that the cantilevered portion of the wall should be no more than 4 feet in height Lund the buried pardon should be a minimum of 4 feet in depth. We have attached a generic detail for graphic reference. Please provide this letter to the jurisdiction to substantiate we have reviewed and approved this site condition. Should you have any questions or comments, please do not hesitate to call, C.) N m w w o; CO 1— w .,. U D ` w W` v_0 . z, � N . z JC VSSOV CONSULT + »� ?PLEA 2102 2 00/11/00 11:54 FAX 43-.4332110 JA XIS NAM .,CS NC. OATI 1114E7 WO ' o •� JAMIESON CONDbV' NO cur+mrlhnf sA • Privird Mamma sIO1 KI RKLAND •V • KIIIKLAND WA lNO>s ••i) wS•151: • FAX NW 1101 -311111 • go fe (x)04 rip I *4616' c, (# / MOW leilt7P , I4, , W14-LL #¢ t ts i g44.1ri,ik. `..,, b'aY.. Sua,L, xaatGJ�v£Jira:d�.M Dear Mr. Fowler: TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences RECETU D JlLA Mr. Bill Fowler c1TY o Dujardin Development Company ,% P.O. Box 1059 �'` Snohomish, Washington 98291 PERM 1 T C E-TER Subject: Final Report Earthwork Observation and Testing Fosterview Estates, Lot 3 Tukwila, Washington Reference: Plan Review, Fosterview Estates, Lot 3, Terra Associates, Inc., dated May 22, 2000 As requested, we provided intermittent earthwork observation and testing services during grading and construction of foundations for Lot 3 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 elements: • Structural fill placement and compaction • Foundation subgrades • Garage floor subgrades • Pavement/driveway subgrades Based on our field observations and test results, it is our opinion that earthwork and foundation construction on Lot 3 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 field memo delineating the foundation subgrade conditions noted during our site visit. 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 • terra @terra- associates.com p2aoo- lZ4E February 26, 2001 Project No. T- 1515 -2 Mr. Bill Fowler February 23, 2001 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. oly 'T:Re3 i2 /9r o Encl. Footing Excavation Examination Report • Mr. John Kappler, Kappler Architects Project No. T- 1515 -2 Page No. 2 • 4 CONTRACTOR: Du SAWinJ FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED At/4(7ST 7 ZOO[) PROJECT NO. I S /S -Z PROJECT NAME: FOSI F_2JI et.) DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: NOTES: BASEr) F' n.Ds E o SIGNMypE ..9S74 g,i ov/o .t TERRA ASSOCIATES REPRESENTATIVE TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 OT PROJECT LOCATION: ( uKt. I uP, W r REPRESENTATIVE: GA\ Bore retA UPor,) ( � i1 D /? R 2J tD — TO OP,/ A Jo PRE JIJ4 - 5 'MST '2E5JLrr s 1T5 6f(t..l\ S - 71-1 - A - THE SJQ6n4,o6 Ca .)0 n ,10 S i IQ `T -IF (-03-110G5 or- 20a) Ps r- ( GAvAr.i-ri 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. LOT 3 AR6 A QJA;F, (,L 1 COPY TO: G AM 1-5-1 S. M' Pl MnIY�AM. S) fYPl�. nMnY' I. MLT�' MMl` MTd\'+�',�}1YOKMeFY1�'p.!NN!W.� W.+ thnrv,. �PvYw' 8"t �r) MPM%%+ w. x. qms. n�lwrwM4icFtSt!( M?. Yd�R4NIYP�RMM4 }S�'SMlTTRFRIMS��MVNr FOOTING EXCAVATION FIELD CONDITIONS NOTED t.?(c.14 L111 3n) ti FOUnJOcr',1, SO/ Ch Pot, E0 ArLF_ P2hVIJJSc../ or.. Sin)Gi -F_ Fpui1. / e6s,o6.„ 1cj. CamPA,er o A,.,o 1ST6jD Ql TE2rr.A A SS iA-rf_S cra.,c,rW )L. FLL B e.... Yrto,..7 f• M:,L -n Oat. 5-76 0c, AN -1 WpSF_ MATE4 l Tu pf' RE, 4046.0 Flz.,, r kri,,�x, s ,J66(1.606, Pn.1.Dr- - rn Rua_ • 4 CONTRACTOR: Du SAWinJ FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED At/4(7ST 7 ZOO[) PROJECT NO. I S /S -Z PROJECT NAME: FOSI F_2JI et.) DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: NOTES: BASEr) F' n.Ds E o SIGNMypE ..9S74 g,i ov/o .t TERRA ASSOCIATES REPRESENTATIVE TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 OT PROJECT LOCATION: ( uKt. I uP, W r REPRESENTATIVE: GA\ Bore retA UPor,) ( � i1 D /? R 2J tD — TO OP,/ A Jo PRE JIJ4 - 5 'MST '2E5JLrr s 1T5 6f(t..l\ S - 71-1 - A - THE SJQ6n4,o6 Ca .)0 n ,10 S i IQ `T -IF (-03-110G5 or- 20a) Ps r- ( GAvAr.i-ri 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. LOT 3 AR6 A QJA;F, (,L 1 COPY TO: G AM 1-5-1 S. M' Pl MnIY�AM. S) fYPl�. nMnY' I. MLT�' MMl` MTd\'+�',�}1YOKMeFY1�'p.!NN!W.� W.+ thnrv,. �PvYw' 8"t �r) MPM%%+ w. x. qms. n�lwrwM4icFtSt!( M?. Yd�R4NIYP�RMM4 }S�'SMlTTRFRIMS��MVNr kAppLER ARCHI irc Duane Griffin City of Tukwila 6300Southcenter Blvd. Tukwila, WA 98188 RE: Substituting fiberglass fibers in the concrete garage and basement flat work in lieu of welded wire fabric. Dear Duane: your comp fete home p(annin.cg resource August 18, 2000 RECEIVED CITY OF TUKWILA 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 superior product. .. We.zwouid 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. Should you have any questions or comments, please do not hesitate to call. S rely, AUG 2 1. 2000 PERMIT CENTER John Kappler President // 1 1-!?, 1 Iz = {; r r > � /L 1111, r 11ic17/ 1 hc,k)e '1 71/ p 1 p CO 11 1(te11I )Lc /) (i toot -1l3 4- i 1t r .-) J (' f! e'1 1q1.' c. .111 IIC)f S 0.Jolt-{- 5u1 4- ,{41'r „lc; rr�y� j Ci�7c� -e f :. 1 ^LIS1taC t ('O i hry 1 ytukY 1 etc- kecl h 1 UJ `) ' ` I ,.i, I'1 y �lr I2 � tlr . p L �' I �1ClUi; � � , `� �= c� +C..c }' Y , � 'Pk L ;7 }":. U i Cl P 115 SCYY/Le �91 ' i i'. ( -L.' f'r 1, Q p /. 111 : Y 5 a l (i lie L �JCh l lc! a l a i 41m-t”, �J ' i' •J 14311 SE 16th Street . Bellevue, W . 98007 1.800 (425)641.5320 • fax: (425)641.5318 ►v►v<v,kayyreriiomeyCatu.cont 4 1arti: 4 ■4*44L: •.Y4 5vl:4■441, N U, N 8 � w CO LL' w0 u_ co w ; zi E o uj o 111 u p Ii • Z V N O z 11./07/2000 10:37 FAX 425 821 --- 14 . , • ?.1 11 E 3 M" . `" • Mr. Oary Butristead Oujardin Development • P.O.' Boa 1059' , • Sneliornish,Washingtoia 98291 , . Subject: Footing Drains • Fosterview EstateS Tukwila, Washihgtott. Dear Mr. Bumstaid: 2 • • This letter'summaiizci•our discussions regarding the exterior footing drains for the residences' to be constructed at F?!itervic-w.:Es#tzs•projczt•.;-In our opini.?m, the-fcbting drairis may 'c6n..T ±7.3111winiy,:•.4 • • • e • • A•four-inoh. perforated PVC drainpipe shouiribc placed alongside the base of the orteribifootirgS. . •• The drain should then be covered with ni.least,18 inches or ene-inch minus washed rock • ' vth a strip of separation fabric Placed over the toP... • • . . • • • .. • . • On the downhill side of building's, the'depth of washed rock may be teducedto 12,inches. • . The pipe should be sloped to promote positive flow to the downhill point where it will be transported away 'frOm the stricture. We•understanci the:prOject drawings show a four-percent slope, This slope is • not necessary to promote.flow, • , . • • . • • I • • We trust the .information•presented is sufficient for your 'current needs. If you have any questions or requite additional info • •• .•, .Sincerely y TERRA •Anil Butail, Principal . . . . ' • "Ir. `',"•'.'" • . • . • . ,,P.' •• , ' •;•*1, • . • • - , TERRA ASSOCIATES, Inc. :',...:::;;;•••:::•.',.:"•:•::.',70:7, • • • • . . • • . . ;••••••,;....<;4.;•.. A .,;,,,,,,. „, , •,...-....-..:i,.. . Consultants in Geotechhical Engineering, Geology , . 1.', ,.,,,.,.,..,"'' • . .. • and ' . • , • Environmental Earth Since .. ' - • • . BKJAB:ae • TERRA ASSOCIATES • 11■7.71■1111E cc: • Lireet4feeiqreap;rier4:rehitects ' •• November 7, 2000 • • Project NO "1' RECEIVED CITY OF TUKWILA . NOV _ 8 2 000 PERMIT CENTER • . . • . •1.2525'Wilkiws.Road, Suite 101, Kirkland, Washington 98034 ,.• Phone. (4* 821-7777 • Fax (425) 821-4334 • terradterra-associates . ral 002 tu CC 2 , O 0 0 0 W I .J W OE < w z o z , W uj D — 0 1— W I C.), U. F r , z 0 1:,4/ Lp/ LUU1 11: it CAA. DLO 04/ .., .. vn•wp • • + Foundation subgrades • garage floor subgrades' IMAAA.4.7~,LALGO TERRA ASSOCIATES, Inc Consultants in Geotechnical Engineering; Geology • and Environmental Earth Sciences Mr. Bill Fowler Dujardin Developrncat Company . P.O. Hox• 1059 . • Snohomish, Washington 98291 Subject:. ' Final Report . • • Earthwork Observation and Testing Fostervievu'Estates, Lot 3 • Tukwila, Washington , • Reference: Plan Review,.Fosterview Estates, Lot 3, Terra Associates, Inc., dated May,22, 2000 • • • ;peat Mr. Fowler As requested, we •provided intermittent earthwork observation • and testing services during 'grading and • . construction of foundations'•for Lot 3 of Fosterview Estates iin•Tukwila. Th e'purpose of our work was to verify • . that the georechnical' engineering aspects of the project were completed in accordance With.. recommendations • , • outlined in the referenced plan review' letter, and Kapplcr Architects' construction drawings.. Our services' on the project:consisted of observation•and testing of the following Clements: • Structural 'fill' placement and; compaction. 12,525.Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821.7777 •' Fax (425) 821 -4334 • terra@terra'- associates.coin• • , ■ Pavement/driveway subgrades • . .. Based'on field 'observations and test" result's, it is , our: opinion that earthwork and 'foundation •construction on • Lot 3 been prepared in general accordance with project specifications and recommendations provided in the • referenced plan review•:leiter. Foundation subgrades observed by our firm will provide satisfactory support•for . 'footings using a bearing,capacity of 2,000: pounds per, square foot (psf). W. have• enclosed a copy of our field memo delineating. the•foundation.subgrade conditions noted during our site visit, . • • February 26,,2001' Project No.'T- .15.15.2 • • • 4UULU /U10 0. DV= • 114 Li ? ° ` i-- O Z W uf D 0 0 H ; W w' Z w p co 12/28/2001 11:12 FAX 425, 821 433,4 • • Mr ;'Bill,Fowler February 23, 2001.•: ; • • This'work'vas perforined and this letter, was prepared specifically for the use of,'Dujardin�Development Company • and tllieir'authonzed teptcsEnt • • • We •trist the.inforrrtation presented. is sufficient fox' your: current needs. If ou 'have any questions • or require • • ...additional' iriformatior call: • • you q • 'Sincerely *M.: • • •• . • . • :TERRA ASSOCIATES; INC.. :. • , TERRA ASSOCIATES = :at ;2191 0. • • . End: Fooiing,Excavation• Examination Report ce: • . Mr . lohnKappler, Kappler Architect's . • • i?) 011/015 • re U to rnLu w o ` Lu u_ a' 3, 1 I- 0 w w ;O U O I W; �} U. Z' :' rn' o ` Z 172/26/2001 11:1,3 FAX 425 821 4034 • ' NOTES:` • • DATE FOOTINGS EXAMINED •• AtXusi': ? >obCS ' • .. ' PROJECT'NAME;:, 1• F QJi!: t;l • CONTRACTOR: Tel 1,4 :..LET . • • _„.Zia) Psr AF.iarsr.,r_• • : cAPPg.,r„--r. SIGN 9E' , - 57 , __ e • 'TEFIRA ASSOCIATES REPRESENTATIVE TERRA ASSOCIATES • • • ,� ,... ...,.7i. .. • • • ,. ♦ . 1..., . •i t . .ER RA ASSOCIATES - �►�..�,v �.. ■ r *• h • Ceotachpical . Consultants' ' • ' . I. 1.2525 Willows Road; Suite• 10.1. f Kirkland, Washingtbrr 98034 • .. Phone (4 Fwi (425) 821:4334. ; • DESCRIPTION OF FOOTINGS COVERED pYTI IiS •REPORT; • • • • • • # ' • PROJECT NO ' 1 S /5 -.2 • • c. r A..► PP.EVton .' FOOTING. EXCAVATIO •N • .PAO,IECT LOCATION • • i \AKr,!.1LA Wig REPRESENT■TIVE,, _A.zil ' • L�vM.YiEIaO ' . Our • representetiva.has **trained only the footing,'exce4ations•liated abdve, The results of ttlis ezarriinetion' valid • ' • for a perlod,ot'48 houfs changein the subprade conditions occurs, we should be promptly notified. Any loosened . Stills observed in foundation arias dug to'constructien activity or'raintall should be r !moved prior to concrete placement.: . COPY TO• 'G.An"/• Si • • • • )fPJ3u • Fi i14G5' • O p 3 F • 'ACS AV •.. A)r.L -• • 71 . • Z UQ u) WI W W`. W 0 g Q; Cy ; g. W . z �. uj O 0 1- W W` H U u 0 F— z ','FOOTING' EXCAVATION' ,'•• : ' N . . . . F IEI.O•CONDI.TIONS NOTED•'' • . ZilC.AVc1yio1 : A.. ' ' 'SQL *Ls • k1 sEO • AR.•4 P2rvlous • • F,On.... ' Sir.1G •A✓Irt% .• F 63 +O< C� " . ' Pcx.TE.D • &. sTEia g • • •• ... .LL'5 ' C , •SSO-'' F • -- Jc. AA. . .1`rI • >et- Aarr'r'1 �...) l • L f ` ' 1.e : , . . . 1-NA 1 • • 1.,034 MATEr-a■ i To j f_' .. • :+ ' ` Rf E% ti . Fr+ h. • .R un,a6 •..5.r66rnnoF . • Pam- •• . • • . 172/26/2001 11:1,3 FAX 425 821 4034 • ' NOTES:` • • DATE FOOTINGS EXAMINED •• AtXusi': ? >obCS ' • .. ' PROJECT'NAME;:, 1• F QJi!: t;l • CONTRACTOR: Tel 1,4 :..LET . • • _„.Zia) Psr AF.iarsr.,r_• • : cAPPg.,r„--r. SIGN 9E' , - 57 , __ e • 'TEFIRA ASSOCIATES REPRESENTATIVE TERRA ASSOCIATES • • • .ER RA ASSOCIATES ,� ,... ...,.7i. .. • • • ,. ♦ . 1..., . •i t . • DESCRIPTION OF FOOTINGS COVERED pYTI IiS •REPORT; • • • • • • # ' • PROJECT NO ' 1 S /5 -.2 • • c. r A..► PP.EVton .' FOOTING. EXCAVATIO •N • .PAO,IECT LOCATION • • i \AKr,!.1LA Wig REPRESENT■TIVE,, _A.zil ' • L�vM.YiEIaO ' . Our • representetiva.has **trained only the footing,'exce4ations•liated abdve, The results of ttlis ezarriinetion' valid • ' • for a perlod,ot'48 houfs changein the subprade conditions occurs, we should be promptly notified. Any loosened . Stills observed in foundation arias dug to'constructien activity or'raintall should be r !moved prior to concrete placement.: . COPY TO• 'G.An"/• Si • • • • )fPJ3u • Fi i14G5' • O p 3 F • 'ACS AV •.. A)r.L -• • 71 . • Z UQ u) WI W W`. W 0 g Q; Cy ; g. W . z �. uj O 0 1- W W` H U u 0 F— z • ' 02/26/2001 11:13 FAX 425 821 4 TERRA • ASSOC IATES • �l��rP•'�w`� ".'.4.. ; i;, ] ' TER RA. ASSOC IATES,• •Inc:' 4 `vi; ,' i1: s . a. ; t A fi S k i n , u �, • %Consultants iivCeptedhnical Engineering, Geology arid. • • ' Enyironmental Earth Sciences • • • • 12525 Willows Road; Suite 101., Kirkland, Washington 98034 • Phone' (425) 821 - 7777 • Fax (425).821-4334 • associates.com G4 013/015 • • • ' Mr, Bill Fowler • . 'Dujardin Development Company • P.O.•Box 1059 Snohomish, Washington ; 9829'1: Subject: Final Report • • • Eairthwbrk Observation and Testing. ' Fosterview Estates,, Lot 4. • Tukwila; Washington • Reference:' : Plan Fosterview•Estatcs, Lot 4, Terra 'Associate's, Ind:, dated April 24, 2000 Dear. Mr. Fowler: . • . • . • • As ' requested, we provided intermittent, earthwork observation and . testing 'services during grading and 'construction of foundations for Lot 4 of. Fosterview Estates in Tukwila. 'The purpose of our work was to verify • that the geotechnieal• engineering aspects of the•project w completed in accordance with recommendations' • outlined in the referenced plan •review letter, and'Icappler Architects! construction drawings. .. ' . Our services 'en* project consisted of observation and testing of the following elements: ' • Structural fill placement and compaction Foundation subgrades • • • ' February 26; 2001 •• • Projeot T- 1515 -2 • • ' Garage floor subgrades • •' • •Pavernent/driveway'subgrades ' Based on our field' observations. and test results; it is our opinion that earthwork and•foundation construction on . Lot 4 has been prepared in general a ccoidaiice••vvith project specifications and recommendations provided in tlta :• referenced plan review,•letter. Foundation subgrades observed by our firm' will provide• . .satisfactory support for . footings using a bearing capacity of 2,000.p ounds' per'square' foot (psf); We have enclosed a' copy of our field , memo dclineating,the foundation subecade•conditions noted during our•site visit. D Z . 1 53 z mss; 00 to O cow? CO IL' w 0 ; a ' N D% O . w Z of 2 U O N O t—i w ui F- O, w Z U N 0 Z - 02/28/2001 11:14 FAA 425. 821 4334 • Mr.• B•il1' Fgwler ' •February 26, 2001 . • TERRA ASSOCIATES • • • This woik was: perfornmed.arrd this letter was.prepaied specifically for•thc and•tlieir authorized riepresentatives:. . '•' • • • ' • ' ,' We trtist','the }nforriration present is suffcient'for your current needs. • additional'info'rmimatioh, please call'. ' • • • •incerely ^yours ' • • . .: .. TERRA ASSOCIATES, IN • BIVAB :ts E dol'r` "' ' Footiii vatt n � Examiriation Rep . cc: •1�+1r. John '•Kappler;•Kappler•Architects •• Se • • • use of .Dujardin• Development . Criipany If you =have; any questions or.iequitc Ij014/015 • 7 Project N'o? T- 1515 -2 • • Pagc.No. 2 • rammearrammeneenymmtssonsweva 1 U U to W W O, u. L Oi Vi O N= ,a Li .z V' - O$ uj O Z • • •.• - .:... . FOOTI,N::G EXCAVA'f.I O1, EXAM I N A T I O•N ,REPORT - DATE•FOOTINGS EXAMINED 'P\•I,LGt/S r 3, • 2' croo •• ' PROJECT NO. `' )' ' • ' F •' PROJECT LOCATION ^' U JlLA , . w / f� • ; ' FlO.JECT NaMEc , - • • ..h Q . • • 0I • CONTRA0R: •DJ`3'A30rn/. . •'' • • • • . • REPRESENTATIVE: Cl. ti2a .puHSTEab•. .DESCRIPTION OF FOOTING'S COVERED BY•THI'S REPORT:. . NOTE A �� � r � :.. i i U � O F' "V RC S J LT] • i Ts . • 1 rtki.. S' . (JOwo -, • TN AT 'Ti F•£ • 'S (1:6,9F Orr A4 . EX Pas 6f) I r) ' "rirf_ • 1✓oo-r1 or . L.:0, -b 4 - t\ rh OEQ .Fi?r- - r#I • Zeoo . PS • (34.: Ar2ir C prac:,rt '.• • • Our representative has examiner) only the footing excavations listed above: Tne results of thls,eiramiiatiun•are only valid for a•period'ot 48 hours. It any change in the eubgrade oonditions occurs, we should be promptly notified, Any loosened soils observed o ,, bseerved In foundation areas due viconstruet!on adtivity or rainlall should be removed odor to;concrete•placement. COPY TO: • .r/A.r l Stir) SIGNATURE . • . (10t -rA PrtrytPPtars . ' • . . TERRA ASSOCIATES REPRESENTATIVE ' m. 2 ' 00 y0 W = CO IL W 0 co tL =! = ' 0 ` Z F- V 0 1 O N O I u i H r- 0 . • Z F = 0 I Z F00TING EXCAVATION • • •RIELD.CONOITIONS NOTED ► • MPi� rD • • TEST£ • B,/ • • • . • .. ter. • • 'r 'F'JULA •j?:.. S A rr ' . •• . •• �.' , • . ' t` . ` • ' • • •.• - .:... . FOOTI,N::G EXCAVA'f.I O1, EXAM I N A T I O•N ,REPORT - DATE•FOOTINGS EXAMINED 'P\•I,LGt/S r 3, • 2' croo •• ' PROJECT NO. `' )' ' • ' F •' PROJECT LOCATION ^' U JlLA , . w / f� • ; ' FlO.JECT NaMEc , - • • ..h Q . • • 0I • CONTRA0R: •DJ`3'A30rn/. . •'' • • • • . • REPRESENTATIVE: Cl. ti2a .puHSTEab•. .DESCRIPTION OF FOOTING'S COVERED BY•THI'S REPORT:. . NOTE A �� � r � :.. i i U � O F' "V RC S J LT] • i Ts . • 1 rtki.. S' . (JOwo -, • TN AT 'Ti F•£ • 'S (1:6,9F Orr A4 . EX Pas 6f) I r) ' "rirf_ • 1✓oo-r1 or . L.:0, -b 4 - t\ rh OEQ .Fi?r- - r#I • Zeoo . PS • (34.: Ar2ir C prac:,rt '.• • • Our representative has examiner) only the footing excavations listed above: Tne results of thls,eiramiiatiun•are only valid for a•period'ot 48 hours. It any change in the eubgrade oonditions occurs, we should be promptly notified, Any loosened soils observed o ,, bseerved In foundation areas due viconstruet!on adtivity or rainlall should be removed odor to;concrete•placement. COPY TO: • .r/A.r l Stir) SIGNATURE . • . (10t -rA PrtrytPPtars . ' • . . TERRA ASSOCIATES REPRESENTATIVE ' m. 2 ' 00 y0 W = CO IL W 0 co tL =! = ' 0 ` Z F- V 0 1 O N O I u i H r- 0 . • Z F = 0 I Z July 19, 2000 John Kappler Kappler Architects 14311 SE 16th Street Bellevue, WA 98007 City of Tukwila Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number D2000 -174 Fosterview Estates — Lot 3 4202 South 137th Street Dear Mr. Kappler: Steven M. Mullet, Mayor This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, the Building Division, Fire Department and Planning Division 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, Ha- Brenda Holt Permit Coordinator encl xc: File No. D2000 -174 6300 Southcenter Boulevard, Suite /1 /00 • Tukwila, Washington 98188 • Phone: 206 - 431.3670 • Fax: 206.43/ -3665 .ir.....t 1.7,;“:Atu,.14at:L4 , ,04:4.611 Revision • I No.. Date I Received Staff Initials Date Issued . ''Staff Initials I 1 ,,,5 7- Ci ( drit Summary of Revision: ..—....0111 Received By: . . • . Received ' k , _ _N ' Revision No. Date Received Staff 1 Initials Date Issued Staff 1 Initials I I I Summary of Revision: Received By: Received By: . . Revision No. Date Received Staff Initials Date 1 Staff - Issued 1 Initials 1 I Summary of Revision: Received By: PROJECT NAME: ki-AZ:r„.!ov.,,!...:1 Site Address: , REVISION LOG PERM NO:. / "( Original Issue Date: _ cS 3>g r ease print) Revision No. Date Received Staff I Initials Date Issued Staff Initials Summary of Revision: Received By: (please print) Revision I No. Date Received Staff I Initials Date Issued Staff Initials Summary of Revision: Received By: (please print) please prin please prin IM ErgeffeEMZEICrwrfirProtitanwone rpm rproppiv.irmsrmletitsvorPeMontrawaywomworitmovwxr, vo vAWNW$AVM•gf&VIMMIXtVitV I K•WAIOOMMIONVICraMMIrett)1,41N ACTIVITY NUMBER: D2000 -174 PROJECT NAME: FOSTERVIEW ESTATES LOT 3 SITE ADDRESS: 4202 S 137 ST XX Original Plan Submittal Response to Correction Letter # DEPARTMENTS: Building Division pigrzventio(r4circi 6- 11v-o° Public Wqr erg Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Complete TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved with Conditions n CORRECTION DETERMINATION: Approved n Approved with Conditions n REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 Structural Review Required n Revision # PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP DATE: 6 -1 -2000 Response to Incomplete Letter # After Permit Is Issued Planning Division 1. 6.6.ab Permit Coordinator DUE DATE: 6 -6 -2000 Not Applicable ❑ Comments: No further Review Required SUITE # ■ ■ DATE: DUE DATE: 7 -4 -2000 n REVIEWER'$ INITIAL$t �� D� 1-14-06 ATE: Ali 11 Not Approved (attach comments) P DUE DATE Not Approved (attach comments) DATE: PERMIT NO.: - D))000 17 Li BUILDING PERMITS 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 00090 Resteel 00095 Footing Drains 00100 Foundation Footings 00200 Foundation Walls 00250 Foundation Insulation ❑ 00300 Concrete Slab /Slab Insulation 00350 Crawl Space 00400 Shear Wall Nailing 00450 Plywood Wall Sheathing fit 00500 Roof Sheathing Nailing E' 00525 Plywood Deck Nailing rir 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney 00610 Chimney Installation/All Types 00700 Framing 00750 Roof /Ceiling Insulation 00800 Floor Insulation 00801 Wall Insulation 00802 Exterior Roof Insulation 00803 Glazing Inspection IDE 00815 Lighting and Controls ❑ _ 00900 Suspended Ceiling 01000 Interior Wallboard Fastening 01001 Exterior Wallboard Fastening ❑ 01110 Pre -Move Inspection ❑ 01115 Motor Inspection ❑ 01120 Pre -Demo 1140 Pre - reroof 01400 Final -Fire 01700 Final - Building 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: II r ) G6' t,S Lri 3 CONDITIONS 0001 No changes to plans unless approved by Bldg Div ❑ 0010 Special inspection required, notify Bldg Div ❑ 0011 Special inspector shall submit final signed report ❑ 0012 New ceiling grid & light fixture shall meet lateral bracing ❑ 0013 Partition walls attached to ceiling grid ❑ 0014 Readily accessible access to roof mounted equipment 0015 Engineered truss drawings & calcs shall be on site 0016 Exposed insulation backing material ❑ 0017 Subgrade preparation including drainage, excavation o 0018 Statement from roofing contractor verifying fire retardant class of roof .0019 All construction to be done in conformance w /approved plans ❑ "No work shall be done in addition to those modifications..." 0002 Plumbing permits shall be obtained through King Co ❑ 0020 Structural observation shall be provided for this project ❑ 0021 All food preparation establishments must have King Co ❑ 0022 Fire retardant treated wood shall have flame spread of 0023 Notify Building Division prior to placing any concrete ❑ 0024 All spray applied fireproofing shall be special inspected a" 0025 All wood to remain in placed concrete shall be treated ❑ 0026 All structural masonry shall be special inspected X 0027 Validity of Permit p 0028 Rack storage requires separate pennit ' . 0003 Electrical permits obtained through L & I '0030 No occupancy of building until final insp by Bldg Div ❑ 0032 Remove all weeds, concrete, stone foundations, flat concrete ❑ 0036 Manufacturers installation instructions required on site ❑ "BTU maximum allowed per 1997 WA State Energy Code" ❑ 0035 Contact PW Div to obtain insp for water /sewer connect ❑ 0038 A C of 0 will be required for this permit ❑ 0039 Final approval for all 1'I w /in the limits of the SC Mall '0004 All mechanical work shall be under separate permit ❑ 0040 All construction noise to be in compliance with 8.2 TMC ❑ 0041 Ventilation is required for all new rooms & spaces 0005 All permits, insp records & approved plans available 0006 All structural concrete shall be special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co" D "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" ❑ 0007 All structural welding shall be done by WABO certified inspector ❑ 0008 All high- strength bolting shall be special inspected O 0009 Bolts installed in concrete shall be special inspected ❑ 0031 Comply with requirements of TMC 16.04 ❑ 0034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "Fuel burning appliances ❑ "Appliances, which generate...." ❑ "Water heater shall be anchored...." ❑ " Reroot" • Plan Reviewer: Permit Tech: IA) E Date: 69-16,- 00 Date: / *I:7 00 ACTIVITY NUMBER: D2000 -174 DATE: 7 -19 -2000 PROJECT NAME: FOSTERVIEW ESTATES LOT 3 SITE ADDRESS: 4202 S 137 ST Original Plan Submittal Response to Incomplete Letter # XX Response to Correction, Letter # 1 Revision # — After Permit Is Issued DEPARTMENTS: Building Division P I' lrGt%� grks ��� Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 7- 25-2000 Complete Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: \PRROUTE.DOC 5/99 • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Incomplete ri Structural Review Required Approved with Conditions n Permit Coordinator n Planning Division Not Applicable No further Review Required DUE DATE: 8-22-00 n DATE: Not Approved (attach comments) ri ACTIVITY NUMBER D2000 - 174 PROJECT NAME: FOSTERVIEW ESTATES LOT 3 SITE ADDRESS: 4202 S 137 ST SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 AFTER Permit Is Issued DATE: 05 -18 -01 DEPARTMENTS: Build' g Division `n IN& Public Works .f1 1.--/ t DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Approved Approved YMUlol111.DOC CORRECTION DETERMINATION: PLAN REVIEW /ROUTING SLIP Fire Prevention 5, -Or Structural Incomplete APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions n n Plan n ni g Division -Z/- Permit Coordinator n DUE DATE: 05 -22 -01 Not Applicable n Comments: TUES /THURS ROUT G: Please Route Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE 06-19 -01 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: ELI COORD COPY DUE DATE DATE: • ACTIVITY NUMBER: D2000 -174 DATE: 7 -19 -2000 PROJECT NAME: FOSTERVIEW ESTATES LOT 3 l/ SITE ADDRESS: 4202 S 137 ST Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter # 1 Revision # _ After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete Please Route Approved Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP n ■ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Comments: TUES /THURS ROUTING: REVIEWER'S INITIALS: d A / IN REVIEWER'S INITIALS: Fire Prevention Structural Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions CORRECTION DETERMINATION: Approved with Conditions REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 7 -25 -2000 Incomplete n Not Applicable No further Review Required DATE: 1' ^ a DUE DATE: 8 -22-00 Not Approved (attach comments) DATE: - 1/q Not Approved (attach comments) JUL 2 5 2000 TUKV\''LA PUBLIC WORKS, n u n DUE DATE DAhrCEIVED— DEPARTMENTS: Building Division Public Works \PRROUTE.DOC 5/99 TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D2000 -174 DATE: 6 -1 -2000 PROJECT NAME: FOSTERVIEW ESTATES LOT 3 SITE ADDRESS: 4202 S 137 ST SUITE # XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Comments: Complete / ' . Incomplete Structural Review Required Fire Prevention Structural APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with on Jitions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: n n DATE: Planning Division Permit Coordinator DUE DATE: 6-6-2000 Not Applicable n No further Revie Re uired DATE: b be.) DUE DATE: 7 -4 -2000 Not Approved (attach comments) n DUE DATE Not Approved (attach comments) DATE: ACTIVITY NUMBER: D2000 -174 PROJECT NAME: FOSTERVIEW ESTATES LOT 3 SITE ADDRESS: 4202 S 137 ST DATE: 6 -1 -2000 SUITE # XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # _ After Permit Is Issued DEPARTMENTS: Building Division Public Works TUES /THURS ROUTING: Please Route \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP U REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) 1.0 Ir..I.L4EZZOSIZZCIVEIMMEW Fire Prevention Structural Structural Review Required n Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 6 -6 -2000 Complete n Incomplete n Not Applicable Li Comments: No further Review Required C DATE: DUE DATE: 7- 4-2000 Approved I A roved with Conditions % Not Approved (attach comments) ❑ REVIEWER'S INITIALS: 5(6 DATE: IF? f O 1 lib CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions REVIEWER'S INITIALS: Not Approved (attach comments) DATE: DEPARTMENTS: Building Division Public Works Complete TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D2000 -174 DATE: 6 -1 -2000 PROJECT NAME: FOSTERVIEW ESTATES LOT 3 SITE ADDRESS: 4202 S 137 ST SUITE # XX Original Plan Submittal Response to Incomplete Letter # Response to. Correction Letter # Revision # After Permit Is Issued n n n Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n Not Applicable ❑ Comments: Structural Review Required APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 7 -4 -2000 Approved n Approved with Conditions I I Not Approved (attach comments) n n Planning Division ❑ Permit Coordinator No further Review Required DATE: (4/7wv n DUE DATE: 6-6 -2000 REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Please Route ACTIVITY NUMBER: D2000 -174 PROJECT NAME: FOSTERVIEW ESTATES LOT 3 SITE ADDRESS: 4202 S 137 ST DATE: 6 -1 -2000 SUITE # XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # .After Permit Is Issued. DEPARTMENTS: Building Division Public Works REVIEWER'S IN \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP TUES /THURS ROUTING; REVIEWER'S INITIALS: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n ,�,, // / Incomplete Comments: /Vu C� r F, Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions C-, JUN 0 6 2000 TUKWILA PUBLIC WORKS C C Planning Division ❑ Permit Coordinator C DUE DATE: 6-6-2000 Not pplicable V Pea No further Review Required DATE: 6 — 5- —c9d DUE DATE: 7 -4 -2000 Not Approved (attach comments) DATE: 7/ 1 9/2-&v CORRECTION DETERMINATION: DUE DATE Approved C Approved with Conditions Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: RECE:IVE=f z u U : U 0 : CO W W CO LL. w O . u- fa a = W H I. z � z� U O - 0 H W w ' LU 0 H H ': O z PUBLIC WORKS PROJECT REVIEW COMMENTS Project Name: 057 (Jl &) Location: File #: Action: Date: Reviewed By: L0f5 / a-d 3 .b 2000 -151 b20oo - /5,2 L 2 oo -1 5 de4'e4 101 .2o0 oy/i l Q, (2a) 6 /3 ? - 79 PRIOR HISTORY AND CORRESPONDENCE FRANCHISE UTILITY COORDINATION CODE REQUIREMENTS COMP PLAN CIP OVERLAY PROGRAM MISC. STUDIES MAINTENANCE NEEDS RFA WD125 VAL -VUE PW STANDARDS PRE -APP PROBLEM AREAS R -e- e4 at 't sae. s lux M ee ' ki k 'Pk) 34 Fl ex-e. - 4 ¥ , j „ j-32.ei5 ix.r , a_k-/ g q'/ , p ivi'Je. ork e�G ,tot, Ph) negds r is O eL cam- s o /a& a- /K d2a4 SITE ADDRESS ACTIVITY NUMBER D2000 -174 PROJECT NAME; ' FOSTERVI EW ESTATES LOT 3 Original Plan Submittal 4202 S 137T ST SUITE NO: DATE: 05 -18 -01 Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n Incomplete n Not Applicable Comments: to I5 44,A, 8 TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: 'HROUIL DOC srri PLAN REVIEW /ROUTING SLIP Fire Prevention Structural ❑ Structural Review Required APPROVALS OR CORRECTIONS: (ten days) n Permit Coordinator Planning Division DUE DATE: 05 -22-01 No further Review Required DATE: S(n! l DUE DATE 06 -19-01 Approved ❑ Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved ❑ Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER D2000 -174 PROJECT NAME: FOSTERVIEW ESTATES LOT 3 4202 S 137T ST SUITE NO: DATE. 05 -18 -01 Original Plan Submittal. Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Incomplete ❑ Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved YMIQOUIt.DOC fnr, PLAN REVIEW /ROUTING SLIP ❑ ❑ Fire Prevention Structural Structural Review Required /4-7 Approved with Conditions CORRECTION DETERMINATION: Approved ❑ Approved with Conditions REVIEWER'S INITIALS: .IP.a.Rw, k.W.itots a+r:.m t.:..r+nK,+...y,.,... • Q n n Planning Division Permit Coordinator n n DUE DATE: 05-22-01 Not Applicable n No further Review Required ,,.1fRr DATE: . 2 /vl DUE DATE 06 -19 -01 Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) n DATE: re 00. mu) • w O, g Q co a = W ` I- O W H: D: ! O � -o la la P. 11 z' --- = j O~ ' z DEPARTMENTS: Building Division Public Works Complete E Comments: V'RROIIII.DOC L'rl n PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D2000 -174 DATE. 05 -18 -01 PROJECT NAME: FOSTERVIEW ESTATES LOT 3 SITE ADDRESS: 4202 S 137 ST SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 AFTER Permit Is Issued DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES /THURS ROUTING: Please Route ri Structural Review Required REVIEWER'S INITIALS: 1J 1=1 APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: Approved ri Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Incomplete n Not Applicable Fire Prevention n Planning Division Structural n Permit Coordinator No further Review Required DATE: 5/ZZ DUE DATE 06-19-01 n DUE DATE: 05 -22-01 '4 DUE DATE � W 0 o w 0 cow w J co 8 = d ' w o . w ui o . co w W ' I U' H . • t O w Z .. co H- O z PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D2000 -174 PROJECT NAME: FOSTERVIEW ESTATES LOT 3 SITE ADDRESS: 4202 5137T ST SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response'to Correction Letter # X Revision # AFTER Permit Is Issued DATE: 05 -18 -01 DEPARTMENTS: Building Division Public Works p Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n Incomplete Comments: TUES /THURS ROUTING: Please Route I Structural Review Required REVIEWER'S INIT 40111141k. APPROVALS OR CORRECTIONS: (ten days) REVIEWER'S INITIALS: J YMIXO111I.000 5199 Fire Prevention n n Planning Division Permit Coordinator DUE DATE: 05 -22 -01 Not Applicable n No further Review Required DATE: Ca ti DUE DATE 06-19-01 Approved Approved with Conditions Not Approved (attach comments) DATE: 9C /2G /D/ CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: HAY z 2 2001 z w w + 0 O 00 . (ow . wo gQ d I- - � �Z 0 .. uj D p 1 n: 0 I- T w ' U u - O ti F Z City of Tukwila Department of Community Development Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 110° Response to Incomplete Letter # Response to Correction Letter # J Revision # after Permit is Issued Plan Check/Permit Number: tet-A) eix>t&S Project Name: Project Address: ' 1o 2 r )t TVA t Contact Person: G PI �l Phone Number: pwou 114- Summary of Revision: L i V �/" �S f�Pr� 1 gQ ) c - ° 7 ` I - vr� Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision kfltV Received at the City of Tukwila Permit Center by: Entered in Sierra on 1 1 - ka -w John W. Rants, Mayor _125_icgLa 06/29/99 CIT E r OF ' IK WILq JU L 1 9 2000 frERMIT CENTER e 100 • Tukwll Washington 98188 • (201411:367 • Fax (206) 431-3665 ❑ Response to Incomplete Letter t ❑ Response to Correction JR-S. Revision m L after Permit is Issued 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: 5" /(, - o f Plan Check/Permit Number: D20 ' - l 74 Project Name: /q257 41- e-) APiles /0/ 3 Project Address: 4202 S 1 37TH Sr Contact Person: Phone Number: Summary of Revision: CANDSLAP6 14,IAL4L Aooeo ? y,4er a Sheet Number(s): P2.4 "Cloud" or highlight all areas of revision including date of revision Receiv d at the City of Tukwila Permit Center by: Entered in Sierra on 08/30/00 re Q: ;. W O' a. p F. LLI G 1 W W w Z: 1 H i' O Z City of Tukwila Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief Fire Department Review Control #D2000 -174 (510) Re: Fosterview Estates - Lot 3 - 4202 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 June 8, 2000 z CC 2 N u W N u.'. uJ O g u. < NF ., H =, z � 0 P Ili ac 3 0 N f 0 H w F u. i ii z opi 0 i." z City Of Tukt Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief Page number 2 Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 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, 510 The Tukwila Fire Prevention Bureau cc: TFD file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206.575 4404 • Fax: 206 - 5754439 z w co =1 V w 0' J' in 3 z 0 z � co C �t O 0 F w W U. O . 1i 1 Z ' Lo H z Part A: (To Be Completed by Applicant) Purpose of Certificate: i Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: 11 Residential Single Family ❑ Residential Multi- Family ❑ Commercial ❑ Other Applicants Name: or Avchl 4° 5 Phone: has t i f 432,t, . Property Address or Approximate Location: ya0 2- &IA /37 C 34- Legal Description(Attach Map and Legal Description if necessary): l (25 v iie.lx) CS 1751 /CS LP T ti 0 3 104 r 0 .v oPoo . -003c Part B: (To Be Completed by Sewer Agency) 1. a. Sewer Service will be provided by side sewer connection only to an existing (v " size sewer ,K feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: Cm, ❑ (1) feet of sewer trunk or lateral to reach the site; and /or of rDKW � L,q ❑ (2) the construction of a collection system on the site; and /or JUN ' l 2000 ❑ (3) other (describe): PERMIT covrefi 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: $ 660'11) 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 her fro By ['WORKING TOWARD A BETTER ENVIRONMENT ____ F L, ‘, SEWER DISTRICT 14816 Military Road South P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242.3236 Fax: (206) 242 -1527 M Certificate of Sewer Availability H -il CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY OR 0 Certificate of Sewer Non - Availability rtify that the above sewer agency information is true. This certification shall be valid for one year ate of signatu r / �' » r J 9 / / // d/7. v I itle Date 74: i:` c ' nmsTr,. ro, N; w anvwaa�* w, i.gt! Z -W U0 coo coui J H CD u- W0 CO Z C1 � F- 1— 0 Z F— CU W U Cs O N f - 1 1 1 . V H ~ LL rii Z = I= z Ozoczo- WI a CITY OF jKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431-3670 • Certificate of Water Availability I PROJECT #: Fe€71e-r. Vie") 6544,40 Required only if outside City of Tukwila water utility district) PART A: (To be completed by applicant) Site Address (Attach map and Legal Description showing hydrant location and size_p_firnain) Sot1\_, Loi 3 Name: Lk- Address: Name: Address: Phone: 4 :S (pt4 I -53:90 Phone: 1.4-as - 554 -6Ot2, This certificate is for the purposes of: Residential Building Permit Commercial/Industrial Building Permit • Preliminary Plat • Rezone RECEIVED ' CITY OF TUKWIL/ Short Subdivision Other JUN - 1 2000 Estimated number of A J2- 44 service connections and meter size(s): ,1)r CENTER /3)( 3 )4" Vehicular distance from nearest hydrant to the closest point of structure ft. Area is served by (Water utility district): IC.4rn 0..cwier-1- Warty" Di-e- Ro. tas Date: Owner/Agent Signature: s _ I MU 5 . C76 4 PART B: (To be completed by water utility district) The proposed project is located within "Talat4 k k. (City/County) The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: (Use separate sheet if more room is needed) Based upon the improvements listed above, water can be provided and will be available at the site with a flow of 3oct 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 Lt./ 12 it ID 2<" Agency/Phone 7 0C Date PART C: (To be completed by governing jurisdiction) Water Availability: CI Acceptable service can be provided to this project 0 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 WTI? A VA IT nor A/S/OA z z w rx 2 6 0 0 w W -i i- LU 0 2 g < I-w I (03 I-0 zi- w w • 0) O — O I- c L I 0 uj co z Detach And Display Certificate Detach And Display Certificate F625.052.00018/97) 1_ DETACH TO DISPLAY CEP' .CATE_I' PLEASE DETACH AND SIGN CERTIFICATE BEFORE PLACING IN BILLFOLD . rn' I nndManrn II./ II./ 1 nun 40,11 F 4 REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. #• EXP. DATE. CCOI DUJARD *204L0 12/16/2000 EFFECTIVE ' DATE . 06/20/1980 DUJARDIN- DEVELOPMENT CO PO' BOX - 1059 SNOHOMISH WA. 98291 -1059 Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIES 0625. 052.000 (8/97) DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL. y' i✓r , w 1 j REGIST. -:.# EXP O DATE';: CCOI . FY DUJARD, *204T0=71 2./16/2,000 ° . a s I 06/2.0 19;,8 ann1::�"t.. 1 �,:..:�:cti#,t.ra "�+l. ,�tnEi 't��tu,•..:� .1:u.•ii.sa `DUJARDIN`DEVELOPMENT CO. PO BOX 1059 SNOHOMISH WA. 98291 -1059 Please Remove And Sign Identification Card Before Placing In Billfold ✓%/ / /ii %!i % / /ii // /l /i / % / / / % % / %i //r // i/// / / /�i / / /! / / /ii %lil / /l / /ii/ / % /ii %Ili % / /ice /N' / / / / / / / /i /%% l///// �l%//////// l// /l / / / // / / /li % / / /i /� / /% / / /l /� //, F625 -052.000 (3.82) _ � FOSTERVIEW, TUKWILA WA DUJARDIN DEVELOPMENT COMPANY PERMIT SUBMITTAL DOCUMENTS LOT 03 ADDRESS 4202 SOUTH 137TH STREET TAX PARCEL I.U. #: 261200-0030 OWNER / DEVELOPER DEVELOPER - DUJARDIN 9823 - 32ND ST. SE. EVERETT WA 98026 425-743-8140 CONTACT - BILL FOWLER CONSULTANTS CIVIL - ERIC TIETZE & ASSOC. 18530 76TH AVE W. SLATE B EDMONDS WA 98026 425-771-6212 FAX 425-775-0236 CONTACT - ERIC TIETZE 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 - JAMIESON CONSULTING 901 KIRKLAND AVE STE B-1 KIRKLAND WA 98033 425-303-2581 FAX 425-803-3289 CONTACT - DOUG JAMIESON LANDSCAPE - ALI 12119 104TH AVE N.E KIRKLAND WA 98034 425-823-9400 CONTACT - JORGE ANGULO SHE PLAT -ARCHITECTURAL PLANS FIN 4 of 4 APPROVED PLAT DRAWING PLO MASTER HOME DEVELOPMENT PLAN P1.1 PHASE A - HOME DEVELOPMENT PLAN PIS PL6 MASTER ARCHITECTURAL GRADING PLAN PLAT GRADING COMPARISONS FINAL GRADES FOR PLAT APPROVAL vs. FINAL GRADES FOR LOT BUILD OUT ARCHITECTURAL SITE PLANS - LOT 3 - 7 P2.1 P6.1 SITE SPECIFIC SECTIONS - LOT I - 4 & 17 PRO SITE SPECIFIC FOUNDATION DETAILS FOR LOT 03 L ENGINEER C-8 FOSTERVT W ESTATES AI •--- C-12 AS - BUILT SEWER PLAN FOSTERVIEW ESTATES C-13 AS - BUILT - WATER EXTENTION PLAN ARCHITECTURAL HOME PLANS (FROM BASE PLAN # B2000.058) ARCHITECTURAL COVERSHEET CODE NOTES FOUNDATION & MAIN FLOOR FRAMING PLAN MAIN FLOOR PLAN UPPER FLOOR FRAMING PLAN UPPER FLOOR PLAN UPPER ROOF FRAMING PLAN ELEVATIONS & BUILDING SECTIONS STANDARD DETAILS STANDARD DETAILS LATERAL DETAILS LATERAL DETAILS LATERAL WALL SCHEDULE AL Al Al A4. AS. M. A7. DL D2. SL S2. S3. 2 00 00o vsw 1 7 ( . 1 WILDING DIVISION ciTy 02 TUKWILA EPARATE PEPiNiT REQUIRED FOR XIECHANICAL gr—ECTRICAL Etiey,misiNa PiPiNG APPROVAL OF TUKWILA BUILDING DIVISION. THE SCOPE OF WORK WITHOUT NOTE: PEVISIONS WIU. REQUIRE A NEW PUN SUBMITTAL NO CHANGES SHALL BE MAD. TO REVISIONS - RSE, 01%, ,`,:er, L 2 7 ?jr- „. „.„ 04 z wrn oo 0.0 AND MAY INCLUDE ADDITIONAL PLAN REVIEW FEES. FILE COPY I understand that the Plan C:heck approve, are suhiect to errers and onhss,ons and app piaci; does not author o ace adopted code or orchnacce of coo tl aCtOr'S C • • By A • 0 Dhle These plans have bach revIewhil by the PIM,' Works Department for conformance with current City standards. Acceptance is subjec', end omissions which do not authorize adopted standards or ordinances. for the adequacy of the design rest:, tu - • designer. Additions, deletions or revs..:. _ . drawings after this date will void the acc,,,ence. and will require a resubmIltal at revised C.,wings for subsequent approval Final acceptance Is subject to field inspection by tto Public Works utilities Inspector. '1) Bata: By: trw.— t CORRECPON LTRA__A—. REOgivED CRY OF TUKWILA PERMIT CENTER 12000- /7 z COVER SHEET I� AREA LOT 1 LOT 3 LOT4 LOT LOT.6 LOT 8. LOT 9 LOT 1D LOT 11 LOT 12 LOT 13 LOT 15 LOT 16 LOT 17 LOT18 LOT 19 LOT .20. PHASE LOT 3T . LOT 32 8 LOT 4.1 LOT 34 LOT -35: LOT 9 LO€ 37:. LO T'38' LOT 39 10 LOT-40 CONDITIONS 1. CONSTRUCTION OF INDIWDUAL HOMES INCLUDING THEIR FOOTWGS FOUNDATIONS, ETC. _ MUST BE ACCOMPLISHED IN ACCORDANCE WITH THE - -APPROVED NOISE DEV£LOPMENT'PLAN. . 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 'RE CEOIECHA9CA.L RECOMMENDATIONS OF TERRA ASSOOATES OR ANOTHER C17Y'APPROt1ED GEOTECHNICAL- ENGINEERING FIRM. 4. THEE GEOTECHNICAL RECOMMENDATION& ARE . BE RVWIDED AS PART OF THE SUBMITTAL FOR EACH OF THE $ING1E FAf.491 Y HOME PE .6TS; ON A LOT BY LOT BASIS GROUPED IN CONSTRUCTION PHASES. THESE RECOMMENDATIONS ARP TO INr1180.E C CS 1:'OR: A. TEMPORARY EXCAVATION RECOMMENDATIONS BY PHASE 70 ALLOW FOR THE IMPLEMENTATION OF HOUSE FOOTINGS, FOUNDATIONS AND SLABS. T. CONSTRUCTION AREA AND PHASE MITIGATION 6'EASLIRESFOR SO18. STABILITY AND EROSION CONTROL BEFORE AND DURING HOUSE - COVSTRUCTION. GEOTECHNICAL REQUIREMENTS NEEDED 'TO ALLOW THE IMPLEMENTATION OF THE NEXT HOUSE CONSTRUCTION PHASE 5, CONSTRUCTION, DESIGN PERIMETIIRS ON A LOT BY LOT BASIS E. - FOR LOTS 21 THROUGH 34, THE UNSUITABLE FKI. MATERIAL SHALL BE OVER EXCAVATED DURING CONSTRUCTION OF FOUNOATIONS FOOTINGS, AND FLOOR SLABS. ADDITIONALLY, THERE WSJ BE LIMITED EXCAVATION AND REMOVAL OF' THE UNS"WTABL.E SOIL DURING DRIVEWAY CONSTRUCTION. '. F. FOR LOTS 35 THROUGH 40, THE SLOPE FOR THE 'UPPER PORTION` (SOUTH END) OF EACH LOT WILL SE FLATTENED DURING LOT OEVEL TO AO-SEvE AN ISE SIATTON' OF 1. ANOTHER ACCEPTABLE OPNON IS TO PROVIDE A CANTILEVERED' CONCRETE OR MECHANICALLY STABILIZED EARTH RETAINING_ WALL. LOWER PORTIONS (NORTH END) OF THE LOTS TILL HAW THEIR SLOPE PROBLEMS CORRECTED DURING LOT OEWcLOPMENT. 6. THE APPLICANT IS TO INCLUDE;' AS PART THEIR SINGLE FAMILY HOME PERMIT, THESE GEOTECHNICAL RECOMMENDATIONS AS WELL AS A it 1 ltR 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. PRELIMINARY PLAT NO. L93 -0014 FINAL PLAT NO. L99 -0018 DURING CONSTRUCTION' THE GEOTECHNICAL ENGINEER IS TO OBSERV0. 114E IkIrAEM ENTATION.OF THE HOUSE DEVELOPMENT PLAN. FIELD REPORTS ARE TO BE`SUI3MITTED 10 7HE'CITY AND TO INCLUDE.' TEMPORARY EXCAVATIONS FOR CONSTRUCTION PHASES AND MITIGATION IMPLEMENTATIONS OF FOOTINGS FOUNDATIONS, RETAINING WALLS AND ; FLOOR SLAB , AND DRIVEWAY PLACEMENT ACCORDING TO THE GEOTEOINICAL RECOMMENDATIONS C- BACK FILL AND .` PREPARATION OF IMPL MENTA TO A ADJACENT CONSTRUCTION PHASES ACCORDING TO THE GEOTECHNICAL a IT4E GEOTECHNICAL ENGINEER IS TO PRONDE CERTIFICAnp'b ON v LOT BY LOT BASIS THAT WE WORK HAS BEEN ACCOMPUSHE.O tN ACCORDANCE WITH THE GEOTECHNICAL RECOMMENDATIONS EACH OMER TN ITS PURCHASE CF A LOT, HEREBY ACKNOWLEDGES THAT THE PLAT OF FOSTERWEW'.ESTATES AS 'APPROVED BY THE :CITY OF TUKI9ILA _CONTAINS AREAS CONSISTING OF STEEP SLOPES. EACH OWINER HEREBY RELEASES - THE TIRWTLA AND 'TT OFFICERSS ACTS AND EMPLOYEES > F OU ALL CLAIMS, ACTIONS, CAUSES OF ACTION, COSTS, ATTORNEY AND EXPERTS FEES OR PROPERTY DAMAGE - ARISING FROM THE PRESENCE'OF' SLOPES- •WITHIN" THE; PLAT:: PROVIDED.- THAT THIS RELEASE SHALL-NOT APPLY TO CLAIMS ACTIONS CAUSES OF ACTION, COSTS ATTORNEYS' AND EXPERTS' FEES AND PROPERTY DAMAGE RESULTk1G I :ROM DIE SOLE OR CONTRIBUTORY NEGLIGENCE OF THE CITY OF TUKWTYA ITS O F 0E/IS, AGENTS AND EMPLOYEES. ur'L17 / • riAazagAirvi P.M. 124 1--OlI EASEMENT G RANTS To SEATTLE >_(HEPEAFTER REFERRED TO AS GRANTEE),-.11S- SUCCESSORS 8N0 ASSIONS2 THE. RIGHT PRINLE( E AND AUTORITY' INSTALL, - CONSTRUCT,: ERECT,, ALTER. JRIPRO REPAIR, - ENERGIZE .OPERATE MAINTAIN ELECTRIC UNDERGROUND DISTRIRUnOG FACpJTTES TRANSFORMERS` OtilCTS VALETS, MANHOLES ,CABINETS CONTAINERS 'CONDUITS, WIRES`AND'OTHERNECESSARY OR CONV©8E1V'T APPURTENANCES 70 MAKE SAID UNDERGROUND AN INTEGRATED ELECTRIC. SYSTEM. ALL MUCH ELECTRIC SYSTEM IS TO BE LOCATED ACROSS; OVER. UPON AND'UNDER THE FOLLOWING DESCRIBED LANDS AND PREMISES 'SITUATED IN THE COUNTY OF KING STATE OF WASHINGTON, TO ivI€ THOSE AREAS „HEREIN NATHAN' THE PLAT' OF FOSTENVIEW ESTATES DESIGNATED AS tJIUTY" EASEMENTS AND /OR ACCESS AND UTILITY. EASEMENTS" T06E7HER 86711 TTIE,RIGHT AT ALL TIMES TO THE GRANTEE; I SUCCESSORS AND ASSIGNS OF: INGRESS; TO AND EGRESS FROM SAID LANDS A ADJACENT LANAIS ABUTTING ,THE'DESCRIBED EASEMENT AREA FOR THE PURPOSE OF INSTALLING, CLRSTRU.CTING, RECCNSIRUCTING REPAIRING, ,REVESING`ALIERING,' CHANCING; PAIROLUNG,- ENERGIZING AND OPERATING SAID; ELEC TRIC SYSTEM, AND THE RIGHT AT ANY TIME TO REMOVE ALL -OR" ANY PART'OF: SAID ELECTRIC SYSTEM FROM SAID` LANDS. • ALSO THE RIGHT IO. T GRANTEE, ITS. SUCCESSORS AND ASSIGNS, AT ALL TIMES TO CUT AND TRIM BRUSH, TREES OR OTHER PLANTS STANDING OR GROWING RIPON SAID LANDS -OR ADJACENT LANDS - WHICH, 1N THE OPINION OF THE GRANTEE INTERF1'RE "ATM THE MAINTENANCE OR'OP. ERAION OF 7NE SYSTEM, OR CONSTITUTE 5 MENACE OR DANGER TO SAID ELECTRIC IT IS FURTHERS, COVEIVANTEI1 AND AGREED THAT NO STRUCTURE OR FIRE HAZARDS WNCL BE ERECTED OR PERMITTED !'.",THIN THE ABOVE < DE?!BED EASEMENT AREA WITHOUT PRIOR WRITTEN' APPROVAL FROM THE GRANTEE, ITS 'SUCCESSORS AND ASSIGNS THAT NO DIGGING'INLL BE DONE OR PERMITTED WITHIN THE EASEMENT AREA WHICH WILL IN ANY MANNER DISTIJRB THE FAGU.TTES OR THEIR SOLIDITY` OR UNEARTH ANY PORTION THEREOF: AND 711AT NO BLASTING OR DISCHARGE OF ANY EXPLOSIVES WILL BE PERMITTED WITHIN FIFTY (50) FEET OF SAID LINES AND APPURTENANCES THE CITY OF SEATTLE IS TO BE RESPONSIBLE, AS PROVIDED BY LAW, FOR ANY.DAMAGEE 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 SHALLOrHER6.SE PERMANENTLY ABANDON SAID ELECTRIC SYSTEM, AT WHICH TIME ALL SUCH RiGHT5 TITLE, PRIVILEGES AND AUTHORITY HEREBY GRANTED SHALL TERMINA7E. OPEN SPACE EAS Mg1r LINE TABU' OPEN SPACE JUSIDIEEPTT CtIRM T.L' mows 1.,.i LENG1M '.. 82 £C2'. :4200' 1723' 2059'52' 3127' 36.25' 6225'18' 2000' 49.81' 14.241'5 RECEIVED CITY OF TIJKWILA PERMIT CENTER FOSTERVIEW ESTATES A REPLAT OF A PORTION OF TRACT 67, RIVERSIDE INTERURDAN 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 [11 R.L. McDUFFY & , INC. LAND USE CON CONSULTANTS ENGINEERS • SURVEYORS • PLANNERS 0 MANAGEMENT 3605 COAT AI ME EWfRETT, WA3ENC113N 98201 (425) 258 -4438 FAX (425) 258 -1616 2/7/00 DWG BY KM; ,,06 NC 96089 SNT 4 OF DATE EIS.: as ..,- EL4. EL5 NQ059O4 N89 N7Y41 N 341 10.13 58.26 10270 282 as ,.. EL7 . 61976'34$" N8718'54"E 4.56 -. .51.21' EL8 E.9. N09Vr325 ' N5720 04'E - 7244 2723 .50.40 Ea11 - N83 "E 61325 E 29.05' 2255 EL12 N89 . 35'14V 614199 E. .46.42 35.05' a14 ass N1.8835 - - N8816 09°W .4706' .5.82 Q18.. Ea17 N16 Y05'E 20` E : OD . 25:84 - '� ale N 82 1 40 2 ' - ass " ".. .. N724Y4Y. E -.9 4rs' : 20.92 ' .3209' .5721 N52172'47 - W N8920156 ° W •28.92 . 26.91 N8920 56"12 ' :'24.39 E1.24 _ E1.25 N89.'S6'W N6041' E ' . 16.55' ... 5267' EL26 6 0090 "OOE 9:61' 5127. EL28 . N8920'56'14 5757914'E 33<.40' 45.91' 0.2A. EL.30i' N86'SP'39"E N197854°W 2242' - 38.71' EL31 - Et32 - N323512°W ' N8522'5?1V .33.44' .4906 0_33. EL34 N5157'351 608"45 "E . _ .18.82' , .22.04' E7:5. .. N41V8`S5'W NO2324819 : 2268' - 21.13' 01.37 Ea3B.. M545.5 NO232 46'W9 60.03' ' ; .. 14381V5'34'E 2168 .. . .5140... 9,41 110433 4112 N38II3'34'E . '. 41.66' ...16.16' 5.42 ass 1474 41E NO3'?4',32WW 25.99' 3175 :.. EL44 .. a45 N34?9 N0899'49E 25.95 15.18' -. EL46'. N282 1493'' E147 EL48 865244.34'5: M. 1'5 7708' 31.05' 549: 62242'40E ' 18.28' 20:74 ffL51 EL52 - N8 7"48'28'W N87'49'28'W ` 1083' 2.5r 61.53 - 14013Y43E N3557 50.00' 74.34 EL55 .. 55357751 sass:' I� AREA LOT 1 LOT 3 LOT4 LOT LOT.6 LOT 8. LOT 9 LOT 1D LOT 11 LOT 12 LOT 13 LOT 15 LOT 16 LOT 17 LOT18 LOT 19 LOT .20. PHASE LOT 3T . LOT 32 8 LOT 4.1 LOT 34 LOT -35: LOT 9 LO€ 37:. LO T'38' LOT 39 10 LOT-40 CONDITIONS 1. CONSTRUCTION OF INDIWDUAL HOMES INCLUDING THEIR FOOTWGS FOUNDATIONS, ETC. _ MUST BE ACCOMPLISHED IN ACCORDANCE WITH THE - -APPROVED NOISE DEV£LOPMENT'PLAN. . 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 'RE CEOIECHA9CA.L RECOMMENDATIONS OF TERRA ASSOOATES OR ANOTHER C17Y'APPROt1ED GEOTECHNICAL- ENGINEERING FIRM. 4. THEE GEOTECHNICAL RECOMMENDATION& ARE . BE RVWIDED AS PART OF THE SUBMITTAL FOR EACH OF THE $ING1E FAf.491 Y HOME PE .6TS; ON A LOT BY LOT BASIS GROUPED IN CONSTRUCTION PHASES. THESE RECOMMENDATIONS ARP TO INr1180.E C CS 1:'OR: A. TEMPORARY EXCAVATION RECOMMENDATIONS BY PHASE 70 ALLOW FOR THE IMPLEMENTATION OF HOUSE FOOTINGS, FOUNDATIONS AND SLABS. T. CONSTRUCTION AREA AND PHASE MITIGATION 6'EASLIRESFOR SO18. STABILITY AND EROSION CONTROL BEFORE AND DURING HOUSE - COVSTRUCTION. GEOTECHNICAL REQUIREMENTS NEEDED 'TO ALLOW THE IMPLEMENTATION OF THE NEXT HOUSE CONSTRUCTION PHASE 5, CONSTRUCTION, DESIGN PERIMETIIRS ON A LOT BY LOT BASIS E. - FOR LOTS 21 THROUGH 34, THE UNSUITABLE FKI. MATERIAL SHALL BE OVER EXCAVATED DURING CONSTRUCTION OF FOUNOATIONS FOOTINGS, AND FLOOR SLABS. ADDITIONALLY, THERE WSJ BE LIMITED EXCAVATION AND REMOVAL OF' THE UNS"WTABL.E SOIL DURING DRIVEWAY CONSTRUCTION. '. F. FOR LOTS 35 THROUGH 40, THE SLOPE FOR THE 'UPPER PORTION` (SOUTH END) OF EACH LOT WILL SE FLATTENED DURING LOT OEVEL TO AO-SEvE AN ISE SIATTON' OF 1. ANOTHER ACCEPTABLE OPNON IS TO PROVIDE A CANTILEVERED' CONCRETE OR MECHANICALLY STABILIZED EARTH RETAINING_ WALL. LOWER PORTIONS (NORTH END) OF THE LOTS TILL HAW THEIR SLOPE PROBLEMS CORRECTED DURING LOT OEWcLOPMENT. 6. THE APPLICANT IS TO INCLUDE;' AS PART THEIR SINGLE FAMILY HOME PERMIT, THESE GEOTECHNICAL RECOMMENDATIONS AS WELL AS A it 1 ltR 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. PRELIMINARY PLAT NO. L93 -0014 FINAL PLAT NO. L99 -0018 DURING CONSTRUCTION' THE GEOTECHNICAL ENGINEER IS TO OBSERV0. 114E IkIrAEM ENTATION.OF THE HOUSE DEVELOPMENT PLAN. FIELD REPORTS ARE TO BE`SUI3MITTED 10 7HE'CITY AND TO INCLUDE.' TEMPORARY EXCAVATIONS FOR CONSTRUCTION PHASES AND MITIGATION IMPLEMENTATIONS OF FOOTINGS FOUNDATIONS, RETAINING WALLS AND ; FLOOR SLAB , AND DRIVEWAY PLACEMENT ACCORDING TO THE GEOTEOINICAL RECOMMENDATIONS C- BACK FILL AND .` PREPARATION OF IMPL MENTA TO A ADJACENT CONSTRUCTION PHASES ACCORDING TO THE GEOTECHNICAL a IT4E GEOTECHNICAL ENGINEER IS TO PRONDE CERTIFICAnp'b ON v LOT BY LOT BASIS THAT WE WORK HAS BEEN ACCOMPUSHE.O tN ACCORDANCE WITH THE GEOTECHNICAL RECOMMENDATIONS EACH OMER TN ITS PURCHASE CF A LOT, HEREBY ACKNOWLEDGES THAT THE PLAT OF FOSTERWEW'.ESTATES AS 'APPROVED BY THE :CITY OF TUKI9ILA _CONTAINS AREAS CONSISTING OF STEEP SLOPES. EACH OWINER HEREBY RELEASES - THE TIRWTLA AND 'TT OFFICERSS ACTS AND EMPLOYEES > F OU ALL CLAIMS, ACTIONS, CAUSES OF ACTION, COSTS, ATTORNEY AND EXPERTS FEES OR PROPERTY DAMAGE - ARISING FROM THE PRESENCE'OF' SLOPES- •WITHIN" THE; PLAT:: PROVIDED.- THAT THIS RELEASE SHALL-NOT APPLY TO CLAIMS ACTIONS CAUSES OF ACTION, COSTS ATTORNEYS' AND EXPERTS' FEES AND PROPERTY DAMAGE RESULTk1G I :ROM DIE SOLE OR CONTRIBUTORY NEGLIGENCE OF THE CITY OF TUKWTYA ITS O F 0E/IS, AGENTS AND EMPLOYEES. ur'L17 / • riAazagAirvi P.M. 124 1--OlI EASEMENT G RANTS To SEATTLE >_(HEPEAFTER REFERRED TO AS GRANTEE),-.11S- SUCCESSORS 8N0 ASSIONS2 THE. RIGHT PRINLE( E AND AUTORITY' INSTALL, - CONSTRUCT,: ERECT,, ALTER. JRIPRO REPAIR, - ENERGIZE .OPERATE MAINTAIN ELECTRIC UNDERGROUND DISTRIRUnOG FACpJTTES TRANSFORMERS` OtilCTS VALETS, MANHOLES ,CABINETS CONTAINERS 'CONDUITS, WIRES`AND'OTHERNECESSARY OR CONV©8E1V'T APPURTENANCES 70 MAKE SAID UNDERGROUND AN INTEGRATED ELECTRIC. SYSTEM. ALL MUCH ELECTRIC SYSTEM IS TO BE LOCATED ACROSS; OVER. UPON AND'UNDER THE FOLLOWING DESCRIBED LANDS AND PREMISES 'SITUATED IN THE COUNTY OF KING STATE OF WASHINGTON, TO ivI€ THOSE AREAS „HEREIN NATHAN' THE PLAT' OF FOSTENVIEW ESTATES DESIGNATED AS tJIUTY" EASEMENTS AND /OR ACCESS AND UTILITY. EASEMENTS" T06E7HER 86711 TTIE,RIGHT AT ALL TIMES TO THE GRANTEE; I SUCCESSORS AND ASSIGNS OF: INGRESS; TO AND EGRESS FROM SAID LANDS A ADJACENT LANAIS ABUTTING ,THE'DESCRIBED EASEMENT AREA FOR THE PURPOSE OF INSTALLING, CLRSTRU.CTING, RECCNSIRUCTING REPAIRING, ,REVESING`ALIERING,' CHANCING; PAIROLUNG,- ENERGIZING AND OPERATING SAID; ELEC TRIC SYSTEM, AND THE RIGHT AT ANY TIME TO REMOVE ALL -OR" ANY PART'OF: SAID ELECTRIC SYSTEM FROM SAID` LANDS. • ALSO THE RIGHT IO. T GRANTEE, ITS. SUCCESSORS AND ASSIGNS, AT ALL TIMES TO CUT AND TRIM BRUSH, TREES OR OTHER PLANTS STANDING OR GROWING RIPON SAID LANDS -OR ADJACENT LANDS - WHICH, 1N THE OPINION OF THE GRANTEE INTERF1'RE "ATM THE MAINTENANCE OR'OP. ERAION OF 7NE SYSTEM, OR CONSTITUTE 5 MENACE OR DANGER TO SAID ELECTRIC IT IS FURTHERS, COVEIVANTEI1 AND AGREED THAT NO STRUCTURE OR FIRE HAZARDS WNCL BE ERECTED OR PERMITTED !'.",THIN THE ABOVE < DE?!BED EASEMENT AREA WITHOUT PRIOR WRITTEN' APPROVAL FROM THE GRANTEE, ITS 'SUCCESSORS AND ASSIGNS THAT NO DIGGING'INLL BE DONE OR PERMITTED WITHIN THE EASEMENT AREA WHICH WILL IN ANY MANNER DISTIJRB THE FAGU.TTES OR THEIR SOLIDITY` OR UNEARTH ANY PORTION THEREOF: AND 711AT NO BLASTING OR DISCHARGE OF ANY EXPLOSIVES WILL BE PERMITTED WITHIN FIFTY (50) FEET OF SAID LINES AND APPURTENANCES THE CITY OF SEATTLE IS TO BE RESPONSIBLE, AS PROVIDED BY LAW, FOR ANY.DAMAGEE 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 SHALLOrHER6.SE PERMANENTLY ABANDON SAID ELECTRIC SYSTEM, AT WHICH TIME ALL SUCH RiGHT5 TITLE, PRIVILEGES AND AUTHORITY HEREBY GRANTED SHALL TERMINA7E. OPEN SPACE EAS Mg1r LINE TABU' OPEN SPACE JUSIDIEEPTT CtIRM T.L' mows 1.,.i LENG1M '.. 82 £C2'. :4200' 1723' 2059'52' 3127' 36.25' 6225'18' 2000' 49.81' 14.241'5 RECEIVED CITY OF TIJKWILA PERMIT CENTER FOSTERVIEW ESTATES A REPLAT OF A PORTION OF TRACT 67, RIVERSIDE INTERURDAN 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 [11 R.L. McDUFFY & , INC. LAND USE CON CONSULTANTS ENGINEERS • SURVEYORS • PLANNERS 0 MANAGEMENT 3605 COAT AI ME EWfRETT, WA3ENC113N 98201 (425) 258 -4438 FAX (425) 258 -1616 2/7/00 DWG BY KM; ,,06 NC 96089 SNT 4 OF DATE PHASE A PHASE B PHASE KEY PHASE C PHASE D PL ' " USES 1568A 2 1568B 1843A 1843B 6 ' 1 2060 5 2108 5 ( +2) 2246 2119 IN ACC DEYBLOflI 1 THE H AEU I8 TO CORRESKINDINO CO 3. THE CON6FRUCTION THE ' a PER E,. tBCH 1 RESIO A IN CONSTEUCTION.PHASI . 5. THESE RECOMAIENDATIONE A INCLUDE MIMICS FC+R A. TEMPORARY . CAV4110 a : t iR rj tI: .i 2 DIICOM[f HIES E A'110 EE'1'H8110 R13TORTS'i '1O BE SABIIIIiED'r0 E 0 TO Al 1T A. @ORARY EXCAVATION OF CON' AT1 N HTJ, B. Vi OF FOOtt[ NOUNi)A IA, COMING T1► Oi l S THE OEOTECHNMCA.L-E11011IE 0!t A.LOT BY Wr BMIS T'*'*:AT`7 IN ACCORDANCE WITH THEMI t i ! f 0 (SEE SHEET C' -1 FOR STREET ADDRESS OF EACH LOTS) CONDITION L , CONSIROCIION.OF KEY PLAN R/W PERMIT CENTER A 40 80 160 E l 40' RECEIVED CRY OF TUKWILA 8 2 04 ou F F- V W 0 i kiOtYP.D � MOD'FD LOT # PHASE PLAN r P AREA LOT # IPHASE PLAN ISZA AREA LOT 1 1843B X I LOT 21 2119 - LOT 2 1843A LOT 22 B 2060 5 LOT 3 A 2119 1 LOT ;23 1568A LOT 4 2246 LOT 24 1568B LOT 5 2108 LOT 25 C 1843A 6 LOT 6 2246 LOT 26 1843B 'LOT 7 2246 — — LOT 27 1843A LOT 8 2108 X 2 LOT 28 1843B LOT 9 B 2108 LOT 29 D 1843B 7 LOT 10 2246 LOT 30 1843A LOT 11 2108 LOT 31 ` 2060 LOT 12 1568A LOT 32 2119 LOT 13 ; 2108 t LOT 33 A 2060 I i 8 LOT 14 2108 LOT 34 2119 LOT 15 A ' MAD t4 3 LOT 35 1843B. LOT 16 MOIYFD (2) - LOT 36 1843A LOT 1 2246 LOT 37 c 1843B 9 LOT 18 2060 LOT 38 1843A — -- --1 LOT 39 184 3B LOT 19 C 2119 4 LOT 20 2060 j LOT 40 - D 1843A 10 PT.AN MATTZ TX nr. CHEDI T- I PHASE A PHASE B PHASE KEY PHASE C PHASE D PL ' " USES 1568A 2 1568B 1843A 1843B 6 ' 1 2060 5 2108 5 ( +2) 2246 2119 IN ACC DEYBLOflI 1 THE H AEU I8 TO CORRESKINDINO CO 3. THE CON6FRUCTION THE ' a PER E,. tBCH 1 RESIO A IN CONSTEUCTION.PHASI . 5. THESE RECOMAIENDATIONE A INCLUDE MIMICS FC+R A. TEMPORARY . CAV4110 a : t iR rj tI: .i 2 DIICOM[f HIES E A'110 EE'1'H8110 R13TORTS'i '1O BE SABIIIIiED'r0 E 0 TO Al 1T A. @ORARY EXCAVATION OF CON' AT1 N HTJ, B. Vi OF FOOtt[ NOUNi)A IA, COMING T1► Oi l S THE OEOTECHNMCA.L-E11011IE 0!t A.LOT BY Wr BMIS T'*'*:AT`7 IN ACCORDANCE WITH THEMI t i ! f 0 (SEE SHEET C' -1 FOR STREET ADDRESS OF EACH LOTS) CONDITION L , CONSIROCIION.OF KEY PLAN R/W PERMIT CENTER A 40 80 160 E l 40' RECEIVED CRY OF TUKWILA 8 2 04 ou F F- V W 0 i PLAN MOIYED LOT # PHASE PORCH LOT 1 1843B X LOT 2 A LOT 3 LOT 4 LOT 5 LOT 6 - --- LOT 7 1843A X 2119 2246 2108 X 2246 2246 LOT 8 2108 X B LOT 9 2108 LOT 10 2246 LOT II 2108 LOT 12 1568A LOT 13 2108 LOT 14 2108 - — LOT 15 A malt (I) 3 208 LOT 16 , o1OD'F.D (2) LOT 17 2246 - - - LOT 18 2060 — - - PRCPERT Y L/NE - TYP (TRACT 6012 TRACT B" 2 LOT 21 LOT 22 LOT 23 LOT 24 LOT 25 1) 2(30o1 4 7 1 )1 T\/---- ( NOT PLAItk_ USES IN PL 1568A ''' 2 , IN PLACE UNTIL PUBLIC WORKS 1568B • 1. FOR EROSION CONTROL • EXISTING SILT FENCE (AS SHOWN ON C-2) TO REMAIN \,. APPROVES REMOVAL. 1843A 7 '.-- b-------.---" 1843B 6 :„...------------ 2060 5 L 2108 5 (+2) 2246 5 2119 11- 6 LOT # ;PHASE PLAN PO O RCH AREA 2119 B 1 2060 5 1568A 1 1568B C I843A LOT 26 I843B 6 LOT 27 1843A LOT 28 1843B LOT 29 D 1843B 7 LOT 30 1843A LOT 31 2060 --- - LOT 32 2119 LOT 33 A 2060 8 LOT 34 2119 LOT 35 1843B LOT 36 1843A LOT 37 c 1843B 9 - - LOT 3X 1843A LOTI9 C 2119 4 LOT 39 1843B - - - - LOT 40 D 1843A LOT 20 2060 10 HOME PLAN MATRIX & SCHEDULE (SEE SHEET CA FOR STREET ADDRESS OF EACH LOTS) TRACT "A" , ROPE4TY LINE - (TRACT 80V TYP OME DEVELOPMENT PLAN DETAIL' PHASE-A ----- L---- KEY PLAN J o--RA , v D 20 40 80 160 MIL ____ MIME E : P 40' PROPERTY UNE - Tr,� {TRACT BOY) TRACT N N \ \\ l SOUTHGATE PARK 9 011 UILL /TY PGY EX U77L /TY POLE /5' NA 171, YECETAJ70N 9UFFER EX ROCKERY EX COWL HALL EX cur POLE - GRADING AND STREET PLAN PER CIVIL FINAL GRADING PLAN SHEET CO3.1 SCALE I:40 20 4 0 40 am loo N ,BEY ?LA1 I/ TELE UY POLE STREET r-- -'-- '- - --' --' - - - /d, 5. SHEET A5ID FOR SITE STEP MMORMATICN NEW 5" CONY WALK AEW 5' ASPH WALK RECEIVED CITY OF TUKWILA PERMIT CENTER Q SHEET P1.5 LOT W TOTAL T TOTAL A ADJACENT TO LOT . . \ PROPERTY LINE - TP • ORACT RO) C UT & 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 FOOTINGS, 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 • .1\. \ • , # i \ VOYSINYILV kva PORE umar c=5movr I________7 Iff.377,AM ARO PIIRIC 1117LO Y EAOLVOITI-- taket=m. JO' PIWYME EX , GONG . WAL L_____,..k EX Cur POLE -- N, .E ES! AT '....—•...-•-..... - 4411k, --10-4.---. ArPOlf vim, wr7imottvik- 4161_,474.......z......._,"4.",'" , 7 " 44 1: ...,11r111PVINM•711,11,71 1.141.1. ■- ., - 7 __ - - , ...glIPARI...mew . / i 4-WAIllefor0012*71m....zinimem... 7:111: ...416a.."En jaris."""Mar "Iir )1"1a1W-1111111 Warilli--"arZ7VITIMIISX-V .40121aMirpffirit., , i -.1101621simmenumm.......inGr .. - Willialtk\*4474W __ _ „, ' ....1 SOUTHGATE PARK 15' EX U771.1 POLE D20 0011 14 ( / / • GRADE COMPARISION EX ROCKERY ..... ..... FINAL GRADES FOR PLAT APPROVAL VS. FINAL GRADES FOR LOT BUILDOUT •.• • • \\ • .°7 s \ , k \ FRO PERT Y LA, - rrRAcr 89 TRACT L 1 P L_ SCALE 1 0 20 40 60 30 — 160 Y POLE r SEE SHEET 45R FOR SITE STEP MNFORMATICII VI Sir ti it i fr I NEW 5 CONE WALK K RECEIVED CITY OF TUKWILA PERMIT CENTER P116] 10' UTIL EASEME • 28.62' VP SETBACK 214.00' \—m FRONT SETBACK REe+UIRE. 10 M If PRIVATE DRADUGE BSMT EE 4' 611 -FEKE IANT. TIE T1 1.1TL1NE CONTINUE TIGHT LO THEN 1. DRI ' i i • 1 EXP •SED MUM UIDT L. CALCUL 2P FRONT SETBACK LEMEN LL ` VEI GA' •4 •13E20 • LEE UAL APPE Itr 1Ei.R T 194T CON VIL SH 4,5,w ,S,9, TRENCH D IN TI ,. 5TOHA MAXI s "E 132 33 INDED SEQUt • NG AND IOWA; ATION CON 1 . TION ytdM AND F aiiN SPA(V r :sew ;. RU 'r' F_° BACKFi OF O UW P- iL D''t.T. e iS�TURE SIAM 5.N 5E IIS3$ FE K`EQO . IL .. ' TTC1J ED IS WATERLINE D = 11d1 L =4 156.11' — — .xotrr / y ,‹ . \ \, / -10' PRIVATE 1 i SEWER EMIT I - -OPRN PACE -- 3S PEDESTRIAN d PUBLIC UTILITY EASEMENT \l --, 44 \ t^4. N N. N 1 90 /°;" 1 EASEMENT • D9d05'31' --J \ 388.10' 01.59' \ \ r \ %�' j i i 7059' 433'25' 1 0.00' = 1458' r , F .- I D = 14d55'56 - -� R = 174.00' i� L = 4535' ti 's 50.00' 4 Irim . FI Y 1 SE STUB OUT- t-C9ANOUT D = 88412 = 30.00 = 4630' t \ \N\ RG 'KER These plans have been reviewed by the Public ' Work.. Department for conformance with current City :'.,.�-' :' Acceptance is set', ' --- --, and orf, _ - - _1 do not author.- of adc -. . or ordinances. I Y for 1'. ' of the design re,.. 3 dcc' s, deletions or : _;e dr_;: date will vo;. :ca and a resubtttRaf of r I .;rigs for c.` approval Final c-- __._:ce is subjeto f_ .- _,:cj.tionby the Pub •c 1 forks utilities Inspector. Date. '. BY LIAv — ` 8 2 4_E_ - - \\ 50.00' — -- -- — <✓. 50.00' f 04 itlie ftwt pFl l i loop D = 123450'1 R = 25.00' A UTILITY EASEMENT SITE PLAN NOTES I. THE SITE PLAN SHOUJS FOUNDATION AND FOOTING OUTLINES. TH FOUNDATION DETAILS NOTED ON 214E SITE PLAN SHALL LAKE PRESIDENCE OVER THOSE ON THE HOUSE PLAN RAtt OlE TOPOSRAP++H'• i6 SHOrfAJ -GN NI IEET -F4 . • — — . — —\ S N -R PRO CO ' 4% PFSITIVE FOOTING DRAIN T ETHER 14T F'R27 T A7'gEI Tt0R+ TO STORM DRAIN. s EE CIVIL'SkEET 'NIMUM OF NFRAAT / / \ / o; AEU_ 1" _ lo g. MAR A PE -MNc % SE 1 () \ Cl .10B rdu qh DETAIL PLAN 'I N 1 I D 09(105' R 386.10' L 61. 9' !\ 1 P X2000 (F1' 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 PI.5. 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 TIGHTUNE TO STORM DRAIN. 5. SANITARY SEWER - SEE CIVIL SHEET 612. 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 217 -0'. MAXIMUM SLOPE ALLOWED IS 15%. LOTS2, 3, 4,5,6,7,8,9,31,32,33AND34TOHAVE RESIDENTIAL TRENCH DRAIN TIGHTLINDED TO STORM DRAIN. ALL OTHER DRIVES TO HAVE 2% SIDE SLOPE GRADIANT. 6 CONSTRUCTION SEQUENCING AND TEMPRARY EROSION CONTROL DURING FOUNDATION CONSTRUCTION SHALL BE PER SHEETS PLO , P1.1, P12 , P13 AND P54. 9. 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 P1.6. TYPICAL LANDSCAPE WALL SECTION STANDARD LNIT - I' MINIMUM SETBACK 7-h G nnoV These plane have been [ rt works Deptentent for c and City standards. Acceptance omissions w h i c h d o not auehutce s iol 1 t' of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additioaa, ddetrons or revisions to these drawings after this date will void this acceptance and will require a resttbrairtal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: 0 5 10 20 SCALE : 1" m 10' 6 0 a 7 z SN cb- L? CC CD Lc co c^ N 'A w � v �+� + O CD, CV y� cn � o W cr Q N O T 'J Ln L szx TITLE JOB NO 98013 40 DETAIL PLAN SHEET P2.4 rs■ � Loop -111 ___—___/._ - Ill I I / P6.1] I / LB NO Kappler Architects, PS. 1,, SE 16r1, It g ?� e,� „e �� ashil gton 9800( 1 641 5320 * ,- ax (425) 641 -53 DU JAR i',1! l 1 J. ® Date 6y Desc C re ° 0313.00 d SET 0117 •oo uicnr COMMENTS • CLOUDED =' T FOS'TERVIEW ESTATES THs MOO S © COPYRIGHTED AN' i5 0 H E x0.USI \% P (OP STY OF THE ARCHITECT 7 T ___—___/._ - Ill I I / I / J !I I :ffi J I _Jd'0' 5 2 5"11 1, ,1,,ja / I / I / I / I I — (GREATER THAN I IOE gJ RYE 4 I 4 4 4 4 II 4 4 4 4 4 4 1 I I I I I 2Y•2 112• PROPERTY LINE MEV I I j I rROrluTr LINE 4 4 4 4 Ig 4 4 4 4 1 4 4 4 4 4 9 4 4 4 4 4 4 4 0 41 4 X I I I I 9RERTER THAN 10' PROPERTY LINE PROPERTY LINE PROPUTT LINE PROPRTY LINE .14/0. C3R e9' ID9A 3OsT A -1 OAFP PROCF4dG - ( 01V - T (11 AU - tl{6T1LT+E . 1 4 :140RZ BAR 4 • 7 C (DIV.3 S U/ A -U' lilt atm °AIL 3 2'_ °ti D4r *; ETML 3/4 1-O ' DN.•2/.. /t • b'.00. 4a DAMS Fi DN. 1 SIR AI) - v 11 6`OVERLAP&RV tOm 3 SLEET A -U DOR/LW (S)vBNR.cow, (D7v. 3.Ei44ET A•V 944E PETAII D 'P. FOR 3 443 D4RAIRD URCTICN , 29344447 4.1) SOL ,,. TRATE. e G541C. "81, 6, 04E 4' . vr CLEAR '391E'ET 4 (1 9 �. J erAR 04360 rb_ ;bc �. tD ;91EEt,�Y P.g D4iP F'> N5 ON 1941,44' 6`flNIRLAR'(1'Ril (D1V.3E((EET • - •4 ?OMTLRE .. ` f IDht.3 9FEE'r U , : e I ® E � « �"r :�' �Bd^a . B AR G(NF - fD 3144447 A -i) soup t__ TRATE 4 OCNO • ' 4' FR' . . EQ' 6k,FIF.4 .: -e IL F OUNDATION DETAIN. 1 (12` CLEAR / .. I.4... �, ( 2 . - 0 ' ,. 07'310' 3019/ 2)12 V3A4' P12 TEFL RATE 184$IERS • 4 OD. (01.3 SHEET A-0 ERUPT AS NOTED Q1 9(R?(4IW.L 3014431.E - 1,141, EM4440. (22 /4 BAR *10P 4 40412. BAR 19'.OA -'-R' CORER 0033 AP(pm 3 9032 4-tl M vERT. 4 BAR 14' 04 ALTERNATE 44'4012 (DI).3 A -I) TI9VLPE O4/ PPROOFNG (DN.1 914431 A -0 TEE DETAIL 94'842 FOR FOOTNG MAN 00 4373( 0 7 3( 1010 2 S U, A -U SOLID 9913VRATE (3) V BAR COO. 1310. 3 F4RET 4 -I) 040133 . DA NE. (01.184437 A =U 1!2 4434, 2'x29024 + - 9?EEL RATE ?G • 4'4' OG. ; .. ^ b'BET 4•U - 9RCEP( .4 301ED L (0431.2 3 3 VOL avec, (21-Al BAR •• 4 $+• - d 3AR.. ' OC. ALTERNATE B1...., 11)'4 343 0073. (31 AT TOE 1340.3 MEET i.U - (CE.IP 913561R4TE TEE PETA4 9/390 FOR FG'OTNG DRAN C('•87RCT (31.2 64TEt A :I) 6l0TIx A8. W) 2707(346' 9kt 000 RATE. • 4'•0' O.O. (DES., 3"9144447 A -U MEP . 3.010/EDCN SRAP ALL 9Ci¢DU,E`1' /1•L else) 1 tL dDARa TOP 4 vERY, BAR Ap`O0 1447177 CF WELL - MDN: 3 R4EET 4.1 l g I SHEET YYP. DECK CROSS 171 TING DRAIN DETAIL '9. I'.0' 3' 8' N 3 11 FOUNDATION DETAIL 3/4' =t-0' 1001(9 DOES NOT %IDE. N 1612 fat 30014E SP ALIT. OP A StRC?IRA. RL . SEE 3044 TPECiC FONDA/ v, DETAIL FOR 300749 MISTRIYT74 FABRIC • maw; 9BEi OREOUAL 7061414E UdlED 144 tt4TEPo4 2 334. P/ER f0079 MN V' RIGID'C.b01RATED r°2 (3110114 ORADLO3(: 3% MIN. SLOPE. 1 . 1P PRO FNCs ( D11944 4U 0 T01+1LNE S _• __ aa.01 - �.... (D/v. 3 8144£7 4 5,13, 4a (V 270.5696• SO. - IRBIL :pt TE1 0.4.8' ASECTED 3 3 1 gcf � %AR.TGP ` (19M.3 RUT" A -U +01?! 3 %UT A-D Y T 5, B(3(' .D 9514444'7 Aa x ) 90• ,-10 649TRATE egE Drum AA?EA coR 3001345 ORA_§401BTFLCTIC4( (DIV.2 %EEO A- r 30Y4x10 A& Wt 2^4".53! -' 50 '5744$ PLACE ROWERS • 4'-0' 0 _ A -D M®i' B'BED. PERMIT CENTER F TUKWILA" SOUTHGATE PARK a Jtof - r T .318 AO' - REA/OkELA 37 5,7 4 22 -41 3 gjef7L /TA ;70/1• srn1LE SEED 111/K R,09 //MC fleVii SI POR, I ODOWIINIIION LATS71.. Rte&- • 5 4 0 .90 RElTOP AORTIC/7S N2L. kfrA,L,,ie TOrTAIt .4,00 P4 •77; 3 90 7715' .410.471.et A • 4 PA/1 O LAS/ALW Af77- ALVMONAL. 9.RLOS RAZOOTS NA.W: 6E RLAN7.5 • SZACH RUSH (..549/.0S 400/24 OR 4:00K 09E7 SPAT_ 7 (12.FOLNARL7 Pla./CURTS, SEPGiE TLAiX 06 09 OPENS AS REOtAREV By 77 ern- ,NVASI.E RLANZS AS CATTAIL MI.NA L4 7J4 RI= CAkARY LNASS (AY4L4 7,S ARZINONACCA) ANO RAFFLE L022 YININAV SAL/CAR/4i STALL NOT RE USED LOILLTR ANY CIRCI-MASTAACEN SPEC/RCA 770N5 \ i • 37 R.? e0; 4 • ea 4 25 6 7 - 24 3 23 22 29 21 30 ----__ \ I LI ' 31 ,,- I '''' 1 --' - c\i• - - - N.' 2D00 jr . , . , 33 1 ' z ,. Q ,' , i_..________________________ • ___ _______„, [ ' • ; 1 1 34 , . 1 , Ci .1 -1P-2 • -1' '-"" • Ce ./0 2 "• , - Ca It: CB 29A D 1 4 _ 1 - ' ..20 9 • =;- CS 1.9 a 29 C827 10 • 43 ai 26i Ca .25 19 36 NOT AS—BLI/L T /NFORMA 770N /5 AS OF 9/50/.99 MANHOLE 1 /DS AND DRAINAGE ACCESS LIDS IN PAVEMENT AM` /N ATP R/M E LE VA 77ONS MAY CHANCE AFTER FINAL r OF ASPHALT PAVEMENT HAS BEEN APPLIED. 20 16 18 37 17 \ ,--, ,_- /8 ,... .:- • .,...,--. '.., .777; -8 It7A . •!••j • , ,....-- - ••• - = PROP477Y NM' - Ill. , - '. . , ... 7,..7777/ STREE T - • 35 38 PRO9OU Y LAW - 73.7' TRACT BOV C.• • <_< • 1 R ACT " SCALE 20 40' • _ • CA TCH 8A.5/1/ DA TA // '7 , ^4) • - - • /4' 5 • A l45 ,51 5 - 5 Vt"1", 5 < ELE, t2E, • n2 FAa' OF C7//?B WERE CURBS' ARE PRESENT) 7 / 5/5 47 55 (ALONa a a s eJ777-1 RLACZ OffNETS ARE • 1 /7/ •44 " 254 • 3' 4, &A. 44 1 4 1 ) 4 39 40 ■ I i i , ,f-- - ‘,/ 1 :' /\.- , I ',, \J‘ C "87 5:2 465 3 " ;1 PLANNED RESIDENTIAL DEVELOPMENT FOSTERVIEW ESTATES DUJARDIN DEVELOPMENT COMPANY ALLECRE EWE, EVERETT PRONE 3,5,, SEA1515 PHCRE 75,611' 12-NCH CaldRT (MATO: EX NA7?75,) EX,E, • j f.. 8: : - Zs : , ,,, 77 t ;',.. '''' ' L', '.,,'■4_,C4 ■.N4 11 , .,' it , u,1 \ L . c , , cz, c.t N ! ''''' k:, , "....,,, ....: , .... ■ I z <2 •-1 -6: . ..,, (i) ..7.: 1.1)< - LL,1 1 -- 1 C '-- 1— 0 ; < < /- ..r , ' --. • 1— z 0 .._... ' LL.1 Li-- 0 ... . ---- .....1 1 Cr. —)--- Hc) .._,, • L.A...1 1, 1--• LL. 7/ • cITY PEn: F cENTERI JUN I 00 10 "PR/YAO S.7, ESN reO . SUT /L /7Y EASEMENT 124 " FLOE /RAN AND Pug, U1787Y EASE EN 411 01937 - 15' PR/YA SEAEk & DRAINAGE ESNT 31 8t MI 20 1.47.9 5u UY EASENENT ��8 5 "FR/WE ORO/NACE AO SE ESN MI /3 f39B ,M/ 10 0.127 MI 12 0154.5 WATER "OURSE SOUTHGATE PARK ; KEYSTC,YE riALL EX SAN MN /9 - JO — R_ 1577 /c 18 SPEC /F /CAI7ONS ALL HORK SHALL BE AN CONFORMANCE #711 WS DOT (APWi4J STANDARD PLANS AND SPELYFACATKINS FOP ROAD, BR/DCE AND MUN/GYPAL CONSIRUC1104 OYTY 77./KW9LA PUBLIC E WKS SFOER CONSIRUCTK.W AND DEYSZQ°MENT STANDARDS AND VAL WE .SEWER 0/STRICT STANDARD SPEC //7CA77ONS MANHOLES SHALL BE 48— /NCH D/AAO5E/7 TYPE 1 MTh' ECCDWR70 CONES PIE MAX /ML/M HE/DYT OF THE RISER ABO/E 7HE CONE SHALL BE 24 /NL:HESy /NCLUD /NG FRAME AND CO ER. BASE .SECTION SHALL CONTAIN A PREFABRICATED CYINCREIE CHANNEL i FIBER CLASS SUPPORTED PLASTIC LINER BY GU LINER LTD OR EQUAL. ALL MANHOLES SHALL BE CHANNEL 7D THE CROWN OF THE SEWERS THE /NI ERT OF DIE 0071E1 SEWER SHALL BE A M/NIAIMM OF 01 FEET BELOIY THE /NCO /NC INVERT ELEVA170NS ALL MANHOLES SHALL HALE LAi9OZ9S AND SAFETY STEPS .SEWER PIPE SHALL BE P1f ASIA/ D -3011 SDR SO AS—BUILT /NFORMA77ON IS AS OF 9/30/99. MANHOLE LIDS IN PAVEMENT ARE IN ATP. RIM ELEV/A770NS MAY CHANGE AFTER FINAL LAYER OF ASPHALT PAVEMENT HAS BEEN APPLIED. EX SAN MH RE 208 4 /E2022(e "N, 58- 'OLE OF EX ASPHALT EX -.SAN MH 70 -52 RE 2177 27 Ov 28 29 1.18 33 .i:5• 1 +57 34 d � / 30 EX SAN /74 7,- '2 RE 708 46 E 100 <_' :5" ` / Sj EX ROCKERY '0024 E6 "OJT N/ EX CONC. WALL CA S E 1EN EAEMENT B ' 5: • l 35 % / 36 PROPER7Y LYE - 71.7. (TRACT k -e "‘s \ V^ \ \ \ 17' 19 20 �\ TRACT "A " 1 /J / ) c . \ \ PROMM'LhE- TYP 1 I 1 V RAC (TRACT BIM / TT /� : 1EX RCR p1 I Y 5' G'llL/TY R �/ EASEMENT �/ o 37 I 38 NO7E SEE SHIS C -15 & 0 -16 FOR PROFILES GRAPHIC SCALE 20 S0 1' = 30 E060 OF EX ASPH, (ABANOONEOI re- S:2 1149 39 40 444/1/HOLE CA IA P'NE CA TA /✓9 NO TO ZYL-L 7 L-L N0 2 2 4 5 6 7 8 19 7' 72 /3 74 75 76 77 78 20 CO (.COT 527 /22.2 CO'✓RSE 7 2 9 EX 72719' 4 051Z 5 1.949 6 7739, 7 261Z 71 1030% 79 1055% 9 584Z 70 555%, i 1989 72 7425Z 75 566% 74 5.299 75 7249 78 7520Z 77 5 459 1> 224%, EX 74 46% 15 70% 20 , 2 2% w4 TES SO,, 445 A 9/41 ELEV 7NVER7 ELEV 7 176.92 177.69 2 765 99 15977 15955 ,3 789 78141 4 8.3.JO 77504 77287 5 779 09 17129 177 19 E 1775d 16965 76955 7 774 79 75696 15672 78995 157.20 17970 17042 77075 10 1722 76572 16542 15922 (0ROM 410 15922 (7 .47" 101 15572 '007; 74790 76' 45 142.95 74265 155 45 15515 9 EX SAN MH /10 -32 RE 749.86 /074217(8 "40 /E 14145 (8" 8) /E 147J5 (8" 0) 1556e 7 � < QSre� PLANNED RESIDENTIAL DEVELOPMENT FOSTERVIEW ESTATES DUJARDIN ;; DEVELOPMENT COMPANY AN ALLEGRE E - ERPR. SE EVERE7 PHONE 334 -5010 SE4TRE PHONE - . 743 -6140 EX SAN AYH 710 -37 S= -= _ IRE 7461 H ST —` 13TREET �— E 1541 (8" /N1 \/(' 1E 733.8 (8" OU7) R W EXPIRES 3 - 15 - 00 (FRO& Mfr 14) ;54041 MH 7 057. 47 (007/1 746 75 135 4 755.2 17 50 10 95 7563 (7/941 MH 20) 17554 (i'1044 415 81 17514;007/ 79755 7) JUN - ` MO PERMIT CENTER C - 12 RE EKED CITY TUKWILA (ARV SZOWV l gym. f0' W.iLA�!Jl[L/ E T ERECT LX47ERMA,N MAX OF 25' XMIT 70 MARIAN a'F3ET PAM 1 - B 6' TEE (141 x Al -8; 46'liElho(iUx4Cf1 j 1- 6'CAIEKELE(RxNJ) axialfElrOWE I- B'PLA7F 2 671,07 037S PDT NO 023 Da 4 1 - f1IWANT ASSEIWY(184'RLN) (SET /D 023 PETAL 3 - 73P) CORNET ALL REM01E9 HYDRANTS SHALL BE LEL/WERE? 7O THE RATER DISTRICT YARD BY 71/E LOONTRAC1A2 1 - AR/VACL1111 N'Y2IEF AM:WIY M7 p25LE711 r2 -0 Mr MiN, (GS/x CaVOETE IMAM -. \ \ \ EDGE OE EX ASPNAL (ABANDONED) l I - 2'11O417T A5 WI 015 LE'TA 15 WA TER COURSE DOTE.' DEFLECT RATE - WAN MAX CF 25' PER JOINT AS NEEz 1 TO LOCATE WATERMNN AS //SATED ON PLANS TRACT " B " 39 40 \ '5' WALK 2/TE/Ti EA eJ \\ 9 \ \ I- 8'x8'IET(4Vx 1 - B' C TE L54112 x 4U) 1 - 6'CA/E VALLE(FL x 4V) �I 1 -- 8' X 6 AMOR (!L/ x IA/) 1 - HYDRANT ASS5181Y(s73 AYAV) EDGE OF EX ASPHALT EXPIRES 3 -15 -00 -8•, 4fteni (WX4V) - 8 6'AR (IL/ X PE) a2WVTL 6'I/ DEN'8'M MO OF PARR LINE AOIEM l - a: 45' LEW OAT X ALT) CAS/METE BUICANO MOTEL A!7 PRY STATION ($F SHT C -14 4 4 STANDARD NOTES M1 1. APPRO.'S/ATE LC A LOM1 OF DOSING' UTTL/RES HAW BEEN CBTAGYED FR011 AVAILABLE RECORDS AND ARE SHOW RIR COMMENCE THE CaVTRACTOR SHALL BE RES.ONSIME ' aR LERFI A)NaV LP LOCATION SHONN AND FpR DXSZ;OLERY OF PaSS BLE ADDITIONAL UAL/1/ES NOT SHOW .510 AS TO ARV DAMAGE OR 17/57INBAH..E T1M CONTRACTOR SHALL CONTACT THE U11L/1ES L4VDERGROIND LXA1:CW COWER (1- BG2-- 424 -5555) PRTO4 70 COAS1RUCROAL THE ONNEP OR NIS REPREEB . VTA11W SHALL BE cLWTAC1ED F A U77L/RT LUWZ/L'T EAZS7S 2 C NN/ACTOR SHALL NORfYDOSTiRACT EMMETT A MYBLVM Cr 48 HOURS IN ADVANCE' OF ALL REOLES7S FOR STAWNS 1ESAVa LR INSPECTION R CONTRACTOR it RESPOASEZE FAR CONTRIZ AT TALE CP STMIMG 4. CONTRACTOR SHALL 'INNE 5' MCP DRAM/ACS FAR APPROVAL "HERE RELGIREV BY THE DETAIL SPECIFICATTLVYS AND FAR VARIATION IRON THE MaNEERS DOWN .S C N RAC7O4 SHALL INSTALL EQIJPMENT IN ACCaRDANGY MTH MANVJFACILWERS RE612VMENDA11LW NO / 125 SPECIFICATIONS AND CITY O )UKMLA STANDARDS 8 CONTRACTOR SNAIL FU4N/S7/ ALL MAIEAVALS 7 ALL MA1 0PMAIN PIPE BYTEL BE DUC1LE AWN LYA5 ' 52 PUSH-LW .OWT Lao A/EL3'/AM'CAL .A:VNT, CEMENT-LINED (AN 421.4,4 EX1ERXW COATED NW COAL TAR MAVEN AmSTALLA7KN TO BE AV ACCORDANCE M7H MAM%FACTIARERS RECOMEAVATIONS ALL F7777NOS SHALL BL CAST /ROAN MO .SNAIL CM FORM 7O APRI ABLE PLWTigi(S' OF AAOY STANDARD A2014 A2f.11, 8162 8164 IMO 42155 Will A L AVM PRESSURE RATTAN LP 150 PSI ANO NBL BE CEMENT-UAW. Ld AIL GATE VAL LES 70 BE A/GELLER.. ALL HYDRANTS 1O Bt MJEZLER. 9. CUT-NS AND L/LE TAPS 7O BE MALE BY CONTRACTOR W /125 S71PERW1DVDENT, ENONEEP 4N0 LITY a' RAYMLA /NL.ECIDR RUST BE MORFE7 48 HOURS IN ADVANCE fa CAST IRON MEZN4M 4L .AaNT ,SLED,£ COUPLINGS REWIRED. If. TAPPING SLEELES .S74.4LL BE kt4 ZLA ' CAST /ROa4 . V EPDXY COATED STEEL, OR R0VAC SST WTI/ STAVLESS STEM FLANGE 12 CONTRACT/3P /S RESPOA SI&E FOR LE P ALL E.MS'IIVC PPE TYPES AND SAW FOR CONNECTIONS LYJT -INS AND UL£ TAPS 1.I 3 1/2 FOOT MN/MUM LOVER OP ER ALL MAR:VA/N PPES 14( DEW7OPD/ 137 PAY FOR STATE; LtZ+V1Y AND QTY INSPECTION FEES 15 ALL DIETER LOCATIONS 1O BE COM M/447ED NM/ 1$4TEX D/S1RYCT /125 SUPE7WV7E/VPDVT. 1a ALL EA75'lMG Fh4E HYLRAN/S ANO MANS 70 BE OPERATIONAL PR/OR 70 LO LEVENCEMENT Of CONSTRUCITON. 17 NO CHANCES ARE 7V BE MALE WHOOP MW/7715V APPROVAL BY THE NO 025 S7JPERIN7ENO- ENT a4 DISTRICT E/AS EEP ASO 11/E CITY LV' IUKBIL'A PUBLIC WOWS EMONEER 1,5 REFER 70 110 /125 CONDITT NS ANO STANDARDS AND 7O NE CITY a ANN1/A STANDARD SPE IF/CARO S FOR AU REMAINING NOTES AI& DETAILS 1B PROWBE 3/4' 519714GE LANE ANO TAP aa444ECTIONS FM EACH E77SRNC WATER METED. 2a MAWAXIM ALLOWABLE OPEN 1ROICH SHALL BE 80 FETT. 2I STaLY PILES SHALL BE LOLERED DNARANG ALL PERX.i7S OF PREOYP /TA1KW. 2E MOMED PROVO? COA PAC17 N AND M/XS7LWE LOaW1RCY TEST RECD RED ATV COPES a� RST REPORTS SIARIOT7ED lO 11/E 13STRX7 ER IEER ALL COMPACT/ON LINN77 PALED AND TRAFFTC AREAS SHALL SE 95S MAATMM/ DELK9'TY 1100A2D RPOC1WR PER AS711 D -1557 ALL OTHER AREAS 70.6E 6421" MARIAN Dt7VST1Y 1/07FADT AMORAR. 2.1 ALL MLLES TIRE HYDRANTS MO ,SE7RRC S 70 71,E A0717? STOP 70 BE FNKXUOED AS PART OF411 PIPE AND PURITY TESTS AO EXLt'P1XW 24( TRA/IOV LLYVYRCY SHALL .6E AN ACCORDANCE 1M1 / CITY OF TUKWLA REQUIREMENTS 25 ALL PPE ANO AH'YARIENANarS 10 BE ii37E0 TO WHIN 10 FEET CP ANY CONNECTION POINTS UNLESS OTHERMLSE APPROLf1 BY MOWER 2F Cabl2PEIE 7M4LLST LEOCOVO SHALL BE AVOWED AT ALL BEAM 1E S OIL z OR I OTHER APPURTENANCES WERE N1E4NAL PONCES REMOVE RESTRAINT. MCCRAW SHALL BE N I A'V ACL ;wA4 Ng/ 1 ' s.25 SE4HOA GLc N I 27 �� 1ES77NG m DLSrNxEC7Nav A� 77/£ !E RATER BE' I1147127 BY � 4 • W 9P N 1- 8'x6'1EE (Ma XM) 1 - 6' CAA VALVE RE VOLE" EX H)D' AND INSTALL NEW MD BEN NO MALE (157' RUN) CONCRETE EILO ICAM6 - WS CONCRETE DRIVE CONCRETE WALL CONCRETE WALK TONCRETE STEPS CONCRETE DRIVE AEAOLE IX 1EW C O A P C T E X 8' I N /DEW 8' If 1 -� flEE(MIxf1) 1 - 6'C4E INle (I2 x 4V) • I - NIAEINTASSEIlXY(135 RAN) `F R LYAi 7ERGL'R7fG v2-poo 11 NORTH GRAPH /C SCALE 0 20 40 80 NW 1 - B'x 6' HE OIL/ x FL) 1 - 6' C.1EYACIE(FZ xAL/) r - NYOBWT ASST' Y(24' RGV) LIE BOOM 1 4, EX CE - - EX H" 't - - - EX 4 " W 441 ALLEGRE ENT'. 'RISE 1 - B' x LI' TEE (iI x 44/) I - e' CANE VAL IE (FL x o) 1 - 8' C TEVALLE(AUx4V) aaNOR TE IMAM C 180.6' 1 - B 45 '14910 (4Vx COAORDE macaw i HID Nm -8 225* BOW (MIx4V) COVCR'TE BLOCA1 C PLANNED RESIDENTIAL DEVELOPMENT :: FOSTERVIEW ESTATES DUJARDIN DEVELOPMENT COMPANY EVERETT PHONE. 334 -5018 SEATTLE PHONE' 743 -61. 1 - 8'x 8' 71211V x fu 1 - B' G47E KEW (1z z MI 1 - 6'CAE KKLE (KLxALL) LOYERITFAXING I - B'x6 "7ET(4VxFL) 1- 6' CAE KEEE(IZx I - HIAPANTASS'7A'Y(I1.6' CaVCREW BLOOM id 96152.00 REE7 CRY O C - 1 3A:.: SQUARE FOOTAGE MAIN: PL ®OR 964 SF UPPER FLOOR 1155 SF TO AL 2119 SF GARAGE 422 SF DECK / PATIO - 109 SF .^ r'r'^TA:s^z IS.1`@A,.J�,D T0-T.. -°�- OUTSIDE FACEOF WALLS. STAIRS ARE COUNTED CNCE IN CM +y II ATKNJS OPEN' - TO BELOW SPACES AND GARAGES ARE NOT NCLUDED N'CALCULA w A - Fam 1Y0'gIS'? Kitchen DRAWING INDEX AL CODE NOTES Al FOUNDATION & MAIN FLOOR FRAMING Al MAIN FLOOR -PLAN A4. UPPER FLOOR FRAMING A5. UPPER FLOOR PLAN A6. UPPER ROOF FRAMING A7. ELEVATIONS & BUILDING SECTIONS Dl STANDARD DETAILS D2. STANDARD DETAILS SI LATERAL DETAILS S2. LATERAL DETAILS S3. LATERAL WALL SCHEDULE RECENED CITY OFTUEWIIA :IAN -1 2000 PERMITCENTER CRAWL SPACE VENTS L CRA S•AcE AREA $04 SF - 2. CRAIUM. SPACE AREA I em 6A9 SF OF VtT7T AREA- RED:WRED 3. TYPICAL vE4tT SIZE:.. 14,8,15 (15% .. EFFICIENCY) • 98 SF PER VENT NET FREE AREA 4. LENT AREA / 1i$ • 112 VIBE'S REC12 vE 5, 12 VENTS SHOW (SEE PLAN FOR LOCATION) VENTS x 58 . 696 5F OF varr AREA PROVIDED. 1. VENTS SHALL BE COYER D WRH CORROSION RESISTANT WIRE MESH WITH OPENNGS OF I /4' MAX. a VENTS LOCATED N RIM JOIST MUST BE PERMANENTLY BAFFLED. WSEC 502141 FOUNDATION /MAIN FLOOR FRAMING PLAN Seele V4• V-0' Alf 4 Df, F-I ALL FLOOR JOIST ARE II -1 /$' TJI PRO 150'5 AT I92' Oc VERIFY W/ i irG LAYOUT. SEE DIV. 06100 p START im BITE gPEG&lC TONDATION FLAN TO ee RK I. P U014 EACH LOT SFEOFIeo PERMIT PACKAGE. `GENERAL 1?R KING NOTES I FOUNDATION KEYNOTES CF?—;71 CONC TC `TEr I WALL 8' WIDE WI M!NL 15`xi' FOOTING. SEE DETAILS TCR ; -Z%C ^- �r�. INFORMATION. SEE DI, 3 SHEET A., CONCRETE STEM WALL 6' WIDE WITH MIN, !2•x6' FOOTING. SEE DETAIL.9 FOR AFJOITIONAL It4FOR1ATIO L SEE DI, 3 CHCCT A I CONCRETE SLAB ON GRADE 5FIA1.L BE 4' THICK STEEL TROUBLED FINISH, W/ 6x6 WL4.401A UUF ON 4' GRANULAR FILL. SLOPE 2• TO DOOR PROVIDE THICKENED EDGE AT DOOR SEE DIV. 3 SHEET A -I 6.6 POST ON CB66. I' ABOVE SLAB ON FP -4 ) 36•x36`9' MAT FOOTING CN SOLID SUBSTRATE W /(4)'4 BAR EACH WAY. SEE DN. 3 SHEET A -I CRAWL SPACE VENT. SEE CALCULATION BELOW. SEE DM I SHEET A -I ALL CRIPPLE WALLS ARE 2•6 OR 3x4 • I6• oc. UNA. 4• MIN STUD LENGTH PER WC SEE DIV. 6 SHEET A -I 4x10 SEAM LINE. MIN. I' CLEARANCE FROM CONCRETE AT END OF BEAMS SEE Di•.: 6 SHEET A -I 4.4 POST (SCAB POST AND BEAM WITH 2x4) ON. 90• FELT ON MAT FOOTING UNO, PROVIDE 4xb POST • BEAM SPLICE 41 POSITIVE CON- NECTION FROM POST TO FOOTU:. PER DETAIL I6/DL SEE DIV..6 SHEET A -I b MIL BLACK POLYETHYLENE GROUND COVER ON GRADE. SEE Div. 1 SHEET A -1 ELECTRICAL SERVICE: PROVIDE (I) 2 III' SCHEDULE 80 PVC CONDUIT FOR ELECTRICAL SERVICE AND (I) 5/858' LONG GALVANIZED ROD. FOR ELECTRICAL GROUNDING. SEE DIV. 16 AND VERIFY Ill SITE CONDITIONS BLOCK OUT M STEM WALL FOR DOORS, HVAC, ETC. AS REQUIRED 18•44• CRAUH. SPACE ACCESS. INSULATE AND )) WEATHER STRIP. SEE DIV. 010022 SHEET A -D2 FP -6 ) FP -l) FP -S ) � FP-S ) FP -10 ) FP -II ) PRESSURE BLOCKING OF SAME SIZE AS ADJACENT JOIST. 24'524,1' MAT FOOTING ON SOLID SUBSTRATE W/ (2) •4 BAR EACH WAY OR 12' STRIP FOOTING PER DETAIL 16/DI i FP -15) 30'X30' MAT FOOTING ON SOLID SUBSTRATE W/ (2) •4 BAR EACH WAY OR I5' STRIP FOOTING PER DETAIL 16/DI. 36906942' MAT FOOTING ON SOLID SUBSTRATE W/ (2.)•4 BAR EACH WAY STUB STEEL 12' INTO SLAB .• 12•oc FP -13 ) (FP-14) )FP -I6) FP-11 ) (FP-Is) (FP-I (FP" m) FLOOR JOIST SEE DIV. 6 51-EET A -1 4x8 BEAM LINE, SOLID BLOCKING BETWEEN JOIST OVER SUPPORT. SEE DIVISION 04.100 SHEET A -I PROVIDE SOLID BLOCKING TI-!R!'JOIST SYSTEM TO PROVIDE SAME AREA OF BEAM SUPPORT AS ABOVE AND BELOW SEE Div. 6 SHEET A -I �21 MIN. I' CLEARANCE FROM CONCRETE AT END OF SEAMS EXTEND PIER MIN IS' BELOW SURROUNDING GRADE 3' DIAMETER STEEL POST EDGE OF CONCRETE FP -22 ) FP-15) FP -24 ) ,. SEE' CO ?ER 8+IEEt FOR ALL GENE -AL_ NOTES -.Arcs 2. SEE TYPICAL'1'1ATERTALS LIST ON SECTION SHEET 3. SEE COVERSFIEET FOR ALL NOTES AND REQUIREMENTS' CCNCERNING MEGHAIItCAL, PLi/1BING, AND ELECTRICAL. :. 4. TRUSS DESIGN SY MAN. . TRUSS PLAN SHORN IS FOR GENER L LAYOUT ONLY' SEE DIV. 6100 SHEET A -I .. -._ _ - TRUSS LOADING SEE DIV. 010001A SHEET A -1 - TRUSS. SPAN PER FLOOR PLANS TRUES TYPE PER ROOF FRAMII. PLAN 5. ROOF 554/1 G SPACING. 24' 5.ROOF PITCH - EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1. RAFTER TAIL 2x4. VERIFY. 5. ROOF TAIL AND RAKE OVERHANG PER ROOF FLAN. 5. ALL HEADERS ARE 4x10 DF UND. PROVIDE (I) T EMIER STUD UP TO 4' -0• SPAN ' AND (2) TRIM—ER STUDS OVER 4'-0' 11,0. SEE DIV. 05100 SHEET A -I SYMBOLS & LEGEND o POINT LOAD FROM ABOVE PONT LOAD FROM ABOVE UU LOADING POINT LOAD TRANSFERINIG DOWN POINT LOAD TRANSFERINO DOWN W/ LOADINGS HANGER PONT LOAD TRANSFERED BY KICKER WOW COIN WITH SIZE DESUGN4T5ON -' jr .,VERTICAL STRAP WITH SIZE DESIGNATION'. TO BE USED ON FLOOR BELOW bixx HORIZONTAL STRAP WITH SIZE DESIGNATION 5 104-155 BEAM CALCULATION WITH 1595X52 NUMBER EXTENT: OF SHEAR WALL TYPE OF SWEAR WALL i .1= ma. / ABOVE ifirEsza4 WALL SE.LOW NOTE: UM),ESS OTHERWISE NOTED, 1B.NEERING, AND CALCULATIONS A - NOT PROJIDED N THERE DRAWINGS 4�e.,ENEG CITYOFTUKYE)5 ;'.: PERM[T,GENT64 - 1 1 Patio I CON I (FP -ll) r F -5 1 I � DI iljr -I {{ ` — , _ _) ' _ �' l i 1 — __ IS -- • — r ayvf 8 MIL.VP FP -9 (FP - $ ! ( �. � ■, r i I i _ — _ — iI — 11.-3• -- _ I 1, , 1 1. p• 1 . 1-' 4•_6' 1 1 i 1 I I 8' 9 �. f m ' ' �. 5' 0' 3 ' 412 2' 2 i r , ` 1 um ,I fi -- tea .-3� Rix' __ le � . 1 MIMI 7.-13 --.4 -513 � - =ammo • r- 1111rn P � 1 c h C �'.•��� r ) FP-5 . (FP -23 12 DI , IIII DI L I I I ; it II i I I Garage i GB i ` ( FP - ID) ' SITE DETB31B,ED I e I 11 DI f f FPI) I FP -I) (FP-24 w ) FP-I) .. I' -9 I2'e ` 1'-10 1/2' _3 f IS' 10,0' - f. 4 A f CRAWL SPACE VENTS L CRA S•AcE AREA $04 SF - 2. CRAIUM. SPACE AREA I em 6A9 SF OF VtT7T AREA- RED:WRED 3. TYPICAL vE4tT SIZE:.. 14,8,15 (15% .. EFFICIENCY) • 98 SF PER VENT NET FREE AREA 4. LENT AREA / 1i$ • 112 VIBE'S REC12 vE 5, 12 VENTS SHOW (SEE PLAN FOR LOCATION) VENTS x 58 . 696 5F OF varr AREA PROVIDED. 1. VENTS SHALL BE COYER D WRH CORROSION RESISTANT WIRE MESH WITH OPENNGS OF I /4' MAX. a VENTS LOCATED N RIM JOIST MUST BE PERMANENTLY BAFFLED. WSEC 502141 FOUNDATION /MAIN FLOOR FRAMING PLAN Seele V4• V-0' Alf 4 Df, F-I ALL FLOOR JOIST ARE II -1 /$' TJI PRO 150'5 AT I92' Oc VERIFY W/ i irG LAYOUT. SEE DIV. 06100 p START im BITE gPEG&lC TONDATION FLAN TO ee RK I. P U014 EACH LOT SFEOFIeo PERMIT PACKAGE. `GENERAL 1?R KING NOTES I FOUNDATION KEYNOTES CF?—;71 CONC TC `TEr I WALL 8' WIDE WI M!NL 15`xi' FOOTING. SEE DETAILS TCR ; -Z%C ^- �r�. INFORMATION. SEE DI, 3 SHEET A., CONCRETE STEM WALL 6' WIDE WITH MIN, !2•x6' FOOTING. SEE DETAIL.9 FOR AFJOITIONAL It4FOR1ATIO L SEE DI, 3 CHCCT A I CONCRETE SLAB ON GRADE 5FIA1.L BE 4' THICK STEEL TROUBLED FINISH, W/ 6x6 WL4.401A UUF ON 4' GRANULAR FILL. SLOPE 2• TO DOOR PROVIDE THICKENED EDGE AT DOOR SEE DIV. 3 SHEET A -I 6.6 POST ON CB66. I' ABOVE SLAB ON FP -4 ) 36•x36`9' MAT FOOTING CN SOLID SUBSTRATE W /(4)'4 BAR EACH WAY. SEE DN. 3 SHEET A -I CRAWL SPACE VENT. SEE CALCULATION BELOW. SEE DM I SHEET A -I ALL CRIPPLE WALLS ARE 2•6 OR 3x4 • I6• oc. UNA. 4• MIN STUD LENGTH PER WC SEE DIV. 6 SHEET A -I 4x10 SEAM LINE. MIN. I' CLEARANCE FROM CONCRETE AT END OF BEAMS SEE Di•.: 6 SHEET A -I 4.4 POST (SCAB POST AND BEAM WITH 2x4) ON. 90• FELT ON MAT FOOTING UNO, PROVIDE 4xb POST • BEAM SPLICE 41 POSITIVE CON- NECTION FROM POST TO FOOTU:. PER DETAIL I6/DL SEE DIV..6 SHEET A -I b MIL BLACK POLYETHYLENE GROUND COVER ON GRADE. SEE Div. 1 SHEET A -1 ELECTRICAL SERVICE: PROVIDE (I) 2 III' SCHEDULE 80 PVC CONDUIT FOR ELECTRICAL SERVICE AND (I) 5/858' LONG GALVANIZED ROD. FOR ELECTRICAL GROUNDING. SEE DIV. 16 AND VERIFY Ill SITE CONDITIONS BLOCK OUT M STEM WALL FOR DOORS, HVAC, ETC. AS REQUIRED 18•44• CRAUH. SPACE ACCESS. INSULATE AND )) WEATHER STRIP. SEE DIV. 010022 SHEET A -D2 FP -6 ) FP -l) FP -S ) � FP-S ) FP -10 ) FP -II ) PRESSURE BLOCKING OF SAME SIZE AS ADJACENT JOIST. 24'524,1' MAT FOOTING ON SOLID SUBSTRATE W/ (2) •4 BAR EACH WAY OR 12' STRIP FOOTING PER DETAIL 16/DI i FP -15) 30'X30' MAT FOOTING ON SOLID SUBSTRATE W/ (2) •4 BAR EACH WAY OR I5' STRIP FOOTING PER DETAIL 16/DI. 36906942' MAT FOOTING ON SOLID SUBSTRATE W/ (2.)•4 BAR EACH WAY STUB STEEL 12' INTO SLAB .• 12•oc FP -13 ) (FP-14) )FP -I6) FP-11 ) (FP-Is) (FP-I (FP" m) FLOOR JOIST SEE DIV. 6 51-EET A -1 4x8 BEAM LINE, SOLID BLOCKING BETWEEN JOIST OVER SUPPORT. SEE DIVISION 04.100 SHEET A -I PROVIDE SOLID BLOCKING TI-!R!'JOIST SYSTEM TO PROVIDE SAME AREA OF BEAM SUPPORT AS ABOVE AND BELOW SEE Div. 6 SHEET A -I �21 MIN. I' CLEARANCE FROM CONCRETE AT END OF SEAMS EXTEND PIER MIN IS' BELOW SURROUNDING GRADE 3' DIAMETER STEEL POST EDGE OF CONCRETE FP -22 ) FP-15) FP -24 ) ,. SEE' CO ?ER 8+IEEt FOR ALL GENE -AL_ NOTES -.Arcs 2. SEE TYPICAL'1'1ATERTALS LIST ON SECTION SHEET 3. SEE COVERSFIEET FOR ALL NOTES AND REQUIREMENTS' CCNCERNING MEGHAIItCAL, PLi/1BING, AND ELECTRICAL. :. 4. TRUSS DESIGN SY MAN. . TRUSS PLAN SHORN IS FOR GENER L LAYOUT ONLY' SEE DIV. 6100 SHEET A -I .. -._ _ - TRUSS LOADING SEE DIV. 010001A SHEET A -1 - TRUSS. SPAN PER FLOOR PLANS TRUES TYPE PER ROOF FRAMII. PLAN 5. ROOF 554/1 G SPACING. 24' 5.ROOF PITCH - EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1. RAFTER TAIL 2x4. VERIFY. 5. ROOF TAIL AND RAKE OVERHANG PER ROOF FLAN. 5. ALL HEADERS ARE 4x10 DF UND. PROVIDE (I) T EMIER STUD UP TO 4' -0• SPAN ' AND (2) TRIM—ER STUDS OVER 4'-0' 11,0. SEE DIV. 05100 SHEET A -I SYMBOLS & LEGEND o POINT LOAD FROM ABOVE PONT LOAD FROM ABOVE UU LOADING POINT LOAD TRANSFERINIG DOWN POINT LOAD TRANSFERINO DOWN W/ LOADINGS HANGER PONT LOAD TRANSFERED BY KICKER WOW COIN WITH SIZE DESUGN4T5ON -' jr .,VERTICAL STRAP WITH SIZE DESIGNATION'. TO BE USED ON FLOOR BELOW bixx HORIZONTAL STRAP WITH SIZE DESIGNATION 5 104-155 BEAM CALCULATION WITH 1595X52 NUMBER EXTENT: OF SHEAR WALL TYPE OF SWEAR WALL i .1= ma. / ABOVE ifirEsza4 WALL SE.LOW NOTE: UM),ESS OTHERWISE NOTED, 1B.NEERING, AND CALCULATIONS A - NOT PROJIDED N THERE DRAWINGS 4�e.,ENEG CITYOFTUKYE)5 ;'.: PERM[T,GENT64 QUARE FOOTAGE MAIN. FLOOR 964 SF • UPPER FLOOR iis5 SF TOTAL 2119 SF ' GARAGE • 422 sF DECY/PAT1O - 109 SF , OU T 41 TA rFZ. S ALL ' 1 4 .i i• M T gRr E CNTCE IN CALCULATIONS. OPEN IMAVUL ARE = • . • GLAZING CALCULATION TOTAL SF OF HOME TOTAL SF OF GLAZING TOTAL S OF GLAZING SF. 15 CALCULATED 1./61,* THE REQUIREMENTS SET FORTH IN THE WASHBGTION STATE ENL.RGY CODE REFER TO ADDITIONAL DOCLMENTATIoN TO SUPPORT ME OF PERFORMANCE CO / 2127 SF 280.64 SF 13.2 S El FAN- DUCT VENT TO OUTSIDE - examoomen..asiom, 52) cp MN. -KITCHEN 1020 CFM MIN. -WHOLE 4OUSE FAN 100 CR1 MN. vTOS [ffi 11140LE HOUSE EKHAUOT FAN CONNECTED A 24 HOUR TIMER - 100 CR1 MIN., vT0 71-ERIOSTAT • 60 Al3OVE FLOOR 0 IlOv SMOKE DETECTOR PER uec WITH SAT itt, BACKUP INTERCONNECTED (1.) 2-4 POUR TIER TO 14.140LE HOUSE FAN 28-4 Patio CONC. I 10 UT 4 1/2 MECHANICAL, PLUMSNG, AND ai.tctiRicAt, - SYSTEM FOR UNITS: PER DI, 516 SEE 8HEET Al A PROVIDE 6 DIAMETER FRE$I4 AIR INTAKE FROM OUTSIDE TO RETURN AIR PLIESIM AT FURNACE WITH MOTORIZED DAMPERS E. 77 TI-EIRMAL EXPANSION T48# AT tUATER C. STRAP WATER HEATER TO FRAMING TOP AND BOTTOM - D. PROVIDE PRESSURE MUFF LINE PLUMBED TO CUTSVE. GENERAL PLAN NOTES I. „_• SEE 'COVER SHEET. FOR ALL GENERAL NOTES AND REQUIRE1 2. R A1 AIR QUAIL1TY INFOR SEE DI, 11 SHEET A-I I FLOOR PLAN KEY NOTES I P-I P-2 H -3 I EGRESS lthelDOW PER 1,19C, SECTION 310.4 P- ••• • ' SEE DIV. 4,42600 SHEET A-I iGNITF.F. 2. 6 FOR GAS FIRED APPLIANCES IN GARAGE TO EE V MIN, ABOVE TOP CFSLA13. SEE DIV. 15 SA-EET A-I COVER WALLS ADJACENT TO TUBS AND SHOUJERE WITH NON-ASSORE3ENT MATERIAL TO TO ABOVE ORAN INLETS. SEE Div. 09250 SHEET A-I (2) LAYERS OF FLOOR SHEATHING OVER FRAMING. V MAX. RISER WITH kV MI, RN IF MORE THAN (3) RISERS, HANDRAIL REQUIRED PER MC, SECTION 1006 SHEET A-I 18 04 CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE Div. 010022 51-IEET 22 ATTIC SPACE ACCESS W/ 30 HEAD CLEARANCE. INSULATE AND U.E411-IER STRIP. SEE DIV. 01002J SHEET A-I FLOOR MATERIAL EREA. LINE WALL LINE ABOVE ( p-Ed P-S P-9 1 P-10 ) P-11 P-I2 ) P-I3 ) ( p-4 ) P-11 ) P - 2 0 ) P41) L P-22 ) t P-24 ) 3. 444 BUILDING ELEVATION FOR WINDOW 'OPERATION :SEE DIV..E SHEET A-I 4. SEE TYPICAL MATERIALS LIST ON SECTION 61-EET 5. SEE COVER SHEET FOR ALL NOTES AND REQUIREMENTS c0..mm. MECHANICAL, PLUI AND ELECTRICAL. OCCUPANCY SEPARATIO, APPLY (II LATER 5/8 1,PE awe. TO ALL WALLS AND CEILINGS OF GARAGE SIDE FROM FOUNDATION TO SHEATHING WRAP POST AND BEAMS. APPLY (2) LAY.,G TO TRE,SES, AND TJI FLOOR JOIST. SEE Div. 020023 SHEET A-- 3/6 SOLiD CORE DOOR WITH SELF CLOSER TO BE TIGHT FITTING SEE DIV. 01E02.5 A-1 STAIR A.A.MELY NO0.8, PER MC SECTION 1003 i-EADROOM MIN. 6 WIDTH B. TREADS UV MIN_ DEPTH, RieEn• V MA)1_ 1 C. HANDRAIL MIN. 34 To MAX 38• ABOVE TREAD NOSNG. HANDRAIL I UT MN. TO 2' MAX. CROSS SECTION DIMENSION AND 11/2' MN. CLEAR FROM WALL, RETURN RAIL ENDS. D. INSTALL FIRE BLOCKING AT STRINGERS TOP AND ?BOTTOM AND ADJACENT //4/ I (92. E. COVER USABLE SPACE LAVER STAIR I.U/ 515 TYPE •ir (2) LAYERS • CEILING AREAS F. INTERMEDIATE SAL/15w15 SHALL SE SPACED ili/.LESSTI-LAN SETWEEN BALUSTERS - SEE Div 01002.6 SWEET A-I. SAFETY GLAZING PER LOC, SECTION 2404 A. WITE.TOUS WITHIN IS OF FLOOR S. WINDOWS WITHIN A 24' ARC of DOORS C. WINDOWS AT TU135 AND SHOWERS ATNG IN DOORS E. 0011-/IN STAIRWELLS F. WITHIN S OF TOP OR BOTTOM OF STAIRS SEE Div. 05800 SHEET A-I 3‘ A.. 'AUTASTAIRSILZER S SLOPES AT 24 48000E STAIR NOSINGS. g...EARINCE :02.. SIDES PEI2 USC SEE Div. 15 SHEET A-I PLANT SHELF UPPER AND LOSER LINEN CABINETS SOFFIT AREA INTEGRATED MAKE LIP AIR 2o4 STUDS R-I9 INSULATION MI, ;WALL LINE BELOW FIREPLACE ASSEMBLY NOTES: A. DIRECT VENT FIREPLAcES, INSTALL PER MFG. SPEOPICATIONS, SHALL CCINFORI TO USC IWQIIRIEMENTS. SEE 01,010028 SHEET A-I B. ZE1120 CLEARANCE FIREPLACES SHALL potOotem TO USC RE:WIRE SEE DM 010026 SHEET A-I C. HEARTH SHALL cow TO USC REQUIREMENT. SEE Div. 010028 AND 9 SHEET A-I D. 5/8 TIME •x• c4I.Le ON f SIDE OF 014A5E CLOSURE TO ROOF SHEATHING. SEE SITE PLAN FOR EVEN-IT OF WALKS AND DRIVEWAYS V DIAMETER STEEL POST -_ Nook VINYL • i cARFET '? Family IGIBI Kitchen vINYL I III' 1 ' 2,6 ttloLL P-12 I . - Par ItTY ' 1 , - I ' 2. WALL .T. E).,:R Liying CARp r 46 I.F. HALF WALL ../ wool, CAP 1 5 UT 8 V-I0 1)2' 4 Ur (:)2 2 3' 8 ,r I F w A' P-12 ) - - .1. Pwcfr. , ,,,,,,,.. EMEI ,-, 2. 1 CORER OLP P-is 1 I Vt OS r‘ v _.L., 4 1 1 VI \ 1 w _ IIMMIk - Porch =NC • b ( 2 p-s ) ( F.-2 3 VT . = wr v8 2'-II 3•-1' ) Ellor , R i ,, , , , „ - • .. _ 14 , \__ t2' SQUARE cot)" ' e ? . [ P-s ) ( P-16 ) -6 t • I - 4 3 1/2' I Garage CONC P-I ) I 1 r i i t .1111b. QUARE FOOTAGE MAIN. FLOOR 964 SF • UPPER FLOOR iis5 SF TOTAL 2119 SF ' GARAGE • 422 sF DECY/PAT1O - 109 SF , OU T 41 TA rFZ. S ALL ' 1 4 .i i• M T gRr E CNTCE IN CALCULATIONS. OPEN IMAVUL ARE = • . • GLAZING CALCULATION TOTAL SF OF HOME TOTAL SF OF GLAZING TOTAL S OF GLAZING SF. 15 CALCULATED 1./61,* THE REQUIREMENTS SET FORTH IN THE WASHBGTION STATE ENL.RGY CODE REFER TO ADDITIONAL DOCLMENTATIoN TO SUPPORT ME OF PERFORMANCE CO / 2127 SF 280.64 SF 13.2 S El FAN- DUCT VENT TO OUTSIDE - examoomen..asiom, 52) cp MN. -KITCHEN 1020 CFM MIN. -WHOLE 4OUSE FAN 100 CR1 MN. vTOS [ffi 11140LE HOUSE EKHAUOT FAN CONNECTED A 24 HOUR TIMER - 100 CR1 MIN., vT0 71-ERIOSTAT • 60 Al3OVE FLOOR 0 IlOv SMOKE DETECTOR PER uec WITH SAT itt, BACKUP INTERCONNECTED (1.) 2-4 POUR TIER TO 14.140LE HOUSE FAN 28-4 Patio CONC. I 10 UT 4 1/2 MECHANICAL, PLUMSNG, AND ai.tctiRicAt, - SYSTEM FOR UNITS: PER DI, 516 SEE 8HEET Al A PROVIDE 6 DIAMETER FRE$I4 AIR INTAKE FROM OUTSIDE TO RETURN AIR PLIESIM AT FURNACE WITH MOTORIZED DAMPERS E. 77 TI-EIRMAL EXPANSION T48# AT tUATER C. STRAP WATER HEATER TO FRAMING TOP AND BOTTOM - D. PROVIDE PRESSURE MUFF LINE PLUMBED TO CUTSVE. GENERAL PLAN NOTES I. „_• SEE 'COVER SHEET. FOR ALL GENERAL NOTES AND REQUIRE1 2. R A1 AIR QUAIL1TY INFOR SEE DI, 11 SHEET A-I I FLOOR PLAN KEY NOTES I P-I P-2 H -3 I EGRESS lthelDOW PER 1,19C, SECTION 310.4 P- ••• • ' SEE DIV. 4,42600 SHEET A-I iGNITF.F. 2. 6 FOR GAS FIRED APPLIANCES IN GARAGE TO EE V MIN, ABOVE TOP CFSLA13. SEE DIV. 15 SA-EET A-I COVER WALLS ADJACENT TO TUBS AND SHOUJERE WITH NON-ASSORE3ENT MATERIAL TO TO ABOVE ORAN INLETS. SEE Div. 09250 SHEET A-I (2) LAYERS OF FLOOR SHEATHING OVER FRAMING. V MAX. RISER WITH kV MI, RN IF MORE THAN (3) RISERS, HANDRAIL REQUIRED PER MC, SECTION 1006 SHEET A-I 18 04 CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE Div. 010022 51-IEET 22 ATTIC SPACE ACCESS W/ 30 HEAD CLEARANCE. INSULATE AND U.E411-IER STRIP. SEE DIV. 01002J SHEET A-I FLOOR MATERIAL EREA. LINE WALL LINE ABOVE ( p-Ed P-S P-9 1 P-10 ) P-11 P-I2 ) P-I3 ) ( p-4 ) P-11 ) P - 2 0 ) P41) L P-22 ) t P-24 ) 3. 444 BUILDING ELEVATION FOR WINDOW 'OPERATION :SEE DIV..E SHEET A-I 4. SEE TYPICAL MATERIALS LIST ON SECTION 61-EET 5. SEE COVER SHEET FOR ALL NOTES AND REQUIREMENTS c0..mm. MECHANICAL, PLUI AND ELECTRICAL. OCCUPANCY SEPARATIO, APPLY (II LATER 5/8 1,PE awe. TO ALL WALLS AND CEILINGS OF GARAGE SIDE FROM FOUNDATION TO SHEATHING WRAP POST AND BEAMS. APPLY (2) LAY.,G TO TRE,SES, AND TJI FLOOR JOIST. SEE Div. 020023 SHEET A-- 3/6 SOLiD CORE DOOR WITH SELF CLOSER TO BE TIGHT FITTING SEE DIV. 01E02.5 A-1 STAIR A.A.MELY NO0.8, PER MC SECTION 1003 i-EADROOM MIN. 6 WIDTH B. TREADS UV MIN_ DEPTH, RieEn• V MA)1_ 1 C. HANDRAIL MIN. 34 To MAX 38• ABOVE TREAD NOSNG. HANDRAIL I UT MN. TO 2' MAX. CROSS SECTION DIMENSION AND 11/2' MN. CLEAR FROM WALL, RETURN RAIL ENDS. D. INSTALL FIRE BLOCKING AT STRINGERS TOP AND ?BOTTOM AND ADJACENT //4/ I (92. E. COVER USABLE SPACE LAVER STAIR I.U/ 515 TYPE •ir (2) LAYERS • CEILING AREAS F. INTERMEDIATE SAL/15w15 SHALL SE SPACED ili/.LESSTI-LAN SETWEEN BALUSTERS - SEE Div 01002.6 SWEET A-I. SAFETY GLAZING PER LOC, SECTION 2404 A. WITE.TOUS WITHIN IS OF FLOOR S. WINDOWS WITHIN A 24' ARC of DOORS C. WINDOWS AT TU135 AND SHOWERS ATNG IN DOORS E. 0011-/IN STAIRWELLS F. WITHIN S OF TOP OR BOTTOM OF STAIRS SEE Div. 05800 SHEET A-I 3‘ A.. 'AUTASTAIRSILZER S SLOPES AT 24 48000E STAIR NOSINGS. g...EARINCE :02.. SIDES PEI2 USC SEE Div. 15 SHEET A-I PLANT SHELF UPPER AND LOSER LINEN CABINETS SOFFIT AREA INTEGRATED MAKE LIP AIR 2o4 STUDS R-I9 INSULATION MI, ;WALL LINE BELOW FIREPLACE ASSEMBLY NOTES: A. DIRECT VENT FIREPLAcES, INSTALL PER MFG. SPEOPICATIONS, SHALL CCINFORI TO USC IWQIIRIEMENTS. SEE 01,010028 SHEET A-I B. ZE1120 CLEARANCE FIREPLACES SHALL potOotem TO USC RE:WIRE SEE DM 010026 SHEET A-I C. HEARTH SHALL cow TO USC REQUIREMENT. SEE Div. 010028 AND 9 SHEET A-I D. 5/8 TIME •x• c4I.Le ON f SIDE OF 014A5E CLOSURE TO ROOF SHEATHING. SEE SITE PLAN FOR EVEN-IT OF WALKS AND DRIVEWAYS V DIAMETER STEEL POST PROVIDE (2) 2. OR 3x SOLID BLOCIN' its UAL_ LINE ABO'E SYMBOLS 41 LEGEND 0 POINT LOAD. FROM ABOVE POINT LOAD FROM ABOVE Ill/ LOADING HANGER POINT LOAD 7RANSFERED BY KICKER ' HOLD DOWN WITH NZE DESIGNATION 9 % VERTICAL STRAP WITH bIZE DESIGNATION TO BE USED ON FLOOR. BELOW 8T»c HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BEAM CALCULATION WITH INDEXED NUMBER _. ".. EXTENT OF SHEAR WALL TYPE OF SHEAR WALL I ' WALL ABOVE Imesamt WALL BELOW , i`10TE UNL PTNE1+SUf NOTED, ENGINEERSG AND CALCULAT1 ARE - NOT IDED M THESES PRAW2'IGS ( F - ALL FLOOR JOIST ARE II-1/S TJI PRO 990'8 AT 192' x vERPY W/ MFG. LAYOUT SEE DIV. 06100 START FRP"i? LEDGER GENERAL FRAMING NOTES 1. SEE COVER.BFEET ALL G2NERAL NOTES AND 2, 'EEE TYPICAL MATERIAL S LIST ON SECTION SHEET 3. SEE OOVERSHEET FOR ALL NOTES AND REQII.F2FT'ENTS CONCERNING MECHANICAL PL)?'IBRd%,. ELECTRICAL. TRUSS DESIGN Si' MANF. TRUSS PLAN SHOWN IS. FOR GENERAL LAYOUT .ONLT,', SEE Div 5100 SHEET A -I - TRiISS LO SEE DIV: 010001 A SHEET A -I - TRUSS SPAN PER FLOOR PLANS - 14E321s TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, 24' cc. UNA 6. ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1 RAFTER TAIL 2x4. VERIFY: S_ ROOF. TAIL AND RAKE OVERHANG PER ROOF PLAN S. ALL I-EADER3 ASE 4,0 DF 4 UXO. PROVIDE (1) TRIMMER STUD UP TO 4-0' SPAN AND (2) TRIMU STUDS OVER 4' -0' LIMO. SEE DIv. 06100 SHEET A -I I FRAMING PLAN KEYNOTES I 11 BACK FRAMN6 AND 60FH T AREA A5 P.. REQUIRED TO ALLOW FOR HvAC DUCTING. SEE DIV./5 SHEET A -I �-- RAKED PONY WALL ON TOP OF LOITER ROOF FRAMING MEMBERS SUPPORTNG UPPER ROOF FRAMING MEMBERS. ALIGN EDGE OF JOIST WITH FACE OF WALL F -3 ALIGN INSIDE FACE CF BEAM WITH OUTSIDE FACE OFUTALL. UPSET - B OTTOM OF BEAM EVEN W/ BOTTOM OF I F-5 j JOIE AN T OP OF B EAM EXTENDS UP ABOVE JOISTS F -6 I TOP OF BEAM 1S FLUSH WITH BOTTOM CF JOIST PATH NO TOP PLATE. CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. l 1 A1110 SPACE VENT I F SEE CALCULATION SEE DIV. 01002 SHEET A -I t F 8 1 FLOOR JO B SHEET SCI-EDULE 060 �t �L F -g ENS AND SECTIONS FOR -44,73,5 .. PLAT= SEE EL H .40 �F° BLOCUING 1-i F -10 SEE DIV. 06100 SHEET A -I // � D A FLUSH - BOTTOM OF BEAM EVETI W/ BOTTOM t ..° OF .101579 P O TOP OF BEAM FLUSH Ul/ TOP OF JOIST AND BEAM EXTENDS DOWN BELOW JOISTS 2 TOP OF BEAM 5' BELOW TOP OF JOIST TO : -- ALLOW FOR HVAC OVER BEAM AND BEAM BUMPS DCLLN BELOW JOISTS :: d, F -12 F -13 F -14 F -15 2X6 OvERFRAMNG • 24' aC 2X6 CEILING JOISTS • 24' 00 �J ott 0 SQ ERMRtENuER 0 -6 1/4' 5 3 12' 3 -3 12' 047114' Y -11 :;., 4'-5' - 2' -8 0- FAN DIRECT Vp4TTG bl t0IDE =tsAnazettisn.Aunibwr 50 CFM MEN. K1TCN7 i07QJ CFM h(IN. .: - 1.N01-E M 2482/Y4: 100 OEM ,MII•L vroS � 113401E 4K112E=E%I4A10t FAN CO02110T20 A ,'F4'HOU2 71 1ER.- 100 CFMI MIN vrO TE4EFISIDSTAT • 50' ABOVE FLOOR Q IjOv SMOKE DETECTOR PER UBG WITH BATTERY BACKUP INTERCOFIHECTED 24 HOER TIMER TO L3-IOLE HOUSE FAN SY) B iS D LEGLI 20 -4' lo'-®' 0 -0 ... 0 -5 12' 2' -11 I2' I' 2 I' -I 2' 6' -0` Bdrm #3 CARPZT a'a , P-11 ROOF LNE BELO -I W..PROVIDE 66' DIMIETER FI es4 AIR INT41O FROM OUTSIDE TO RETURN AIR PLEOITI AT FURNACE WITH MOTORIZED FLOW DAMPERS. E:. PROVIDE INTERNAL EXPANSION TANK ATE WATER HEATER G STRAP WATER NEATER TO FRAMING TO AND BOTTOM. D. PROVIDE-PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. , 3: NERAL PLAN NOTES L SEE COVER SHEET FOR ALL GENERAL NOTES . ANd�REOO T1ET1T5, . ` :: 2. ENERGY AND AIR QUAIL }TY INFORMATION ` - . SEE DIV. it SHEET A -I. _ 3- 6E2 - AUIL.DINC1 ELEVATION FOR WINDOW OPERATION. SEE DIV. S SHEET A - I - 4, SEE TYPICAL MATERIALS LIST ON SECTION SHEET 5. SEE COVER SHEET FOR ALL NOTES AND REQUIREMENTS CONCERNIN0 MECHANICAL, PLIJTET4s, AND ELECTRICAL. FLOOR PLAN KEY NOTES I P _ 1 O CCUPANCY SEPARATION: I APPLY Cif LATER s.,s• TYPE '14 • 011/5. TO ALL WALLS AND CEILINGS OF GARAGE SIDE FROM FOUNDATION TO SHE41141NG. WRAP POST AND BEAMS. AY (2) LAys TO TRUSSES : AND TA FLOOR JOIST. SEE DIV. 00025 SHEET A -I P 2 J 1 30' MIN. SOLID CORE-4,00R WITH SELF CLOSER TO BE TIGHT FITTTIE SEE DIY. 010023 SHEET A -1 ( P -3 STAIR ASSEMBLY NOTES. PER UBC SECTION 1003 l - A. HEADROOM 1 MIK 6 3' -0' -. - B. TREADS I' MIN DEPTH, RISERS S MAX HT, - .: C. HANDRAIL MW. 34' TO MAX 30' ABOVE TREAD NOSIl .s HANDRAIL 1 12' MIN TO 2' MAX CROSS SECTION DIMENSION AND 1 1/2' MIN. CLEAR FROM WALL, RETURN RAIL ENDS. D. INSTALL. FIRE BLOCKING AT STRINGERS TOP AND BOTTOM. AND ADJACENT WALL(S). E. COVER USABLE SPACE UNDER STAIR W/ 5B' TYPE 'X' 0111B. (2) LAYERS • CEILING AREAS. F. INTERMEDIATE. BALUSTERS SHALL SE. SPACED WI LESS THAN 4' BETWEEN BALUSTERS DM, 0102241 SHEET A-1. 1 SAFETT GL.40tl0 PER EEC, SECTION 2406 . l 1 A. WINDOWS WITHIN i8' OF FLOOR B. WINDOWS WITHIN A 24' AIFC OF DOORS G WINDOWS AT TUBS AND SHOWERS D. GLAZING M' DOORS E. WITHIN STAIR.. I S F. WITHIN 5" OF TOP OR BOTTOMS OF .STAIRS SEE Div. : 08800 SHEET A -1 EGRESS aNDOW PER UBC: 9EGTION 3mA [ P SEE DIV. 08600.: SHEET 4 - I � P - ,- IGNITEPS FOR GAS FIRED APPLIANCES IN . GARAGE TO BE 18' MIL ABOVE TOP OF SLAB. SEE DIV. IS 54EET A - I P1 I COVER WALLS ADJACENT TO TUBS AND _ L 1 SHOWERS '1.11131-1,10N-ABSORBENT MATERIAL TO 10' ABOVE DRAIN RNLETS. SEE DIV. 09250 SHEET A -I f p _ 8 (2) LAYERS OF FLOOR SHEATHING OVER FRAMING. p -g J - S' MAX. RISER WITH ' MIN RUN IF MORE 10 THAN (31 RISERS, HANDRAIL REQUIRED PER UBC, SECTION 1006 SHEET A -I 0 x24 CRAW.- SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE DI, 00022 SHEET A -I 22 x30 arm. SPACE ACCESS W/ 30' HEAD CLEARANCE. INSULATE AND WEATHER STRIP. SEE DIV. 01002,1 SHEET A -1 FLOOR MATERIAL BREAK LINE WALL LINE ABOVE WALL LINE BELOW FIREPLACE ASSEMBLY NOTES: A. DIRECT VENT FIREPLACES, INSTALL FER MFG. SPECFICATIONS. SHALL CONFORM TO NEC 520)24121115. SEE DIV. 010028 SHEET A -I S. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO 118C REQUIREMENTS. SEE DIV. 010028 SHEET A -I C. HEARTH SHALL. CONFORM TO L OC REQUIREMENT. SEE DIV. 010028 AND 9 SHEET A -1 D. 5/8' 1YPE °X' GIB ON HOUSE SIDE OF CHASE CLOSURE TO ROOF SHEATHING. SEE SITE PLAN FOR EXTENT. OF WALKS AND DRIVEWAYS t P_11 3' DIAMETER STEEL POST P -18 J 36' GUARDRAIL PER UBC 5092 A. AT STAIRS SLOPES AT 36' ABOVE STAIR NOSING0' P - 19� B' VENT FOR M ECHANICAL. I' CLEARAN A SID PER USC SEE DIV. 114 SHEET A - � P - 20 1 PLANT SHELF l P - ) UPPER AND LOWER LINEN CABINETS SOFFIT AREA ll� P -23 J - INTEGRATED MAKE UP AIR ( P -24 ) 256 STUDS W/ R -I9 INSULATION MIN. . ROOF VENT CALCULATION 'SAMSON. 3 2.112 HOLES PEI VENT LO Y NOCE VENT CALCS BASED ON UBC SECTION 15 053 TOTAL ROOF AREA 066 - SF/300 385 SF OF YQNT AREA RE-0 Ii,. % AT EAVE • 193 °REQUIRED 50 ": 3, s. 36' (MIN/ ABOVE EAVE • 193 - ` )5F REQUIRED 6. ROOF JACKS AT 50 SO_ IK EACH•al . SQ. M.• 174 9F 78 LF. CF EAVE VENTS' AT 52 SGI. IAA F• 40E6 - SQ. IN.•282 SF - GABLE END YEN'S AT Q. x4_ • fl— SCL N..0 SF GABLE END VENTS AT ___x - • SQ IN .0 5F 2 GABLE END VENTS AT lB DIA. • 24 SQ. IN•XT` SF TOTAL YENTA PROVIDED ROOF JACKS , 174 SF EAVE VENTS ; • _282.. _ SF GABLE END VENTS • 31 SF TOTAL SF OF VENTS PROVIDED :. 4& SF • AREA MAY BE 1/3000 IF A VAPOR RETARDER IS INSTALLED ON THE WAFT SIDE OF THE ATTIC INSULATION USG 150532 ' NEON • EFFECTIVE VENT AREA BASED ON A 30% REDUCTION DUE TO 1/ 4 N '" END TRUSS ` -- WA I LINE BE Lou ._ J ROOF LINE BEI-OU 4x10 PF. 2 r 1 LJ ROOF LNE BELOW SYMBOLS & LEGEND PONT LOAD FROM ABOVE PONT LOAD FROM ABOVE W/ LOADING POINT LOAD TRANSFERING DOWN HOLD COON WITH SIZE DESIGNATION,,:` - r VERTICAL. STRAP 010 - SIZE DESIGNATION is . TO BE USED ON FLOOR BELOW HORITAL' STRAP WITH SIZE DESIGNATION • O NJDICATES BEAM CALCULATION WITH IF WXED.NUMBER P 6 -- EXTENT OP SI/EAR WALL TYPE OF'SON PALL , .._ F1 �JALL' ABOVE WALL BEt.oiru ... :sS ISE TMOTEt2iENGI RUCs AND I GENERAL FRAMING NOTES I I FRAMING PLAN KEYNOTE~ BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR HVAC DUCTING. SEE DIVIN SHEET A -1 RAKED PONY WALL ON TOP OF LOWER ROOF FRAMING. MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS. ALIGN EDGE OF JOIST WITH FACE OF WALL 1 ALIGN INSIDE FACE OF BEAM WITH OUTSIDE F-4 F - FACE OF WALL F -I ( F - 1 F -3 1 F -5 1 JO AND OP OF BEAM EXTENDS P ABOVE JOISTS -0 J FLOOR JOIST - SEE SCHEDULE DUIG. F -S I SEE DIV. 06100 SHEET A -1 SEE ELEVATIONS AND SECTIONS FOR PLATE. HEIGHT PRESSURE BLOCKING SEE. DIV. 06100 SHEET A-1 FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS .. _ F -N I F -10 F -II 1 F -12 F - 13 F -14 I. SEE COVER•SHEET FOR ALL 'GENERAL NOTES AND REQtUIREMENTS. . .. 2 SEE TYPICAG. LIST ON SECTION SHEET 3. SEE COVERENEET FOR ALL NOTES. AND REQUIIEhffiNTS CONCERNING MECHANICAL, PL LIIBING, AND . ELECTRICAL. 4- TRUSS. DESKN.1 T MANUF. 'MISS PLAN SHOWN. IS FOR 000IERSL LAYOUT ONLY SEE Div. 6100 SHEET A -I -. TRUSS LOADING SEE DIN. 010001A SHEET A -I TRUSS. SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING P LAN 5. ROOF FRAMING. SPACING, 24' o_. UND. ,ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION T. RAFTER TAIL 2x4 VERIFY. S. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. S. ALL HEADERS ARE 4x10 OF 2 UNO. PROVIDE lU TRIMMER STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OVER 4' - UN, SEE DIN. 00100 SHEET A -I TOP OF BEAM 15 FLUSH WITH BOTTOM OF JOIST IWTH NO TOP PLATE CUT ADJACENT FRAMING MEMBERS INTO SEAM( FOR ADEQUATE SUPPORT. ATTIC SPACE VENT SEE CALCULATION SEE Div. 01002 SHEET A -I TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS - DCUN BELOW JOISTS • TOP OF. BEAM'S' BELOW TOP OF JOIST TO ALLOW FOR 14VAC OVER BEAM AND BEAM BLFINS DOWN BELDWJOISTS 2XO OVEFFRMlING • 24' OC f -IF` 1 2X6 CEILING JOISTS • 24' OC LJ HORZ SIDNO b' Wad. SIDIF* . -7 SIDE ELEVATION TOP PLATE 0R1 HIM 4I6T. -: REAR ELEVATION HOW. SIONO s � .nto nto Ismr lla u�m>ax : m® ■fin °% I �...fi uNUluNUl um etu Nr /lell ra �+Iin lu/►>e r/m� ii.iamil // = 'uiuIImIu /Ii euge '4NUlulerul IIIIII luuluNrululu 72 - per lemu lumler I Nmrl� ° R . — — - IitllwllliliIil /i' `� _ !Uri:MMIUNIM r Nnliluu uleu umuN ,flumeemuNl lu/Ileil► ''NI /!. a /IUNI/IUII el!(lln Il ' rllllln /�'AN I' „ h lllimuu. eilumnumr -III =III ° .III low 1.... gm. ._.�t III BB)�� t[ it. .nui- ■�•��JI�1o11 tl.��■�■a•T"ma>I�uu�� axb TR1'1 ■ ,1 IlNrulIN I. , I/IUIehIUN milNUluluuirmu(wm.I iii■um.,r./II /IIN1����m� I INUluruul eruuNUIiNINIU uluul ■11/iiNHuul . ' luuI/luu u NIQUN luulu�uI :INr/(rNr/( 1111011111111111111111•1111111INIMIIIIIMIIIIIIIIIIIES1111 mom ;l.Iuuirlrrufue FLOOR JOISTS PER PLAN aces• V4 -O TOP PLATE WP. to - FIG 2x4, 2 3 CORNER BOA16125, TTP. b' NORM. soma - TTP. N � IT MOO ROUGH SAUN m! V2 CORNER MgS-DS 1x6 OVER h6 TRH MAP R.00R WIN. FM PST. UPPER FLOOR TOP PLATE WIN NOR NGT. CITY MOWED CITY Juts " 20tlo PERMIT CENTER .. TOP PLATE • GARAGE TYPICAL BUILDING MATERIALS ROOF CONSTRUCTION ROOPING ( 7) SHINGLES (DIV. 010005) BUILDING PAPER• (DlV. 7) 30* BUILDI O PAPER SHEATHING: (DIV. 6) 7/16 OSB OR EQUAL PER PLAN ID FR I N?ION:[(DIV R -3 RE LOWN- PLYWOOD 90FF[1:(D TV. GWB;(DN 9) 5/0 OWE EXTERIOR WALL CONSTRUCTION D BBU W any. - 7) ISO BUILDING PAPER SHEATHING: ((DDIV 6) 7/16' OSB OR EQUAL INSULATION. ON: (/1. 7) R 13 STUDS W/ VAPOR BARRIER OWE: (DIV. 9) I/Y ORB FLOOR CONSTRUCTION FLOORING: 1V,. SUBFLOOR IV. 6) FRAMING: V. 6) INSULATIO : (DIV. 7) SOFFIT. (DIV. 7) TRIM:(DIV. 6) WINDOW HEAD: 2x6 (WITH NO BRICK MOLD) JAMB: 2x6 SILL PER PLAN CORNER BOARDS: INSIDE; 2x2 OUTSIDE: 2x4,2x3 FASCIA: 2x8 UNO FINISH PER PLANS (DIV. 01005) 3/4• TAO (PLYWD, COMPLY, OR EQ.) PER PLANS R49 BATT UY RE -SAWN PLYWOOD IS, GABLE LANT 2rb FASCIA I. TRH T TP_ 2x BATID * CNER RBOIYl4 SAW PLYWOOD •IV - TYP. 2xb TRH - TTP. 2 b TROT - TYP. 23 STOOL BOARD over 2»,v TRH - 2x5 2. TRH 2b TRH oil FRONT ELEVATION 8cel• V4' -I' -0' 23 STOOL STOOBOARD OVER Nt u/k b' OENTELS • 24' sc. TOP PLATE TIRE JOB NQ ; 8909027 SHEE 99090,2 - . I TOR OF SLAB . >. TOP OF FTG TOP O L ©APA LATERAL RESTRAINT PANEL CRIPPLE WALL 0 FOUNDATION , FOUNDATION DETAIL 3/8• =f 1700-0310042 IQ 3/4• =1 oeI0008300 -oe_TJ + FPESN (GRADE TOP CR DOWEL • JJPS' BASEMENT SLAB MIST BEN PLACE PRIOR TO NLL BACKFLLNG CF WALL. NO NSLLATION BETWEEN BAE€EN4T SLAB AND STEM WALL. If II. •i 2' -4' 8 8' FOUNDATIO D TAIL 3 /4•=T - O• 1' -4' FOUNDATIO D TAIL 3/4 -0' 2X4 TOP PLATE GARAGE DOOR HDR (SEE FRIG PLAN FOR SIZE/ NAIL '}EATING TO LICK. W Sd NAILS • 3 0.C. • SIR HALL LOG UNO. ON SLR WALL SGED. 2 2x4 STIDS"NAIL SLEATHNG W' Sd NAILS • 3' OL TO EARN STUD UNO. ON SLR NALL °SCJ.D. N.U. Bd NAILS • 3' OL • ALL PITS. HD., (ST1D5 tUNO. 04 SLR WALL 9(OED. 2 2.4 AT ANY SH-EATNNNG JOINT 1/16 O.S.B. SIJEATLWG (MIN" STIDL STRAP TIE ANODE (NAIL TO BOARD FORM BEND LP AFTER CONCRETE OJRESI RISE 38.16&X2 IB RAU EACH UNO. 2 -2X4 PLATES. NAL SOT@ TO EA RATE (21 5•'04../ MN. I' Eneect ENLT UNA ON SIR WALL 9OFD. CONTINUOUS FOOTNN SE'•x10' AB. tlV 2'47(34' 50. STEEL PLATE WASHERS • 4 O.G (DIY. 3 SHEET A -I/ EXCEPT AS NOTED ON SHEARI ALL BCHEOLLE 1' MIN EMBED. 0/ 4 BAR • TOP u VERY. BAR • C c0. RILL I 4T OF WAL (DN. 3 SHEET 4 -U 4 VERT. J -BAR • 6' oc (DN. 3 SLEET A -2 DAMP PR70FNG ( DIV. 1 04T AN I FCRZ. BAR • r -6' OVERLAP 0011 (DN. 3 SWEET A -U TIGNTLNE 4' PDF. FIG. GRAN WELTER N IN. t L BED. [DN. 2 SLEET 4•U (4/ • BAR WWI. (DIY 3 SHEET A -0 SOLD SUBSTRATE d' CONC. SLAB OVER 4' ROCK OVER VAPOR BARRIO. (2/4 BAR •TOP ® CRIPPLE WALL 0 FOUNDATION 3/4"4 06100 -0330047_,T8 5/&'•x10' AB. EV 2'4'X3/1' S0: STEEL PLATE WASHERS • 4' - 4' O.c. (DIV. 3 SHEET A -11 EXCEPT AS NOTED 04 SHEARUALL SCHEDULE 1' MN. EMBED. ( vERT. BAR • 10' x. RILL (EIGHT CF WALL (DN. 3 SLEET A -Il VERY. J -BAR • S oc (Div. 3 SLEET A -I/ 4 140R2. BAR • 10' (DM 3 SHEET A•I/ 4 BAR• 2'cc L•2'-6' (DM 3 SLEET A -0 DAMP PRO FNG ( Div. 1 SNT AU 2' CLEAR A/ 4 BAR COLT. (DN. 3 SLEET A•U SOLD SUBSTRATE 4' COAC. ELAN OvER 4' ROOK OVER VAPOR BARRIO. Il ilIliI- 111111EA Ill 111111 IIIIIIII III Ia i!UI =111 111111 = !!11 IIII ='III 1111= _lmil_unn= _mm�iuni =lnm_t " =11 Ii1111= 111111 - 111111 - 111111€ ADD BARE TO MATCA RE..FORCNG PER PLANS OF EXCAVATION ` :) STEPPED' FOUNDATION DETAIL L L 1 16 TTP. FLOOR FR4IIPG PER PLAN (Div. b SLEET 4 -1/ TTP. EXTERIOR WALL CCNSTRCTOR PER FLAN (DIV.. SLEET A -I/ LOCATE S4EATNW.G JOINT • OOM'ION TENSER WI BOARD LOCATE SFEATING JONI • COTTON , EMBER CRIME WALL FER PLAN SEE FOUNDATION DETAILS/ TIP. FLOOR FRAMING PER FLAN (Div. 6 SUET A -D TTP. EXTERIOR WALL CONSTRICTION PER PLAN (DN. 6 SLEET A -11 RPI BOARD CRIPPLE WAL PER PINT. WITH A MIN. STD SLEET H CF I BC ' PER I Ec. 2232015 6 SL (DIY 6 A -U SEE FM DATCN DETAIL45/ TTP. EXTERIOR WALL CONSTRICTION FA PLAT( (DN. 6 SLEET A- I/ TTP. FLOOR FRA11G PER FLAN (DN. 6 SHEET A -I) SOLD !SLOG-PG OVER 51PR7RT5 LOCATE S.A.. JOM • COTIO4 MEMBER RM BOARD 1x3 1' COOT. SG RT VENT IR' RESAWN KM. • SOFFIT TREATED MID SAL SEE FAPDATIOH DETALS 752000 PLAN 3 1)2' FOUNDATION DETAIL 3/4•=f -0' + ® CANTILEVER FRM'G AT FOUNDATION =1 ,FURRING DETAIL 15 3/4• -O• 08100-03300-023.11 11 3/4 -1-0" 111111 - 11111= II 111111, ® SLAB 0 STEM WALL 1 2 3<4 =f-Or TTP. EXTERIOR WALL CONSTRICTION PER PLANS (DN 6 SLEET A -I/ 4' COlC. OVEE 4' ROOK OvER VAPOR BARRIER R -10 RIGID RECLAIM 2XIE TREATED PLATE OFFSET 3/4' SEE FO DATIDN DETAILS TYPICAL EXTERDR WALL COGTTCTICN PER PLAN (Div. SLEET A -I/ r AIR SPACE d BWIDPN PAPER HORSED END MASONRY vBEER TE TO FRAM. Em 2 SOFT. (DN 4 eint AU MASONRY VENEER 08800-00000 LONT. R.ASNPN W.EP TDLES + TREATED MID SILL 021v.6 SLEET A -I/ SEE F0J4DATKN DETALS 6 MN. GRADE CONTORS MOTE (1* LPNC CAN NOT BE USED AT SEAR WAILS. 04200-08I00-02_TJ 06100.03300.2LTJ TTP RI ( D i WAL CONSRICTION PER ILA! fDIV 6 SHEET A - 4' COIL. SLAB OvER 4' GRAVEL BED (Div. 3 SLEET A -0 TREATED MD SILL (DIN 6 SLEET A -U SEE FOUDATICN DETAILS FOUNDATION /FRAMING CONNECTION .FOUNDATION DETAIL 3 /4• =f-O• 03300 - ao-os 1 + HANGER OPTION GLIB /VP. (DN. S SHEET A -U MEROR BEARING WALL (Div.6 SLEET A -Il V1Yx 10'AB.•4'- 0' OL(DN. 3 SLEET A -1/ SLAB OH GRADE FER PLAN (DM 3 SLEET A -U VAPOR BARRIER 0047. SPREAD FTG. PER PLAN (DIN 3 SLEET A -Ua 45 EXT. DOOR AND FRAE (DI V. B SLEET A -U DOOR THRESHOLD FLA.. AS FED.. (DN. 1 SHEET A -I/ NERvE5TRAL FLASNPG 4' CONC. SLAB GER 4' GRAVEL LED (Div.4 SLEET A -1/ 242 TREATED TEAS HOLD TRIM RM JOIST TREATED YID SAL (DN. 6 SLEET A -U •4 vERT. RE -BAR FROM STEM WALL STUBBED INTO SLAB TTP. FLOOR FRAMIG PER FLAN (DIV, b SHEET A -U EXT. DOOR THRESHOLD DETAIL ®CANTILEVERED RETAINING WALL 3/4=f - TJ 3/4 =f-O 03300'00000 -22 + FULL WIDTH TREATED PFD SILL HANGER PER MFG TTP. FLOOR FRAMING PER PLAN (DIV. 6 SLEET q•IJ EXT. DOOR AND FRAME (Div. 8 SHEET A -I) DOOR TIRESI4CAD FLASHPG AS REGD. E (DN.1 SLEET A -I) ...ASTRAL FLASLNG 0 4' CCNC. SLAB OVER 4' GRAVEL BED (DM.. 4 SHEET A -U TREATED MD SILL (DIV. 6 SHEET A -I/ AIRSPACE TTP. VERY. RE-BAR FROM STEM WALL STABBED NTO SLAB POST AND BEAM PER FLAN TTP. FLOOR FRAMING FER PLAN (DIN. 6 SLEET A -I) TTP. EXTERIOR WALL CONSTRICTION FER PLAN (01v. b SHEET A - U TREATED no SILL _J SEE FUNDATICN DETAILS POST AND BEAM PER PLAN 7 Q FRAMING /FOUNDATION CONNECTION oETEO DE 3/4 =f-0' 0617. 09900.0 JTJ L L PER PLAN E2' E :111111 =1 Illl i_11111-E-1 111111 IHIIIM IIII1 i NOTEI FOOTNG DOES NOT SLIDE N THIS CONDITION, FOOTPG SPANS TOP OF J -BAR i/1' CLEAR FOUNDATION DETAIL EXT. DOOR THRESHOLD DETAIL 3/4• 4 08100-08800-08 _1,11 \ " / 3/4 °=f.0 + FRAMING PARALLEL TO STEM IUALL FRAMING PERPENDICULAR TO STEM WALL 3 /4'=f-0" 10'4.410' AB. WG 2'X2'X3/1' Sfq STEEL PLATE 11454ERS • 4' -0' OL (DM 3 SLEET A -I) EXCEPT AS NOTED 04 SHEARWALL SCHEDULE ▪ MILL EMBED. 4 NORZ. BAR EY NC. r.6' CORER OVERLAP (DM 3 SLEET A -I) 'A LERI. BAR SAME AS STUB STEEL SPACING. (DIV. 3 SLEET A -Il TIGHTLIIE D AMPPROOPNG (5111).1 SLEET A -I/ • STUB STEEL FROM FT'G. • 16' OL. (Div. 3 SLEET A •I/ 4' PEIP. FT'G MAN WFILTER N 24' GRAVEL BED (DN. 2 SHEET A -I/ SOLID SUBSTRATE 121'4 BAR CONT. (DIV. 3 SHEET A - I/ TREATED MD SILL ▪ VERY. J -BAR • 2' oc (DV. 3 SLEET A -U 4 kORZ. BAR • W co r -6' O+ERLAP (MN/ (Div. 3 SHEET A -I/ TIM-RUNE SEE FOL DATICN DETAIL(5) 4' PELF. FT. DRAIN ./FILTER N 24' GRAVEL BED. (DIV. 2 SHEET A -I/ (4/ •4 BAR GM. (Div.3 SLEET A.0 SOLID SUBSTRATE 142'4x10' AB. EU 2'4'X3416' 50 STEEL PLATE WASHERS • 4' -0' OL. (DM 3 SLEET A -I/ ExaPI AS NOTED ON GEARWALL SCLEMLE 1' MN EMBED. (214 eAR • TOP • VERY. BAR • D. x. RILL fly. OF FALL. fDIV.3 SLEET q•I/ DAMP PROCFNG (DM 1 Siff AU 1 5.'4.410' AB. EV 2707(346' 50 STEEL PLATE WASHERS • 4'-0' OC. (DIV. 3 SLEET A, EXCEPT AS NOTED CN ...ALL SCHEDULE 1' nN EMBED. 0/ 4 BAR • TOP VERT. BAR • 2' oc. !SAL vicar OF WALL (DM. 3 SHEET A•1/ vERT. J -BAR • B x (DIV. 3 SHEET A•Il HO.R2 BAR • 10' oc (Div. 3 SHEET A -II 4 E5AF2. 2' oc L•2' -6' lDIV. 3 SLEET A -U TIG ITLEE DAN' PROOFING ( Div 1 SNT 41/ 2' CLEAR 14/ 4 BAR COR. (Div. 3 SLEET A -0 SOLID SL65TRATE 4' FER. FTX. DRAIN IWFILTER N 2 GRAVEL BED. fDly. 4' 2 SHEET A•U TT, FLOOR PRATING PER PLAN (Div. b SHEET A -I/ 03900. 00000 -26 7 TTP. EXTERIOR WALL CONSTRICTION PER PLAN (DM 6 SLEET A -U LOCATE GLEAMING JOLT • CON'IOT MEMBER RIM BOARD TTP. EXTERIOR WALL CTIOR PER PLAN (DIV. b SLEET ET A-I) A -U LOCATE SWEAT.. JOINT • COTTON MEMBER SOLID BLOCKING • RIM JOLT • EXT. WALL PONT LOAD BEARING FER FLAN RECEIVED CITY OF TUKWIIA TREATED MD SILL y p � SEE FOUWATION .- E 1000 TTP. FLOOR FRAIPG PFRELAi `,ENTER 0511. b SLEET A•U 1'tMIM�T FRAMING /FOUNDATION DETAIL 08100-03300.01_TJ SHEET D1 J (TIP. EXTERIOR UWLL CONSTAIGHO i . BALLOON FLEWS GABLE so 111011 - 2x2 ••b VA' CLLR D18F'Lb. SOCk6.CLO[.TCR'o OVER 8(1Ft?RTS X314 >{ 4 TIC CDR DOKC'C. ATTACH LEDGER W/ , ROWS OP - I/ . 2 LAG BOLTS AT16' o0 TTP. 1"JI FLOOR . FR4i 1 PER FLAN' . 2x P01 WALL 4x BEAM (SLYE TO'REDLLOE walleER OP Poses • 2 STORY CONDITION CRA E POSTS PI LENGTi1I SCABUV EXCEED 2X4 4' EA 6113E G13EA1ER DEPTH THAN JOISTS) 11 N P ON SOLID SUBSTRATE DEICE GRADE . TYP DECK CROSS SECTION 3/44-O 0e200o81704I _Ta FRAME OVER WALL DETAIL 3/4` -Cf III IIIIIMMEEt I'= 0 SECTION 0 BEAM 3 /4 -f-o* L L BUFFS _ EXIBE3 6' Aeo+•E can mill. oR U. ABMSELOWI SEL TYPICAL ROGF CONSTR.TION -2 PAL CiR FOR YBITFG 2X BLOCKY: WEN (332 I/C e HOLES UN SCREEN SEE ELEVATION - FAD TRUSS TM_ FASCIA PER L .EVA110N (TYP. EXTERIOR WALL CCNSTRICTKMJ FLAN4NG (DN. T SHEET AU DEL OR GIRDER TREE (F ER FLAN? (ttP) R'SCF caBTRic1) PRAMS* PER PLAN HI.48' O.CAT OU181DE FACE OF WALL 2' T1RR CLR FOR VENTELATICN ELDaKG marl PER PLM RAFTERS PER PLAN 2x ELOCKNG SKYLIGHT. $1)E FER FLAN. FR HIDE FLARING f1ECQTBCED Br PV 2x6 01128 TYR TYR GUTTER 06100 2x4. ROOF AND FRAMIG T'E1M°' TTP. G11B, • GELS. ROOF FRAMPG FIR PLAN �SKYLIGHT FLARE WELL DETAIL 3/4"4-0* 073C0-06100-01 L WALL STUDS EEYCD DEL JOT, BLOCK AS NEEDED NEE FLAN NEE PLAN FOR TIP. RISE t RN 1)05101061 3/4 FLYLOOD RISER I U8 HARDBOARD MAD .111N EASED N0500 3 - 2) SNORERS TYP. IMO. MITER STRINGER MN 2 - 2x4 SMOG BACK TYE. NAIL WALL BTRPGB251W (2) Ed TO WALL 5711)8 ASS/3 iTPE x GAB. A RECUIRED 600 NOTES 06DW 2x KICKER PLATE 3/4=T-O' GABLE END DETAIL L ;LEADR0CT4 MNL 6` -0', LLtDTA met . FER 4. INSTALL PLR; BLGYK5Yz • 61R1G,M TOP IBC 196668 - - ... 1 aortae 1 ADJACENT WALL(8) FER UDC 2, TREADS 5' 514. DEPIN, RISERS 8' MAX. HEK4R SEG 1852 . 3 HN'URAIG PAL U' TO retclit ABOVE MAD 5. COYER 85ABLE. SPACE I1DER STAR 100 NOE., 14.47DWALI VA' NE TO 1' MAX CROSS MB reref,e 6Wp, wg 2LAYER3• SECTION DIMENSICSI 1114! PAR. CLEARFRal CEILING AREA REA WALL, RETLESI RAIL ENDS. PE1UBG sec 18089 6. SEEISIEDIATEBALL181EW3 NULL BE SPACED 4 APART NET OFQING PER UBC 8EG6093 STAIR SECTION DETAIL Q GABLE 'END DETAIL . 3/4.1-7 0 -L. TYPICAL ROOF CONERK.TION TYP. EXTERIOR UWLL CGNSTRICTICN TYPICAL ROOF CONSTRICTION TRIM PER ELEVATION EATY)E 50AfD FCR ELEVATION 2X4 BACKER FOR 540)0 - NAIL 161) SKIP SWATHING WITH Ed • O5. TTP. 2X4 Q1Ila la1R5 • 4' OG. GNI 2X2 BE16555 FOR 1011 TRIM PER ELEVATIONS EARLE TYP. SEE ELEVAT0 2X4 BACKER FOR BARGE - NAIL T3121 656A1HRG WTN 164 • O66 111 5 2x4 OUTRGt#RS • 4' at. WITS 2x2 DEEMER FOR TRH J ELOCKNG AT CEILING L1E 2x4 I-EDGER • NT. CELNG LPE (1EAVE DETAIL 3744 -cr 00100-0720042 \v/3/4=f -O" EAVE DETAIL SEE BARS' EXTEND 6' 46100E SOT. 1)61L (TYP. ROLF CCJ0TRIC1OW 2• MIN. OLR FOR VEMNG .14 •41) 06. AT MO ON FACE aS LL MO a� SEAR WALL SCIaEaLE 2X (3) 2• SEE FIEVATI. EXPOSED TR ES TAIL (TIP. GUTTER) FASCIA PER ELEVATION (TYP. EXTERIOR WALL C0131R101ION) TYPICAL ROOF CONSTRICTION 2' MS CLR FOR VOTING WI.48 OC. AT 0 00) NEAR FACE 1) WALL MOON EAR WALL eaecte.e 2X ELOCKN6 WEN (3) Y e HOLES WTH SCREEN 2X6 BLOCKPIf T1P. brONED0 RAFTER TAIL TYP. GUTTER FASCIA FER ELEVATION T1 P EXTERIOR UNLL CCNSTRUCT10N 7 06100407200-06 SHEER", �zouo�tl'f 17■77■7•11 MT. i1:�T.T�Te•1�7.1 sinus I I f i II II l SHEAR WALL SHEAR WALL EXTERIOR SHEAR WALL 3PERPENDICULAR TO FLOOR JOISTS 9 PERPENDICULAR TO FLOOR JOISTS PERPENDICULAR TO FLOOR JOISTS T:93/44 /7070-013/70-19 /7070-013/70-19 3/4 =f /7070061713-07 /7070061713-07 � 3/4' 1-0' /7079-06170-01 L + + TOP PLATE NALIFG PER SEARYALL SCNED.LE BOTTOM PLATE RAU* PER SHEARWLL SCIEDLLE PAN'FL EDGE • FELD HALT PER SCHEDULE iJl BLOCTOY TYP. TA FLOOR CCN TR CTICN TTP. WALL CONSTRUCTION URN WALL SEAN. PER SCFEDLLE BOTTOM PLATE NAL. PER W EARALL SCJEDULE PANEL EDGE a FIELD NAL. PER SCIEDLLE TA FLOOR JOISTS PER RAN ALUM TJI FLOOR JOST W. WALL TOP ELATE NAL. PER SEARSUALL SCHEDULE TYP. TJI ROOK CONSTRC ION TYP. WALL CONSTRUCT1 WIN WALL SIEATlaG PER SOEW.E SHEAR WALL PARALLEL TO FLOOR JOISTS 1 0 3/4 =f-0' NAIL FLOOR WEAN. THIS AREA PAN ID d•6'oz. EDGES 10 d • kV FIELD BLOCK ALL EDGES BOTTOM PLATE MAL. FeER 54EARWALL SCHEDULE STANDARD SHEAR DETAILS & SCHEDULE PANEL EDGE • FELD NALNG PER SCHEDULE TA BOOR JOLSTS PER PLAN TA BLOC.. • ALL PANEL EDGES PANEL EDGE a FELD RUNG PER SC.P.DJLE TOP PLATE NALIY• PER SIEARIALL SCEDUE TYP. WALL CTh TRCTICN WTN WALL SIEATIOE PER SO.NEDLLE n010- 06170-03 EXTERIOR SHEAR WALL PARALLEL TO FLOOR JOISTS 3/4•4 17070.0e170.02 ITISTMTeISTO1r■MMTMTMT� WW1 attu %I s'ast SHEAR WALL PARALLEL TO FLOOR JOIST - OFFSET CONDITION pOSHEAR WALL HOLDOWN 3/481 17070061700 L TYP. WALL CONSTRICTION WITH WALL WEATHIIY. PER SCHEDULE TTP. ',Jr FLOOR CONSTRICTION BOTTOM PLATE NAIL. PER SHEA/B ALL SCHEDULE IO d NAIL • S ac PLTWD. TO RIM JOIST PANEL EDGE • FIELD NAILING PER SCHEDULE 10 d NAIL • 6' oc Fin . TO TA BLOCKING TOP PLATE NAILS . PER SHEATRIWLL SCHEDULE TYP. WALL CONSTRUCT. NW WALL 9EATHY4 PER SCIEDILE SHEAR WALL PERPENDICULAR TO FLOOR JOIST- OFFSET CONDITION (4)CANTILEVERED FLOOR JOIST 3/4• =1-O' 17070- 03170-09 3/4 w-sai emir ' f 1.11MTATMi•T.1T/1 �i•I ' /III /I / /Iy N TYPICAL NOLL laTSTRCTION WTH WALL SNEATN/Y, FER 5OEDLLE TTP. TA FLOOR CONSTRICTION BOTTOM PLATE NALIY.. PER SHEARUALL $CHEDLLE TOP PLATE NAILING PER `IEAR21A.L SCHEDULE ANCHOR BOLT PER ECIEDSLE SEE ARC. DETAILS FOR FOADATION CCM /UK S SHEAR WALL PERPENDICULAR TO FLOOR JOISTS ® FOUNDATION 3/ •�*-O 17070-03300-01 SHEAR WALL AO0 CRIPPLE WALL - INTERIOR 17070-C417044 3/4'4 L TYPICAL WALL CONSTRUCTION WITH WALL S1EATFNG PER SCHEDULE TYP. TA FLOOR COETRCTIOJ BOTTOM PLATE NAILING PER SIEARUALL SCHEDULE TOp PLATE NALNG PER SHEARWALL BCIERLE ANCHOR BOLT PER SCHEDULE SEE ARCH. DETAILS FOR . __SCAT00 CONDITIONS SHEAR WALL PARALLEL TO FLOOR JOISTS ® FOUNDATION 3/4•=1 1770.03900-02 TTP. TA FLOOR CONSTRICTION TTP. EMERIOR WALL CONSTRUCTION WIN WALL SHEATNNG PER SOMME BOTTOM PLATE NALWY PER.EARUALL SOMME TOP PLATE NAILING PER SNEARWALL SCHEDULE CRIPPLE WALL (DN. 61 SNEATN CRIPPLE WALL SAME AS %EA t.0- ABOVE SEE ARC. DETAILS FOR FONDATIOR CONDITIONS 4 SHEAR WALL ® CRIPPLE WALL 17070-0917041 3 /4•=T - 17070- 0330e-03 CRIPPLE WALL(DIV. 61 SHE4THI0 PER SCHEDULE PANEL EWE I FIELD NAILING PER SCHEDULE ANCHOR BOLT PER SHEARUALL SCHEDULE (2) .4 BAR CONT. (Div. 31 NOTE ALL ',FORMATION ON TN* SWEET 15 NOT NECESSARILY NCORPOF.4TED 74TO PROJECT. COORDINATE 0TH PLANS. RECEIVED CITY OFTUKWILA .SUN _, 1 2000 PERMIT CENTER TITLE JOE NO SHEET S TJI JOIST DETAILS HOLDOWN STRAP AT CRAWL SPACE 074°4-0 -varaoevo49 2X4 FLAT IBLOON ' * CLPIPICN • 8' oz. syrectt csib STRAP xla'LCA6, LAP 4' ogre ewcouis Aso nu.rde eLeac WALL OW ePart AWV WAIL WRI4 8d CaliDN • 4' dc. rvueLe xxsr (ABEAM 11OLDOWN I3TFIAP AT -FLOORS- (.1 DRAG STRUT CONNECTION tvege issevr-cf d • *. Trio. EXTERJOR WALL CONSTRUCTION UMW WALL SHEATHING PER SCI•EDULE TTF1CAL ROOF CaLSTRUCTICN - WITMte41.MEATHS4 , SHEARLUALLECHEDSILE 2Ed TO rtatai 2344E4R- wit14 it:a TO, HATCH . SHEARUALLIIAILING BPJ_0101 IWO TOP PLAii PANEL EDGE I PiEl-D NAILING PER SCHEDULE rrp. usau. cafella.c. OVA - WALL SWATHS. PER SCHEDULE INTERIOR SHEARWALL TO ROOF COND. r H 0 L. DO W N STRAP © FLOORS ve=r-a. n000-cesoo-oe . /3/4=T-Cr Trom-oarro-2o d d NAIL • 4' oc. • EA. OUTRIGGER 8 d MIL • 6' oc TOP CNORD 4 BLOCK!. .2,, BARGE 4 !xi TRIM .2x4 BACKER FOR BARGE MIL THROUGH SKIP SHF_ATHING OTI4WA 2X4 CUTIRMERS • 4 °C. WITH JOIST HAMER • GABLE Et17-TRGS SZARUIALL. 80.EDULE ryprcel. Roo CONSTRICTION • li r .40 11.-4 ..011) rrp. Exiefem tuALL c.oNsTRucrk. .1 SHEATHE. PER SCHEDULE PLYWOOD. ROOF- CONDITION • ' 8/4%4-0' • • , • • 7 , • - rmao-oeloo • + - • an a' s . ac. • EA OUTRIGGER 8 d NAIL • 6' dc:10 TOP PLATP-S BLOC:K.4 2X4 am.GGiaza or...ttlI114 JOINT HANGER •,Ti4188 (2, mos, AT EACH swop eorTat ptAIE RAINS PER SEARELALL saasciLE STRAP PER FLAH- SHEAR WALL 1304ECILE I 04 TIMENSTR4/0 LW. RN BOARD PANEL EDGE A PIELBRAILS4 PER SCI-EDXLE 'M. LETOWOWWALL CONSTRICTION AL WILL 6-BAIHING PER 6D.EDULE Tr, TA FLOOR CCNSTRUCECN TYFILAL WALE CONSTRUCT!. 1420 • 48' oc, 0/ d TOENAIL • 71:1186 .030 • 40' dc. BLOCKING TO TOP PLATE 8 d • 6 ac. • OLOCIONG 13LOCKAIG PER Mai DETAILS !SEE ELEVATION 114.41.E. g jjjp I I . `- !: _ ..- , �1 s, /111 �l1, f. � olit o i } `1i : J . W '`. rim WOLD pawl WITH SIZE DES.NA N TIO YERflCAL SCRAP U;11114 SIZE bESIGNATI6M .! . TO BE USED ON FLOOR BELOW bTra -- , .HORIZQITAL STRAP WIT DE H . 44zE BtC iATtt.'71 1NDIGATES NlF19ER LRAM cALc LATION UU7N' EXTENT CF SHEAR WALL �... TYPE,OFSHEAR MALL f r WALL ABOVE :.WALL BELOW Z{Q¢- . UNLE86 OT}32W N GI SE OTED. ENNEERINGARD - cALOYATICN9 ARE NOT PROM. LtdEN PORT LOAD1 ADOvE= W LOADfNG POINT LOAD 7RANBFERIt4Ca O:424 ) POINT LOAD i DON W/- IAADRG PORT LOAD TRANREIrED BY KICKER` i. SEE CALCULATIONS FOR DESt&J CRITERIA L ALL 5 a44 t G & T € FLOOR PLANARE FOR, WALLS ; , ON 1)4AT LEVEL. (rrPtCLY AL swam SNADEP).; - 2. ANCHORAGE L5 FCl2 SF!£ARIIIALLS7PANELS) Ot4L1' U .1E PORTro s'c At I a DESIGNATED . ARE NOT DESNATED AS WEAR •P _S, NAILS MAT 9E SPACED • Y' OLIMN) " P ER_ - EI TABLE 23 -i -Q - '.. iii-ERE PORTIONS cF W4LL8 ARE NOT DES 14TED AS SHEAR PANELS THEN SEAR DETAILS DO NOT'. rPLY. MM . - POLLOW. - USL. REQW 1 TS: _ WN 4. PROVIDE TWO STUDS At. ALL' HOLD DO LOCATIONS. 5.. SEE MANIF ? AC ER'5 RP_CEIREMENTS AND DETAILS FOR EACH TYPE OF 4OLDOUN. STRAP, AZ O N. CONNECTOR FOR - PROPER INSTALLATION 6. ALL PLYWOOD UALL5 CR GYPEd1 SFEARI_SHALL BE.APPLIED HORIZ 4TALLY OR VERTICALLY 04 5TU E. - EDGE5 SNALC: se STAGCd =RED AT tIENTER CF STUDS AND BLOCKED PER SCHEDULE.,. I. CO NOT OYERDR!VE NAILS INTO E4EATHMG. 8. STAPLES OR SCREWS. ARE NOT AN ACCEPTA.GSw• E ALTERNATIVE TO NAILS FOR DESIGNATED SHEAR WALL PANELS UNLESS: PM-APPROVED BY.11 E BUILDING OFFICIAL. t FLOO AT44IP' L ROOF- SVEATNING: 1/16 OSB APA RATED SHEATHING (24/0). LAY UP W/ MINIMUM 1 /8' CLEAR BETWEEN PANELS - TO ALLOW FOR EXPANSIg G- d. NAILING BE 8d AT 6' oc AT P EDGES AND 12• cc AT INTERMEDIATE SUPPORTS: PROVIDE EDGE CLIPS a 24' 0.C. .s S EDGE ALLOWABLE' DIAPHRAM SHEARGt80x0E2.142paf.. 2. FLOOR SHEATHING 3/4' COX. T4 APA RATED PLYWOOD (48,24) NAILED AND GLUED ADHESIVE SHALL CONFORM TO APA SPECIFK.ATION AFC• Of. PROVIDE T4Ci EDGES 'AT LONG PANEL EDGES. NAILINCs SHALL BE 100c1 AT6' oc AT PANEL EDGE D m' S AN oc AT INTERMEDIATE SUPPORTS. ALLOWABLE DIAPHRAM SFEAR.215x0B3•111p•f - - 3. PLYWWOD SHALL B E LAID W/ FACE GRAIN PERPENDICULAR TO SUPPORTS AND. END S }LEARWALL SCHEDULE p18'a 48' A38 16d aft' 5dafl` V2' CUES RE SIPS NAIL • 4Y @ - - 5l8` • 48' alt, 33 16316 1®' t6d • t®' 5f8`GUE3 OE BIDE - ' 2 -1 /a' GM flW E$ bd 50• ° 48• 20 Mrd • 0 16d a b' G2-4 OR COOLER 5/B• • 48' 20 Ibd • S' - tbd• 5 5/8' at TL SIDES TOR 50' P9- A 50'• 48' 20 Kda5' Ieds5' Pike 5/8'•48' 14' Wda5' 18d • 5' P1-4 - 5/8• • 32' O' 18d • 4' lad a4' 1M' 058. PI.3 1E SDE' ' 5/8' • 24' Ibd s 3' I64. 3' PI -30 550 3x STUp5 PI 2 \ 45E 3x STUDS ad 50' *W' Callas; 1 h 0.5/5_ TWO BIDER ID A. fa) f-�U5` (2) 3555 P2 -4 3TAGGE5 815A3555 5/8' • K' A35 CLIPS 5 •4" led a 4' .10U4TS UV(2)BTUc4•. a1' 5T POE_ EDGER PT -3 5/6' •.t2 CLIPS Wd • 3' ST ° 3' (254 -4 tNAfm&7A35, S)3*53 - - 5R' • 48' 3 Sd • 5' I54 • 5' OR EQUAL , AF.CEIVEC ORYOFTUMM.A r, JUN �`:2D06 oFourrrpnrIv.