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Permit D2000-176 - FOSTERVIEW ESTATES - LOT 14 - NEW SINGLE FAMILY RESIDENCE
Fostervi e w Estates 4246 S 137 P D2000-176 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT_ City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: 261200 -0140 Address: 4246 S 137 PL Suite No: Location: Category: NSFR Type: DEVPERM Zoning: Const Type: Gas /Elec.: Units: 001 Setbacks: North: .0 South: .0 East: .0 West: .0 Water: 125 Sewer: VALVUE Wetlands: Slopes: Streams: Contractor License No: DUJARD*204L0 OCCUPANT FOSTERVIEW ESTATES - LOT 14 Phone: 4246 S 137 PL, TUKWILA, WA 98I88 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 PO BOX 1059, SNOHOMISH WA 98291 k* k**************************** kk************ **** ******** ** *'kk *'k *'k*** **** * *:A:k•kk*k * *, Permit Description: CONSTRUCT NEW 3,052sf SINGLE FAMILY RESIDENCE WITH 4 "HIGH'RETAINING WALLS.BASE PLAN REVIEW #82000 -060 PUBLIC'WORKS ACTIVITIES:ACCESS.,LAND ALTERING STORM. DRAINAGE. PROJECT ON VALVUE SEWER AND WATER: DISTRICT #125 WATER. ****: k*********** k** k********************* k*** * * * *k * ** * ** *k•kk *kk* *k•k*** **** * *A** * * * *. Construction Valuation: $ 201,050.68 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: JJS Curb Cut /Access /Sidewalk /CSS: Y l=ire Loop Hydrant: N No: Size(in).: .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Cut: 41 Fill: 150 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*** A* k*• A**** k**** A******* k• k k: k** k******A**• k*: kk*** icAk* kkk **k ***k ** ** TOTAL DEVELOPMENT PERMIT FEES: $ 1,711.45 ** k** A k*** k k** k• A** A*** A* k** k* AA*****k A kk k• kA* k Ak k**:.• k* A****: k• k k A*** *•AA*•A **** *•k ***kk, Permit Center Authorized Signature: I hereby certify that I have read and examined this` permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulatirig construction or the performance of work. I am ,authorized to sign for and obtain this development pp�'mi Signature: WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Print Name:_ DEVELOPMENT PERMIT Permit No: D2000 -176 Status: ISSUED Issued: 08/21/2000 Expires: 02/17/2001 Occupancy: DWELLING UBC: 1997 Fire Protection: 6sic,g_Date. 8 21-oo Date: (206) 431 -3670 This permit shall become null and void if the work i_. not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. • r Address: 4246 S 137 PL Suite: Tenant: Type: DEVPERM Parcel #: 261200 -0140 10. CITY OF TUKWILA Permit No: D2000 -176 Status: ISSUED Applied: 06/01/2000 Issued: 08/21/2000 kk• k• A• k• k* yl•* *• k• k• k• k• k• k. k* kk k*•k• k* k**• Ak* kk* k*•• k k krt k • kk•.Ak • k * *i•k *k *** 1.4. Permit Conditions: 1. No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 2 :Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes, Documents shall bear the seal and signature of a Washington State Professional Engineer. 3. All construction to be done in conformance with approved plans and requirements of the - Uniform Building Code (1997 'Edition) as amended, Uniform Mechanical Code ( 1997 E d i t i o n ) , and Washington State Energy. Code (1997 Edition). ..Plumbin - g permits shall be obtained through the Seattle -King County Department : of Public Health Plumbing w i l l be inspected by that agency, i n c l u d i n g a l l gas piping (296 -4722) . V- alidity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con ,str to be °a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 6. ' -Electrical • permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work ;' l l be inspected by that agency (248-6630). . All 'Permits, inspection records, and approved plans shall b 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. 8 Temporary erosion control measures shall be implemented as the first order of bus'inesS. to prevent sedimentation, off - site or into existing storm drainage facilities . The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. Contractor shall notify•Public Works Utility Inspector at 206-433-0179 of commencement and completion of work at least 24 hours in advance. ALL CONDT ION'S OF FOSTER VIEW ESTATES PLAT APPROVAL SHALL BE MET, SEE L99-0018 HT 4 OF 4 WHICH IS PART OF THIS SUBMITTAL. ALL STORM DRAINAGE PIPES SHALL BE ASTM -D 3034 PVC SANITARY SEWER PIPE WITH GASKETED JOINTS OR ADS N• -12 PIPE. 1 Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope mo w ; gg 0 0 0 ow: uj C1 z r- 11J Ili; 0 O �, 0t-'; w w! w w z, 0I z shall be a maximum f 15 %. Turning radii shat� be a minimum , of five feet. �' 12. The driveway shall be designed and sloped so that drainage from the driveway does not flow onto the existing road surface. SLOTTED DRAIN (TRENCH DRAIN) SHALL BE INSTALLED IN FRONT OF GARAGE TO COLLECT DRIVEWAY RUNOFF. 13. Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector, Traffic Control Plans shall be submitted to the Inspector for prior approval. 14. FROM OCTOBER 1 THROUGH APRIL 30, COVER ANY SLOPES AND STOCiPILES THAT ARE 3H:IV OR STEEPER AND HAVE A VERTICAL RISE OF 10 FEET. OR MORE AND WILL BE UNWORKED FOR GREATER THAN 12 HOURS. DURING THIS TIME PERIOD, COVER OR MULCH OTHER DISTURBED AREAS, IF THEY WILL BE UNWORKED MORE THAN 2 DAYS. COVERED MATERIAL MUST BE STOCKPILED ON SITE AT THE BEGINNING OF THIS PERIOD. INSPECT AND MAINTAIN THIS STABILIZATION MEEKLY AND IMMEDIATELY BEFORE, DURING AND IMMEDIATELY FOLLOWING STORMS. FROM MAY THROUGH SEPTEMBER 30, INSPECT AND MAINTAIN TEMPORARY EROSION PREVENTION AND SEDIMENT AT LEAST ALL DISTURBED AREAS OF THE ,.SITE SHALL BE PERMANENTLY STABILIZED TO FINAL CONSTRUCTION APPROVAL':. 1Z W 2 C.) 0 !O CO LL W 0; g Q' • Di = C1` ▪ W o U ra O N 0H W tu!. LL� 0 . kJ co .Z, F-- 0~ : z Description of work to be done: N 3 F2 � ,&_e. Ran e zoo° -pc() Type of work: New Single - Family Residence ❑ Addition - Single - Family Residence Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: rip 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 Street ddr City State /Zip: (ea ox. 5boe 6re�,,d.4W -, W >9 's'2 Proposed New Square Footage: ? 1.0D sq. ft. Dwelling 36 sq. ft. Covered Deck(s) g aO sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Phone: C{ .b6 � 4..._ Floor Area Ratio: (total floor area of all structures divided by the area of the lot) Aget Fax #: Ll *For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling Phone: '12s= Ca yl --s3 Za ' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. Project Name/Tenant: FO.S r1/1et-i ) tS4ks L+ iV Value of Construction: Tax Parcel Number cr ,71a tie -tii 4a Site Address: City State /Zip: N y 4 &d4 J 37 Property Owner: bu ar`d I &. 1�2vP,�Q�t'1'le Phone: � t .. - 33�f -,'01 ie Street ddr City State /Zip: (ea ox. 5boe 6re�,,d.4W -, W >9 's'2 Fax #: Lids-33Y- SbL// . j Contraslor: "" 1� VU c � ti r i) 2i/e.� opine. Co Phone: C{ .b6 � 4..._ Street Adds: City State /Zip: Fax #: Ll Architect: • Kapplee A4rc - (-cc. is Pc5 . Phone: '12s= Ca yl --s3 Za Street Address: City State /Zip: / `I3II SE /L Si- e . lleVve bi.A9 9l'0b7 Fax #: 142z GI- i t - 5:3/i Engineer: Eric. Tie t z� /5soc.- Phon 4i.5 - '�9/.- (0212-- S �e d ss: �� i � e ' ` , � k Im City State /Zip: lIV W Ol o,- r�s,Ldl9 Fax ? ?S- 0 2,3G Contact Person: I , /cOc, , dir k.d Phone: 41 Street Address City State /Zip: tie, Fax #: ` Gt.t�D tie. CITY OF TUKI' "LA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 SFPERMIT.DOC 2/13/97 FOP TAFF USE ONLY Project Numbe,': Permit 'Number: =;• Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. PLIGANT,EQUEST on PUBLIC WORKS $ITETCI RMLAN'REVIEW 'OF THE,FOLLO, WI Single - Family Residential Permit Application S ri tt . ";` (Atltlltlonsl revlews.shall;be determinetl.by,tiie Publlc:;Works Depas tment) s:�tif , �,� nti� El Channelization /Striping El Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: El Flood Control Zone ❑ Hauling El Land Altering: 0 Cut cubic yds. 0 Fill El Moving an Oversized Load: Start Time: End Time: El Sanitary Side Sewer #: El Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use El Water Main Extension 0 Private 0 Public El Water Meter /Permanent # Size(s): El Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Size(s): cubic yds. Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date �ppllcatlrr acc/p(e/f1 r -- DarzllcatiT expon Appllct `I by: (Initials) PLEASE SIGN BACK OF APPLICATION FORM "Imme a!orrt'$" M4vrtl.tft !u+. e1,'+x raori a.Gn.pod;`p":YUAF'P1411!"n .s" ^vdewv!.Hrsry +wcn F'.lM� rf"V.' .y?nrdfzeta'. + lm 1' Z w ct D 00 co 0 W t- � u- W O 2 QQ LL Q F- W Z = F.. 1- O Z W W U� 0— o ff W H� u- Z o W O Z 'BUILDING OWNER ORr AUTHORIZED 'AGENT: Signature: Date: Print name: Phone: Fax #: Address: City /State /Zip: ALL SINGLE - FAMILY RESIDE TIAL PERMIT APPLICATIONS MUS -RE SUBMITTED WITH THE FOLLOWIN DRAWINGS PREPARE. iv A REGISTERED ARCHITECT OR I . tOFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL D ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED WA SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County Cl ❑ 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 ❑ ❑ Washington State Energy Code Data ( Gas / Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized, Agent; If the; applicant is other than the owner, registered architect/engineer ; or contractor licensed.:; by the State of Washin ;a notarized letter from thesproperty owner authorizing the agen to submit this•permit application and obtain., the; permit. will be required as part of this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPERMIT.DOC 2/13/97 R z ~ w re 00 WI w d = W Z F. t- 0 Z ~ Li' U 0 CI 1- 111 1- • H IL O u iz U it2 H= O i z P 'ect: Type of IL . e on: n Ad ress: I^ r31 uC . 1 �' r ' Date call .d: O I - Special instructions: Date wanted: 2 0 • Request hone: �5��3a_ 9 Ott r INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 23 INSPECTION RECORD Retain a copy with permit t i . • 2000 - 17 PERMIT NO. (206)431 -3670 N Approved per applicable codes. Corrections required prior to approval. COMMENTS: v - t C� V p1.32`k' VI Inspector.- 11 V Date: a_ g _ U 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Receipt No: Date: ��A3+ fiYrveS �,.(ia'k'5•cCtii..ntaa:..4t Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. ., ITY OF TUKWI BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 Type of Inspection: � V•cL 0 (206)431 -3670 Project: I. v.. vi ew 1 �-1 Address: S 1 S Date called: O r Special instructions: Date wanted: _0 Requester: �� lrJ�kV' Phone: a.m. Corrections required prior to approval. COMMENTS: :- sut �rvvn- ° e pro ve se 1 vcx recl C\()-e.5 h o4 (.1)o r le Date: , ,„ Inspector $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd, Suite 100. Call to schedule reinspection. Date: Receipt No: .su,!�At3a:zucr CIS ✓xt'iCd�f.u+.G4�i9;'.` %a'.. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Project /U-ste I C'(J -!mot/ Address Z. / 7 Tl Type of 1psp ction: Date called: I! ; Date wanted:. RequeSte f 4 Special instructions: 10 r Phone: , 3 1 Corrections require prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reins ection. 4,,W135414.4 + r�ktiPM3xCe «V.Y+diu&'':Ldx'ti:li�4 au;,4k ire r u.�;}w;a3aa✓uc t� F.4r:. t +�K; :{ Pr ect• Type of nspection: Addr ss: 4 13'i PI Date &I ed: I I/ S- LS Special instructions: " Date wanted: s e p D/ a.m. p.m. Requester: t , / 1� G Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter B vd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD 1 _ Retain a copy With permi PERMIT NO Corrections required prior to approval. COMMENTS: c s rep -I-k re c P .40,4 Inspector: Date , $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid '' -at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 3L�SSCi�•.�'h`h '.attbi.,e .c6.�ui�.� '"Y! i:: sA. �.+ u , .�..��:«31�C'.w"..d�ubes�ti,::� y'� + .w'��r �• �w.�r'.. °1�y � ....._.... a.at: aye n s �L: au•x 3�N� .ti<[:r�vt: ua w. gay „��w,.i`: ✓r.ru.R: u::Sti t im"..+1:.'ti 4..f4.0e1 4�lz�ii'a' 444 ii3..h. .ns!.Yr ;L�•'.i1"w+GS1.A.ZxFji+ Project: > n.Sie YVit ° w Lo - l { Type of In pection: fbare.t?i'oh / l lh in4I5 Address: L /z 5 /37 sr" Date/called: ✓ 57nl Special instructions: CO�CYeC. 10'0° ate t d: E�ua. 51 � R P te; ,— 227 - 038 INSPE RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Inspector: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: a L `% .19 Date: 5- 01,0\ f $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: .cxxr. GC.set. ''dZaTdM `S 'v�5[Z.'<. tic. : 'S�.' .• c:'a'"wa7 1 -s aa. Rai' i1:.°Sx$.1Y+ra7 k:rin'.at�.a�.ti�axR r «.. .S« 1;i1: u4§L:tiwYfr'.ies`•^ik`ou.:.+:t, ,:: _w:;Yt .?i;Yxv.a1Y iiiiF d+t Na. (rf."r. Sibs' L. wea tr+} i41::.; 3 404,,i.:,Waa• 1 d. ?A li' ,.6..3 fu6.6 arkM' �rS;. : Z re c.)0 coo U) W NU W O! J: LL Q I W' IIJ U 0 ON 0 I— W W' 111 Z '. V N 0 recI: i 1� ape of Inspection: 0 i ' t,, Add ess: . s f/7 P � -- Da c led: 5 / (00 Special instructions: Date an ed: 7- Pi a.m p.m. Re '"TA ttr r P1 t-1.5 - /O rd { ,( INSPECTION RECOR Retain a'copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION'^_ 6300 Southcenter Blvd, #100, Tukwila,'WK98188 7 PERMIT NO. (206)431 -3 Approved per applicable codes. Corrections required prior to approval. COMMENTS: f Inspecto Date: ` 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Callao schedule reinspection. Receipt No: Date: 2 W. � CO Q N W W O ca z O�� W O > Rs n D 0 ES 0 H' W W : I L. V — 0 ; uj F= _ z Pro'ect: -r) S- Tex -✓i .vJ -Lor IL T e of Inspection: JO ThN! ti//t 2S A dre ss: . q u i i i 5 / 37 P�— D t Ile � �01 .� Special instructions: Qal /meted / j p. `� ,:�'� j m. Requp /i Phone: Id 10- 72 7- b 35 19 r INSPECTION NO, INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ?� (206)431 -36 Approved per applicable codes. 1 Corrections required prior to approval. COMMENTS: i• . rt� 1M L� Inspector: Date: _ I ''V - 0 I $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: ,sih'f'�wxdi616�t:• " i' n �cTr. •r ,-f .� "` .r �.. .., .....,.. s :u ,.,,.d:,s it ,x A 41.14.! ...4.6 1' Xk } irAt 4140,4 4.4;,„1.0}. :.ii.4U'.kd.'Y.uv.�`J:' '7.14 h £uehalM...f] /. 6 VO CO u) W w 0 . u_ a, I— ILI z Z O. 0 �' 01— III w: I—U ~ O . Z Z Project: QS�wr V tew I I Type of Inspectio�� G /-1 -12.1 Address: L - � to S' .--.) e Date called: )-1-..23-0/ Special instructions: Date wanted: a.m. Requester: coa r.. Phone: INSPECTION RECOR � orL - 7/0 Retain a copy with permi INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 pproved per applicable codes.- PERMIT NO. (206)431 -367 Corrections required prior to approval. COMMENTS: Inspecto RO/K Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: �i�:,cw.r tufJtl" ":ash. �, ya :.l.�'R+`�iLKS.+. °3>:i:VJKdJI�ti a.Sd:hY;6h:tdita".,}k»Ct 5,4 P ject la YViel J — Lo i T of Inspectio : - pr • A "7 71 40 S l PI— D y c Special instructions: Dat r nted: a.m. y2-3ly �/ p.m. Reqy,ester: - ✓ C� Cc v- 'iJVV,Sk c1 Phone: - 33D -gtooy INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 PERM v-4641011_ ( 4 pproved per applicable codes. El Corrections required prior to approval. COMMENTS: J t-rc W ICY Otr rrc.:‘ n s COw 1-o4t q� rdVe Inspector: Date:L1 ) 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: ri J+' it' 7'r::, u�. K+ w.+ itdlk:. a+:.: ai. K. drCwi�.. cidti. Air231. S. y5•+::' r' ��r• r"' 4 Q .:ui''xiLl.:B r t: "..kisL.:u ,� 40 1 sY', ''a: x'.;iAirhi.,! \y.....ar.,cF 1.A4awr.tiM rX ia.taxis+a. Prp�l1ect t rOS t \ew 1 --C4* 1 Typ of lnsRec roUY1dQ i OA r oat; he Address:, ) s 131 Pi Date called: ■ L- —VT 0 1 Special instructions: Date wanted: a.m. L i — 18 - 01 pm. , Requester: I I Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. "W000- )7b PERMIT NO. (206)431 -367 Corrections required prior to approval. El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: M j Ci 1 -� ?-�G► h, h Oa t\ qs\ rrc l o \ �'•1 Inspector: - 2 Rablea/P Date: r l� 19 a 1 Receipt No: Date: ....—. i__ f.:._. �n= a.... �u' ,:in:+#tkLeusie..s:.ti'..�':2.'. taw._: i:.. ti.. ..S�..tiS.�lLur.,r:,fa:a:�.,..«s c.'......:.w��`.'GAb:''� �_..���• ce 1 t iH 0 : z t- uJ D 0 0 I- W w `. _ 0, tlwc O I- z P 1-u ect: S -- Lod 1%-k Type of Inspection: cl Fr trl� Address: yz 7 5 /37 ,L- Date ca led: 1-I �l i l o O Special instructions: 1 Date w nted: f . Requ ster: Ci rt v Lt Phone: 1(0o9 INSPECTION NO. INSPECTION RECOR Retain a copy with permi CITY OF °TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA. 98188 Inspector: ' Date: PERMIT NO. Approved per applicable codes. 1RCorrections required prior to approval. COMMENTS: I) Yin 4 &- ekt .S oa,c,), . I Tics (2 W ' <A5Ihr ff In ` Pub c \ n ∎ S ct+ & rips F tr t 5-k-c:r ‘A)Gtt` � V 1 <� R( ° u r wa 1 1 S - G pins lira i.-1 17 0 ! $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ;Receipt No: Date: v4 43,mP4wC0104L — ,w4teo Pre: c_t:-.}.— om, ,2.t ViCL A) 1-01 - 1 f Ty of Inspection: V # c-00001 Sidi, L.A. A p Y 4 S U. 13 ., x, 101. Date c let/ to t I Special instructions: Date wanted; i f O / a.m. 4 RequesG t: Ph e• S 33 0 9(00 INSPECTION NO. INSPECTION RECORD' Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 .2000 -1 PERMIT NO. (206)431 -367 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1 .mo S-e 74 el c � 77 �-� i a El $47.00 REINSPECTION FEE 4 QUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: a .. .. r' .x:datzoz,,. r; k r t..ala a.. : - uo..,at agf.:42.. 4& x r ie..,A..a . .w • .vJi�rTl.4.0 r'!.'•il`kb1£x+.Jm ka' z�i.'� " �iik "r h' a;,(k�':3:;?:�"tat,.s�3+:G'gs� ; r 1rTACku %l r+ =.'r:�.'ai+u', Project: FOSieriilet� Lot lU Type of Inspection: w _T go. ( . 4 4( S /31 Si D 4 / 9/ 01 Date wanted: 1I. 0 /01 C) p.m.. Special instructions: Re9 L.1 Cr t 1 Phone: INSPECTION RECORD \. Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. PERMIT NO. (206)431 -3670 COMMENTS: /r) r iord; 1 vol.7y_me" Corrections required prior to approval. $47.00 REINSPECTION C E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: iv..+n.ri-"�` -- jai- -'^- iw' il' d74: 24auI« a. �St. 1. wl+ Y' �17r.. k�'. aR' V .I.rt.m�a�.►Yi:wf.:.Ql.�n��y'�� • r :..`S - • . . . �.e• ..,'t" i 7 - ?ati.§fkn",1i." i.!c 11.4 :7 :a97L'i$' �k a1Sr .1:444: :• Project: '1= t.eA. j Qt,J t�ir4a1 Lo t LI Type of Inspection: (=p/ t1ii %'t ss: LIU < \v, 17P/ , Date calle 31 �' Special instructions: 2. \ Date want/ . . J 0/ Requester f C� a�''` Ph f i .R c) 3 0- 9604 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 pproved per applicable codes. COMMENTS: 7; / v i/S 7/444 rL / /&1- 7 , 7/ 1 - 1 4, / rl /2 Inspector: Date: L i 4 INSPECTION RECORD Retain a copy with permit :DA..000 - 17 PERMIT NO. (206)431 -36 Corrections required prior to approval. 0 $47.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: . i¢. ::L!!Tsam.:t....vr ,,; i 1 1 . 47 - *5-c `6 c' tt`n u Yss�A':n[ laf:.rtk4a i:^t�: r^mu w..n�.kd7 4'.. 'i 44 ' a utj '+u'i<;rk .i 41,144, A.'d"91: Project . t- k e L A/ v" T I nspection: ,16 wt z 1 Address: `{zr6 S• 13T} 7 ( Date alled: I Special instructions: L-04 I L' Y2 Date ante : 'S � � J O 1! a.m.. `' < Regyyes�ster: ( u nA:- rcd c Phone: ( -5 s30 L.0 cep( L Inspector: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter B lvd, #100, Tukwila, WA 98188 COMMENTS: I + ec k6A; CA, A PI' rd t/r in( 1 Z� f rrrtr U y, S Co Ip4 - rcvv ihSP �i ov■ \seSs 141 ci-otic • 020476 PERMIT NO. (206)431 -3 0 Approved per applicable codes. XCorrections required prior to approval. Date: l a $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: R6.'S92G! + .,erkAt"Ot}3t 'c�':�.t:G:.' Project: r . , 44' ) I O V vew - Type of Insp ct'on Sir a i (VI Address: 1 1 2 )) - 1 (0 5 \2 f1 Date called. -I9, Special instructions: Date wanted: "XJ — o1 a.m. • Requester: r Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 pproved per applicable codes. Inspector PERMIT NO, (206)431 Corrections required prior to approval. COMMENTS: 6' LOa hGi Itn -APV bUeri( >fiefior S)- a x - a P er o IJP Date: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: L�i �ts��"= 3: � ti: �: 7�a�9isa Mi' 1i .13S.it�'IKM�`•�.t�... +.M•" L � _ ..r't.'1.���3wr.L:ww�.kiLii�1'n r�i { i• P �• J:•• wi•��45.w�..T�Ca� ° a....v.. r •.. 1.:{ n::t.li�.f..n(�..J.i:n„IY4ifl. Aka. i. 64.4 re 2 , VO rn 0 tow, W O: 1_ a N a W ; ic U O CO O 1- W w . I .■ 1i. O • tII H O Z , COMMENTS: l.) r ?qra 4., \ 0-era 1 rps\rA - l - rt pot Ci A-01\ \ \ .- A \ re ut'reS . (.,/ N cipt4e 2-) In V tAevo0 k r^ u) g PO? u i) PS ` r•Pct 1 1�Sv' ct4 k n r‘ -t-nrc ,4 r it P 3 t 04 - \- . ) 0 Sr (s c at I l 4ov x ' Date wanted: s4,16‘&. (2) d ),-- �. 7 uf?IS 04,(1• t, V`t'Y i -9L. arc. ' 4-ea ,.) Fire oclt k k l irk SP{fitPvl 2 c L � .3 ` in A i ron 5--1.0 r?nt ( oIr\ C 01MS4Qocl ijo Kt>K4-c\I • ct y Ins i : , _ 4 , A *.y.62 s / 7 3 Dat called: � / 0 Special instructions: Date wanted: 3 L0 I / /N OT p. Requester: � • % 2� fiJ _.. 9 , 6 Phone: 2 c L � .3 ` I Hitt INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 .0)0- (74 PERMIT NO. (206)431 -367 Approved per applicable codes. Corrections required prior to approval. Inspector: Date: 3_13_ n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: mri,:ad,t.••.{a,r3'¢�`�iis i�r« a' Sd'.. t`- CS.: dPS; nL�7,. �oxiisia +".f�..'�a.k`t;l�id8i'��A$.�.� iii+ iJ. uF:+ JS ,c"�t'�nz13'a"•`.1enCz���$;�i SS �� s ` ° `� aa � it +ss.i,usw;lhne£�at' "'' .. • ® • - xx�A"a�wtn6s''" +'. mtdrY' iJSludo 4. :2)t+,lYdGtV,Jy,;itw.�iL''+k'"r Project: Ty of Inspection: I Address: qz , s, g'2 / . Date called: 3/9/0/ Special instructions: OL �aY 1Zn L ) L4 Date wanted: 3 a.m. p Requester: 6 Phone: 4 ) - 9'7/ - 366 5 pproved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -367 Corrections required prior to approval. COMMENTS: (arPV`P4G d Ljesr 0L LI Lot 1 L{ Inspector: j1,0 F Date: $47.00 REINSPECTION fEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 'y lgtaiitl53 f�fa ;faa star' ,tirr �,: {imiN�,ro `t4 +�k: 'v':Si.YtkYn ok.�`Kt3+z{gxbkrcA J'.is .itai�,aikntr:�st u, >8:t,,�a „Ialrk....l iictlt A pproved per applicable codes. Inspecto 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 , . I. . 4. I. S! 1 Date: PERMIT NO. p e r g w . r Imo I_ 5 , 1 �L Special instructions: 0.u) - Ito X 5 ( 1ec V bt4 - 1"e 1Ll Type of Inspection: -)o D4& called: �' / o / Date wanted: p.m. Requester: r 2-5-91 /- 3065 Phone: (206)431 -3 Corrections required prior to 'approval. COMMENTS: OAIV t A )c, �. \ LJes+ Si c� WW f'1 E s; d.Q 3=7-01 $4 REINSPECTION FEE REQUIRED. Prior to inspectkon, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: ;i. item ..e.. . - 1 `_l Ce +.: #16iUrxe... ,z.4k4. i- .'b. '?dF `r_.'t . aa 2 v' CA N W CO u. tu w Q; Cy W Z 2 uj U ON 0 1- W W! Z . U N Z Project: .-- . r v57G Type of Inspection: jAea./ wa.t1 y r� Address: Date c Iled: Special instructions: Date wa ed. �0/ a.m. p.m. Requester: l 6ne: Ph U 42S - 330 (•0V INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 NtApproved per applicable codes. fi INSPECTI9N RECORD Retain a copy with permit PERMIT NO. (206)431 -367 Corrections required prior to approval. COMMENTS: C ior+s -C'rravh Alylf - °1 0 1 w, s 1) 2 3 cn w►ok,e,+t :x11 oufstavtc)►h Inspect Date: t —� - V $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: rN t:7 ",`t'd2z. ?trial :rv4+ .r...,.5' a ....... �...l . ?.4'Ll .•..� },,,:.u..X Tom. wa 4 Lax. hf 54.ed..twt�.i�t .F�t+M::li$ "sSKR: 4 .s r.F.J,r pia v:'r Hi Project T t vl v Type of Inspection: S i Address: Date called: 141 o ) Special instructions: LO `� Date wanted: (� % ( a.m. P.m. Requester. �{ '/ - J0— 1 Yl.O CV1 C O Phone: 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. Inspector: PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: Ors . C iNk ,- 1/i-Vot -e)to Lt 14 T L d I Date: t/ H $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: I Receipt No: ? tl;�J4wa7 d;i Nai�A a"i irra.,..4,4rgaAst C7f, tkv`. iv :+'t 4*:: d 0 ?N_ u.,...460i a is 4A a,. uiisits cmt?ri3i M eag ai s.kvaz U , NW W O 2 gQ N D = CJ I- W z O ' z W W U O co 0I i W ; r. l . z co O � COMMENTS: _ OMMEN TS:_ L) Ga v G i--ri --4era I V-e si rG t Ki- pc/ ire. { S i tl� l}-- c � r i t 0 - Pr per pla v1 :. } /1 - PGtt P. l Gac� s r ,P (AA 1 t .YY�i ir '3. 11)P i S IrL ev ir\ ►nct i 1 nI , �Qer �. 31 h, p s - h .rA mct t t-- `-t ( oor- a.. k i• cheh 4r ro4 (nrn -er' C5 y \- -yo ii_. [\ 1 „ 4Pkf,ivt.4 r 'Q rcA.s 6, j Vtr 1 f \i t) Se o-P ( ,,><- \o,. 1 . .41-uA S col I ot 1&i Project: ) �� • � tp � e o Insp�etign: ss. 2.4 `t' s 1n P Date called: t , z Special instructions: Date wanted: _ 2m 0/ p.m1 Req ter:. Phone: _C1 I INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 El Approved per applicable codes. PERMIT NO. (206)431- o ions required prior to approval. $47.00 REINSPECTION FEE REQU RED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: r is a ` ''' tGV & �3. +1�t�M xV ,31 t.! v. 'px a OM' i ' i . re W J V; 0 rn� • W; co IL W 0 Q, I W, Z I— O !, Z H, U O' o� w w U. 1— V Oi ti Z . U N O . Z , Project: — 17� s /Vi uu- Type of In pection:, /t /1 MA L? y Address: , S, /3 9(127D/ Date called: /// geed i Special instructions: Dat ans ed: fit V/ a.m. p.m. Request Phone: ( 05 - .A0 - 960V INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. COMMENTS: Inspector:[ ' 1 i INSPECTION RECORD Retain a copy with permit „It Corrections required prior to approval. Date: �) / H $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: tan) Vregalitittabote.ZR ui ,Mar tiaiktte l—Mth u.rSM ; t: 4Jfi`eawlrAicErtt . dxe�. M. vic ;;4`�l:�r;dt'• " }k:M•eb:7�'rta: a1's&•i• : ?P O:a••: vu.., mac moo: N W! co W 0 . tn d ; z uj O 0 I W O U1 Z, 0 t— z INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Project: r a >✓5ifl - Lof )y Addr', : e '1 s s' t j� L4A 5. '1 T 1 Special instructions: / Type of Inspection: l On0VL Date called: Requester: • Phone: . X9-255- 14 A pproved per applicable codes. INSPECTION RECORD Retain a copy with permit 20r.AD - 71.p PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: / q4h 17544-54.0 0 $4 REINSPECTION E REQUIRED.. Prior to inspection, fee must be'paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. \ Receipt No: Date: `Iaei.Y,urex ti.l i {�ukkasnY�J;i,'L;c�u. "G 4rci2i' h w• tifieJ.�3 P sAsee v . .Q vJ E.4ofirs -101 l pe of Inspecti ipn(' t7Z b /.��Gch 11' Ado S 131 ? f ate called: It- -o C7 . Special instructions: C : 3O' . n. Dat wa d: f I - - �- (7 C� la.m: p.m. P ' -' " '7I 0C° INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Inspecto ' 'INSPECTION RECOR Retain a copy with permit (206)431 -3670 ❑ Approved per applicable codes. 'Corrections required prior to approval. COMMENTS: n j 1. �'CA1n ' fnv. vvo v.04- oit 2_01AA - V 604 , v 5 Date: ` 00 ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Bl "vd., Suite 100. Call to schedule reinspection. • t cuize •110 uw?w;e rA �,ai�dh`� s-1-1".t? Receipt No: Date: e �unlxY4 ?r rc C A tt •• a4, • : ,3.M; ?4.a c w co a HI M W w 0 g Q' c o H _ ? F- I0 — W U 17 O N 0 I— =0 U. tll Z , U N O • Project: FL.) V t \' EstZz -E S T e ofInspectio • OC N2 GL l rte._ Address: 1 4241S S. I3`7 i?I Date called: \\ a--, - Special instructions: Date wanted: 2SC. (.-,1) ..' p.m. quester: L\oT _ ... 1 . Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818: y,/ (206)431 -3670 Corrections required prior to approval. COMMENTS: f Inspector:1: Q Date: p, 00 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.i S5 ^` v eGK.:. ay' kadaar u`. .4. 'Z..:...e 'f ' 4NA; c,Cd.N, — 4 , 440.44 4 'J,1*." :trwr LM?:= i_�L "ra4�1'�, Vit.i YSd�.'iJ4i.�.* + ^sm�z.�y14 A<i).: 44,, era •Z re 2 v ! 0 to 0 N W ( W O 0 d ` HILI D • O° , tt, OF - ` tU W! 0 Urn Z i Proj; . f i , L .— � � � I Ty.. : Inspection: • lat _Agile dA lI/_ Addr s : Q Date D1tic lied Special instructions: )/( i q Date ' ant a.m. t ( b p.m. . Re /I ter . ` F3 Pt i, -.. . ...., INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ' (206)431 -3670 Approved per applicable codes. COMMENTS: Y E $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Date: I Receipt No: I INSPECTION RECORD Retain a copy with permit PY P PERMIT NO. Corrections required prior to approval. �k1itLkl. C7t:2ne�w ;� ikaYNav�k1Y.' .6hwi" �1W+�{s�aC'4+.i:lali.t:F' A. N{...+ v/ 3+ za cSlT�Cku:r.'.nG't1kCi4u,3*44Y.8 Z re W' 00, coo C0 W N om ; W o g Q co D W p ' o z U O - 0 I V O : Z tll fri E _ O ~ Z • oject: nab - r - — i I T se of Inspec ■I •4 • ..S Address: Ua. la S ►3it PI..— Date called: 10 — 30 - oD Special instructions: ' Date wanted: In-31-Do a.m. : ster: Phone: 4 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 4j /1 8.04.2 t,,u I $47:00 REINSPECTIOI! E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: I Date: 'rctilistaglittgatagithakestidis421114119MitS2AlkilsaWiAluguttatmletti !A, !;.,■;42a MltJNi ntawli 'a' '44 Project: F;5 +e (t/lr.1. , : Lo+ 1 Li Type of Inspection: Fp takivA 71-41n35 Address: i -- 4a 13 � Date called: ll 14- - OO Special instructions: Date wanted: 0 ii •. Requester: Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -36 Approved per applicable codes. Corrections required prior to approval. COMMENTS: InspeR[pr: Date . n .. 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: 0,4,;4,,,1,1,4 til ea. 21 CO g co w W 0 }} . IL Q • U) 3 _ CS I W ; D .. D C.) Os O co OH LU I V I IJJ Z, V 0 ~' Z Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre- Fire: Permits: Authorized Signature FINALAPP.FRM 7 // OI Date Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206-575-4439 Al ":7,77;77"--77,7"."-Tr"--- .w ,. "µt ti"^^7. ?J� I,• Project Name V i PGi1 ,.• ,„ , ; ''VJ•,'.'t P,Fti' ty .3'.'Pk 'Ai9'JJz.. { , '' C, „:`'o .:. ;,.;ti.. "Pr.”' }.. ;cYy City of Tukwila Steven M. Mullet, Mayor Fire Department Thomas I? Keefe, Fire Chief TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Address "/),"I' 5 13) Pc. Suite # J '.Retain' _current. inspec.t•ion...schedule / 1 Needs shift inspection Permit No. az ujO" / 7 (,9 1 �4 A• 4k• kA• kA*• A* A*****• k• f*•,ti4e4•4•A* *•'A•1Ak;4**k i4A•• 4 •A11:,1•k*A•k4 }kt*A , „ OF TL V.44 !<A . 2.C) - l TP(.1NSi�i1T IF >tk . *A • :4*•kA*•.k1 :1•.A•**k•4h* .4.4*4:4•*k.. A" . :4k3 . l.ki4A;A*AA•4•.tk •k AA;4A, 1' ", smIT Number':', p9 €100�t44 flmou 1 ,711-. 45 08,121/00 ti`- e:11. 'Payment. 14e1;haci CH1:Ct No taL• lb r1: )IJ,Jtaftf)a13 DEVELOP Xnita •fLIl Pirniit; Not' 02000•••1 Tye: DCVPC1114 DEVEt.OPLIL 11L PERM t P4e2Cel NA 261200- •01'40 bite'Address. <424 6 S 13? PL Total I"eeti: 2. 111 .4`, Total ALL Pmts :t 2. J 11 .45 Rai nee: .00 0.:* A A 0, -A 4 A . kIt * A I1 It' 4A le 4A*'.t* *AS ) . A t . ! of t. 4'k4 *1% 1 *4• * * A *rrA4 * ACO,Ount.. Code iips i i pt on f moiti 1 G FiUI:►,[!ING - CES 1. S64.95 000 34`, „1341) PLAf4. , CHECK t Li (CLXFY 10.00 000/a13t:;:'904 cSTAYE :Filt3:I..D3:'iii S11 "CHAPC 4.50 000/342:" )0 t146.1', FLL TIL!•fY 15.00 4J.2%34.244ti0. l:NsP - i°'EE - 4iTOIUI DRAIN 15.00 0ii0 .3 2.10) 1.AN1)'AL TER XNG PEI:Mil FEE 54',•90 000 - 45.830 LAND AL TER 3:NG P1 HN CHECK 37.50 7240 00/23 9710 TOTAL 1771;64 • bJ1l ∎1.1 W.E ind. {a.n d, +:,c+.u:waw.n.G: ?hl.W ! !trier"/":/, rr� 6 • k •A A 3 st 4• tl it tit it 3 3 •• •A d •h d,• * * is * * k •k it •k it i~ is 4 .• k al : 4 •k L 4• * 4, •r * A :l It 4' 4 1: •k 4,—/v •fr k �(�(� 1�Q iilfalK�i4I' is i'T'C too : 1'U}( to ir I .W - s V L h 4aFk lrieistlic��i<:F�•irStie�lo i,; i e�rieka* t,AkA4 ti kick 4i<i<*7l ki ts4?.*leslAi t . TRANSMIT Number: i 980029 Amount:: 400.00 06/1:,F1 /00 11 : 21. AEG(; 4otat DU.31 DEVELOP 111 11-13 P. r'm it No 02000-176 1 ype: OI VPERN DEVE1.OP,' ENT PERMIT P d1"re • I. . NC" 7612()0-0140- 'ite Address: 4246 .r 137 Pl.. 1 4001.00 • 1',• t,: 9 4.5 Total Fees: This f tyr snt 400.00 Tutz1 ALL . Pmts: Li alanci •k•!r1 #1•A is4t4,4. kIisis*•k3 A•4 •kis.4 •A�•4..i'i,•13ltis 3 t4k3 *A•k•,lis•A : itfi ie4:i•:•4ie *+t4tl � . , Of.cripLioi� Pa mca�.: 11Y iaccru 1 : Code . a c 000/345,.830 PLAN CHECK „ES 400.00 400.00 ,... iYknjn i,SH•L 'FO1%�i�F"F;�` "�i'�4 '� 'fi•., Y ��'? 4967 06/06 9717 TOTAL 1600.00 ' : a rirl�tA"rtrt}t S 75^ "1 �H ti «:� �•:'..la "`i.i.:i(n e�lrn:kalGh. Jamieson Consulting Job No. 20181 RETAINING WALL FOR FOSTERVIEW ESTATES TUKWILLA, WASHINGTON NOTE: This stamp applies to the members and assemblies described in these calculations only and is only valid if it is a wet stamp. JAMIESON CONSULTING CONSULTING ENGINEERS PROJECT MANAGEMENT 733 7TH AVE, STE 108 KIRKLAND WA 98033 (425) 803 -2581 FAX 803 -3289 JAMIESON CONS T ING JAB NAME �Sr� �V�� Consulting Engineering & Project Management JOE NC. 20 / S! • i? `901 KIRKLAND AVE STE B.1 • KIRKLAND WA 98033 ( ' 0 5) 803.2581 • FAX (425) 803.3289 DATE SwE_T N0. 8 INPUT 35 0.267 4.67 50 0.67 0.67 0.67 0.67 TYPICAL CANTILEVERED RETAINING WALL NAME EFP Cf a w4 w toe heel H 5.34 Lf 2,01 fs 1,495 fs2 1,732 Lf /3 0.67 X 0.42 2Lf /3 1.34 F 499 Fk 207 FS 1,519 Mot 888 Mr 1,349 Mu 1,010 W 1,094 w1 375 w2 467 w3 202 x1 1.67 x2 1.00 x3 1.00 x4 1.00 /4.x(02 OUTPUT UNITS COMMENT # / ft3 ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # # - ft # - ft # - ft ft ft ft ft -c Z5G01l =40 gs/ 1, 0 K' � = 4' / 111 4 /b C, C c� FooT /i JU spkvs ,iloetz. 45::(g)4-4 d/" I 1= 00367 Ala= 141 LH1e ,7,207 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 ti llll (II (1 I( lo''oe c� C iV7 Z (A) WALL 4J & 1(''o,c, (3) #4 co47. 5' Sri (4#4- U co Lei NLL w 0 `, J: 11.<, co a _ a. H W Z i LU U O i 0 0 H w w ' IL.H 0 , z U N 0 � z i UJ L J AM O N CO ,T N Consulting IES Engineering C Management • 9b1 KIRKLAND AVE STE B•1 • KIRKLAND WA 98033 (425) 803-2581 • FAX (425) 803-3289 INPUT 35 0.267 5.33 50 0.67 0.67 0.50 1.33 TYPICAL CANTILEVERED RETAINING WALL NAME OUTPUT UNITS EFP # / ft3 Cf a w4 w toe heel H 6.00 Lf 2.50 fs 1,643 fs2 1,724 Lf /3 0.83 X 0.65 2Lf /3 1.66 F 630 Fk 180 FS 1.871 Mot 1,260 Mr 2,358 Mu 1,502 W 1,685 w1 851 w2 533 w3 251 x1 1.83 x2 0.83 x3 1.25 x4 0.83 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft # - ft # - ft # - ft ft ft ft ZEcD Fsl -4 =gyp Ks/ Mu=1 AIM) STEEL ! cl/e 5P4) rpg 5G,'0/ ,45= O,4' 23" 4'1 zo. 5 fw,5c(z)/ 1,7(/S) JOB NAME 0.i7r•V i&W JOB NO. DATE COMMENT 20 19/ 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 , c;` BY Dia Z SHEET NO, OF z I *a.o Cet 111-'1117- I+l tr /b 11 0,c, Acr; 73 5 'C) .> 4cotur ILU U vt to � ,. (0 w u) w; w 0 IL Q CO 3 w . 0; w w v o 0 N' o F-- w w` . w� v r~ _ 0 J JAMIESON CONSL • 'ING Consulting Engineering & Project Management '901 KIRKLAND AVE STE B•1 • KIRKLAND WA 98033 i"c) 803.2581 • FAX (425) 803.3289 INPUT 35 0.267 6 0.67 0.67 2.00 0.83 TYPICAL CANTILEVERED RETAINING WALL w/ 50 psf vehicle surcharge 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 1c=2 c rsl 73i= 40 of l la r 3,67P/ , 67 K/ O, 3 /N / 4e e -, Rio ''4 u /,99 /A475 Itt 501,//ko - rpoThVG PAA/5 JOB NAME Fosn^ :v , iV�' JOB NO. ZO ( DATE COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety = 1.5) Height of earth above "base" Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing P w k N N z BY ✓3 i SHEET NO. ▪ OF (2)444- I/Zar,42 4 s" O,C )4e1- cool; • 2)@ To E. • ` .,3'cLA 8 /0" jr v� UJ U- W 0 2 J u. Q H. w zI w w. 0 O Ns . z H =' 01 ! Z JC JAMIESON CONSC 'i ING Consulting Engineering & Protect Management 4901 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 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 Ek 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 JOB NAME r 0 ✓ ~ v /E'K JOE NO. 20 let DATE COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety = 1.5) Height of earth above "base" Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing If X Is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing 25C0 PS1 .6/ =47 KSl � 4 � F/A/73 "#// f 1" -4Gr /2''D,c, lulu° 2,65/ b= s2' Myr/A/G S PA4J5 /o' z , L = ZZ / l%/u ,h=e" d. 42" As /A/ 2 " (3) 4 ' 4 g .. C3)@ "rat4 4 i1 BY {/J Z " SHEET NO, 4 OF e IW11 11 -4,- #43 I2 "DtC 1 % "C(.841z. • co JAMIESON CONK _ZING Consulting Engineering & Project Management ..901 KIRKLAND AVE STE B.1 • KIRKLAND WA 98033 I —. 1) 803.2581 • FAX (425) 803-3289 CANTILEVERED RETAINING WALL W/ BASE SLAB INPUT NAME OUTPUT UNITS COMMENT 35 EFP # / ft3 Equivalent fluid pressure 8 a ft Height of earth above base slab 0,67 w ft Wall thickness 0.67 t ft Footing thickness 2.08 toe ft Length of toe 0.67 heel ft Length of heel H 8.00 ft Overall height of equivalent fluid Lf 3.42 ft Total footing width fs 1,314 # / ft2 Soil bearing If X is in mid 1/3 fs2 1,406 # / ft2 Soil bearing if X is not in mid 1/3 Lf /3 1.14 ft X 0.85 ft Location of resultant force 2Lf /3 2.28 ft F 1,120 # Total horizontal force FS 1.507 Net factor against overturning Mot 2,987 # - ft Overturning moment Mr 4,501 # - ft Resisting moment Mu 5,077 # - ft Ultimate moment for concrete design W 1 ,787 # Total weight on footing w1 643 # Soil weight on heel (120 pcf) w2 800 # Weight of wall w3 343 # Weight of footing x1 3.08 ft _1 x2 2.41 ft x3 1.71 ft `z5W � .= 4o xsi 1- 5 ,07 K ' d--b" D. 37'4) .5 6 t`orc , F /AID ' ' Foe 4-4s /Z'o, % = 25/ t 6,25/ r> Y J02 NAME 7_.I-V 1EVY JOB NO. 24 /et BYY ITV :` DATE SHEET NO, 7 OF • • • • .0 ...o+q., yr; , gym: snow+vwwv�NiC.P+N11M 7 ! YndR? t, 7vrww�n.+w.amn,+,, (Z)4- TOP *4- /2 C, 4 4&/0 ot C, �-\ J aYac, (5)-04 color 3 "CL2 ?J CI COW CO wO J r HW Z I— O . Z F—! U 0 0 I— ( P r . O l O Z JC JAMIESON CONS'TING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803-3289 CANTILEVERED RETAINING WALL W/ BASE SLAB INPUT 35 10 0.67 0.83 2.25 1,25 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 # - ft # - ft # - ft ft ft ft z5ooFst 4= 4o Ks( # l� Ks/ . 5 ge 9,92 d - 6' 4.0,4/ iS Ge cO - S`o.c, J02 NAME FOS n VIE W JOB NO. DATE SHEET NO.. CO 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 zorei JC JAMIESON CONS, STING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 1 '5) 803.2581 • FAX (425) 803-3289 z 07W 4 40 -5/ -4 _ &() f(sr 405 u =172 / d s" 4 G. 6o'/OrC, Fop g . -4&. /2 f0. C, /4a = 3r54-)4' c7 7 Oc‘ CANTILEVERED RETAINING WALL W/ BASE SLAB INPUT 35 12 0.83 0.83 3.17 1.25 NAME EFP a w toe heel Lf fs fs2 Lf /3 X 2Lf /3 FS Mot Mr Mu w1 w2 w3 x1 x2 x3 OUTPUT UNITS # / ft3 ft ft ft ft ft ft 12.00 5.25 1,850 1,954 1.75 1.35 3.50 2,520 1.527 10,080 15,397 17,136 3,948 1800 1494 654 4.63 3.59 2.63 ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft Id' JOB NAME JOB NO. DATE SHEET NO. 7 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 Xis 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 (12Q pcf) Weight of wall Weight of footing FO 7T V /EW N 3 , • .I • BY - DJ Z .}/ OF (2) ToP • W cog co cm 9 w Cl- WO g fa n H W > O ` 2 j' O , . 0 1- W uj H v u z ' U N Oi l :. Z JC JAMIESON CONS STING Consulting Engineering & Project Management ' 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 INPUT 35 12 0.83 0.83 3,33 1.83 NAME OUTPUT EFP a w toe heel H 12.00 Lf 5.99 fs 1,981 fs2 2,059 Lf /3 2.00 X 1.61 2Lf /3 3.99 F 3,120 FS 1.584 Mot 13,680 Mr 21,667 Mu 23,256 W 4,966 w1 2727 w2 1494 w3 746 x1 5.08 x2 3.75 x3 3.00 UNITS # / ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft c z6Cops1 = 4 ,e5/ Ale 23,5K/ gel 4©,74/41/ F7VD g oz 4@ /o'o,c Id" 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�f) Weight of wall Weight of footing 5 ` 1 6/. JOB NAME F"0/ ✓l .7,- v E JOB NO, 2d /S/ BY 13 DATE SHEET OF AI_ • • NT • (')4 -Tot' .Y � si . • f "l 'A " _ 4 ge'orc, -. 4 /o/orct J - SJ 5 uOrc, 443/0" Gv /bo,c, (7) 04 car • /011 NO" Nr5 JC JAMIESON CONS 'TING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803 -3289 INPUT 35 0.267 7.33 50 0.67 0.67 0.67 2.50 a JOB NAME JOB NO. DATE TYPICAL CANTILEVERED RETAINING WALL NAME OUTPUT EFP Cf a w4 w toe heel H 8.00 Lf 3.84 fs 1,788 fs2 1,789 Lf /3 1.28 X 1.26 2Lf /3 2.56 F 1,120 Fk 221 FS 2.416 Mot 2,987 Mr 7,215 Mu 3,906 W 3,368 w1 2199 w2 733 w3 386 x1 2.59 x2 1.00 x3 1.92 x4 1.00 z5co psr � 3,9g' dz--6'' /45 4 esilotc, UNITS # / ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft # - ft # - ft # - ft ft ft ft ft Ks 0,3/A✓ Fiitiz) W ,t F # 4 e. /v'b.c, i h = /,99K' I/=575' NO urW'4J& rah sP4Als 1/0E/z, /Vr OF PA4s/V/E COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete desi Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing f /1 t t • 3'cc -gam s SHEET NO, OF (g)14 rcP • II I .d 4-L /0'o,c, 17zficzAz BY Lg'orc, p(3- 'O' @ �'oc, (5). coo: sa l/ z-ry /1, JC JAMIESON CONS .LING Consulting Engineering & Project Management + 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803.3289 INPUT 35 0.267 9.17 50 0.67 0,83 1.00 3.67 TYPICAL CANTILEVERED RETAINING WALL NAME OUTPUT UNITS EFP # /ft3 Cf a w4 w toe heel Lf fs fs2 Lf /3 X 2Lf /3 Fk FS Mot Mr Mu 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 7c- 25x Fs, 7 =4O 01 l /a= 765' /45: 0,47 be/ / e 5"orc, FWD " ,r0e 4vo'bi,c, /h 7 5, 410 /tigr SL(D/i /& FXT7'J # #A 140 fez, iVV'r c Phs.s I I/ E. JOB NAME JOB NO. BY DATE SHEET NO. OF COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete desig Total weight on footing Soil weight on heel (120 pcf) Weight of wall - Weight of footing 3 • I ill cca� 1 or L &S told (&) 4- cavr It l?6o ( 4i' 7 - h ll � IQtIo.C, 3�S� • w ▪ g, U � ,; U) L - 1 - 1 W w O. u. Q . Co d' w . o O N i0 H` w W; i— O Z ; 0 OF z ... JAMIESON CONS1 ..PING Consulting Engineering & Project Management '901 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 TYPICAL CANTILEVERED RETAINING WALL NAME OUTPUT UNITS EFP # /ft3 Cf a w4 w toe heel H 12.00 Lf 7.00 fs 1,850 fs2 1,969 Lf /3 2.33 X 2.91 2Lf /3 4.67 F 2,520 Fk 228 FS 3.476 Mot 10,080 Mr 35,033 Mu 13,821 W 8,584 w1 6260 w2 1391 w3 872 x1 4.67 x2 1.92 x3 3.50 x4 1.92 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft JOB NAME JOB NO. DATE COMMENT �0 or (,45) / de" '4 o,4/ 5 c 9'0. c, ('o) AP)'' Foe 4/ 49QrC ',7s fr/r• 775' u PQ T SG/D/4)&% ,( TiN6 S 4A Nag (z, 10 NOT or 17/ 1/4. �� 3 Ctg Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete desi Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing BY SHEET NO. OF • 1 (z)047 1 "44 . 4-S u orc , 1 & 2 &a X -o "@ 'o.c. ()i4 coJT 10" 4- 8 (05) __, 1 WA 5.6 FILE: K_,( \KAA \ \99\ \99086 \ \9908621.WS ;o. , Homeowner: Site: DUJARDIN PLAN #2108 w/ OFFICE Builder: The PROPOSED design *COMPLIES* with 1997 WA State Energy Code. COMPONENT PERFORMANCE ENERGY BUDGET REFERENCE DESIGN Component BG Wall 2' BG Slab 2' On Grade Slab Floor Glazing @15% Doors AG Wall Ceiling, Attic Infiltration PROPOSED DESIGN COMPONENTS Component Description 1997 WA STATE ENERGY CODE COMPLIANCE REPORT BG Wall R13 Batt 2' depth BG Slab On Grade Slab R5 2' horizontal Floor R19 vented Joist 16oc Glazing @13% * *vinyl clr /air REFERENCE 707 11.66 Analyst: MATT MERCER Jurisdiction: Utility: House Type: Single Family Floor Area: 3014 ft2 Weather Data: Seattle, WA Climate Zone: 1 PROPOSED 697 Btu /hr -F 11.78 kWh /ft2 -yr Reference Value X U -0.043 F -0.690 F -0.540 U -0.041 U -0.650 U -0.390 U -0.062 U -0.036 ACH -0.350 Value 07/12/80 U -0.056 F -0.673 F -0.700 U -0.041 U -0.520 HOUSE ID: 99086.21 Area = UA 930 40.0 32ft 22.1 119ft 64.3 1299 53.3 452.1 293.9 54.0 21.1 2671 165.6 1299 46.8 28299ft3( 181.3) Reference UA 706.9 X Area = UA items in parentheses not included in COMPONENT PERFORMANCE totals. *.* Denotes non - standard values - check calculation of thermal value. Page 1 930 52.1 32ft 21.5 119ft 83.3 1299 53.3 394.0 204.9 µ WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 07/12/80 DQors Wood 1 3/8 ", solid flush AG Wall R19 STD Lap Wood R13 STD Lap Wood Ceiling R30 blown Attic STD baffled Infiltration Standard Air Sealing FILE: K: \ \KAA \ \99\ \99086 \ \9908621.WS Struc Mass HEATING /COOLING /VENTILATING SYSTEMS Design ACH: Design Load(at 44F dt): Duct Losses(% Dsn Load): Total Load: System Size(Output): Cooling System: SEER: Cooling Load(at 4F dt): System Size(%Over): Annual Cool Requirement: PROPOSED DUCT SYSTEM SUPPLY RETURN Heating System Type: Make: System Efficiency: Modified Efficiency: Average Annual Heat: Annual Cost: Ventilation System: Solar Access: Location Light Frame, Sheetrock walls PROPOSED Gas Furnace DEFAULT 78 % 0 62 0 Vented crawlspace Attic or garage 0.60 45724 Btu /hr 9962 Btu/hr(2n) 55686 Btu /hr 83500 Btu /hr (150 176 MBtu $ 986 Integrated Spot & Whole House 0.0 () Btu /hr tons ( ®125%) kWh /yr Partially Shaded R- 8.0 R- 8.0 U -0.390 U -0.062 U -0.082 U -0.036 ACH -0.350 Proposed UA M- 3.000 3014 Avg Rvalue Surface Area 602.8 ft2 120.6 ft2 HOUSE ID: 99086.21 54.0 21.1 463 28.7 2266 185.8 1299 46.8 28299ft3 (181.3) 697.4 9042 CO WW J CO W J! D : • O— W ' W � ~ U ; 11 a ii Z N , O • GLAZING ORIENTATION WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT PROPOSED PROPOSED Economic and energy consumption estimates are designed for comparative purposes only. Actual cost for heating will vary depending on weather conditions, occupant lifestyle and other factors. Page 3 07/12/80 FILE: K: \ \KAA \ \99\ \99086 \ \9908621.WS HOUSE ID: 99086.21 -South 99.0ft2 North 99.0ft2 Southeast : Northwest : lk East 98.0 West 98.0 W, . 2 Northeast : Southwest u m C) Eff S Glz: 4.4% M �W. w IL W 0 + g 1- Z O ; U O — 0 i- W u j H A J • Z ; ; V N O ' Z JOB NAME: Dujardin Development Fosterview Estates Plan 2108 w/ Office DATE: 2/25/00 JOB NUMBER 99086.21 BY: MJM Copyright 1994 WINDOW TOTALS ROOM NAME i WIDTH (IN FEET) HEIGHT (IN FEET jv `I SQUARE FLOC) FEE (HOW MANY ER AREA QUANTITY IN SQUARE FEET (HOW MANY) I TOTAL AREA I TOTALS (IN SQUARE FEET) (IN SQUARE FEET BASEMENT BASEMENT BASEMENT TOTAL MAIN _ DINING FAMILY FAMILY FAMILY ENTRY TOTAL UPPER _ MASTER BEDROOM BEDROOM #2 BEDROOM #3 LAUNDRY OFFICE OFFICE MASTER BATH TOTAL UPPER TOTAL GLAZING SQ. FT. TOTAL HOUSE SQ. FT. Glazing % 4.00 6.00 8.00 4.00 6.00 5.00 2.50 1.00 7.00 6.00 6.00 4.00 4.00 5.00 2.00 5.00 6.67 5.00 5.00 6.67 5.00 5.00 6.00 4.00 4.00 4.00 3.50 3.50 4.50 3.00 20.00 40.02 40.00 20.00 40.02 25.00 12.50 6.00 28.00 24.00 24.00 14.00 14.00 22.50 6.00_ 1.00 1.00 1.00 20.00 40.02 40.00 MAIN FLOOR 2.00 1.00 2.00 2.00 1.00 40.00 40.02 50.00 25.00 6.00 UPPER ' FLOO! 1.00 1.00 1.00 1.00 1.00 1.00 1.00 28.00 24.00 24.00 14.00 14.00 22.50 6.00 100.02 161.02 132.50 SUMMARY 393.540 3,014.00 13.1% 9iMAR!d �. Yi' �'+ � m�^. u z T. r^^. ��._ w•» � ma2��s: e:.. i�7! �tsn: a�e�: �. Wiseru�- ms: �-^ x:, u, �. �...._......: t, ..N,._Q....�. 7/12/00 9908621 - Glazing.xls w w 0 LLQ = w Z �..'. F- 0 z � ui 0 - 0 H• H i= u. 0 !11 z . I . 0 H z • r Kappler Architects P.S. VERSION 974 INCLUDES 3 STORY Lateral Analysis for: Dujardin Plan #2108 wl Office City of Tukwilla, WA SITE CRITERIA WIND EXPOSURE WIND SPEED IN MPH EARTHQUAKE ZONE SOILS TYPE WEIGHT ADDITIONAL SURCHARGED LOAD (Ie.snow) CONSTRUCTION CRITERIA BUILDING FOOTPRINT ROOF PITCH (over the majority of the upper roof) BUILDING GROUND FLOOR FOOTPRINT AREA UPPER FLOOR SF, PLATE HT. MAIN FLOOR SF, PLATE HT. LOWER FLOOR SF, PLATE HT. WEIGHT ROOF CONSTRUCTION WEIGHT FLOOR CONSTRUCTION WEIGHT EXTERIOR WALL CONSTRUCTION WEIGHT INTERIOR WALL CONSTRUCTION Job No. Date 4y +�<91Z OTHER SF, LONG / SHORT WALL 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 (1/2 Main Floor +1 /2 Lower Floor) OTHER (Roof + 1/2 Floor) KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99086- 21- (ExpC) Plan #2108 w_Office_1997-9 Lateral analysis worksheetl.xls 99086 -21 2/25/00 SPM 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 SF SF SF Long Wall 1409 . t. rdi 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 I 432 str iS, S'7LI 8/4/00 PAGE 1 WALL HEIGHT Ce Cq qs Iw 249 0.00 0 -15' P= 1.06 1.3 16.40 1 22.60 PSF 20' P= 1.13 1.3 16.40 1 24.09 PSF 25' P= 1.19 1.3 16.40 1 25.37 PSF 30' P= 1.23 1.3 16.40 1 26.22 PSF 26.22 341 25.37 228 22,60 249 0.00 0 REDUNDANCY FACTOR (rho") PER SECTION 1630 Reliability/Redundancy Factor: P = 2 - ( 20 / ( r max ((sq. root of AB))) VALUE USED where: Ae Ground floor area of structure AB r max = Max element - story shear ratio square root r max = r i / story shear r i = element story shear x 10 / Iw element shear Iw (LENGTH) P= WIND PER SECTION 1618 VALUE USED Ce = Cq = qs = iw = r i story shear r max = 1 2337 1 13470 I -1.07 I ri= DESIGN CRITERIA FOR WIND ANALYSIS DESIGN PRESSURE: P = (Ce) (Cq) (qs) (1w) where: Ce = Exposure factor Cq = Method Factor qs = Wind Stagnation Pressure lw = Importance Factor 1.06 1.30 16.40 1 therefore use WIND EQUIVALENT UNIFORM LOADING P = (Ce) (Cq) (qs) (Iw) 35 ,. 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 (P) Main Floor (Lower walls) 11.0 #N /A 0.0 KAPPLER ARCHITECTS BELLEVUE, WA 425- 641 -5320 99086- 21- (ExpC)_Plan #2108 w_Office_1997 -9 Lateral analysis worksheetl.xls Min =1.0 Max =1.5 PSF 1409 38 23371 0.17 PLF SF # FT # FT # FT # FT 7/12/00 PAGE 2 (P) Roof (Upper walls) 12 1177 SF 14124 ADDITIONAL LOAD 0 1177 SF 0 S / S EX. WALLS 10 92 8 7360 F / B EX. WALLS 10 64 8 5120 INTER. WALLS 8 78 8 4992 Roof (Upper walls) 31596 30 947880 947880 0.4730 6371 Upper Floor (Main walls) 31437 4 1■pp 1 P1§ ITEC11 &08057 0.3294 4437 Main Floor (Lower walls) 33003 12 RFI AIVPIO A 2004093 0.1976 2662 (P) Upper Floor (Main walls) 15 931 SF 13965 S / S EX. WALLS 10 92 8 7360 F / B EX. WALLS 10 64 8 5120 INTER. WALLS 8 78 8 4992 TOTAL UPPER FLOOR WEIGHT ON MAIN SHEARWALLS 31437 (P) Main Floor (Lower walls) 15 906 SF 6795 S / S EX. WALLS 10 92 12 11040 F / B EX. WALLS 10 64 12 7680 INTER. WALLS 8 78 12 7488 TOTAL MAIN FLOOR WEIGHT ON LOWER SHEARWALLS 33003 #N /A 12 0 SF 0 ADDITIONAL LOAD 0 0 SF 0 S./ S EX. WALLS 10 0 10 0 F / B EX. WALLS 10 0 10 0 #N /A 0 DESIGN CRITERIA FOR SEISMIC ANALISYS EARTHQUAKE PER SECTION 1628 table 161g2. 16N BASE SHEAR: Vb = ( 3.0 x Ca / R ) W where: Z = Seismic Zone factor R = Bearing Capacity Ca = Soils Capacity W= Total Seismic Dead Load BUILDING LOADING DEAD LOADS VALUE USED Z= R= Ca = Rw= Rw= 0.3 5.5 0.36 8 6 TOTAL ROOF WEIGHT ON UPPER SHEARWALLS - BASE SHEAR BASE SHEAR: Vb = ( 3.0 x Ca / R ) W STORY SHEAR PSFI LONG WALL SHORT WAL 1 WEIGHT BASE SHEAR: Vb= 0.1964 96036 18858 Wi hi (Plate Ht.) Wi x hi sum Hi x hi Wihi Vi TOTAL FLOOR FQ g 84116520 2555937 99086- 21- (ExpC)_Plan #2108 w Office_1997 -9 Lateral analysis worksheetl.xls 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls TOTAL WEIGHT W= 31596 # 1 96036 *load reduced by half due to plan configuration of front wall being concrete Not included in total WORKING STRESS WOOD DESIGN 1.4 ' 13470 # Wihi / sum trt 110111 13470 I# 1 /12/00 PAGE 3 C W V` U O coo' • W • Q 1 Z t—: . 0 W 2 j O m_ W W - U` 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) (F) Main Floor (Lower walls) #N /A ROOF DIAPHRAM CHECK TOP CHORD M= 59033509.54 T =C= 1844797.173 2 -2X4 10.5 t��4 „175694 180 :97 ALOW.Ft= 525 1 .331 698.2510K 2 -2X6 16.5 ;` 1,1 5,.89 16d t; vii {` ; a fr��,; 1.33 143.64 # /NAIL 12843.20 NAILS SHEAR AT BASE ANCHORAGE 1/2” DIA. AB 5/8" DIA. AB SEISMIC FORCE 164 113 145 0 # FT # FT # FT # FT SEISMIC FORCE Shear Walls UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS WIND GOVERNS WIND GOVERNS WIND GOVERNS @ 341 # FT © 569 # FT @ 818 # FT NOTE: DUE TO THE HIP ROOF CONFIGURATION, THE LOADS WILL BE REDUCED AT THE OUTER GRIDS (GABLE ENDS ONLY) BY 40 %. THE LOAD WILL NOT BE REDUCED FURTHER THAN THE SEISMIC LOADING. 550 1.331 731.501#/BOLT MIN BOLT SPACING x: a + :'1 @85! FT O.C. 790 1.331 1050.71#/BOLT MIN BOLT SPACING ,,, X2;65, FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99086-21 - (ExpC) Plan #2108 w_Office_1997 -9 Lateral analysis worksheetl.xis 6269.4t3J #FT 1056714 13470 (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A WIND FORCE (P) Roof (Upper walls) (P) Upper Floor (Main walls) (P) Main Floor (Lower walls) #N /A Not included in total 164 113 145 0 341 228 249 0 # FT # FT # FT # FT # FT # FT # FT # FT 7/12/00 PAGE 4 V W h Wh F Roof (Upper walls) 13470 31596 13 410748 5236 Upper Floor (Main walls) 13470 31437 9 282933 3607 Main Floor (Lower walls) 13470 33003 11 363033 4628 #N /A 13470 0 0 0 0 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) (F) Main Floor (Lower walls) #N /A ROOF DIAPHRAM CHECK TOP CHORD M= 59033509.54 T =C= 1844797.173 2 -2X4 10.5 t��4 „175694 180 :97 ALOW.Ft= 525 1 .331 698.2510K 2 -2X6 16.5 ;` 1,1 5,.89 16d t; vii {` ; a fr��,; 1.33 143.64 # /NAIL 12843.20 NAILS SHEAR AT BASE ANCHORAGE 1/2” DIA. AB 5/8" DIA. AB SEISMIC FORCE 164 113 145 0 # FT # FT # FT # FT SEISMIC FORCE Shear Walls UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS WIND GOVERNS WIND GOVERNS WIND GOVERNS @ 341 # FT © 569 # FT @ 818 # FT NOTE: DUE TO THE HIP ROOF CONFIGURATION, THE LOADS WILL BE REDUCED AT THE OUTER GRIDS (GABLE ENDS ONLY) BY 40 %. THE LOAD WILL NOT BE REDUCED FURTHER THAN THE SEISMIC LOADING. 550 1.331 731.501#/BOLT MIN BOLT SPACING x: a + :'1 @85! FT O.C. 790 1.331 1050.71#/BOLT MIN BOLT SPACING ,,, X2;65, FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99086-21 - (ExpC) Plan #2108 w_Office_1997 -9 Lateral analysis worksheetl.xis 6269.4t3J #FT 1056714 13470 (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A WIND FORCE (P) Roof (Upper walls) (P) Upper Floor (Main walls) (P) Main Floor (Lower walls) #N /A Not included in total 164 113 145 0 341 228 249 0 # FT # FT # FT # FT # FT # FT # FT # FT 7/12/00 PAGE 4 #N /A 3.5 0 2.75 0 341 I'x ,'1117411V) 0 9545.39 0 #N /A IMMI/AVINI MIN PLATE NAILING #N /A INC O.C. Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED #N /A 280 #N /A 220 #N /A 0 #N /A 0 0 0 201.67 0 0.00 0 2653.92 0 #DIV /01 0 2- CS16 -30 0 #DIV /0! 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A 9 3.5 2.75 2.75 0 341 I'x ,'1117411V) Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 9545.39 7499.95 7499.95 0.00 MIN PLATE NAILING 5 INC O.C. 280 220 220 0 0 0 0 0 326.67 201.67 201.67 0.00 2633.92 2653.92 2653.92 #DIV /01 2- CS16 -30 2- CS16 -30 _ 2- CS16 -30 #DIV /0! 22 8 13.5 0 0 349 hP1 4) Mo= WaII(DL) Roof (DL) Mr= T =C REQUIRED 22325.43 37674.17 0.00 0.00 MIN PLATE NAILING 5 INC O.C. 640 1080 0 0 0 0 0 0 1706.67 4860.00 0.00 0.00 2577.35 2430.68 #DIV /01 #DIV /0l 2- CS16 -30 2- CS16 -30 #DIV /0! _ #DIV /0! 15 4 10 4 0 199 a =A,P1411.110 Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 6363.59 15908.98 6363.59 0.00 MIN PLATE NAILING 9 INC O.C. 320 800 320 0 288 672 384 0 810.67 4906.67 938.67 0.00 1388.23 1100.23 1356.23 #DIV /0! CS16 -30 CS16 -30 CS16 -30 #DIV /0! SHEAR WALLS RIGHT TO LEFT UPPER FLOOR Load Ht. 8 O re . 2 /3DL UPPER FLOOR Load Ht. 8 UPPER FLOOR Load Ht. 8 6 2 /3DL 2 REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 239 REACTION HOLDDOWN 341 2 /3DL REACTION HOLDDOWN 341 239 2 /3DL REACTION HOLDDOWN TRIB.LENGT a WALL SEGMENTS b c d SHEAR V WALL TYPE TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a b b KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99086- 21- (ExpC) Plan #2108 w_Office_1997-9 Lateral analysis worksheetl.xls V t.9Art�nwnuw+..r.wawm. c c c d d d 7/12/00 PAGE 5 t O; Z p p; 0 N; 0 1- W LU V , ILA: 11 Z ' h _!: Z 9 12 13 0 0 123J . P14j1 Mo= 11781.74 12763.55 0.00 0.00 MIN PLATE NAILING 8 INC O.C. Wall(DL) 960 1040 0 0 0 Roof (DL) 0 0 0 0 0.00 Mr= 3840.00 4506.67 0.00 0.00 MIN PLATE NAILING T =C 661.81 635.14 #DIV /0! #DIV /0! 14 INC O.C. REQUIRED NA NA #DIV /01 _ #DIV /01 14 1 1 12 0 0 2081 P , I Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 18260.75 19920.81 0.00 0.00 MIN PLATE NAILING 8 INC O.C. 880 960 0 0 0 0 0 0 3226.67 3840.00 0.00 0.00 1366.73 1340.07 #DIV /01 #DIV /01 CS16 -30 CS16 -30 #DIV /0! #DIV /0! 9 24 . 19 0 0 71 P1.?4 Mo= WaII(DL) Roof (DL) Mr= T =C REQUIRED 13699.70 10845.59 0.00 0.00 MIN PLATE NAILING 24 INC O.C. 1920 1520 0 0 0 0 0 0 15360.00 9626.67 0.00 0.00 - 69.18 64.15 #DIV /0! #DIV /01 NA NA #DIV /0! #DIV /01 FRONT TO BACK UPPER FLOOR Load Ht. 8 C9 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 o: H w U 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 w J 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 341 341 341 341 w co 2 /3DL 0 REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a a WALL SEGMENTS b c b b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 425-641-5320 99086- 21- (ExpC)_Plan #2108 w Office_1997 -9 Lateral analysis worksheetl.xis P3f d d d d SHEAR V WALL TYPE 7/12/00 PAGE 6 0 0 0 0 #DIV /0! 1 DIVIOI Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED #DIV /01 #DIV /01 #DIV /0! #DIV /01 MIN PLATE NAILING #DIV /01 INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #DIV /01 #DIV /01 #DIV /01 #DIV /0! #DIV /0! #DIV /01 #DIV /01 #DIV /0! FRONT TO BACK UPPER FLOOR Load Ht. 8 C9 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 o: H w U 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 w J 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 341 341 341 341 w co 2 /3DL 0 REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a a WALL SEGMENTS b c b b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 425-641-5320 99086- 21- (ExpC)_Plan #2108 w Office_1997 -9 Lateral analysis worksheetl.xis P3f d d d d SHEAR V WALL TYPE 7/12/00 PAGE 6 12 1.75 1.5 0 0 8431 . LRP49,81 Mo= Wail(DL) Floor,Roof(DL Mr= T =C REQUIRED 11803.28 10117.09 0.00 0.00 LRP AT GARAGE WING WALLS - MEETS APA TEST LOADS MIN PLATE NAILING 2 INC O.C. 280 240 0 0 0 0 0 0 163.33 120.00 0.00 0.00 6651.40 6664.73 #DIV /0! #DIV /01 STHD14 STHD14 #DIV /01 #DIV /01 #N /A 3.5 0 4 0 683 MINP24561t 0 19126.60 0 #N /A IM/N/A MIN PLATE NAILING #N /A INC O.C. Mo= Wall(DL) Floor,Roof(DL Mr- T =C REQUIRED #N /A Wall(DL) #N /A 480 #N /A 1520 #N /A Floor,Roof(DL 0 0 0 0 0 653.33 0 853.33 0 MIN PLATE NAILING 0 5278.08 0 5251.41 0 3 INC O.C. 0.00 HD10A 0.00 (2) MST48's 0.00 0.00 #N /A #NIA #N /A #N /A #N /A #N /A #N /A #N /A 24 3.5 , 3 4 9.5 683 MINP24561t Mo= 19126.60 16394.23 21858.97 51915.05 Wall(DL) 560 480 640 1520 Floor,Roof(DL 0 0 0 0 Mr= 653.33 480.00 853.33 4813.33 MIN PLATE NAILING T =C 5278.08 5304.74 5251.41 4958.08 3 INC O.C. REQUIRED HD10A HD10A (2) MST48's _ HD10A 14 2.5 3.5 3.5 3.5 613 R41# Mo= 12260.64 17164.90 17164.90 17164.90 Wall(DL) 400 560 560 560 Floor,Roof(DL 612 1068 780 396 Mr= 843.33 1899.33 1563.33 1115.33 MIN PLATE NAILING T =C 4566.92 4361.59 4457.59 4585.59 3 INC O.C. REQUIRED (2) MST48's (2) MST48's (2) MST48's _ (2) MST48's RIGHT TO LEFT MAIN FLOOR Load Ht. 8 0 u- 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 MAIN FLOOR Load Ht. 8 ug 2 /3DL 2 REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 ug 228 569 2/3DL REACTION HOLDDOWN 569 569 2/3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a WALL SEGMENTS b b w/ SSTB28 w/ SSTB28 TRIB.LENGT a b b c c c d d d w/ SSTB28 c d SHEAR V WALL TYPE I<APPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99086- 21- (ExpC)_Plan #2108 w_Office_1997 -9 Lateral analysis worksheetl.xls 7/12/00 PAGE 7 9 11 4.5 4.5 2.5 2281i/Mat4Wal MIN PLATE NAILING 8 INC O.C. Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 20037.39 8197.11 8197.11 4553.95 880 360 360 200 312 156 156 108 4370.67 774.00 774.00 256.67 1424.25 1649.58 1649.58 1718.91 STHD14 CS16 -30 CS16 -30 CS16 -30 CS16's TO HAVE STHD14 BELOW AS REQ'D PER GRADE 14 19 5 0 0 3321 R14 `., {..� Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED 50472.97 13282.36 0.00 0.00 MIN PLATE NAILING 5 INC O.C. 3040 800 0 0 0 0 0 0 19253.33 1333.33 0.00 0.00 1643.14 2389.81 #DIV /0I #DIV /0I STHD 14 2- CS16 -30 #DIV /0l #DIV /0I 9 . 23 17 3 0 119 Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 21922.51 16203.60 2859.46 0.00 MIN PLATE NAILING 14 INC O.C. 3680 2720 480 0 0 0 0 0 28213.33 15413.33 480.00 0.00 - 273.51 46.49 793.15 #DIV /0! NA NA CS16 -30 #DIV /O! 0 0 0 0 0 #DIV/0! =• 11/DMORM Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED #DIV /0! #DIV /0! #DIV /01 #DIV /01 MIN PLATE NAILING #DIV /01 INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #DIV /0! #DIV /0! #DIV /O! #DIV /01 #DIV /O! 1 #DIV /0! #DIV /0! #DIV /0! FRONT TO BACK MAIN FLOOR Load Ht. 8 Cp 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 o_ w w U MAIN FLOOR Load Ht. 8 J MAIN FLOOR Load Ht. 8 569 569 2/3DL REACTION HOLDDOWN 569 2 /3DL REACTION HOLDDOWN 569 w cn 2 /3DL z 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 99086- 21- (ExpC)_Plan #2108 w_Office_1997 -9 Lateral analysis worksheetl.xls d d d d SHEAR V WALL TYPE 7/12/00 PAGE 8 24 o 16 0 0 0 Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 0 #N /A 41982.21 #N /A MIN PLATE NAILING 3 INC O.C. #N /A 3520 #N /A 0 0 o 0 0 12393.33 0 3593.33 0 5044.12 o 5484.12 0 ON CONC. 0 _ HD10A 0 8159.52 0.00 8607.52 0.00 REQUIRED 0.00 HD10A _ 0.00 #N /A #NIA #N /A #N /A #N /A #NIA _ #N /A _ #N /A 24 0 16 0 0 0 Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 0 #N /A 41982.21 #N /A MIN PLATE NAILING 3 INC O.C. #N /A 3520 #N /A 0 0 0 0 0 12393.33 0 3593.33 0 5044.12 0 5484.12 0 ON CONC. 0 _ HD10A 0 8159.52 0.00 8607.52 0.00 REQUIRED 0.00 HD10A _ 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A 24 13 16 7 0 545 .h <^ p;.P23 Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 77966.96 95959.33 41982.21 0.00 MIN PLATE NAILING 3 INC O.C. 2860 3520 1540 0 0 0 0 0 12393.33 18773.33 3593.33 0.00 5044.12 4824.12 5484.12 #DIV /0! ON CONC. ON CONC. _ HD10A #DIV /01 14 3.5 3:5 3.5 3.5 818 R , Mo= 31486.66 31486.66 31486.66 31486.66 Wall(DL) 770 770 770 770 Floor,Roof(DL 900 1740 1164 396 Mr= 1948.33 2928.33 2256.33 1360.33 MIN PLATE NAILING T =C 8439.52 8159.52 8351.52 8607.52 2 INC O.C. REQUIRED HD10A I HD10A _ HD10A HD10A RIGHT TO LEFT LOWER FLOOR TRIB.LENGT Load 8181 #NIA Ht. 11 Mo= Wall(DL) O Floor,Roof(DL u- 2 /3DL Mr= LOWER FLOOR TRIB.LENGT Load 818 #N /A Ht. 11 Mo= WaII(DL) O Floor,Roof(DL ur 2 /3DL Mr= REACTION T =C 2 HOLDDOWN REQUIRED LOWER FLOOR Load Ht. 11 6 LOWER FLOOR Load Ht. 11 REACTION T =C HOLDDOWN REQUIRED 818 2 /3DL REACTION HOLDDOWN 818 2 /3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT a a a WALL SEGMENTS b c b c b b c d d d w /SSTB28 c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99086- 21- (ExpC)_Plan #2108 w_Office_1997 -9 Lateral analysis worksheetl.xls d w/ SSTB28 w/ SSTB28 w/ SSTB28 w /SSTB28 SHEAR V WALL TYPE MIN PLATE NAILING #N /A INC O.C. #N /A tMl/ MIN PLATE NAILING #N /A INC O.C. 7/12/00 PAGE 9 9 20 5 0 0 294 We P1+4 1 Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 64772.55 16193.14 0.00 0.00 MIN PLATE NAILING 6 INC O.C. 2200 550 0 0 312 156 0 0 16746.67 1176.67 0.00 0.00 2401.29 3003.29 #DIV /01 #DIV /0! ON CONC STHD 14 #DIV /01 #DIV /0! 14 19 5 0 0 4770P1ic310W Mo= 99707.74 26238.88 0.00 0.00 MIN PLATE NAILING #DIV /01 INC O.C. Wall(DL) 4180 1100 0 0 0 Floor,Roof(DL 0 0 0 0 0,00 Mr= 26473.33 1833.33 0.00 0.00 MIN PLATE NAILING T =C 3854.44 4881.11 #DIV /01 #DIV /01 4 INC O.C. REQUIRED ON CONC HD10A #DIV /01 _ #DIV /0! 9 20 5 0 0 294 RatelYKIIM Mo= 64772.55 16193.14 0.00 0.00 MIN PLATE NAILING #DIV /01 INC O.C. WaII(DL) 4400 1100 0 0 0 Floor,Roof(DL 0 0 0 0 0,00 Mr= 29333.33 1833.33 0.00 0.00 MIN PLATE NAILING T =C 1771.96 2871.96 #DIV /0! #DIV /01 6 INC O.C. REQUIRED ON CONC STHD 14 #DIV /01 #DIV /0l 0 0 0 0 0 #DIV /0! OW/01 Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED #DIV /0! #DIV /01 #DIV /0! #DIV /0! MIN PLATE NAILING #DIV /01 INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0,00 #DIV /01 #DIV /01 #DIV /01 #DIV /01 #DIV /01 #DIV /0! #DIV /0! #DIV /01 w z w U J FRONT TO BACK LOWER FLOOR Load Ht. 11 818 C7 2 /3DL REACTION HOLDDOWN LOWER FLOOR Load Ht. 11 818 2 /3DL REACTION HOLDDOWN LOWER FLOOR Load Ht. 11 818 2 /3DL REACTION HOLDDOWN LOWER FLOOR Load Ht. 11 818 w 2 /3DL 0 REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT a WALL SEGMENTS P1-4 AT CRIPPLE WALLS TRIB.LENGT a b w/ SSTB28 a b P1-4 AT CRIPPLE WALLS TRIB.LENGT a b b c c c c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99086- 21- (ExpC)_Plan #2108 w_Offlce_1997 -9 Lateral analysis worksheetl.xls d d SHEAR V WALL TYPE d 7/12/00 PAGE 10 y _� NAME Description IIIMEMII COMPANY FAX NUMBER h w A.VF Let SON • C I Ty Dr" 'Ti/rrwrc.cA 20(0 - li 3 / __ Pages Date Description IIIMEMII 1 9r12 -0 C) hM_ , FierGQ #1 / 9- -pi-ou FooTrN(, genie 11/01/2000 „19:25 FAX 425 821 4334 TERRA ASSOCIATES 123001 /003 -� RE■ ROVED 17 lr� FAX TRANSMITTAL • Date: 11 1- oO • From: FAX No. (425) 821 -4334 MZei KNo t- [� A HARDCOPY HAS BEEN SENT IN MAIL Total sheets (including cover sheet): 3 NOV 0 2 2000 COMMUNITY TERRA /MYTES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences ANY 44+0 42'77Q Q (het- IN Fb 4•1A Project Number. 1 S /S Z- Project Name: P srogi ei. ) Remarks: Iva us A Ge1Zt ' F YOU W e ui..i Lt Signed: Phone No. (425) 821 -777? Mailing Address: 12525 Willows Road, Suite 101, Kirkland, Washington 98034 11/01/2000 19:26 FAX 425 821 4334 TERRA ASSOCIATES FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED ¶ I IV I DO PROJECT NO. t S IS PROJECT NAME :. Fe5}tPVit."' CONTRACTOR: D I Ao e I& v DESCRIPTION OF FOOTINGS COVERED INDUS REPORT: FOOTING EXCAVATION TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 i rk3l,t Irv. ► l y r4-s;� -evt� _ I'.r.�iv e- 00.4. co nn.pOthP ►. Scyc.l p A asph L4- 14.C. �e NOTES: 4-I%0_1- for SIGNATU/RRJE ,� (ecru 1'1 -1 /G /A i TERRA ASSOCIATES REPRESENTATIVE Lot *14( REPRESENTATIVE , G'o ri O.* • • • A •. • s b 5ra.A _ e f �-4. e_ o.1 v e.. 5 fioi_Ve a.reA "L000 95F be r q - COPY TO: PROJECT LOCATION: 1'' W A (3u M54 - et.,8 FIELD CONDITIONS NOTED 1 • t' dins Our representative has examined only the footing excavations listed above. The results of this examination are only valid loosened for a period of 48 hours. If any change in the soils observed in foundation areas due to Construct on activity orrainfain should snou d be removed prior to notified. oncrete Any 2 rra 5 Qf tLOh 0 , of utth2 z (9' 00 0 V) W W O. ¢ J, v : w , I- O z 1-' 2 p Off' 0 1- U o f w z i O I z 11/01/2000 19:26 FAX 425 821 433.4, TERRA ASSOCIATES By: OG TERRA ASSOCIATES, Inc. Geotechnical Consultants (42S) 821.7777 Project, rilaT eZV/ Subject: Location: S. i3G71 CYi 44 AV!: . K411.A. Weather: 5 Present At Site: �M °Pita _..Cn.EW P AC -E Citi ( ,t 14 FICG P.Acfe 7-0 „..2s S7njcrrurov 1 -frf_e en ", o f Al toff' fi ,Jo2+ - n,zfJ I)PP1.L- y J Field Density Test Data Contractor: V TA ^Oit%) ri M 31 21003/003 DaiIy Memo Project N0'; ( Memo No. X 33 Dar 6044.0...._ Copies To: Test No. Test Location Depth u, i Soli Type Moisture Comencl %1 Dry Density VCfr ri auwe Comoaeucn:'v i Remarks 3 1) CErrrEVP- T r • -j FG : Q °I • /O,$. Z °l S' . 1 ,... 11/01/2000 19:26 FAX 425 821 433.4, TERRA ASSOCIATES By: OG TERRA ASSOCIATES, Inc. Geotechnical Consultants (42S) 821.7777 Project, rilaT eZV/ Subject: Location: S. i3G71 CYi 44 AV!: . K411.A. Weather: 5 Present At Site: �M °Pita _..Cn.EW P AC -E Citi ( ,t 14 FICG P.Acfe 7-0 „..2s S7njcrrurov 1 -frf_e en ", o f Al toff' fi ,Jo2+ - n,zfJ I)PP1.L- y J Field Density Test Data Contractor: V TA ^Oit%) ri M 31 21003/003 DaiIy Memo Project N0'; ( Memo No. X 33 Dar 6044.0...._ Copies To: OCT -20 - 00 12 :01 FROM =TERRA ASSOCIATES CONTRACTOR: '1 D+w/ TERRA ASSOCIATES, Inc. A .2l 4 Geotechnical Consultants a , 12525 Willows Road, Suite 101, Kirkland, Washington 98034 " , Phone (425) 821 -7777 • Fax (425) 821 -4334 FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED ()A rD8 tt. 2D, ZOL17 PROJECT NO. PROJECT NAME: 1 -raeJI F a PROJECT LOCATION: � � 1 W 1 -r` i W /! REPRESENTATIVE: C`'( "r- DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: R el-Ain/Jac Ow` ar i,J» Lars * 1 $ r� FOOTING EXCAVATION 11,7)4%4W Pen Ora. g its Q NOTES: DP6tD i1Pac? — 114 nP„✓fDi.1„„� (#P►T -rwe. SIGNATURE G.2•rn Li Pe, TERRA ASSOCL TES REPRESENTATIVE ID:42582 4334 PAGE 2/3 1 � I X 1-+x Q�.�Fn FIELD CONDITIONS NOTED PJ� 1-10,6" a# O , I 11 A3b3 Rtrl.vp-Q /31.10^. Port.. Nut JP% r, 200D r5P ,,6 64PIA .i ? 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 subgrede Conditions oCCurs, we should be promptly notified. Any loosened Soils Observed to foundation areas due to construction activity or rainfall ShOold be removed prior to Concrete placement. COPY TO: Txoo- NCEVED CITY OF TUKWILA NOV w 2 2000 PERMIT CENTER Project: Location: Daily Field Memo Project No. Geotechnical Consultants (425) 821-7777 Memo No. 139 Kirkland, Washington D Subject: Rel ninmipr 6 WALL I:: s °I , u,', . 1 iuj ui o §; 9F to u_ ui 0 .'' . g :J- . IL. •tt I e QEP Of creo .5*/ "rt_.) (lc ‹. r..),c,z 3 PcnN- — a I (2 6.-: Pit-lido 1. ( -L.'s OP-) ( Tr) 1 r. Z. 7",) Elf-r..4•-7 eA/„J :.F-.. — 3P !)1 x i pl( t i t - ) "T o I 1 .i.), L c S r ' i (-,(2/ 4• 16— lei ET / ": )FT. MA-) , 54 - tirN. L !_ f3' 12.E Mo./4. o •lsin e 6. k Ae f: t / 1 ( Lni,) ! • 111 Ili cF ( /4. t .c: 0 (j _ ,-, t. - T - Ear (N I? 1 7( 1— Li P. P: urL/■J - r.) - 1_016 i0 I-1 ' W u j , Z' ill ' .0 ei .._...1 14.)ric TERRA ASSOCIATES, Inc. Ros ei 3. 136 AvE a Tv ") Weather: 6,34).1 (.) ( • Contractor: D CA-) tvz- Present At Site: By: Copies To: r RECEIVED CITY OF TUKWILA NOV - 2 2000 PERMIT CENTER •• . .• 11/07/2000 10:57 FAX 425 821 TERRA ASSOCIATES ifn;•ir:" . .. , .1. . "7,1 . . . . , , Trl: 'm TERRA ASSOCIATES, Inc . .: • • . . .. .. . ., • . . . ,. . . re*..4,....e.„,,.....42„ 1 :-,.....,.,„, .,• ,. tori in GeoteCht;icalEngineering, Geloo and ' . • . • Envirorimental Earth Sciinc6s • . • , . • • • • Mi... Gary Butristead • Dujardin Development • P.O.. Box'1059' • Snoliomish,Washington 98291 •• Subject: • Pocking Drains • FostervieW Estates .• Tukwila, Washiligton • , RECEIVED CITYOFTUKWILA l ■tRYv q), .C199,1 • . WM% • . ."12525•Willciws.Road, Suite 101, kirkJand, Washington 98034 .• • Phone(42) 01 • Fax (425) 821 • terradterra el002 Novemb 7, 2000 • Project No. -r-1515-2 • Dear Mr. Bumstead: 2 • This, letteisummariaci•Our discussions regaiding the exterior fdoting drains for the residences to be constructed at . - - Ulu l'otc:liii.V.EStAtti3 rii In e .;api.ni 4.1.?:.€.-,.. dy..airis...7.my 'cgkisist.o.f.the.following:•..... : _ . , ... .._.,..,..;.,._. • . • • •foui-inCh, perfcated PVC drainpipe should be placed alongside the base of the =alibi footings. , . . • • . •• 'The drain should then be coliercd with at.least,18 inches of.pea,grave or brie-inch minus washed rock ' • ' . 'with a strip of separation fabricpliced over the teli... . • . . . . ‘. • ' • On the downhill side of building's, thedepth of washed rook may he teduced.to 12.inches. • . • • . • . The pipe should be sloped to promote positive flow to the downhill:point where it will be transported • away frOm the stnicture. We.understanci the:prOject drawings show a four-percent slope. • This slope is . • . . not necessary to promote.flow, • .. • • , • •. . . . • • . . • . . • ... , • • • , • We •trust the infonnation•presented •is sufScient for your 'current needs. If .you have any questions or requite • . . additional info ' • „Sincerely y • TEgRA, T891 N0. Test Location ow 1111 soil Type moimuie Cpnwmha Cry unwvtrCFl 1141110/4 Comolcucn's Remarks 32. to 10 NW. of 5.6- kxsie...,.-I• reriwt.r '(r P.A 10.8 Mg I - ' .. asimiles /4 3Z7 i0 S.E. o .l N.W. �'.,4rux i, +. S AA I1.1 N Er.T ot ii.r!?t 01/08/2001 10:40 FAX 425 821 4134 Prolect: 4.iehNt.„1 Weather: By: Ctc•otre TERRA ASSOCIATES TERRA ASSOCIATES, Inc. Ceotechnical Consultants (425) 821-7777 Present At Site: Subject: / .O+rv. nee ` I 57 jet 5! p I . .-k s--1-5 on Go '4- 1,4 6, se .4 -.4 l 1. �. /I ,, i 7a c • , -- /'tor - .4 ffei 1 1-1, hot Sot _..1 7' Q /`2A 14I '2 ; 01 5 4 5 v 4.- •P /eAret 7 / ,1. 4.,5•; 4c.r,A-s 4.... ,^ S•ci1A - rah o.+ 1cm% IS `70 (Qpet c.-fro-0 0-1 L b e..o•. K 4 r .s i -/ Fie d Density Test Data Contractor:. 5 /4- C o... k) ile,..? C„ef Copies To' Q 004/004 Daily Field Memo Pr oieet No. /VC Z Memo No. 11 160 Oats 12 •(e - 00 4; 1-0r /7 - '&1;C/ken ! / 1/ " S e / &orr4 "4 Z W 0 Q . N to W • u. W 0 . N • a = LIJ ui O ; O O W W' 0 : tl .Z ' c) � O Z ; NOTES: FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED 3- 4-0 / PROJECT NAME: J� a 'T Y� CONTRACTOR: b f.coso DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: ,.i4 410 .i url�11 V ir Our representative has examined only tiie footing excavations listed above. The results of this examination are only valid for a period of 48 hours. If any change in the subprade conditions occurs, we should be promptly notified. Any loosened due to construction activity or rainfall should 5 7 - r e /hopto..04 be removed prior to concret ppla SIGNATURE TERRA ASSOCIATES REPRESENTATIVE tERRA ASSOCIATES, inc. Ceotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821.7777 • Fax (425) 821 -4334 PIROJ ECT NO /575 Z PROJECT LOCATION I U O.) /C CA REPRESENTATIVE ficgt.44"A/ La .44c. AAA COPY TO: RECEIVED MAR - 9 2001 a UILDING DEPARTMENT it ^.rwo .7N N!iena lMa^u.M.v ......... sw vo t Y,xi-itfrarronou rmlf...e AM1+ ittkrY t.mv vilitrirer FOOTING EXCAVATION FIELDCONDITIONS NOTED 3 I'S7,inI /M, Lf//rL..L Fi37YA, S • 07/NC, cdare cxedy- 7 , exTilieeN 7HE Mit Goenl 25 l^1 co -n , tc-72 YJ sxe vc DaAt OF LO // / L07 / Z S / I d.).., r / rUSC F t A) c.4. C-5. t- c) 5 . Pag et 4iV1Z MARL- Yee 4 4v NOTES: FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED 3- 4-0 / PROJECT NAME: J� a 'T Y� CONTRACTOR: b f.coso DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: ,.i4 410 .i url�11 V ir Our representative has examined only tiie footing excavations listed above. The results of this examination are only valid for a period of 48 hours. If any change in the subprade conditions occurs, we should be promptly notified. Any loosened due to construction activity or rainfall should 5 7 - r e /hopto..04 be removed prior to concret ppla SIGNATURE TERRA ASSOCIATES REPRESENTATIVE tERRA ASSOCIATES, inc. Ceotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821.7777 • Fax (425) 821 -4334 PIROJ ECT NO /575 Z PROJECT LOCATION I U O.) /C CA REPRESENTATIVE ficgt.44"A/ La .44c. AAA COPY TO: RECEIVED MAR - 9 2001 a UILDING DEPARTMENT it ^.rwo .7N N!iena lMa^u.M.v ......... sw vo t Y,xi-itfrarronou rmlf...e AM1+ ittkrY t.mv vilitrirer C uul 18:01 FAX 425 821 4334 TERRA A890CIdTE9 Project: TERRA ASSOCIATES, Inc. GeotochnIcal Consultants (425) 821 - 7777 Location: �tL I LI— • Weather: Pre. ent Al Site: Field Density est Data Contractor. Daily Field Memo Proieot No. Memo No. Date SuhlecI: _ �/ /K� �i?tl Tnnt�� /c c Il 002( 003 /Sir- 2 R -92001 BUILDING DEPARTMENT 5'"r le i P . ttswm,, Tu.+ are:!Wy¢+r +S NP :∎9YtWA M '1youtat Z M W V , 0 0 (A W H W0 g F—' u w , Z � F- 0 . Z iu D p 0 - ' 0 I— MI W I 13 O : ii Z I =Z '; 0H Z Test No. Test Location Depth 111.1 soil Type Moisture Content (%) Dry DensityIRCE) Relative Compaction% Remarks 3 / a - ' NE(, —,,f 1,„,,:-., /4 Wall 56 ,4A 12.1 //s-.1 (-75 144l/ (;/! 93 . //5 (.. l ln/ei NW r ' 15 /.VA / 1 '6 A A 17. /!G « .q5 304 12'> ,5i ./ NF " - /.s eJ4 /1 6 AA /1. / /.71.W 99 3 125 S W r/ Nw • . / yVA /1 sL A A /2./ / /7. / c(e, RECE VED APR 1 2001 BUILDING DEPAP`RIF 7 r Project: Location: Weather: Subject: A l e; , / _1,-„r) ' :, I 4c r' r (� . e ., � —1 r ,--.9o--, •I , f -tom I 1 • 1✓ � / '1(" � , .4e Ors 1..)e (1 {-:y r L- k- 1 (. /1 3 - . 7 /1.7.. /•J of y / / 1.,...p .. "'� < .1-,-- r' l -- 1- -40.: c . ?N., I - tL // c, < i r.Qn I , 0-1 /m � /r • Lt F' 4, /tl -P /- lit-k- e - 4) , •• kJ s, r F ! � /" /� (Fr-r:n,,�:'y' /tJrt /1 h /1 j L 1.,-..., r1.l'l1' G, / w /( G✓ ce S •e'X . — „ VGt.leo/• .-. 4 ,-, � hor /.. t r° • •^4 NP/') G foes"°� IA, ; l� l�”' fn a --12,4 If r , 5 v. L � r <2.1 e By : I t ) ( ( ( / 1 /1 6 %l?'Tl..' TERRA ASSOCIATES, Inc. Geotechnical Consultants (425) 821 - 7777 Present At Site: Field Density Test Data Contractor: , OuJo'be /JiA/ -d re /7 ( 7/ ren Copies To: �; r' )/vi .1 ( Daily Field Memo Project No /5/5 if Memo No / S Date 'Z 0 / lei en tA!naR�wwn'w'Mpw."YFW3.SaRR • NOTES: TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED 3 - 2.2 - U I PROJECT NO 1 S i `' - PROJECT NAME: F'O°"CrP CONTRACTOR: l!j�tf'!J ( /.l DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: r ?t_�NI[ h am .' - c.:. TERRA ASSOCIATES REPRESENTATIVE REPRESENTATIVE: t1 L 1 G ' � r c l c, 1, CA Y[i'.w - r - PROJECT LOCATION: - "T u \: w i L L h G e,r> r i n r r. ,' r rY t• I 1' r r - •[ti -� .. , r, 1 fl r -1, 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. COPY TO: SIGNATURE FOOTING EXCAVATION FIELD CONDITIONS NOTED .! r7 E' /11 ide. l /ri%,, 6vc1 // - / - 0n / / G `9 ., a ,. (, ,,..- E'r-;t, 6"1 cA -t' 1 % r d � G1 !/ .` �+ -e.- x ( G�-VOC ' 1-t-,9 // „� CT rel VG(°F"cl / 2 Jr1c•i7o5 i i/ - J0 >o 1. ere v. Oil Y (- -.1 � j 1 CC)n.- 10- CI A2 . >1 - rllr1 1 _/-.., 1 a , e te /GV->'Cn ilnu tir /` /.. -(Lit c'v Pc 1r .� s, rrnr A . /7:9 C.1 0rY O, L, lyder4 Y1a✓, f 4 2 2- ( C ', .,(„ (� \t'.., I (1, : 3 RECEIVED APR 18 2001 . , 111111,41,. o • NOTES: TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED 3 - 2.2 - U I PROJECT NO 1 S i `' - PROJECT NAME: F'O°"CrP CONTRACTOR: l!j�tf'!J ( /.l DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: r ?t_�NI[ h am .' - c.:. TERRA ASSOCIATES REPRESENTATIVE REPRESENTATIVE: t1 L 1 G ' � r c l c, 1, CA Y[i'.w - r - PROJECT LOCATION: - "T u \: w i L L h G e,r> r i n r r. ,' r rY t• I 1' r r - •[ti -� .. , r, 1 fl r -1, 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. COPY TO: SIGNATURE TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Subject: Final Report Earthwork Observation and Testing Fosterview Estates, Lot 14 Tukwila, Washington Reference: Plan Review, Fosterview Estates, Lot 14, Terra Associates, Inc., dated May 24, 2000 Dear Mr. Fowler: September 21, 2001 Project No. T- 1515 -2 As requested, we provided intermittent earthwork observation and testing services during grading and construction of foundations for Lot 14 of Fosterview Estates in Tukwila. The purpose of our work was to verify that the geotechnical engineering aspects of the project were completed in accordance with recommendations outlined in the referenced plan review letter, and Kappler Architects' construction drawings. Our services on the project consisted of observation and testing of the following: • Structural fill placement and compaction • Retaining wall installation • Foundation subgrades • Garage and basement floor subgrades • Footing and retaining wall subsurface drainage Based on our field observations and test results, it is our opinion that earthwork and foundation construction on Lot 14 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 copies of our excavation examination memos delineating the foundation subgrade conditions noted during our site visits. 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 - 7777 • Fax (425) 821 -4334 • terra @terra- associates.com DZ0 - 17Co I N W O 2 g Q CO 3 0 0 N o W w u.. O • z - O z 1 • Mr. Bill Fowler September 21, 2001 This work was performed and this letter was prepared specifically for the and their authorized representatives. We trust the information presented is sufficient for your current needs additional information, please call. Sincerely yours, TERRA ASSOCIATES, INC. r..J AB:ae -- EXPIRES 119101 • Encl: Foo Excavation Examination Reports (4) Mr. John Kappler, Kappler Architects use of Dujardin Development Company . If you have any questions or require Project No. T- 1515 -2 Page No. 2 0 U Qp ; NG i (o W CO IL 111 0 j u - Q: W7 Z W Wr . 0 ON W w. O: Z - FOOTING EXCAVATION • FIELDCONDITIONS NOTED E 1 r "Ua i --nr' co uMMM.a.k. ov\ F-or L.Zc pose Sc i 1 axe. dense S I r\ Le. - t v' .; t r' is -v`c-e_ I'1 a V.iv e- ay. a. co rA p rccy c,l e A 0$ (hodA-- I co vkc re,t-e_ • FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED PROJECT NO. 1 S IS PROJECT NAME: Fo s CONTRACTOR: b t! J0.r l O V\ DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: NOTES: GrAse,cl, ()Pa" sub 5 e"Mae_ PsP b'LC Y. y . C04$0,4_1 4 y TERRA ASSOCIATES REPRESENTATIVE fERRA ASSOCIATLs, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 _ 4)L o r1 t-4• s✓ o..b U Q. PROJECT LOCATION: Tukwila. , REPRESENTATIVE• G'a.+-y 13u SO O. (. C.Gr.Ai440YIS Obsept/CO +y) clay 5 3-e 8, !t- wA rP rra s opiniov\ c 5 ; ae2 ✓o 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. COPY TO: Cr 4 CS SIGNATU E c— s•77a nJJ , ,gam t U O too to w tu_ 0 J u_ Q o d 2 tu z � U O ON 0 I- W W LL- 0 `. U z - FOOTING EXCAVATION FIELD CONDITIONS NOTED 3 RomtvV / twtz_ z. FttsT/NG s : O T /NG cAieg G'X r. iv -#706 8 "?74Ja°r4 Tiff NORTH COieNC>2S /"1 Co i 4c7z77/3 s7 Oc 7Z kL OF LOT /5/ r /5 LO 7 •Fa L C•oA.) s i S 77A-Z., 0E / S s/6 ; 4 4, e ryc m-01 i t e)(4 .A41 /3 f /'a . M y rt'»0N• 7no psi /iamiwb ID S'PI'G+'=i /fUVSE /.41 , 4 - ?7dN cA.Md"LLs. Cal-0 5. • Poo 77N G 4 ZAICK-6 P .441/6 NON- Y/bP. 1) 6v6 . DATE FOOTINGS EXAMINED FOOTING EXCAVATION EXAMINATION REPORT PROJECT NAME: / 7 V/P. PROJECT LOCATION: / ueco1ClA CONTRACTOR: Luve41W DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: �`ERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road,•Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 3 -4 - d I PROJECT NO / S7S - REPRESENTATIVE. 4 c177 (7NO,frr ) NOTES: I11 efgOc ' 7NC, A46 SIGNATURE 7eeN 40e L TERRA ASSOCIATES REPRESENTATIVE 20006 ,,r ,1?e6 ' 5 01742 5L E . Yi01(._ A /n/C Lo 44s . AA) Y 5 p1,t 01neG 44.447210 a Lcx.35t eri47 e I✓17 S 1/1-10 811 /2E•/►t0 ,3 ��e.n - nn77 rvt 04y6'4 Aeto.e 't rrwJ r4.07 - 5 pL,AG ir,ci 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 s • • :: - • • • • ' • • s due to construction activity or rainfall should be removed prior to concrete placement. COPY TO: �• I ( � • . "N . .1fliti , ¢f~ 7 .9 1511 4Pi FT'Arttrnilr 'Fffi ^9aen S2.00+40 4W ory.nrOv.4,11rwnma;m+regx..i.N n4.3..7rr!mm.,K,M, �+.w;nn,.a•;..>ov w� »rKewcc..ww Z re 1 1 U U o, uJ w w LL. Q' 0 1- w z I- Lu o ! o � ; o ui uJ w U 0 I z . - FOOTING EXCAVATION FIELD CONDITIONS NOTED -he . Ai ;d re 4, ;e) r� i 1/ 9 o4 �-n9 a 4. s 1,--e,--e o a 3 eyed gnu, l/ •a s -e-lc c 9 1 Z ;,--, L., erg. cavdl - k4l /2 ;nc/1 i,1 40 gar l• pre-v. OJ S (y coati- o-otle 1 54 - rtre 1 4 i. - cee) Aou to /4/ f S— - -i t extzec.3 s ,.P v a IA one L.,-hierA Aciv /S /6 zoc. P S-C 1,(3,4k4-.. lc, -0_a, S • 4Ltr.a a-S U^tr -F Ii' rh- ct$ vnor"y',rlairn. DATE FOOTINGS EXAMINED 3 PROJECT NAME: rovi ?edt CONTRACTOR: btrSINRAJin4 DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: NOTES: / 1-4 ci lo SIGNATURE BERN UE. K - rc..c TERRA ASSOCIATES REPRESENTATIVE 4.4 fERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 FOOTING EXCAVATION EXAMINATION REPORT PROJECT NO, 1 S1S Z PROJECT LOCATION: 'Tv Kw 1 L LA REPRESENTATIVE: ScoTT &T'wc•-co S d. 44.Y 4,44-v.,-. cLi. - % Ct we s.-, 4, 1.1 e. 4 r 5 zccs U P r b t�� �c . ' (. .s c& s . Ar.,,, 6e -9 Ya_4'e-vi n ( or s- t% 41. i r., 6,,,....A.-- `l- U1 L rr'a u.o-ywr71 , r z n •r. - VT, i r C levt p 1 4 . 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. COPY TO: Ettltati 4491'M CC`�Nfiiwl Jprr,.nM+« t✓' IwT�'r*Ye 4'f4RYN!'MlW.kAYNtRI*0•11.3 - TMS4I.OMM.#'40 1. ?"1 , V 01 '0R 6 0 (1) W H ; W O }}. g J ti Q W z LU U � O tn '. ci H V '; I g. O . Iii z ' co Z , NOTES: FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED 5 -1 7 /- 0/ PROJECT NAME: S7ne ✓L LZti) CONTRACTOR: 41r 4-/e4eA/ DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: 5"77tnrA ) A S 4 A) eT GF Z, 006 //Q t A Ci / c crz 0770 rn *2' , 44-r Sf zl (4L6 Gr., 01 1 For weir- Jr Pet 0A 7r) c , A )r°..c W p1 A- ci-7.ritrw7 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 o cup toxin lion areas due to construction activity or rainfall should be removed prior to concre � p pl lacement. COPY TO: Sfib / yA'/ i i PL-C SIGNATURE // TERRA ASSOCIATES REPRESENTATIVE TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 PROJECT NO. • /57,5 PROJECT LOCATION • /V KO/ e_c.A REPRESENTATIVE: Sete) /iM57T •on / : � � .•tI(; .�s'73T PST a!// Lei "Jr, sc. / t � Lei hen ArvY FOOTING EXCAVATION FIELD CONDITIONS NOTED 2 •<'"7/77^//r06 A - - c._L. , a O 7, J( h7c.r4S G7' C ."fV4.7r0 P . as 7 7'U6 S v 6 70 /Z //VC /irrS /At76 rn.nPAc. 1 — 3 4 -/ ;er- & Am, // R vc L C.1 ic_e /4- 7,4'775ei s I bt e» .%, /y F / S non 1 --c-- n SL r e)z T / S r /6. 2, Grx) 8U/(& I A/G P< -l' Low S. " A-7- c •x/15 e r )-i,cvn _74 ,4t4 ,'V(J/I - »gt_A/A/G. NOTES: FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED 5 -1 7 /- 0/ PROJECT NAME: S7ne ✓L LZti) CONTRACTOR: 41r 4-/e4eA/ DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: 5"77tnrA ) A S 4 A) eT GF Z, 006 //Q t A Ci / c crz 0770 rn *2' , 44-r Sf zl (4L6 Gr., 01 1 For weir- Jr Pet 0A 7r) c , A )r°..c W p1 A- ci-7.ritrw7 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 o cup toxin lion areas due to construction activity or rainfall should be removed prior to concre � p pl lacement. COPY TO: Sfib / yA'/ i i PL-C SIGNATURE // TERRA ASSOCIATES REPRESENTATIVE TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 PROJECT NO. • /57,5 PROJECT LOCATION • /V KO/ e_c.A REPRESENTATIVE: Sete) /iM57T •on / : � � .•tI(; .�s'73T PST a!// Lei "Jr, sc. / t � Lei hen ArvY ?at re.g:ievf ca.-) Project: Subject: Location: / Contractor: Weather: hYL C_Oc»'L)V Present At Site: -,e TERRA ASSOCIATES, Inc. Geotechnical Consultants (425) 821 Kirkland, Washington / A/6% ( r 7 J (. Ai-4- r yUS PRA /AI t i .___- A / cgiz.4 g:ci- k, 1 L; /77L76 5 / 7Z - ./0 oiifc3c.",::,./c.: / Ay or / 77 ,'J C5 0.4 isi ".. 6 (2 fo /) • n-/-1-r 2 1:1 • C' siC c 0, g 6.7 — nil A I r Air'. LA./ Al_ L .cs t..3 L.f... - 72 , 1... c rl• - 7,..._, 1-07 / `. 1 5 - ,t Jo / S --- 'i /6 _ ---• lile f'1/470 r o IC ?'r 11 -7 /."(:' c, Ad " 7' y le AM( . e 7T _say 71/ C 271 /k"' 5 of? - r (WA / PJ C r' , e /U( 7?) Copies To: - 1:41e4m / Daily Field Memo Project No /.5 e Memo No Ho / Date - 0/ L...;, , / / Kwi rt000ra, a 4:4" 1 ,,„, e".P: airAirtS4. ( APA Y, 49 S /'.I- ,;(/ ( .E.4 — PC) 1,""' --• -z • A-vv1) 7r.:7R/e A re C rt e7.4.d 4)A S .) Test N. Test Location caw, au Soil Typa ►no :p+re Conlantlxi Dry Deneitr1PCF) sale. "e , Compaction Remarks x, 4 I F. 1 W. e.-d e), •-• #-...d G / /1" : , , S6, c 10 .10 14e —es 367 y /twcrI , r „ ,t 1 C . 1 3,0 t'Z.c) • aka r , 06;04/2001 12:40 .,MMw1.'MfIY1Nlr Project: TERRA ASSOCIATES Inc. 26 821 4334 TERRA ASSOCIATES Q1003/004 17r Je¥, t) LQCation; 71JKUI LLd Weather: CPVc&254'52` Geotethnical Consultants (425) 821.7777 Present At Site: Subject: Gll +rte S.Cr ! '/ — /. Contractor: — 1)v;Areola Daily Field Memo Project No, 5^ Z- Memo No /1� Date 5 . NAP,/ - i .4A _ .47 e=/4I# Sfl c• irr (A h?E /}� T • .M rtf 5, -WO: I.hr 7 -. ;f "7Mrcipl 1i itl/r 11 Field Density Test Data Z '42 _. 0 N W w CO LL W 0 : J CO d Z H 0 Z H. 111 ui 0- 0 t— = W LL 0 ! 0 Z 05/ 04/2001 1. PROJECT NAME: CONTRACTOR* NOTES: 425 821 4334 TERRA ASSOCIATES II004/004 TERRA ASSOCIATES, Inc. Geotechnicai Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 90034 Phone (425) 821.7777 • Fax (425) 821.4334 FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED -q-D/ PROJ NO, / 2 DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: Ter nil1 Piecyri / QUA/ SIGNATURE ,$- Beat /e5 ' 1/4/et t TERRAASBOCtATES REPRESENTATIVE PROJECT LOCATION* ,r �r4 czA REPRESENTATIVE: c �,4IPY &rniS 2 .J Y C R l 4 �.© si c". S c 4 i 27 d 2 , � Oafs �.t� &.'/r....dlrJ/, ( 6 1 Jf a A-nr /4./ h-T25.42 a t net cT .4J(fl _ .01.41 ea S1171VL_✓1 - 774674/ G f/ Pet OR zei rpm A )e_44 aZa....Ft.47,evtao Our representative has examined only the footing excavations listed above. The results of this examination are only valid for a period of 48 fours. if any change in the subprade conditions occurs, we should tie promptly notified. Any loosened Bolls o ion areas due to construction activity or rainfall should be removed prior to concre placement. COPY TO :. ! 11/3"0110/Al /441PL z W w 0 co W N � 0 g Q' c W _. I—O Z ELI U 0 : ON 0 1- W W H V ; IS ..z U 0 0 ` FOOTING EXCAVATION ` FIELD CONDITIONS NOTED NW , Z R077Y714 /r0G l•.1+4.-4— _ _ 007rAJ<= 4p [- x e.iti4 7 W FT:ea /A.A 5 : b /2, /r+rc /*TT �.rr P �nyn,44 +1 — �•/ - li �.°f G / e - hJQ./ P. d _ , Grp mr.e1 _ r be 4 /W s /4 Fr / S rts9) v — — Ja 5 T /S !!(o• 2, Grie� P s-' Bate_dtA) 6 _ Lo4yS. - t riff.rgoi S e F _ / 05/ 04/2001 1. PROJECT NAME: CONTRACTOR* NOTES: 425 821 4334 TERRA ASSOCIATES II004/004 TERRA ASSOCIATES, Inc. Geotechnicai Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 90034 Phone (425) 821.7777 • Fax (425) 821.4334 FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED -q-D/ PROJ NO, / 2 DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: Ter nil1 Piecyri / QUA/ SIGNATURE ,$- Beat /e5 ' 1/4/et t TERRAASBOCtATES REPRESENTATIVE PROJECT LOCATION* ,r �r4 czA REPRESENTATIVE: c �,4IPY &rniS 2 .J Y C R l 4 �.© si c". S c 4 i 27 d 2 , � Oafs �.t� &.'/r....dlrJ/, ( 6 1 Jf a A-nr /4./ h-T25.42 a t net cT .4J(fl _ .01.41 ea S1171VL_✓1 - 774674/ G f/ Pet OR zei rpm A )e_44 aZa....Ft.47,evtao Our representative has examined only the footing excavations listed above. The results of this examination are only valid for a period of 48 fours. if any change in the subprade conditions occurs, we should tie promptly notified. Any loosened Bolls o ion areas due to construction activity or rainfall should be removed prior to concre placement. COPY TO :. ! 11/3"0110/Al /441PL z W w 0 co W N � 0 g Q' c W _. I—O Z ELI U 0 : ON 0 1- W W H V ; IS ..z U 0 0 ` July 26, 2000 John Kappler Kappler Architects 14311 SE 16 Street Bellevue, WA 98007 Dear Mr. Kappler: Sincerely, I Brenda I -bolt Permit Coordinator encl xc: File No. D2000 -176 RE: CORRECTION LETTER #1 Development Permit Application Number D2000 -176 Fosterview Estates — Lot #14 4246 South 137th Street If you have any questions, please contact me at (206)431 -3672. Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. 1 have enclosed comments from the Building Division and Public Works Department. At this time, the 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 ()leach 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. 6300 Southcenter Boulevard, Suite 11100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206-431-3665 re 2 e g W to u. W 0, _ o : HW Z W j `. 0 0— 0 1- tu u-H O � Z i U co, 0 ` TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 .Snohomish, Washington 98291 Subject: Plan Review FosterviewEstates, Lot 14 Tukwila, Washington May 24, 2000 Project No. T- 1515 -2 Reference: Fosterview Estates Summary Report, Geotechnical Issues, compiled by Terra Associates, Inc., dated December 16, 1998 Dear Mr. Fowler: As requested, we reviewed architectural plans prepared for Lot 14 of the Fosterview Estates project. The purpose of our review' was to verify that the are -in conformance with the recommendations presented in the referenced report compilation, and to provide additional recommendations as required. Project Description We reviewed the following plans: • ` Sheets P1.0 and P1.1, Architectural Site Plans • Sheet P2.2, Architectural Plan Sheet P6.4, Site Section for Lot 14 The project plans we reviewed, prepared by Kappler Architects, P.S., indicate that a three- level, wood - framed, single - family residence will be constructed on the lot. The main floor, including the entry and garage areas, will be at Elev. 150. The daylight basement level will be at approximate Elev. 138. The basement will be constructed with a slab -on -grade floor. To achieve the planned finish grades, it is anticipated that temporary excavations of up to six feet will be required. Fills up to five feet thick may be required for-the access driveway construction. It is not anticipated that significant fills will be placed at any other location on the lot. After completion of foundation walls, excavations will be backfilled. In some areas, a Keystone wall or concrete retaining wall may need to be constructed to aid in maintaining finish grades. 12525 Willows Road, Suite 101, Kirkland, Washington 98034 • Phone (425) 821 - 7777 Mr. Bill Fowler May 24, 2000 Discussion and Recommendations r 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 six feet will be required to construct foundations for the lower level of the residence. It is expected the excavation will be made through recently placed recycled concrete .materials and native soils consisting of sandy silts and silty sands. The on -site native 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 imported to the site be used to backfill all foundations, and as additional-fill wherever possible. To prevent contamination, this material should be kept separate from the native materials on the site As an alternative, imported pit -run gravel soils may also be used for backfill. Minor Keystone walls, and/or concretd walls, may be required to accommodate grade differences on slopes adjacent to the house These walls should be designed to support the pressures given below for • retaining walls. Rockeries should not be used as retaining structures. .Rockeries up to 30 inches high may used for landscaping purposes. Foundations The foundation excavation on this lot is expected to extend into competent native soils. 'These soils are moisture - sensitive and subject to disturbance in wet weather. If the bearing soils become disturbed, they should be overexcavated and replaced by materials such as recycled concrete or quarry spalls. Foundations should be designed and constructed in accordance with the recommendations presented in the referenced report compilation. The foundations should be designed for an allowable bearing capacity of 2,000 psf. _ The basement wall and any other wall supporting backfill should be designed as retaining structures and should be provided with adequate subsurface drainage. The `walls should be designed to support an equivalent fluid weight of 35 pounds per cubic foot (pcf), assuming a horizontal backfill configuration. A uniform lateral pressure of 100 pounds per square foot (psf) should be added for restrained conditions. An additional uni'forn- :pressure of 60 psf should be added for basement walls adjacent to driveways. v:;N"• •r, ,u Project No. T- 1515 -2 Page No. 2 Mr. BillFowler May 24,2000 The lateral loads may be resisted by friction between the base of the .footings, floor slabs, and the sufporting subgrade, as well as passive pressures acting on the face of the foundations. A friction factor of 0.4 may be used. In addition, a passive pressure corresponding to an equivalent fluid weighing 200 pcf may be used. The upper 18 inches of foundation penetration should be neglected in the passive pressure computation. A representative of our firm should observe excavations, backfilling, and foundation subgrades to verify that the site conditions are as anticipated. We trust the information presented is sufficient for your current needs. If you have any questions or require additional information, please call. -- Sincerely yours, TERRA ASSOCIATES, INC. k Project No. T- 1515 -2 Page No. 3 ii 'V Dear Duane: kAPP]IJ[R ARCH Duane Griffin City of Tukwila 6300Southcenter Blvd. Tukwila, WA 98188 August 18, 2000 TEC s 9 P,S , your complete (i.onte plunnina rC50Urce RE: Substituting fiberglass fibers in the concrete garage and basement flat work in lieu of welded wire fabric. 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 would therefore like to request 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. RECEIVED CITY OF TUKWILA AUG 2 1 2000 PERMIT CENTER Si erely, John Kappler President r Jcrt"i lia.PPe 011 5/ /= >:IYCt"'' f ; I � ` J � . f > col 411 . r_;:;, r.; z "te I I cal: ct5u .L m 1(ctf 5LI>tt �1f7uLtt Sul),4 . �Li�, rr�y� sec 3 �7 k r r�(5�4c l { , n t ' I ( ; �-O fc3.c.) . .iiv`'Y Llr► I Y '7/ (✓r? h,z. I:0. ��0,1 ^Y �1^CG.� � (,{ "`�rC �1� L L 1GW�. �l� \ 1 �� Cj'1: ?rz, �l`j S0-mei-I,'' I?'� �c' YITr-t j. kapp Y v oid / Lt c9LIICJ a( �t 411 cl�, II ovf 'PH 14311 SE 16t(t Street . Bellevue, wgt. 98007 1.800.888.4517. (425)641.5320 . fax: (425)641.5318 www.kapp(er(omeyrans.com Date KAPPLER ARCHITECTS 14311 SE 16" Street _ Bellevue, WA 98007 , Tel: (425) 641 -5320 , Fax: (425) 641 -5318 Number of pages including cover sheet Phone Fax # CC: For your review 0 Reply ASAP T) ( Ctffit % sor To: Pro „��� ` AN CL A-' Project Ma 1 4 2 - 41 Tonuil r t}4 (p TAP ¢ l 3drS AIL by 853 371 Fax IF 334 calkoiik skakis MAN5ION \C,DRIVEtADMNDATAIAAMINMA Templatss\NewFax.dot Kappler Architects F. S • (425) 641.5320 (425) 641 -5318 ARChtlILI rlawiiTur+ T 2octo- 17 RECEIVED CITY OF TUKWILA NOV - 2 2000 PERMIT CENTER to follow li ,J�IV t� IS o � ,� is 1�e he. 6: 14-. u i� cv �f -f vie laces t 41-vk do fob chm24A. The, . W$unpv '1"t/1.1S i S Fvviuw s F.�l v J 1 O vveo(- ,�- `' 14 ..WAtt CONFIDENTIALITY NOTICE; The material contained i this PAX transmission is private and confidential and Is intended only for use by the individuals on this sheet. Use, disclosure, copying, distribution or reliance upon the information contained In this FAX by anyone other than the Individuals named is prohibited. If you have received this FAX in error, please notify us immediately by calling (425) 641-5320 and return the original transmission to us at the above addreias. Thank you. re 11 4, 1 U' cn 0 W H w:. Cy i z � U �! 0 o t—. w w ' — U; 1.7. —. —O w z U = O ~! z ltiolfuo 10:41 FAX 1'' JAMIESON CONSULT 4' ',APPLER 12101 J C JAMIESON COM:IM IN(i Ca4 J03 NAME ✓ J`�_ •nfrv,r l Met • P Marlo4oiint MI NO... - aY s Sol KIAKL A.NA A V E SIT 1}1 • KIRKLAND WA 90033 i / /ifeQ (435) 3034591 • FAX (420) 0024288 DATE SHUT NO.—L. op _l__. TYPICAL CANTILEVERED RETAINING WALL INPUT NAME OUTPUT UNITS COMMENT ulvIlent fluid pressure 8.2117 Cf CoefflcinM of Motion against siding (includes r=ector of Safety of 1.d) 8.6 a ft Helpht of earth above 'base" 50 w4 0 Weight on top of well 0.87 w ft Wall thlckneas 0.67 1 N Pooling thickness 1,00 toe it Length of toe 2.75 heel ft Length of heel H 9.17 ft Overall Might of equivalent MOO t.f 4.42 It Total fooling width fa 1.848 0/S2 Soli bearing if X Is In fold 1/3 fat 1.847 0/ ft2 $alt bearing 'IX is not in mid 113 Lf /3 1,47 ft X 1.50 ft Location of resultant faros 21.fi3 2.94 ft P 1,472 0 Total horizontal force Fft 384 II Net sliding force per foot PS 2.3112 Net factor again! ovefturnlnp Mot 4,498 0 • ft overturning moment Mr 10,714 3 • ft ResIsting rttorneAt Mu 0,090 0 - H Ultimate moment for concrete design W 4,149 it Total weight on footing wI 2806 8 800 weight on heel (120 pcf) w2 880 0 Weight of welt w3 444 0 Weight of too e1 9.04 ft x2 1.33 ft x3 2.21 ft x4 1.33 ft f� z PI 43/ =40 pa/ 4 4a0.313 (411://t e Ael d•b`' D 15 0 (1)444c00- .*5NI6 xy 6egZr ' I ' , 4 40 fl at , O Ci= / 0 6M) ei •k E):iiIRE8 8123/ (z)#4 Tod l✓ff (I 111 4i4eV C3 4 n RECEIVED CITY OF TUKWII,A N O V - 2 2000 PERMIT CENTER z . uj cc co to W ca W 0 ' LL -J a ` H W , 3 O z H, U0 0 - 0 l— UJ I V LL H'• O Z : U 11,=' =' I — 0 Gary Bumstead Construction Manager Dujardin Development PO Box 1059 Snohomish, WA 98291 RE: Concrete Foundation Retaining Walls Fosterview Site Dear Gary, You have requested that our office review the concrete foundation retaining walls that are exposed. You desire to place wood siding down portions of these exposed concrete walls to enhance the visual esthetics of the Fosterview Homes. We think this is a good idea. In order to achieve this it is perfectly acceptable to place a vertical pressure treated 2x4 in the formwork, which will thereby cast this vertical 2x4 into the concrete retaining wall. So long as the 2x4 is pressure treated and placed in a vertical condition it will have no detrimental effect on the structural capacity of the concrete wall. I have reviewed this information with our Engineer, Doug Jamieson, and have received his approval. Please provide this letter as substantiation that we have reviewed and approved this condition for all of the foundation details that have been called out on our plans on sheet P 8. If you have any questions or comments, please do not hesitate to call. k CC: Dave Larson, City of Tukwila Anil Butail, Terra Associates Doug Jamieson, Jamieson Engineers APC141144,C7S9 p.s. I./our co111y1crc ll0IllC h1cl 1111 I Il resource November 3, 2000 5079 REGISTERED E * S`.: 1 \ ARCHITECT • SI, •t��ASHINGTOta 1 RECEIVED CITY OF TUKWILA NOV - 82000 PERMIT CENTER 14311 SE 161'(1 Strcc . `BetTevtic, W 1 08007 1.$OL.88S.4517 . (425)641.5320 . f 1X: (425)641.5318 1ntiw.kayp1'rrionlcp1c)ns.com d?KrSwtna!ar,!exv. re 2 v 4 0.. NW ( N W Q rn � W . UJ z � ZZf n o , U . 0 —; '0 1- Wu V ; li i Z ` OF"' z KAPPL6 AIICIIHfCTS9 ps. City of Tukwila Jim Morrow, P.E. Public Works Department 6300 Southcenter Blvd. Tukwila WA 98188 enn temer, Architect Kappler Associates, P.S. CC: Fosterview Site Dujardin Terra Associates y o u r c o m y t e t e home yra It nine resource • R JAN 1 0 2001 TUKWILA -JUBLIC WORKS January 9, 2001 RE: Geotechnical On-Site Observation Fosterview Estates Dear Jim, I am in receipt of this week's Geotechincal report regarding some on site geotechnical modifications that need to be made due to construction circumstances The items noted from this week's Geotechnical report have been discussed with Dujardin's on- site supervisor and are being addressed. If you have any questions or comments, please don't hesitate to call. Sincerely, 14311 sE i6th Street Bellevue, W. 93007 LS00.888.4517 • (4 . fax: (425)641.5318 www.&iyylerhorntyca ris.com L ICAPPffII ARCfflT[CfS, RS City of Tukwila Jim Morrow, P.E. Public Works Department 6300 Southcenter Blvd. Tukwila WA 98188 RE: Geotechnical On -Site Observation Fosterview Estates Sincerely, enn . to ner Architect Kappler Architects P.S. CC: Fosterview Site Duj ardin Terra Associates 1011 Comy (ete home }Ilan nine. resou RECEWFD JAN I 0 2001 TUKWILA !PUBLIC WORKS January 9, 2001 Dear Jim, I am in receipt of the Field Density Test on Lot 14, Fosterview Daily Field Memo #146 that I am forwarding to you. If you have any questions or comments, please don't hesitate to call. 14311 SE l6tli Street . BeI 'vue, W`A 0007 1.800.SSS.4517 • (425) . feix: (425)641.531S www.linyyferfiomeylarts.com U LLI w 2 u _ a z �c UJ 0 0 t 0 XI iU W' — 0 • Z UtA; 0 Dujardin Development Gary Burustead Project Manager PO Box 1059 Snohomish, WA 98291 RE: Fosterview Estates Site retaining wall between buildings Lots 13, 14, 15 Job # wO l 3.2, Dear Gary, 1 : ' :. i1 i1 I �� 1 1.1' • l�•t1. FS ►1.�� v e' If !' i t� )11 11 f 111 i 1; I li �j 1' ,, It ' c.)01, °w ay 3y Per, our phone conversation this morning this letter is being written to, provide documentation for tlic substitution of the detail called out on the site plans for the above three referenced lots. Our understanding is that the actual site conditions vary slightly from the designed drawings with respect to the topography between the buildings. Our office has worked closely with you and the geotechnical engineer to ensure that the slopes required by the geotechnical engineer are strictly adhered to. In order to maintain these slopes between lots 13 and 14, and between lots 14 and 15, we must substitute the type of site retaining wall referenced. Between lots 13 and 14, we need to change the detail from detail 2 on sheet P8 to detail 10 on P8. Between lots 14 and 15 we need to change the site retaining wall from the lowest downhill site retaining wall from detail 10 on sheet P8, to detail 11 on sheet P8. The other two uphill retaining walls are fine as noted. Please be advised that although the details on sheet P8 referenced a foundation detail they are also acceptable for the site retaining wall details. Simply do not install the anchor bolt or mud fill. Also, the site walls should have footing drains surrounded by well draining material as called out and approved on the permit set of drawings. These drain lines should be installed on the uphill side of the wall. These walls should be inspected and included in the geotechnical site - specific reports. 14311 5E lt5rfi Street . 3eilevue, WA 98007 1.800.888.4517. (4 .5320 • www. kayp(ertiomcpCarts.corn RECE VE MAR - l 2001 BUILDING DEPARTMENT March 6, 2001 (425)6'42.5312 .V U w W N LL4 ui g3 Q d ui 0 z t UJ U 0 . 0 t— . Z ': Z? O z Please provide this letter as substantiation that our office has been involved in the substitution process. Should you have any questions or comments, please do not hesitate to call. Sincerely, John Kapp ler, Architect Kapp ler Architects P.S. cc: Dujardin CO301_02Fosterview A35 clips.doc . ,; ",.:,• • Dujardin Development Co. Attn: Gary Bumstead P.O. Box 1059 Snohomish, WA 98291 RE: Lot 14 Fosterview Estates Plan # 2108 Post in Basement Dear Gary, k . 41 fII7�i�Iti, ,. 11'11 7 1'1 G+ ' ti ! iL'111. l' :i 11 II I am writing this letter to you as substantiation that our office has reviewed the modification for the above referenced lot. Our understanding is that a glue laminated beam in the upper floor framing was located in a different location than we show on our plans. The location of this beam is not critical in the main floor framing plan. However, the point -load generated by this beam is important to resolve to the foundation within the lower floor framing and the lower floor walls. My understanding is that you have modified the bathroom design to locate a wall directly below the new point load location. 1 further understand that you have investigated the slab condition under this new wall in a 15" diameter around the point load, and have determined that it is in fact an 8" slab. The point load generated is 3,200 pounds. Since the 8" slab is placed on controlled structural backfill and was reviewed and signed off on by the geo- technical engineer, there should not be an issue with this revised wall Location picking up the new point load. Please provide this letter as substantiation that we have discussed this condition, and I have approved the revised layout. Should you have any questions or comments, please do not hesitate to call. 14311 SE 16tli Srreet . Ber vt , W9 98007 1.80o.888.4517 . (42s)641.532, CO301,„ l5Lot 14 Fosterview Estates www.kapplerhomepfizns.com March 29, 2001 RECEIVED APR 2001 BUILDING DEPARTMENT a x ; (4 1 5) (5 41. Su 8 111 (0 8 U) w ul O 2 g JI 3. ° ;: 2 3 3 0 0 — 01_ =- — 0 z w O ' z `. Dujardin Development Attn: Gary Buntstead P.O. Box 1059 Snohomish, WA 98291 RE: Fosterview Estates ...I\ y o 11 1' s: s' »I ' I; r 11 J 11 s s' I> I c i 11 11 1 H : 4 r e Dear Gary, It is our office's understanding that in some cases the retaining wall details called out on sheet P -8 do not exactly match onsite conditions, Our office realizes that actual grading conditions sometimes do not match grading conditions shown on the construction documents. For this reason, our P -8 detail sheet has an array of retaining wall designs to meet various construction conditions. We have designed these details to meet all expected conditions of construction. Therefore, the appropriate detail simply needs to be selected, matching actual construction conditions. If you run into any questions or concerns regarding this matter, please call our office for assistance in determining which retaining wall design needs to be used for your particular site conditions. Sinc e S. Steiner, Architect lCappler Architects, P.S. April 24, 2001 i•li ti ( '. r:1) ! , c Ilt .f'•T /i , ^,: .r, I: :iv . ,. ( RECEIVED APR 26 2001 BUILDING DEPARTMENT 14311 SE 16th Street . Btl WZ. 95007 1.300.588.4$17. (420641.532' . pax (425)641.5318 C0402_13 Fostcrvicw (P -8, grading conditions'f^'^ PPCerFiomEp!'ans,ccm [ T ~ Dujardin Development Co. Attn: Gary Bumstead P.O. Box 1059 Snohomish, WA 98291 RE: Lot 14 Fosterview Estates Plan # 2108 Post in Basement Li _ u '1 :' I i a 11 L 111 L' h L1 11 11 1 11 :i !' c -' 11 r . March 29, 2001 RECEIVED APR 27 2001 BUILDING DEPARTMENT Dear Gary, • I am writing this letter to you as substantiation that our office has reviewed the modification for the above referenced lot. Our understanding is that a glue laminated beam in the upper floor framing was located in a different location than we show on our plans. The location of this beam is not critical in the main floor framing plan. However, the point -load generated by this beam is important to resolve to the foundation within the lower floor framing and the lower floor walls. My understanding is that you have modified the bathroom design to locate a wall directly below the new point load location. I further understand that you have investigated the slab condition under this new wall in a 15" diameter around the point load, and have determined that it is in fact an 8" slab. The point load generated is 3,200 pounds. Since the 8" slab is placed on controlled structural backfill and was reviewed and signed off on by the geo- technical engineer, there should not be an issue with this revised wall location picking up the new point load. Please provide this letter as substantiation that we have discussed this condition, and I have approved the revised layout. Should you have any questions or comments, please do not hesitate to call. 14311 SE i6rli Street . Ziellevue, W91 98007 1.Soo.8SS.4517 • (425)641.5320 . fix: (425)641.5318 CO301_18Lot 14 Fosterview Estates w 1v.fiayyrer(ouicyI 11ls.com c6 1 t i '' O` z � W w '. m off w Lu OC —a Z ; O z 9' 9'4' 13'.3' 5•6' 3.9' 4.9' 4.9 5.9' 1.6' / / 1 FP -14j . (,FP -77) r - - 1 I WOO ® k ® 1 FP -I ) 4616 6GD SOSO I- 24 S&L I 1 16 -2' 11 SW \ a 9 16'•6' 1 I 4'.3' I . I I L ___ - f FP -41 Unfinished Basement Co,c. 3'4 VY F.• . 6'.5 W 6'•1 1/2' ' -3 N' . _ '•6' / i L I t � 1 EMI r �•I�+• ® 7w TILE Bath ��, ;: ® L. -• I' 5/6 ,,4111111 ♦ r r r ( P l b ) 7 14'•0' ° ♦ 3'-63/8' 4'•9 I/W r Porch COW 7 -9' Garage =NC r_. \: - 1 I • I FP-3 1 r f I I I • L - - I -3) L ` FP MEI - - -4 (FP -161 SITE DETERINED 0 9 4 5) ell y� I (FP'I 1 1 FP -I ) 16'•3' l46 N 5'40 N' / 74'.0' / 33 • r I 794 CRIPPLE UU.L A60VE, TUT. FP -I ) CRAWL SPACE Vr"-TS L CRAWS. SPACE AREA 661 SF 2. CRAW- SPACE AREA / SO • 9.19 OF CP VENT AREA REQUIRED 3. TYPICAL VENT SIZE • 14'.18'•19 (156 EFFICIENCY) .36 ST PER VENT NET FREE AREA . / 56 • 990 VENN 3 ITS SHWA (SEE PLAN FOR LOC.ATION1 IA IV VENTS 936. _ SF OF VENT AREA ENDED. 1. VENTS .LL BE COVERED MTH CORROSION RESISTANT WRE MEW INN OPENINGS OP 5- - _. LOCATED IN RIM JOIST MUST BL -- .---- -. _.__ BAWLED. SPEC 802.L4,1 .6' FOUNDATION /LOWER FLOOR PLAN Sul, 0 24 CRIPPLE DOLL ABOVE TTP. FP -I ) N' GIB OVER 5400 I GWED TO O CCNC. COO. !JETTY/ILL 3' 2 I FP -16 J RECEIVED APR 27 2001 BUILDING DEPARTMENT (f3LiLv9r U DEPARTMENT NQTE SITE 6PECFC FO30AT10N PLAN TO SE PCLUDED WTH EACH LOT SPECIFC PEWIT PACKAGE • GENERAL FRAMING NOTE' 1 FOUNDATION KEYNOTES I ( FP -I 1 CONCRETE STEM WALL 6' WIDE LOTH MIL B'91' FOOTING. SEE DETAILS FOR ADDITIONAL IKORIATIOL SEE DN. 3 SHEET 9•1 CONCRETE STEM WALL 6' WIDE LOTH MN. 0'96' FOOTING. BEE DETAILS FOR ADDITIONAL INFORMATION SEE DN. 3 SHEET A•1 CONCRETE BLAB ON GRADE 614ALL BE 4' THICK STEEL TROWELED FNISH, WV 6.6 W.4wA.4 WLF ON 4' GRANULAR FILL. SLOPE 2' TO DOOR PROVIDE THICKENED EDGE AT DOOR SEE DIV. 3 SHEET A•1 696 PORT ON 0866. 1' ABOVE SLAB ON 340•36'~8' MAT FOOTING ON SOLID SUBSTRATE W/(47 BAR EACH WAY. SEE DIV. 3 SWEET A•1 CRAWL SPACE VENT. SEE CALCULATION BELOW SEE DN. 1 SHEET A•I ALL CRIPPLE WALLS ARE 296 OR 311 • 16' oz. UNO. H' MN STUD LENGTH PER MC SEE DIY. 6 614551 A -1 . _ ., 410 BEAM LINE.1164 1' CLEARANCE FROM �F CONCRETE AT END OF BEAMS SEE DIV. • SHEET A•I 494 POST (BLAB POST AND BEAM LOTH 794) OI SC FELT ON MAT 8001ING LINO. PROVIDE 4.6 POST • BEAM SPLICE 1 POSITIVE CON- NECTION FROM POST TO FOOTING PER DETAIL 16/04 SEE DIV. 6 5115514•1 6 MIL BLACK POLYETHYLENE GROWS COVER ON GRADE BEE DIV. 1 SHEET A•1 ELECTRICAL SERVICE, PROVIDE /1) 2 1/2' SCHEDULE 60 PVC CONDUIT FOR ELECTRICAL SERVICE AND (U 5/6 LONG GALVANIZED ROD FOR ELECTRICAL GRO.N066. BEE DM 16 AND VENIFY INS SITE CONDITIONS BLOCK OUT M STEM WALL FOR DOORS, 14VAC, ETC. AS REQUIRED 18'924' CRAW. SPACE ACCESS. INSULATE AND LLEATHER STRIP. SEE DN, 010071 SHEET A•01 PRESSURE BLOCKIIY. CP SAME SIZE AS ADJACENT JOIST. 74'X24141' MAT FOOTING ON SOLID SUBSTRATE LW (7) 4 BAR EACH WAY OR 0'X1' STRIP FOOTING PER DETAIL 16/DI 30'X30'%1' MAT FOOTING ON SOLID SUBSTRATE WY (77M BAR EACH WAY OR 15'X1' STRIP FOOTING PER DETAIL 18/01. 367(36)10' MAT FOOTING ON 801.10 SUBSTRATE 4V (7) 4 BAR EACH WAY 171. 61UB 6TEEL R INTO GLAD • 12'oc (FP -2 1 (FP -3 ( FP -4 ) ( FP -5 ) ( -61 ( FP -S ) ( FP -9 (FP -10 ( FP -II ) (F•? - 12) (FP -13) (FP•14 ) ( FP -15 (FP -b) FLOOR JOIST SEE DIV. 6 SHEET A.I 4.6 BENS LINE, SOLID BLOCKING BETWEEN JOIST OVER SUPPORT. SEE DIVISION 06100 SHEET A.I ifP -2 E PROVIDE SOLID BLOCKING TH) JOIST SYSTEM TO PROVIDE SAME AREA OF SEAM SUPPORT AS ABOVE AND BELOW SEE DIV.6 SHEET A•I MN. 1' CLEARANCE FROM CONCRETE AT END OP BEAMS EXTEND PIER MIN 16' BELOW 6URROWDING GRADE 3' DIAMETER STEEL POST EDGE OF CONCRETE ( FP -191 FP -21 ) ( FP -22) (FP -231 (FP -2 L SEE COVER SHEET FOR ALL GENERAL NOTED AN,. RE0UIREMBNTS. 7. SEE TYPICAL MATERIALS LIST CN SEC/ION SWEET 3. SEE COVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCEI•1ING MECHANICAL, PLUMBING, AND ELECTRICAL. 4. TR165 DESIGN BY MANP, TRUSS PLAN 840TH IS FOR GENERAL LAYOUT ONLY SEE DN. 6400 SHEET A•1 • 18846 LOADING SEE DIV. OI0001A SHEET A•1 • TRUSS SPAN PER FLOOR PLANS • TRUSS TYPE PER ROOF FRAMING PLAN S. ROOT FRAMING. 6PAC6G, 74' or- WO. 6,ROOF PITCH. EXTERIOR PER ELEVATION INTERIOR PER SECTION, 1, RAFTER TAIL 294. VERIFY. A ROOT TAIL AND RAKE OVERHANG PER ROOT PLAN 9 ALL HEADERS ARE 4910 DP 4 WNO, PROVIDE (11 TRIM•1ER STUD UP TO 4'•0' 8PAN AND (2) TRIMMER STUDS OVER 4'.0' UNO. BEE DIV 06160 SHEET 9•1 SYMBOLS & LEGEND QOp PONT LOAD FROM ABOVE PONT LOAD FROM ABOVE INS LOADING • , PONT LOAD TRANSFERING DOWN •�i PONT LOAD TRANSFERING DOWN W/ LOADING HANGER PONT LOAD TRAN:PERED BY KICKER b-I HOLD DOWN WITH 812E DESIGNATION 1 R VERTICAL STRAP UTH 815E DESIGNATION C 1055(465004 B DELOU 613 " - - HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BEAM CALCULATION WITH INDEXED NIZMBE54 EXTENT CP SWEAR WALL TYPE CP 614EAR WALL WALL ABOVE === WALL BELOW Nu ZpL UNLESS 01140ID665 NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED M T1.1565 [MAXIMS!. aD ''AA 2 v♦ V ol co co d , n . (D W ` Q. 03 TD15 JOB ND : 99013822 SHEET A2.1 990M22 J W I co 0 W ' L 0 g Q '. O . Lu W W H. Da OD- 0 H O . IJi U i :. I Dujardin Development Gary Bumstead" .Project Manager PO Box 1059 Snohomish, WA 98291 k : 4 � .i RE: A35 clips not needed at overlapped plywood shear walls. Dear Gary, The A -35 clips shown on our lateral detail sheets are not required as long as the plywood sheathing joins at a common member. These common members are between the mudsill and the rim joist above, the top plate, and in the rim joist between floors. I understand the plywood diaphragm joins at these common members. The lateral forces travel through the plywood diaphragm into the common member at the plywood edges and then back into the adjacent plywood diaphragm. Therefore there is no need for an additional transfer of lateral loads through the A35 clip. See the attached revised details showing these'conditiona. If you have any questions regarding this chatter, please don't hesitate to call. Since,$iy, ■ enn ..t er, Architect Kappler Architects P.S. CC: Dujardin 11 ! I+i I i '' ti .` tll • I' 1 i1 1' 11 t +' •1 !'t' li '' . February 28, 2001 14311 5 16t(, Street . Bellevue, WA 9&'c'r 1.8°0,668.4517. (425)641.532o . x (42 5)641.5318 wxnv.F;apyrerii ntepians,corn 4 GSS NOTES: 3/4' =1' -0' TOP PLATE NAILING PER SNEARLL'ALL SCHEDULE BOTTOM PLATE NAILNG PER SNEARJALL SCHEDULE TTP. TJI FLOOR CONSTRUCTION Kappler Architect P.S. uan SE um ST, BeIEMs3, Waringtcn 98007 1425) 541-5320 "' Fa (425) 641.5318 10 d • S' ot. PLTWD. TO RIM JOIST JON PANEL EDGE ON COMMON MEMBER PANEL EDGE NAILING MTO COMMON MEMBER PER SCHEDULE. TYP. EXTERIOR WALL CONSTRUCTION IUITI4 WALL SNEATF,M PER SCHEDULE BLOCK PANEL EDGE PER SCHEDULE EXTERIOR SHEAR WALL PARALLEL TO FLOOR JOISTS 17610 - 06100 -02 17810- 081OO -OtJJ( 2 -13 -01 J DOCUMENT TITLE(S) (or transactions contained therein) 14 9 , t - T ^ � _ I SECOND AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS, RESTRICTIONS, EASEMENTS AND RESERVATIONS FOR FOSTERVIEW ESTATES REFERENCE NUMBER(S) OF DOCUMENTS ASSIGNED OR RELEASED: —" N/A 6 • Additional reference #s on page of document(s) GRANTOR(S) (Last name first, then first name and initials) DUJARDIN DEVELOPMENT COMPANY, DECLARANT • Additional names on page of document GRANTEE(S) (Last name first, then first name and initials) CHICAGO ni t INSURANCE COMPANY has placed the dammed of record as a customer courtesy DUJARDIN DEVELOPMENT COMPANY and accipls no liability for Ott (MOW or validity et • Additional names on page of document LEGAL DESCRIPTION (abbreviated i e , lot, block, plat or secuon, township, range) Portions of Government Lots 2 and 3, Section 15, Township 23 North, Range 4 East, W M , Portion of Tract 67, Riverside Intenuban Tracts, Vol 10 of Plats, Page 74, and Portion of Tract 19, Fostona 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 4523049603),1 04A>D cA C3a c 6a See Attached • Assessor Tax # not yet assigned 4 ccn O RETURN ADDRESS Brent Carson BUCK & GORDON 902 WATERFRONT PLACE 1011 WESTERN AVENUE SEATTLE, WA 98104 WASHINGTON STATE RECORDER'S Cover Sheet (RCW 65 04) Y 1WPNDUTARDIN \1 OSTER2NDAMEN D IMG.DOC II p l j II� l I I I I I II I I III III IU d 1 1 20020 14 III m CHIC TITL 03/ /2002 4'3 KING COUNTY, Wq ,I II I I 1 11 I II of III II I I j I u II U II IIII I) II dl II II II' UI I III III III I In III p IIII l lid 111 1 III II I I I II II I 8II II II Il ll II ,Id ,I II II II 1 1p I ' U �� II I n I I u 'I II 11 ' I U I ul II II 11 1 I II 1 pl 111 I I 11 III III IIII I I I II 'I II II II l III III WI 1 SECOND AMENDMENT TO DECLARATION OF z PROTECTIVE COVENANTS, RESTRICTIONS, $ t EASEMENTS AND RESERVATIONS � FOR FOSTERVIEW ESTATES, 6 A PLANNED RESIDENTIAL DEVELOPMENT o co O . co_ to L w 0 This Second Amendment to Declaration of Protective Covenants, Restrictions, g Easements and Agreements for Fosterview Estates, a Planned Residential Development (the � co a ` "Second Amendment") is made this 1 day of t 0. , 2002 by Dulardin = o Development Company, a Washington corporation ( "Declarant ") I- w CHICAGO TITLE INSURANCE COMPANY z F has placed the document of I — 0 record as a customer courtesy Z I-- and accepts no Gabihty for W w RECITALS AND DECLARATION the accuracy br vaf(Adr of 2 o ' ttho FIRIMPht A Declarant is the developer of the real property and improvements thereon legally o � described in Exhibit A (the "Property "), commonly known as the Plat of Fosterview Estates The iu w Property is compnsed of all the real property shown on maps recorded with the King County F- C:3 under Recording No 20000505000735, Volume 194, Pages 062 -065 - o P. U 1 B Declarant previously recorded that certain Declaration of Protective Covenants, rz i '. 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 ,° Amendment ") recorded under King County Recording No 20000505000737 C As the Development Period (as defined in the Declaration) has not terminated, Declarant under the provisions oldie 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 1WNDUJAADINVOSTER2NDAMEN D JMO.DOC 2 ?,%"'Ov efir ex x° A.n;awrytrrry7r�ws^f!?3a.�esti bro, Nyvq*_M,_,!=nare"' q k",,CeatN!!3VI"P"IlPVW.1"41 4 5.1. Association Responsibilities After termination of the Development Period, the Association shall operate and maintain z the Common Areas as required or advisable The responsibilities of the Association shall include, but are not limited to, the following re ,ai o 5 1 1 The cleaning and maintenance of the water courses on Tracts A and B; N c and w J 5.12 The maintenance, repair and replacement of the fences around and across w o Tracts A and B, and 2 J 5 1 3 The maintenance, repair and replacement of the french drams in the n d Common Areas as shown on the Plat Map, and p- _ zF. 5 14 The mamtenance, repair and replacement of the retaining wall and its o ' associated drainage improvements located along the north boundaries of Lots 1 and 2, and 2 D ! no 5 1 5 The maintenance, repair and replacement of the retaining wall and its o - associated drainage improvements located along south boundary of Tract B and South 137 ° ~ w Street, and 1 u. O CC" 5 1 6. The maintenance, repair and replacement of the retaining wall and its ii Z associated drainage improvements located along north boundary of Lots 13 and 14 and the cz Private Drainage & Pedestrian and Public Utility Easement as shown on the Plat Map, and 0 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 mamtenance that it determines to be m the best interest of the Owners 2. Maintenance Responsibilities - Retaining Walls. A new subsection 5 2 5 is added to Section 5 2 of the Declaration as follows 5.2.5. Retaining Walls. The Owners of any lot on which all or part of a retaining wall is located (except those walls specifically referenced in Sections 5 1 5, 5 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 1WNTUJARDII WOSTFR2NDAMEN D INO DOC 3 Cr) N Q Maintenance, provided the Responsible Owner shall fully restore to substantially its onginal condition any area of the adjacent lot (including, without lunutation, any improvements or landscaping) as is disturbed or damaged through the exercise of nghts under this easement 3. Ratification. Except as expressly amended by this Second Amendment, all of the terms, covenants, conditions and easements set forth in the Declaration as previously amended by the First Amendment shall continue in full force and effect and are hereby ratified by the Declarant DECLARANT: (Pinta Name) Its /AeS' cl�� CI IICAGO TITLE INSURANCE COMPANY has placed the document of record es a customer courtesy and accepts no liability for the accuracy or whdrtyof the document. . STATE OF WASHINGTON ) )ss, COUNTY OF KING ) On this day personally appeared before me DAUro %keust , to me known to be the 1 > IDS tvc of Dulardin Development Company, the corporation who executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act of said corporation, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute the said instrument yy, GIVEN under my hand and official seal this 13 day of / 1� Alect4 , 2002 Y 1 Wp1DWARDINNFOSTER2NDAMEN AJMG DOC 4 ture) .11ni% 0 11A -C1-1 )44g% son (Pnnt Name) Notary Public in and for the State of Washington, residing at Ott L My commission expires 3 —IS -0 3 z CC w! 00 N 0 w' N LL; w O g a d, I- w z HO Z w o; 0 N ' 0 W Z 1— —' I Y \WP DUJARDINVOS'IER2NDAMEN D IMO 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 TIRE INSURANCE COMPANY ha placed the document of record ,is a customer courtesy and accepts no habihty for the accuracy or validity of the document. 'iets ! • 4! 11itYrt4'ditagtso. 4.F 0, 0 vrawa 0 N 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 TITLE INSURANCE COMPANY has pl,.crd the document of record ac o cusiomet courtesy and dcrepts no liability for tho accuracy or vaIdity of the *unfit, 261200 - 0210. - 02 261200 - 0220 - 00 261200 - 0230 - 08 261200 - 0240 - 06 261200 - 0250 - 03 261200 - 0260 - 01 261200 - 0270 - 09 261200 - 0280 - 07 261200 - 0290 - 05 261200 - 0300 - 03 261200 - 0310 - 01 261200 - 0320 - 04 261200 - 0330 - 07 261200 - 0340 - 05 261200 - 0350 - 02 261200 - 0360 - 00 261200 0370- 08 261200 - 0380 - 06 261200 - 0390 - 04 261200 - 0400 - 02 U W N W co u . W _ t- z FL" F- 2 uj c 0 � Vi a- . 0 W Z Z File #: Action: Date: PUBLIC rr ORKS PROJECT REVIEW COMMENTS Project Name: P�T�ZY /ew £57,t?TES z Location: Lob /3, 14 AND /7 D woo- /75, D2OOO/7., b2»-./77 tN /Ep 7.23 2000 Reviewed BY: jOANNA 5PEArt'R (24V433-079 PRIOR HISTORY AND CORRESPONDENCE FRANCHISE UTILITY COORDINATION CODE REQUIREMENTS COMP PLAN CIP OVERLAY PROGRAM MISC. STUDIES MAINTENANCE NEEDS RFA WD 125 VAL -VUE PW STANDARDS PRE -APP PROBLEM AREAS t7 /$€c yotu' r ts mee& PG0 P, Show earlhowrA w 2 ' n . e - i d i e s e - ya415/5 o f aa �' s o/ AIL r /tLy w flans 51-lo i i / �� !iw S hl�yi�i s , ti cory ec Building Department Review Comments Project Name: Fosterview Estates Permit File No.: D2000- I''7 Lot # Date: July 24, 2000 Reviewer: Dave Larson, Building Inspector (206) 431 -3670 Corrections: 1) Pages missing relating to site specific soil conditions and foundation elevations. Geo -tech letter refers to pages not included in plans and sheet index may not be complete. 2) Wattsun program appears to be based on total square footage of house including basement. It also lists R -19 floor insulation which would lead me to assume that the unfinished basement will also be unheated as insulation would be installed in ceiling above basement level. Wattsun program should be based on total heated area not including basement or basement wall and slab Insulation should be substituted for ceiling insulation. Show insulation in plan cross sections to clarify intent. D: w aa 2 ! n' . V 2 w wo g a N 3 . , z �'. 2 0, G H i w t . U. • w z 0 ACTIVITY NUMBER: D2000 -176 PROJECT NAME: FOSTERVIEW ESTATES - LOT 14 SITE ADDRESS: 4246 S 137 PL XX Original Plan Submittal DATE: 6 -1- 2000 Response to Incomplete Letter # Response to Correction Letter # Revision # -After Permit Is Issued DEPARTMENTS: Pi 10 B� i d�in Division Fi Prg�entio a 1-25 Public or -2 Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTI Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions) 1 Not Approved (attach comments) REVIEWER'S INITIALS: C,o Week,0 t liy 4 vt4 CORRECTION DETERMINATION: Approved Approved with Conditions n REVIEWER'S INITIALS: S NAVUII.0 S•II Incomplete PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Planning Division [kr qc , Permit Coordinator DUE DATE 7 -4 -2000 DUE DATE: 6-6 -2000 Not Applicable DATE: DUE DATE Not Approved (attach comments) DATE: ACTIVITY NUMBER: D2000 -176 DATE: 8 -4 -2000 PROJECT NAME: FOSTERVIEW ESTATES LOT 14 SITE ADDRESS: 4246 S 137 ST Original Plan Submittal Response to Incomplete Letter #_ XX Response to Correction Letter # 1 Revision # _ After Permit Is Issued DEPARTMENTS: Br�ig Divi ion € o III P bl Wqr Ics AWL S -IN DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: \PRROUTE.DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete n n n Planning Division Permit Coordinator DUE DATE: 8-8-2000 Not Applicable n No further Review Required ■ n DATE: DUE DATE: 9 -5 -2000 Not Approved (attach comments) n Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: f e\- , Ivo Response to Incomplete Letter # ® Response to Correction Letter # 1 Revision # after Permit is Issued ,Y City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Project Name: FOSTERVIEW ESTATES — LOT 14 Project Address: 4246 South 137 Street Contact Person: John Kappler Plan Check /Permit Number: D2000 -176 Summary of Revision: t 1 R i!■ [� ak ii., vJ VICA ALt, I9 LZ5 PFIZ VI\1 -tx W )1)f S1'FF Phone Number: QI, AMsi - r GS A S VOLVO e-o P1. (o • IMF PcrcSvAN e r. PD 0-PruE G4LEta l,AtE- re tietoir n�� 03 T1 t 004.x -,C . 'TY P LCM - 1 0 .1 1.)C71 Nvt TNO b W ti-L, IV i 11NE e ►.l V-t-002- rFLAVimoh >.. #v T UiX 1t2_ UIJtiN (UN m o) 6N0txt -0 -a► Pr 'WW1- W1' fN 'TO UP U12 -04E It) P- FI►J1t4t 0 I IJ� F xoe- I TH-ez LoWn- P INPAAP7 votut. PA Ilsouvitt FeCt_ Th W fs Stan., SheetNumber(s): S4-E1 4of 4- 1 Tip I TV I I 'P1•'0 I 'l2 �Z.2 - YI,A 17 C cI'L "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 3- �‘. t Entered in Sierra on RECEIVED CITY OF TUKWILA AUG • 4 2000 PERMIT CENTER 07/26/00 ,tLu 0. cow 00 u_ wo 1 Q te a , = 0 . � z o f z � U � o � o 1— w w H LI u. 0 LLi UN z Ciiy of Tukwila Fire Department Fire Department Review Control #D2000 -176 (510) June 8, 2000 Re: Fosterview Estates - Lot 14 - 4246 South 137th Place have been reviewed by acceptable with the Steven M. Mullet, Mayor Thomas R Keefe, Fire Chief Dear Sir: The attached set of building plans The Fire Prevention Bureau and are 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 U O' W W! J CO U- W O. u . en = Cy Z 11J ku U a i O N' 0 H' W` ; P O r Lii Z ; 0 z, city of Tukwila Fire Department Thomas P. Keefe, Fire Chief Page number 2 Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 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, The Tukwila Fire Prevention Bureau cc: TFD file ncd Steven M. Mullet, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 (.) LL N w .o ILQ z � z0 n0' O N' D H W W F Z ( L z Certificate of Water Availability PROJECT #: Foerter V l ees Required only if outside City of Tukwila water utility district) PART A: (To be completed by applicant) Site Address (Attach mog and t. g Des ption showing hydrant location and �- ii "":0 �l `.�\.��. .•Y .�VYF.if� a YY Name: Address: Ll„ Name: Address: Phone: 4.as - 334 Phone: 1 -1,r?S - (Oy -6,390 This certificate is for the purposes of: Residential Building Permit ❑ CommerciaVlndustrial Building Permit ❑ Preliminary Plat ❑ Rezone ❑ Short Subdivision ❑ Other Estimated number of service connections and meter size(s): 5 1sx 3 /4" pry Vehicular distance from nearest hydrant to the closest point of structure ft. Area is served by (Water utility district): tux Warm- D l SVrl c ..O . tas Date: A Z a-civ PART B: (To be completed by water utility district) The proposed project is located within f tolitkerr (City/County) Owner /Agent Signature: 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) A�F nLA J lJ N - 1 L UUV sed upon the improvements listed above, water can be provided and.will be available at the site with a flaw pm at 20 psi residual for a duration of 2 hours at a velocity of /Z- fps as d i git`rldbythe attached calculations. I hereby certify that the above information is true and correct. Agency /Phone Zc' -2 y. - Cdr(/' T — Zz Date PART C: (To be completed by governing jurisdiction) Water Availability: ❑ Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item C2 are met. ❑ System isn't capable of providing service to this project. Minimum water system improvements: (At least equal to 82 above) (Use separate sheet if more room is needed) Agency /Phone By Date WTRAVAILDOC- 6/5/96 , ;:,.. , CITY OF UKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 00000- ri44. H11a z • w • 2 0 0 0 CO W - y . LL w �Q = d F .w z � t- O U� O N 0 w w L . . z U z Certificate of Water Availability PROJECT #: FcerterViet.0 s Required only if outside City of Tukwila water utility district) PART A: (To be completed by applicant) Site Address (Attach map and 4gge72ption s L � ' �^ wing hydrant location and &.a 7 14 lAgitl Name: Address: Name: Address: Phone: gas - 334 - Phone: l- - (Oy - 63r90 This certificate is for the purposes of: fg Residential Building Permit ❑ Commercial/Industrial Building Permit ❑ Preliminary Plat ❑ Rezone ❑ Short Subdivision ❑ Other Estimated number of service connections and meter size(s): 5 /8x Otu__ C.% Vehicular distance from nearest hydrant to the closest point of structure ft. Area is served by (Water utility district): r•Cl ,r Ro. tas Owner /Agent Signature: Date: S. ZZ -cam PART B: (To be completed by water utility district) The proposed project is located within fc.Ic. cvriC (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) RECEIVED C RY nF TUKWILA JUN - i sed upon the improvements listed above, water can be provided and.will be available at the site with a . ) g pm at 20 psi residual for a duration of 2 hours at a velocity of /Z- fps as dpi bite attached calculations. rythe I hereby certify that the above information is true and correct. • Agency /Phone 2c'C --Z S' - 1 --- 2,z-0 Date PART C: (To be completed by governing jurisdiction) Water Availability: ❑ Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item C2 are met. ❑ System isn't capable of providing service to this project. Minimum water system improvements: (At least equal to B2 above) (Use separate sheet if more room is needed) Agency /Phone By Date ; � , ,.u.<�tWTRAVAILDOCw 6/5/96 CITY OF UKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 U ^ 000 - Illy H-ll 17 .q z i ~ w c4 O 0 WI • w w 2 � • a _ a I- al z � 1- O W I- w U � 0 OH ww H 4 : 1 6 w c o O ~ z Part A: (To Be Completed by Applicant) Purpose of Certificate: a Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Cit RECENEt? 4/fl • A CITY pp TUK Proposed Use: .. 1 ?h(If Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ JUN .. 1 Applicants Name: Phone: (Arts 5-A,..... n � L . - Property Address or Approximate Location: 4/-4 0 V t fiak Legal Description(Attach Map and Legal Description if necessary): . 1p( Part 13: (To Be Completed by Sewer Agency) 1. a a. Sewer Service will be provided by side sewer connection only to an existing vo size sewer feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2. (Must be completed If 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. al 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: $ 5.3,.,E 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: Certificate of Sewer Availability L"WORKINO TOWARD A BETTER kNVIRONMENTT L J J SEWER DISTRICT Title 14818 Military Road South P.O. Box 89550 Tukwila, WA 98188 Phone: (208) 242 -3238 Fax: (208) 242-1527 .4z v4 n Date ` H - I1 CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY OR ❑ Certificate of Sewer Non - Availability I h , y certify that the a ve sewer agency information is true. This certification shall be valid for one year fr• e date of sign tu ee. L»000- rrcn **wax u IRYSCC EttaMr1MZMirriHCntfaustnal.11% ...4151, ..til r.2,TR ° * „ - le w�xsYwx+urt�.wv rm�,..ang�l'�M%:�' . Detach And Display Certificate PLEASE DETACH AND SIGN CERTIFICATE BEFORE PLACING IN BILLFOLD F625-052.000'(8l97) DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL. ,W2rn, 'qz;REGIST:- • EX DATE .1.-0044,1DtkIARD.*2".0 0 :4011REEDATr.A - .DUJARDIN - •DEVELOPMENT CO Pa BOX 1059 SNOHOMISH. WA 98291-1059 F625-052-00018/971 etow.prrnen: rInAl toners nt, 1 •••• . — 1 Detach And Display Certificate 1 - iiGISTERED AS PROVIDED BY LAW CONST CONT GENERAL REGIST. it- EXP. DATE CCOI DUJARD*204L0 12/16/2 EFFECTIVE ' DATE • 06 /20 / 1980 DUJARD IN- DEVELOPMENT. CO.... PO BOX 1059 • . • SNOHOMISH WA: 98291-1059 Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIES DETACH TO DISPLAY CEP .DATE—_t .111.16MMEMIMENES.VEMICZEMIDAMIT ATOSIMMBErar....MMIN : 1 OlK Please Remove And Sign Identification Card Before Placing In Billfold F625-052-000(3-92) rely 6 D —; 0 0 0 CO u, o 2 g i1.4( Z 11J 3 0 0 0 I- 11 I 01 UicD 0 0 —, 0 "4_,A0 E G Sht 4 of 4 APPROVED PLAT DRAWING PLO MASTER HOME DEVELOPMENT PLAN PL1 PHASE,A - ;HOME" DEVELOPMENT PLAN PIS MASTERARCIITTECRJRAL GRADING PLAN 14.6 PLAT GRADING COMPARISO'd FINAL GRADES FOR PLAT APPROVAL vs. FINAL GRADES FOR LOT BUILD OUT P22 ARCH1TECl'URA.L` PLAN - LOTS 9 - 15 P6.4 S - SPECIFIC SECTIONS - LOTS 13 16 PRO - SPECIFIC' FOUNDATION DETAILS FOR LOT 14 These plans have been reviewed t y fir ' r -• Works Department for center Cy st_ - 'dc .AccaeIansa trhich c._ net a. as he:olds cr ordieecc, for - _c,qutcyofthed the c cc'n Additions, de::: r_" these d after this c rill - acceptance' and will require are,,: revised drewings fur subsequent ac, :c Fine! aceeptacee is subject to field inspection by the Public. Works uttnitiesinspector. Qate: S- ik- ksW' it ALE COPY understand that the Plan Check approvals ar i n i.. subject to errors and er ^ -.. aeo i e- 7 a e fle s,pi ° a L , ; o trr.ir:ar ved I. ackno tractor's c, ;Ye P F0sT DUJARDIN PERMIT ADDRESS: 4246 SOUT 13TTH FI,ACE OWNER / DEVELOPER DEVELOPER DUJARDIN 9623 - 32ND ST. SE. EVERETT WA 98026 425- 743 -6140 CONTACT BILL FOWLER CONSULTANTS CIVIL - ERIC TIETZE & ASSOC. 18530 76TH AVE W. SUITE B EDMONDS WA 98026 425 -771- 6212 FAX 425475-0236 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- 803 -2581 FAX 425 - 803 -3289 CONTACT - DOUG JAMIESON LANDSCAPE - SEPARATE PERMrr v L t - SHEET COVER SHEET ALI 12119 104TH AVE N.E KIRKLAND WA 98034 425- 823 -9400 CONTACT - JORGE ANGULO C -& _� FOSTERV.IEW. ESTATES DRAINAGE PLAN C -12 AS - BUILT SEWER PLAN FOSTERVIEW ESTATES ` C-13 AS - BUILT - WATER EXTENTION PLAN ARCHITECTIJRAL HOME PLANS (FROM BASE PLAN # B2000 -060) ARCHITECTURAL COVERSHEET AL CODE NOTES A21 FOUNDATION & LOWER FLOOR PLAN A22 MAIN FLOOR FRAMING A3. MAIN FLOOR PLAN A4. UPPER FLOOR FRAMING PLAN A5. UPPER FLOOR PLAN A6. UPPER ROOF FRAMING PLAN Al. ELEVATIONS & BUILDING SECTIONS Di STANDARD DETAILS D2 STANDARD DETAILS Si LATERAL "DETAILS Si LATERAL DETAILS S3. - LATERAL WALL SCHEDULE OT'r tUKWILA 4 PPSOVED AUG 1 2000 BUILDING DIVISION '• • . , , • • • . „.. 174 2108 MOD1 (1) 2W11 NEWRY (2) PHASE C 2060 5 2108 • 5 (.2) 2246 5 LOT # PHASE PLAN mpgrzr AREA C:OAREAs.TulammsenenoiccomiNNDB:0_rrimnrCL7y:,:,,,,, ■ , , , , Ai. LT 21 2119 , DEVEWPMEtetriet - -- „‘ ■ Vt., .0 , t - l': MIMES .t. A • A LOT 22 B 2060 Itri -,i, 4 _ ;4 , --- s , -, - 3. THE CONSTRUCIEW _ . , • : .4 ' LOT 23 1568A .1( op :( L.,1- ot A , , ,, , ' , r7: : : ,,,:= :., -'-'1.''.- LOT 24 1568R I 4. ThElg - , ,, o .1 i I _ IN CONNAUCII LOT 25 C 1843A LOT 26 1843B LOT 27 1843A LOT 28 1843B LOT 29 D 1843B LOT 30 1843A LOT 31 2060 LOT 32 2119 LOT 33 A 2060 LOT 34 2119 LOT 38 1843A LOT 39 I 18438 5_ TEIESE- :t4 ,03,(40„, '01201121' LOT # LOT 6 LOT 7 LOT 8 PHASE A PHASE B PHASE KEY PHASE PLAN m pg l inT LOT I I 1843B X LOT 2 1843A X A LOT 3 2119 LOT 4 2246 OT 5 2108 2246 2246 2108 2108 AREA • MS; Of EACH LOTS) - - TRACT "A" PROPERTY Lae - !YP (TRAC) Yf ER CIVIL FINAL GRADING PLAN SHEET CO31 it SCALE. 1:40 20 40 60 :, 160 7ELE - — — S 137TH STREET NEWS" ASP.: WALK se SHEET A5.0 FOR SfTE STEP IFFORMATION SHEET SOUTHGATE PARK EX UAL /7Y POLE F-' C �� + f l ...:.._ ®. ,,... EX UT7L /TY POLE /5 NAME • :£GETA77LW • BU UTILITY Pa CUT Sc 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. TOTAL FILL 177 266 ADJACEN WITHIN CUT 0 N/A N/A N/A N/A 193 30 41 150 45 150 45 85 56 36 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 10 "PHYAIE ORANACE ESV7 10 PROW LMRA/NACE ESVT 10'9DYAT aeva [`E5V7 f5,'HBYAIXLWAWACE, AND. • r f.RYI H13 N/A N/A N/A N/A N/A N/A N/A N/A TO LOT ' R.O.W. FILL 0 N/A 4 N/A N/A N/A TOTAL CUT TOTAL ADJACENT TO LOT WITHIN R.O.W. CUT i FILL N/A N/A 1 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 EX. 6/7AJ P0/_E L/tZLSLNAM AND PLEZIC 1/7I/7YEASiENT /S" A77LE LE • TAllX/ C w 1 _ \ TRACT "A" A4129ER7Yi /NE - T>? (TRACTWY) GR ADE COM PARISI I� FINAL GRADES FOR PILAT VS. FINAL GRADES FOR LOT BUILDOUT TRACT " SCALE '1:40 SITE STEPS SEE ASO NEW 5 AS%[ WALK SOUTHGATE PARK 1 ..11-2sAM AMP 7110L:C 0TiL /rY EASI]NNr' I 10'RA'YAIF .R`'MCR fSY $ -� 2000-176 TELE NEW S' CO C. WALK SEE SHEET A50 FOR SITE STEP PFCIRIATICN - RECENED CRY OFTUKWILA AUG - 4 2000 PERMIrOENTER 7 -- N 89d20'56' 4Nt 144.38 — - - - '— These nJ- have been fevif •,p 1 ih- Wc�f.... fcr t 20' FRONT SETBACK C. DRIVEWAY 20' WIDTH MAX. & SX`SLOPE MAX.) TERUNE REAR - .SET:' ONC DRIVEWAY ' WIDTN & SLOPE. MAX.). WATERLINE 'NT K.: D = 25d01' R = 50.00' L = 21.84' 1415 39d3 '44" 50.00 4.51' ` D = i R =2J , � , \ L = 42 N INA 1 55- VW ®® N -- • 32d55 • 174:00 y - .99.97 \ \ ' �` 7 9 " T) = 29.00 = 29. r�.ITIVE DETAIL PLAN reG or Ofd n tor we r quacy of the de Ir r. .. 1 \ the do,, Additions defetio c, ; 0 \ th-:- drawings after this'd to v ..,s . cceptance and will require' resu`.;r .:.: of ltised drawings for subsequent approv 7 .- -, Final a ce is subject to field inspection by ublic`Works utilities inspector,_. Date :g 14.7e0 By: [ /l� tiles SITE PLAN N D2000 -176 1._. \THE SITE PLAN.SHOWS FOUND FQUNDATION DETAILS NOTED PRl51DE&CE OVER THOSE ON 'T B UFFF t OVER/SLt SITE'TOP ON 51 d��4�' 1�� S \ 3. ALL FOOTING RALN5 4R{2grtyg:D ETA1L 9/PS0 \. 4. STORM' DRAIN \SEE CIVIL SHEET C -8. TICsHTLINE FOR 51-1ALL BE 4' N. , = *RATED ADS N-12. PROVIDE 4% GRADIANT_ TIE TIc INAND FOOTING DRAIN TOCsENER A LOWEST POINT IN • •4?, ON. PROVIDE CLEANOEIT AT JUNCTI THEN CONTINUE TIfsHTi.' R3,STOR21'•I DRAIN, SANITARY SEWER- SEE CI .-SI$ET C -12. SANITARY SEWER SHALL 6' SDR 35 WITH A MINji1UM 19F 2% POSITI`/E GRADYANT. CLEAN :.. ALL`BE PER CITY is J RA TRUCTURE STANDARDS. • f FR 'METER TO IS 3/4' TYPE K COOPPER t F TIGHT "1. CONNECT TER SUPPLY TO WATER CIVIL SHEET C -13. WAYS; 51-IALL' BE 4' CR+ICRETE 29 R 2'0F 5/8' MINUS WASHED ROCK MAXIMUM SLOPE ALLD. 15 15 31, 32 33 AND 34 TO h4.4VE TLINDED'TO STORM DR9pl. DE SLOPE GRADIANT. \. u SEWER O `�� RY EROSION COI 9E�- L BE PER SHEETS - \� Rr TION AND R LANDSCAPE "a `LJATER �i. ' Kappler Architects, P.S. 14311 SE 16th S1 Bellerue, Washin0ien 98007 (425) 641 -3320 * Fax (425) 641-5318 . ems .� rnRnwRn� DJJAR DIN — Q Date i By ; , AO Deacrlptbn �BRMjjT�1 e..o.: � y= 1� N[ {;I$Tkflf{a ctutr4t ThI DRAW NG I6 F(YSTERVIEW ESTATES CORY�IGMi'l:D AND IS THE EXCLUSIVE PROPERTY Q� THE ARCHITECT """ """' � + 3ic KAKI .Rta r wnsnlHCro wN.RSwRwRS I I J i I i I I i 4__ _4 � �,. PROPERTY LINE R 'R 4 4 T'4 Q R$ R R E .X E 04'1 9 GREATER. THAN )0'•0• 1 Igo 44'1 aid + 29'.5 Ih__I_ SAQ P¢RTT LINE PROPERTY LINE 219 •� —• .{—.. —4 _._ PROPERTY LINE Iw 4 R Y 4 4 '4 R R i N R R 4 R,4 R f E 6 I4 9 i R R 4 4 R R 14 4! R i if R A 4 I A 4 4 i I PROPERTY LINE I<; \_..\98013a \DUJARDIN \DETAILS \P8_0 - SITE SPECIFIC FOUNDATION DET,AIL.S.dwg 05-23 -2000 Workstation:SpercerU' PP PI/ LIAANA,?£ L "X RGCKEr7Y GRA 20 PU8L /C U.7L /TY/ PEDESTRIAN EASEM£h'T EX ROCXERY CGNC WALK PLAN7fR BO. 5,00 4" A 00/D PERFOI4ATED AIRE ti ti ASPH OR/1 I ` CONC. OR,'YE GRA PE, f FP W/ BASKE�ACL HOOP C1?A.2 Li' GRAVEL E ii j1 r' %AV'L OR ry 4" RIDGED ,Ta CRA1c2 F.,'•= -- , 1E J6ss ('2's;' E 76493(6 "NY CB� L ' I ull! �1 D.Q r '` ti 1 T x c :::_ __ 1 1 ... 1 - L /2 "SD C8 22 '. \/5 CB 3M 4b' � s Act's tom. S 'k'A/h' X AT BASE 0 MALL N A 1.10X750 INTO & AQR '.4.1 ,.A, sL0 ^X.S CB 31B ��► �RE7JrOUS7'09 37 2 \ \' B /OF/L TRA77ON S14/ALE SEED MIX RED ;EXEC .T NE705 .Z RAY)? I Gt7PYAYA1X•tI 7'55457 neer nee 9L1 Y6 R1DIP AaRRS'7LS 4Z0.4 SPEC /F /CA77ONS w .' A N S .T.-FE ' J G ,!ERIN' NO -7 1 P_ l CA,., 541,, A. yr A ;F EX S' 1.0 1:2A 1 552_ 5- rA l/E- \ EGGS GF Y ASPHALT / ^77,,� 1 (ABA/DOEV \ \\ \ \\ \ \\ / \ 35 9Y BS 5 2,7 A A 1+ _ ' 1 Q9�32 ' 1 ,J ) /' WA K/ Cc 7,112 EA., -Mc N: 24 \ 416400R'AZLi7AX ALEA49a'4F1.6' RPAMSW - 99 EV APR,' 77DS DEMM "AT A RA7E' Cr 60 LS /ACRE MINe AAPIDAIJAC .SHAYS' fr^ RIDZAMES OF NAME' ME7LAAL'7 PLANTS SAX AS RAE RI/SY (.=SP+4. ,6 AIX171.4 MEWS OR JANOCAAPDS,2 CYDEEPAD SPICE MIDI MED:HARES ?AC(.577775,1 SLOUGH SEV GF (C,A/a5r Lawpr.(4 QF 00545 AS AWNED BY 776 GM MAW ROAMS Mai AS CAITAL (1l9YA LARID114,1 REM cAN.44Y GiPASS (RV IMS AfAILYI4L; A•D FUME LOESES7RY'F (1 t 7wav SALRGARE4) SWALL AVT BF USED 71 ANY Gi ?COT ETA4IES .. i 1 NA0 1541 /2 - '27 - -- E4 25 1 145E I M � � j="44 J . f •• 6 ' 7 70 WALA/27RB Ti EA27W5V 26 849 c,9 71 ( \ 23. \\ •\ 27 72 "D 33 C8 12 y \. 32 5 RY,YA7 SLI6£R� 31 34 /2 "_D CB 70 22 21 29 28 i ( I PERF7RA.'E ✓ '" S- WALL G£7A/t. S' 1/I7LITY EASEMENT 8o's C8 7 EX ROCKER fX C1., POLE EX CC WALL - NET VAt T AA2 3 to WA.T \ OTC 1111 f - L___ T_;:rT:tzx,Eali -\ { `I 9 22— 'v cB 1 }Y\ CB 2 30 CB 2 At..t ,-66/.640 Patti! ! s' /D n PER ORA 7 PIPE A' / ACLE S 90AD '..R fANA - CON7RDL. 9,AI , !H7/ YE ✓c A.f - h6E7 C-5 1 77.90 EAA 20' PL PJC UPL,TY/ aDESXaAN EASEA/F'YT OF .R7 294 t 2 EAS 5 7l . 13 1.9 LB 244 12 20 24 "22 14 �fiLi' w. 28� TRACT „A „7, 4 COIMEMilq, gag s w 290 CB 27 C 78 -LB _ 35 co \ ,916 36 \ _'•. RPOPER77 DIE' - 7l1. \ (7R4C1 11919 NOTE AS SLiLT INFORMATION IS AS OF 9/.TO/99. Af NHOLE LIDS AND DRAINAGE ACCESS LIDS IN P.4YEMENT ARE IN ATP. R141 ELEVATIONS MAY CHANGE AFTER F/NAL L4 I G}{ ASPHALT PAVEMENT HAS BEEN APPLIED. I13"PPI look 9R.m. 1 AND SEWER 127T 20 16 17 18 19 37 5X5175( 47,05/75 O /iCN 15 j//\‘„ \ \ .`` • CB 45 = 40 �1 „. (S�svTC -9) 02000 G R A P H I C S C A L E 0 20 40 ED E GF EX I ASPHAL T (ABANDONED/ \ '\ \ \ \ \ \• \ \, \\ L" 21;t - DP \TRACT 4 -:D E R A P °. 73jn7 re 2 v .,. L :tn os 1,;u �AVRr'� 38 39 80 NOTE 7712 FOLLOHING CBS ARE ACCESS OR ✓UNCI70N STRUCTURES, NOT INLETS; ANO HAVE 507 /0 COVERS I 5, 18 18A, 185 24A, 25 29A, 30 40 40A, 42, 45 G1�L W/ Li0 ,\ S \ \ rB ,/ . 40 W.51E4 00045E ■ \ 1 111,--AP /4 - ! 176 1 37 A � o \ ` / ` 1 \ ` \ \ '\ \\ ,,.. {{ 30 £x 19 " CMP \ — \ \ 40 \ /\ 40A \ \A \ \ a i EX P A DE, l 41 '. 72 C YER D w'6 - A \ ' ; \G \ ' '\ \ 42 , 5p ,G 4 Cw R/ PA,�!� �/ ''''.:.'`,„..,14'5. 4:1 \ \ 1 NET 1 4_7(77P/4,' 1 06 25 1 \ 44 22'0.64 45 15977 CB 42 \ az✓N\ 4c :'3u Co' y FE G i y R T4 ..F5 / 514131 J ` 1.y —Rj:Y 1 U .1R ^IL 1 OrCc' 9 --- S \ 1.37THSIFFET 5' 414 8 750 2,00 an, 29;T 29,(77 / 30,, Y\ VA UL 204 "T 740 05 14265 74407 1 3897 31(727 1/ ` /1A 1 518 51C(TYP,E :1) 1 32 I 22258 279 (8 2 21848 215 (2N 5 21200 21057 (5'27i 27052 /8 ) 4 . 20475 200/0 0 20005 .2,') 5 18519 781.22 (87V 87.3 (72"74; (72"74; 781:02 (i2 i'1 6 ' 189.55 18505 (12V 7 17477 17473 (12 777E5 (12745) 8 17443 77140 , d N{Y7 (8 9 774 53 77172 5/ 10 18855 18554 (25/ 17 180 , 17575 12 H() 17555 , /2 77950, 17547112'27 /, 17553 ; "72' /27%!,5$, 73 78858 784 42 ( ; '4 185.20 77584 02 /6'57 /5 17785 17411 (7225', 7740 °2`S/ 76 17587 17355 2` 27/;. ;� 35( 7225/ 77 77455 17050 - 174.57 7 ✓04 / 7SRr CV /EEv-' 17 00 8%4 . c 89/8 7 .40( 76. c , 1 7-5 /8 "00 784 17545 15545 , �✓4 27555 2 'H/ 75055 / 52 52 5 a0 5 4827 0711/ r 024 (",2 6700 (..T5 -, • .a c r. c74 7• 12 - 40f!.. , Y,J G .77 2l 87 72'5^ 21( 75574 1 29 5 ..N/ A_'9 74( 3'24!855/ 188 775.95 22 12`1 7-3 7 , • 1 60.1 7 � 4, , 62 14 !. c ,_2 4 25 34 35 SD 35 J2 ° ' 12 -1507/ LY/L IERT 1 (WATCH EX /Nf£RTSJ cn RENO ✓E 154 90 15'55 75505 151.52 14855 1053 74545 17553 4"7.12E 74 EX ASPHAL T WA /tR c0L 5, EXPIRES 3 -15 -00 PLANNED RESIDENTIAL DEVELOPMENT FOSTERVIEW ESTATES DUJARDIN;, ;p DEVELOPMENT COMPANY AN ALLEORE ENTERPRISE &MEP PHONE: 334 - 501$ 5E4TRE FHONE 743 -6140 CATCH BASIN DATA ( 1D _ FACE OF CUa WERE CLE9S ABE F mi) f� RIM RIM EV AVERT ELE1 _ ; _'•' 2'5 4 (55 !'iY' P /% 74922 .�' 72 W'. :3 / o 7 _ ,/j 14457 14 N ' t5�7 ., ( 6 r / C 4:5 - - 12 �5 .. T ' 7t' T- 1.'i AL 7 28' (.22E) 157 (12V • 7 500('2 1, !r: 145 S0,'10j 474 (12E.4"." 1 7 , 2”0,"%. / r72 08#55 F.-4e 1737 , 755 55 1," 1655 27 {), 76525 (72V 771.21 5a ✓ r 2 50 97 7.57 57 // 7.27 72 i 15259 14959 1.2 149 (.2%74,! /5257 1504- c J ✓ 1409 (8r4 / 45525517, . 5i ;4855 ' 5"; 147.45 (56":5449. 14/ 75 J /455,5 150 c %4 79 77 (8 15875 1 8"562: 1 80 ;, 701. i 105_75 ('5 - 0251 `75711V 21785 (7 , 72577 !,5552 :72803(754 SOUT -IGATE PARK !AWES RON AND PUBJ Oa/7' fASEY£KT lu" FJP /YA2 I (445407£ 2717 PIECERI OP TU 6-4 cE 140E7 15'AVYATEORANACi" AA® SaER E5/T SOUTHGATE PARK KEYSTONE /PALL EX SAN M01#9-.30 RE 1877.' 7E 787.6 SPEC /f7CA77ONS ALL WRFC SHALL Ear N cavrainuAcr !0771 MS DDrWaxy STAAWAr97 PLANS AND S°ECIFC NCWS Far Ra44 BRilaX AND A2INCI.AL La%67RLiCTh2i LY7Y MIIKA PUBLIC *MKS SEW? CailS7RYiCNON AAP Lnfza4Yovr STAM1OANVS AND VAL KC .SE71ER D S7RCT SPAAVA/a7 534. 'A77ONS LAMMES SHALL 48 -1 OY.447ER IYPE 1 am/ £LM7V7RC COMES 7hr AL447,10V /I7QNT R,E RISER A61DIE Rff OWE SNAIL BE 24 /M'XUDNC FIUME AND MIER Ld4.Sf" SZ71LW SHALL LCNTAN A /NW CONafETE LYVAAiN2 Mme' GASS 57A°PO47ED PLASAC LINE? BY G/ Lae ? L7D a? a7LIAL ALL MACES SHALL BE agANV2/27 727 7NE £ 70W OF DIE SELIEPS ?NE NIEFT Cr 7A£ LV/7LET MIN SHALL LE A Ate/ OF at FEET BELOY/ 7NE INCOMING "BERT ELL - MOONS ALL MANIPLES SHALL HAW E L A D E RS A A P S 4 FE7 Y SlEPS SEWER PIPE SHALL & PICA AVM D-X25 5754 .x NOTE AS-E71//LT /NFORMA11ON IS AS OF 9/30/99. MANHOLE L /DS /N RAW/WENT ARE /N Al? R /A/ ELEVA71ONS MAY CHANGE AF7ER'I7NAL LAYER OF ASPHALT PAI.fMENT HAS BEEN APPLIED. EX SAN MN J9 -31 RE 208.4 /E 2022 (8' N S & EDGE OF EX ASPHALT RD SI1WW AAO R/11/C 10701YEA4YENT 10 ODD, ASEMENT FD201?e.MI NV PLl2C 0711DYEADEW5V EX SAN MN/10 -12 4E 101146 /E 10290 (8' /N5) EX. ROCKERY /E 7024 (8' 0N7T Nf EX GONG WALL NOTE SEE $W3 C -15 & C -16 FOR RRAR7LES NORTH GRAPHIC SCALE 0. 20 40 80 =40• WARER COURSE EDGE OF EX ASPHALT SAN MH J70 -33 70 77227 EXPIRES 3 -75 -00 PLANNED RESIDENTIAL DEVELOPMENT FOSTERVIEW ESTATES DUJARDIN DEVELOPMENT COMPANY AN ALLEGRE ENTERPRISE EVERER P.... 337 -5.8 176.92 16599 77909 77' 58 774 79 744 68 736 60 75338 18609 P /PE DATA MH 80 7Q /MN 80 2 /OPE 2 3 4 5 6 7 8 19 9 10 11 12 /3 14 15 16 17 18 20 /9 CO (LOST 52) 20 IY/ANHOLE DATA 2 9.55% EX 12 719 4 6.515 5 7.949 6 175X 7 2679 17 10.30X 19 70 9 8 84X 70 5359 1798' 12 74.959 73 8669 74 5.299 75 724X 18 15209 77 5.459 15 2249 E X 14.46X 75 7Si 122X MH 90. RAW ELEV /N8/8P. T ELE'V 77769 2 159.77 15955 3 t :3 781.41 4 8330 17304 17287 5 17429 17719 6 . 16953 76953 7 16596 76672 8 75995 787.20 9 17170 770.42 170.15 75772 16342 75922 (FROM MH 7f 75922 (FROM MH 10) 75572 (0U /5 74790 74745 14295 14265 13545 13578 13790 (FROM OH 74) 73777 (FROM/ MH 77) 737 41 (003) 146.73 13547 13532 12090 17750 71095 175.63 (FROM 5/1 20) 17 :54 (FR.OV MH 8) 77514 (OUT) 79758 - - - EY 5AN . 50 /70 -5 7,37 STREET /E 734.7 jS //V; /E 7338 18" OUT) EX 555,88 - RE 74985 /V 7E14271 (8" WJ /E 14745 (8" 5) /E 741.35 (8` E) z CL 1- W v) W I W t � __I _ / m � W W r I u) V I O < LL 1-1 EIVED TJKWM �+ 2000 CENTER S , J7 H CC. > z O tt C m ~ rrl m C� z 0 D m o z - m 2 171 c7 -e r O Z =4' M • r °113 N it 447h'AkNUE5 O - FC7 S �f E R VI E W ESTATES F011) ERICH O, TIETZE AND .ASSQCIATES, INC, ENGINEERS AND CONSULTANTS 18530 76TM AVENUE WEST SUITE B EDMONDS, WA 98026 425-771-6212 FAX 425.776 -0236 Moe &OW MIR .rvr m Lor r_ WS REY MIRO ,J-,, AIY R7RLO/S7-11 1,7$Ar ONION' ,0/441 RD MO W 14011 pE 16th ST. " Belloyue,,Washington 98007 i . (420' Fax (4?) 41518 °- (4C4 '4* 4''* : - • .41 • ' ' t...) .. );•*;...."-,4-1-,‘-■ 40,"dotlh. 4 0 trl'- ww10 00 'ZpoZ,, t _ QN, 6 tri 00 Z 0 0 CA > 01 tz,t4w*I1 XI t....-3P-30 MX PPZ N.> till R.41 V ' wr.,>,0, t 1 tv o 0 r m IVI 0 FICE „ _ESTATES' b ii.g.Ex&yelyEPFioeEktY, s,)F 1 / - , • .`) 7 _ _ • ; 1 \ RNT, Co. z WY -II I/ 4' MOILIr Wi'4117WS.1 Ott. kl&,Atiat,,i1MEWAIT51 4060 WI:1419 t'011 ARMIt,a1M7,11ft,ikl"Ilt V gUarte101.11011PAIXONIA RV& I , litIESIVVINtAniilt= 4 7 • • EXTEND FlOST TNM91 DECK mow TO FQOTS GENERAL. FRk ING Noi s I FRAMING PLAN KEYNOTES f BACK FRAMING AND SOFFIT AREA AS I 1 REQUIRED TO ALLOW FOR HVAC DUCTING. SEE DIVJ5 51-EET A -I F -2 ) RAKED PONY WALL ON TOP OF LOVER ROOF FRAMING MEMBERS SUPPORTING UPPER ROCF FRAMING MEMBERS. ( F , ALIGN EDGE OF JOIST WITH FACE OF WALL ( -4 ALIGN INSIDE FACE OF BEAM WITH. OUTSIDE F FACE CF WALL N F 5 ) UP SET - BOM F OEA1 Wi BOTTO OF l JOIST 4 O TOP TTO OF SEBAM E DS UP ABOV JOIST3.. - C 6 TOP OF BEAN 15 FLUSH WITH BOTTOM OF 1 JOIST WITH NO TOP PLATE: CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT_ ATTIC SPACE VENT - t F -! j SEE.CALCULATION SEE DIV, 01002 S1-IT A I FLOOR JOIST - SEE. SCHEDULE SEE DIV :06100 SHEET A -I , ! F -g SEE ELEVEIGHT ATIONS AND SECTKMS FOR • PLATE H PRESSURE BLOCKING _. SEE DIV. 06100 SHEET A -F FWSH - BOTTOM OF BEAM EVEN W/ BOTTOM t I. CF JOISTS r TOP OF BEAM FLUSH Ill/ TOP OF JOIST 1. F-12 AND BEN J EXTENDS DOW: SELOW JOISTS f — F - ° 1 TOP'OF BEAM 5' SELCW TOP CF JOIST TO '� J ALLOW FOR OVER BEAM 4ND BEAM BLIMPS DOtN BELOW JOISTS ' 2X6 OVERFRAMING e 24 OC P l F--45 ) 2X6 CEILING JOISTS • 24' OC D2000 -176 1 SEE,COVER'1,jMNEETCR ALL G£NER4L NOTES AND REdWREtI31TS. 2. SEE TYPICAL MATERIALS. LIST CN SECTION SHEET 3, SEE COVERS FOR ALL NOTES AND REGTJIREt' NTS CONGERNWG AFGHAN s1L. PLUM6ING, AND EL�TRICAL. 4. TId55DESIGN BY !-14»P TN3168 P1-444'C M SHOCN 'IS FOR GENERAL LAYOUT ONIT - SEE DIV, 47:00 EHEF 4 -! - TRUSS LOADING SEE DIV. 010001A SHEET A -1 - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE FER ROOF FRAMING FLAN 5. ROOF FRAMING SPACING; 24' oc. LINO_ 6. ROOF PITCH - EXTERIOR PER ELEVATION INTERIOR FER SECTION. - - 1 - RAFTER TAIL 2x4 VERIFY. S. ROOF TAIL AND RAMS OVERRAN FER ROOF PLAN g. ALL !— 4i .SRS ARE 4x10 DF 2 UNA_ - PROVIDE (I) TWINER STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OVER 4'-0' UNO. SEE DIV. 06100 SHEET A -I SYMBOLS & LEGEND POINT LOAD FROM ABOVE � POINT LOAD TRANSFERIKs DOU.N - W/ LOADING HOLD DOWN WITH SIZE DESIGNATION VERTICAL STRAPUJITN SIZE DESIGNAT , TO BE USES? GN FLOOR BELOW.; S:T! _ HORIZONTAL STRAP -WITH SIZE; DE8IGNATICN INDICATES BEAM CALCULATION: WITH • ExIENT OF NEAR WALL LFAR WALL. • WALL kt ti4ALL BELow NOTE: IIJl..E55 OTHERUW6EJ koTED EPYr 4EERI1G 6$O T-s! nli • TI0N5:ARE - 4Af1a6.21 HECENElq, T N -.1 2BbP NT CENTER. AZING -CALCU 24 ,_ 0 . ti T`AI sFor ROME : ` 3014 sF TOTAL SF dP. - • ;,,GLAZING : .. 39354 SF TOTAL % OF" GLAZING 131 % 8F. IS QALCULATED THE REQUREt'EMT9 GET 'USIFA's PARR: IN THE .W4GIG G TION STATE ENERGY CODE .. REFER TO ADDITIONAL DOCUMENTATION TO SUPPORT METHODOLOGY CF PERFORMANCE COMPLIANCE 32' -0' 0144- DWELT vvNT to MEGFWMC4I.., Fturei,e, AND ELECTRICAL . : -13.ATHROOMS/LAUNORT 50 CRT fit!. SYSTEM FOR UNITS: PER DIV. 15.16 SEE SHEET Al -KITCHEN t00 CFM MIN. - - : ,I FU 2d I � • '-0140LE FlousE FAN 100 CAM MR Vt05 • WHOLE HOUSE EXHAUST FAN CONNECTED A PROVIDE DIAMETER.FfESH AIR INTAKE FROM A 24 HOUR TRIER - 100 CT41 MIN NO OUTSIDE TO RERN AIR PLENU`i AT FLIRNACE [Tj THERMOSTAT 50' ABOVE`FLOOR P ROVIDE THE ED TU FL OW D 0. PROVIDE THERMAL EXPAN5101 TAN( AT WATER Q I0v SMOG DETECTOR PER GEC HEATER WITH BATTERY BACKUP INTERCONNECTED C STRAP WIATER HEATER TO FRAMING TOP AND aortal. - 24 FIGUR TIER TO U.NOLE HOUSE FAN D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE - - SEE :COVER GWEET F�dR ALL Ca EFLAL NOTES AND REOUIREMEXITS - 2. ENERGY AND AIR QUALITY" INFORMATION. • SEE PIV..r SHEET 3. SEE BUILDING ELEVA11O14 FOR UANDOW OPERATION SEE DIV. S SHEET A -t 4. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 5. SEE COVE ER SHEET FOR ALL NOSES REQUIREMENTS CONCERNING MECHANICAL. PLUMBING,: AND ELECTRICAL. FLOOR PLAN KEY NOTES ( OCCUPAIG" SEPARATION: { -. P -I J APPLY ( C ATER 5/S• 'X' GI113. TO ALL WAILS AND CEILINGS CF GARAGE SIDE FROM FOUNVATI(s'N TO SHEATHING_ WRAP POST AND BE4M5. APPLY (2) LLAYERS TO TRUSSES AND 1%11 FLOOR J0157- SEE D1v.0 SHEET A -I 3/8 MIN SOLID CORE DOOR WTFu SELF CLOSER 1 TO BE TIGHT FITTING SEE DIv. 010025 C44CET A-1 P -3 } STAIR ASSEMBLY NOTES: PER USG SECTION 1003 A 44E420160011 MIN 6' -8•" WIDTH 1113 3' -0'. .. B. TREADS 10'. MIK DEPTH, RISERS 8• MAX HT- C HANDRAIL MIN - 34• TO FIAX 38' ABOVE TREAD N05IN0. HANDRAIL I IR' MK TO 2' MAX.. CROSS SECTION 011-10431C4 AND 1. 1/2' MIN. " CLEAR FROM WALL, RETURN RAIL E ND5. D. INSTALL FIRE BLOCKING. AT STRINGERS TOP AND BOTTOM AND ADJACENT WALL(S) E COVER USABLE SPACE UNDER STAR W/ 5/8• 1 r l G 'X 511.18. (2) LAYERS + CEILING ARE4S F INTER"EDIATE BALUSTERS SHALL BE SPACED W/ LESS THAN 4' BETWEEN F4I 1 SEE Div 010024 SHEET A -I: ( P -4 SAFETY GLAZING PER IBC, SECTION 2406 l A WINDOWS 11.1114114 18' OF FLOOR B. 21N1DO53 WITHIN A 24' ARC OF DOORS C WINDOW AT TUBS AND 5HCW994 D GLAZNG IN DOORS - .. E WITHIN STAIRWELLS: F. 501415.5' CF TOP OR BOTTOM CF. STAIRS SEE Div. 0550ID:94EET 4 -I EGRESS WINDOW PER USG. SECTION 3104 t 1 SEE DI T 08600 SHEET 4 -1 6 IGNITERS FOR GAS FIRED APPLIANCES 14 I, GARAGE TO BE I8' MIN, ABOVE TOP OF SLAB. SEE DIV 15 9tEET A -I P T 1 COVER WALLS ADJACENT TO TUBE AND / 514OWERS 1111T14 NON- ABSORBENT MATERIAL TO 10 ABOVE DRAIN INLETS. SEE DI, 09250 SHEET" A -I I P_a j (2) LAYERS OF FLOOR. 51-E ATHING 1 ) FRN1RJCa. - 8 MAX. RISER WITH 10' -MWN R. IF MORE THAN (3) RISERS, 441-10R41L REQUIRED PER USG, SECTION 1006 SHEET A -I 22 ,:30 ATTIC SPACE ACCESS W/ 35' HEAD CLEARANCE. INSULATE AND WEATHER STRIP SEE Div. 01002.1 SHEET A -I 12.11) FLOOR MATERIAL BREA.L - LINE WALL LINE ABOVE P -14 1 WALL LINE BELOW 1 P 15 1 FIREPLACE ASSEMBLY NOTES: I I A DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL CONFORM TO UBC REQUIREMENTS. SEE DIV. 010028 5HEET A -I B. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO UBC T5 UIREIMENTS. 5ES DIV. 010028 514E52 A -I C. HEARTH SHALL CONFO50 TO UBC REQUIREMENT. SEE DIV. 010028 AND 9 SHEET A -I D. SB' TYRE :x' GU/I5 C54 HOUSE SIDE OF CHASE - CLOSURE TO ROOF SHEATHING. CP_b 1 SEE SITE PLAN FOR EXTENT OF WALKS • AND DRIVEWAYS P_n i 3' 019452ER STEEL POST I P -I5 36' GUARDRAIL PER UBC 5052 A AT 514185 SLOPES AT 36' ABOVE STAIR NO51NG5. P 1. B VENT FOR MECHANICAL. I' CLEARANCE ALL 51055 PER UBC SEE DIV. IS SHEET A -I E - P - 1 PLANT SHELF UPPER AND 501515 LINEN CABINETS t f P_2 ') SOFFIT AREA p_22 ) INTEGRATED MAKE UP 41R. P_24,l 246 STUDS W/ R -15 INSULATION MIN. MAIN FLOOR 931 SF UPPER -FLOOR 1177 S- UNF BASEMENT " 906 SF 1 DARE FOOTAGE 2108 sF GARAGE 478 SF' DECD. J PATIO - ' ` "38 SF, 5c2t FOOTAGE 15 TO TINE OUTSIDE q E � OF. IUAL: ^STAIFaS ATE 20 994 GP 0 CALCULA TIONS. -E'EN NOT TO BELOW - fr A LO JDA Gi TI O N S. ARE �i* 7CL' .Iffi3EC.i JKWILA 2 Q KEW 1 Dining Family CARPET f P-12) MI \ e IT EATNG BAR = 1 pgl . t 42' H.4t.F WALL V i1 It w! ! 0 7 ■ Kitchen VINYL 2 V2 2'41 I/2' s s I m 5' - i2' -2• 2' -5 V2' -5 ' . - - 3 rR' 4' m -D ti E 24 �P �, .I P - 12 a ON DER � `� i= t:? r .. ros _ Pig j 8' -5 5!S' S ?'Ib . ' 3' -3 i![Ir � 4 -6 V5' .' 2 £7 ®- - CiOYefeCl Porch STORAGE _ CONC I / I I \ .�+r Garage CONC. AZING -CALCU 24 ,_ 0 . ti T`AI sFor ROME : ` 3014 sF TOTAL SF dP. - • ;,,GLAZING : .. 39354 SF TOTAL % OF" GLAZING 131 % 8F. IS QALCULATED THE REQUREt'EMT9 GET 'USIFA's PARR: IN THE .W4GIG G TION STATE ENERGY CODE .. REFER TO ADDITIONAL DOCUMENTATION TO SUPPORT METHODOLOGY CF PERFORMANCE COMPLIANCE 32' -0' 0144- DWELT vvNT to MEGFWMC4I.., Fturei,e, AND ELECTRICAL . : -13.ATHROOMS/LAUNORT 50 CRT fit!. SYSTEM FOR UNITS: PER DIV. 15.16 SEE SHEET Al -KITCHEN t00 CFM MIN. - - : ,I FU 2d I � • '-0140LE FlousE FAN 100 CAM MR Vt05 • WHOLE HOUSE EXHAUST FAN CONNECTED A PROVIDE DIAMETER.FfESH AIR INTAKE FROM A 24 HOUR TRIER - 100 CT41 MIN NO OUTSIDE TO RERN AIR PLENU`i AT FLIRNACE [Tj THERMOSTAT 50' ABOVE`FLOOR P ROVIDE THE ED TU FL OW D 0. PROVIDE THERMAL EXPAN5101 TAN( AT WATER Q I0v SMOG DETECTOR PER GEC HEATER WITH BATTERY BACKUP INTERCONNECTED C STRAP WIATER HEATER TO FRAMING TOP AND aortal. - 24 FIGUR TIER TO U.NOLE HOUSE FAN D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE - - SEE :COVER GWEET F�dR ALL Ca EFLAL NOTES AND REOUIREMEXITS - 2. ENERGY AND AIR QUALITY" INFORMATION. • SEE PIV..r SHEET 3. SEE BUILDING ELEVA11O14 FOR UANDOW OPERATION SEE DIV. S SHEET A -t 4. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 5. SEE COVE ER SHEET FOR ALL NOSES REQUIREMENTS CONCERNING MECHANICAL. PLUMBING,: AND ELECTRICAL. FLOOR PLAN KEY NOTES ( OCCUPAIG" SEPARATION: { -. P -I J APPLY ( C ATER 5/S• 'X' GI113. TO ALL WAILS AND CEILINGS CF GARAGE SIDE FROM FOUNVATI(s'N TO SHEATHING_ WRAP POST AND BE4M5. APPLY (2) LLAYERS TO TRUSSES AND 1%11 FLOOR J0157- SEE D1v.0 SHEET A -I 3/8 MIN SOLID CORE DOOR WTFu SELF CLOSER 1 TO BE TIGHT FITTING SEE DIv. 010025 C44CET A-1 P -3 } STAIR ASSEMBLY NOTES: PER USG SECTION 1003 A 44E420160011 MIN 6' -8•" WIDTH 1113 3' -0'. .. B. TREADS 10'. MIK DEPTH, RISERS 8• MAX HT- C HANDRAIL MIN - 34• TO FIAX 38' ABOVE TREAD N05IN0. HANDRAIL I IR' MK TO 2' MAX.. CROSS SECTION 011-10431C4 AND 1. 1/2' MIN. " CLEAR FROM WALL, RETURN RAIL E ND5. D. INSTALL FIRE BLOCKING. AT STRINGERS TOP AND BOTTOM AND ADJACENT WALL(S) E COVER USABLE SPACE UNDER STAR W/ 5/8• 1 r l G 'X 511.18. (2) LAYERS + CEILING ARE4S F INTER"EDIATE BALUSTERS SHALL BE SPACED W/ LESS THAN 4' BETWEEN F4I 1 SEE Div 010024 SHEET A -I: ( P -4 SAFETY GLAZING PER IBC, SECTION 2406 l A WINDOWS 11.1114114 18' OF FLOOR B. 21N1DO53 WITHIN A 24' ARC OF DOORS C WINDOW AT TUBS AND 5HCW994 D GLAZNG IN DOORS - .. E WITHIN STAIRWELLS: F. 501415.5' CF TOP OR BOTTOM CF. STAIRS SEE Div. 0550ID:94EET 4 -I EGRESS WINDOW PER USG. SECTION 3104 t 1 SEE DI T 08600 SHEET 4 -1 6 IGNITERS FOR GAS FIRED APPLIANCES 14 I, GARAGE TO BE I8' MIN, ABOVE TOP OF SLAB. SEE DIV 15 9tEET A -I P T 1 COVER WALLS ADJACENT TO TUBE AND / 514OWERS 1111T14 NON- ABSORBENT MATERIAL TO 10 ABOVE DRAIN INLETS. SEE DI, 09250 SHEET" A -I I P_a j (2) LAYERS OF FLOOR. 51-E ATHING 1 ) FRN1RJCa. - 8 MAX. RISER WITH 10' -MWN R. IF MORE THAN (3) RISERS, 441-10R41L REQUIRED PER USG, SECTION 1006 SHEET A -I 22 ,:30 ATTIC SPACE ACCESS W/ 35' HEAD CLEARANCE. INSULATE AND WEATHER STRIP SEE Div. 01002.1 SHEET A -I 12.11) FLOOR MATERIAL BREA.L - LINE WALL LINE ABOVE P -14 1 WALL LINE BELOW 1 P 15 1 FIREPLACE ASSEMBLY NOTES: I I A DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL CONFORM TO UBC REQUIREMENTS. SEE DIV. 010028 5HEET A -I B. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO UBC T5 UIREIMENTS. 5ES DIV. 010028 514E52 A -I C. HEARTH SHALL CONFO50 TO UBC REQUIREMENT. SEE DIV. 010028 AND 9 SHEET A -I D. SB' TYRE :x' GU/I5 C54 HOUSE SIDE OF CHASE - CLOSURE TO ROOF SHEATHING. CP_b 1 SEE SITE PLAN FOR EXTENT OF WALKS • AND DRIVEWAYS P_n i 3' 019452ER STEEL POST I P -I5 36' GUARDRAIL PER UBC 5052 A AT 514185 SLOPES AT 36' ABOVE STAIR NO51NG5. P 1. B VENT FOR MECHANICAL. I' CLEARANCE ALL 51055 PER UBC SEE DIV. IS SHEET A -I E - P - 1 PLANT SHELF UPPER AND 501515 LINEN CABINETS t f P_2 ') SOFFIT AREA p_22 ) INTEGRATED MAKE UP 41R. P_24,l 246 STUDS W/ R -15 INSULATION MIN. MAIN FLOOR 931 SF UPPER -FLOOR 1177 S- UNF BASEMENT " 906 SF 1 DARE FOOTAGE 2108 sF GARAGE 478 SF' DECD. J PATIO - ' ` "38 SF, 5c2t FOOTAGE 15 TO TINE OUTSIDE q E � OF. IUAL: ^STAIFaS ATE 20 994 GP 0 CALCULA TIONS. -E'EN NOT TO BELOW - fr A LO JDA Gi TI O N S. ARE �i* 7CL' .Iffi3EC.i JKWILA 2 Q KEW 0 d8 • t :UF'W& LC. JBTei 10p010 Architects, 4311 E 16th ST Bellevue, Washington. 98007 425 641 6320,. * Fax (425) 641 -5318 8•IR' x 11- MO • 17' 00 111/8' TJI 'AN 210 W// OF OSTRR ' Dili DRAWING IS © COPYFIIAMTEOANp IS' F CL V>n PROPEPTY45F,.TMR O Date. Y . 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SEE TYPICAL MATERIALS LISP ON SECTION - SHEET AN 3. SEE COVERSHEET FOR ALL NOTES D REQUIREMENTS CONCERNING MECHANICAL, PLU'MBMG, AND ELECTRICAL. 4. TRUSS DESIGN BY NN.4F_ TRUSS PLAN SHOIUN IS FOR GENERAL LATOUT ONLT SEE DIV. 6100 SHEET A -I - TRUSS LOADING SEE Div. 010001A. SHEET A -I RI1 - T59 SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAIN INcr.. . - 5. ROOF FRAMING' SPACING_ 24• LINO_ 6. ROOF PITCFI=- EXTERIOR PER.ELEYATFON - INTERIOR PER ECTICtN T. RAFTER TAIL 2x4. VERIFY 8. ROCF TAIL AND RAKE OVERRAN& PER ROOF - 9, ALL HEAL' ARE 4x10 OF *2 UNA. PRO' OE (I) TRIMMER STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OVER 4' -0' UNO_ SEE DIV. 06'00 SHEET A -I I FRAMING PLAN KEYNOTES I 1 F _ 1 BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR 14 4C DUCTING. SEE DIV.15 51-BET A -I RAKED PONY WALL ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS. ALIGN EDGE OF JOIST WITH FACE CF WALL ALIGN INSIDE FACE OF BEAM WITH OUTSIDE. FACE OF WALL - BOTTO OF BEAN EVEN W/ BOTTOM OF' l F - ' J JOIST AND TOP OF BEAM EXTENDS UP ABOVE JOISTS F 6 TOP OF BEAM IS FLUSH WITH BOTTOM OF JOIST WITH NO TOP PLATE. CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. (( F T. AT E TIC CAL ULATION SPACE. VENT J SE SEE DIV. 01002 SHEET A-I F 8 , FLOOR DIV. 0 JO161 6100 - SEE SC4$D SFIEET A -! ULE DWG - SEE • ( F -9 8E E ATE HE ELEVATION.^ AND SECTIONS FOR PL IGF4T I c _ . „ FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM l J OF JOISTS F -12 TOP OF BEAM FLUSH 10/ TOP CF JOIST AND BEAM _ EXR3.V25 DOUN BELOW JOISTS TOP OF BEAM 5' BELOW TOP OF JOIST TO ALLOW FO F4VAC OYER BEAT ARID BEAM BUMPS DOON BELOW JOISTS 2X6 OVERFRAMING - e 24' OC l ( F_17 2X G- CEILIN JOISTS a 24' OC ROOF VENT CALCULATION - - 2A9ED 0M 3 2-112• HOLES PER VENT HLOQ( ROOF VG"IT' - AIC5 S...SEC :IBC SECTION i5._.2, TOTAL ROOF AREA 1 6 SF/3 I X118 SF OF VELAR AREA REQ W % AT EA). 5F REC J1RED 5D -, • 36' (MIN) ABOVE EAVE 209 ° .+F REQUIRED c ROOF JACKS AT 50 5I 9N. EACH�B!T1 SQ. IN= ?� SF 76 LF. OF EAVE VENTS AT 52 SQ. INJLF.9952 SQ. IN .274 . SF 2 GABLE END VENTS AT x24 <M8 9Q. 04, 9F 0___ A ^ I - F END v ITS AT Q <� = 0.___ _ 50 , N=0 9F 0 GABLE END VENTS AT 0 - DIA = 0 __ SG. iN. = � __ 5F TOTAL VENTS PROVIDED ROOF JACKS = 299 SF EAVE YcNTS . 274 SF GABLE END Vc - !NT$ 45 SF TOTAL 5F OF VENTS PROVIDED . 993 SF - • AEA MAX BE 11300 k'-.A VAPOR RETARDER 15 INSTALLED ON THE WARM SIDE OF THE ATTIC INSULATION_ UBC IS0532 • CFFECTIVE VENT AREA BASED ON A 30% REDUCTION DUE TO 12/4" IEA14 SYMBOLS & LEGEND POINT LOAD FROM ABOVE Y POINT LOAD FROM ABOVE W/ LOADING - POINT LOAD TRANSFERINra DOLN � G� FOINT LOAD TRANSFERING DQUN W/ LOADING : 4 L. r� HOLD DOIW OATH SIZE DESIGNATION vFRTIDA- STRIP OATH SIZE DESIGNATION - -TO BE USED ON FLOOR BELOW STLoc _ HORIZONTAL STRAP WITH SIZE DESIGNATICI!. O .. I,DICATE :BEAM CALOLATIQN;IIILTH - . -- . AJDEXED•t�tJl°1BER -, • E1 . 6' -10 5/8' .Sheol C14verkstatiyt n 0'• 10 1/4' 6 105/8 8' -1 I /8' 6'•10 5/8' 6 KKappler Architects, P,8. 14311 SE 16th ST, Bellevue, Washington 98007 . ,. (425) 641 -5320 *'Fax (425) 641= 5318 $ g R8 R� g g T -0 I,2' 6 M /..; 10'•11.3/8' 5/a' / b'- 105/8' /„__., 7 • 0 ' , 8'•I I/8' 1r 6'•11 /0' DU JAI,RDIN DEVELOPMENT CO. ALAN 2108 W/ OFFIC FOSTERYIE ESTATES THIS 4RAWING IS (g) .:COPYRIGHTED AND IS THE EXCLUSIVE PRQPEFITY OF THE AROHITECT PERMIT 6ET ail FOU DATIO D Al V2' CLEAR MTATARWM NMM'ATITA IIIIIIIIIIIIIIIIII /i1I1I1!� CONTINUOUS FOOTING A LATERAL RESTRAINT PANEL °CRIPPLE WALL o FOUNDATION T� C)3/4.4-0. FOUNDATION DETAIL + + O FOU DATIO 3/44 -o L 2x4 TOP IRATE GARAGE DOER ICH MEE RIM PLAN FOR SEE) NAL SWARM WRAP Ed 141.5 oc. • mama LOG Imam SMIMLL =ED. 2-b4 SAC64UL $ EATNIG dad Rua•r oc. i o FACT* STUD TING OI SIR DILL SOED NAL$d aims • r 04.• MI. PLT3. WRS. L SUDS UNO CAI SR BALL SCUM 2- 2:4 -AT ANY STEATNNG JOINT 1/16 O.S.B. SFEAT.. MN, STWN SITUP TE /NLNOR TOWARD Rift MO UP AFTER COCPFTE OWED UEE 3616d1O Le RALS EACH UNa 2 -2x4 R.A1E$ NAL SI1TG TO EAPLATE R1SA'4AB STINT EIeEDHSR' LNa oN STR DILL SOEO wow. AB.B2TOxwe Sa STEEL FLATS • 4 *CAME Ad/DICFPT AS NOTED OTE E#NL 50EDRLE THRTEWE RIV BAR • Tap V VEER BER•C cc. ALL wan CF MLL (DN_3S SW MI V vHeLJ-BU!! ROM 3 E@i AV DATE MOWS (DN.1 SHE AU ✓ WALSAR 0.9tA A - U EDW. ST ED 3 HT: A4/ 4' PEP FM DRAIN RATER N 24' GRAVEL PAD (DIv.2 SLEET A41 (4) V B4RCOlm MV.3 SNILET A-U SOLD SUBSTRATE A' COD SLATS 0.ER 4 WOK OARYA/SRI:MRCP 3IR' 0 3/4'.1-0* CRIPPLE WALL o FOUNDATION 10 s OUNDATI DETAIL RAN 06100-03300-07_7.11 + + 51 Aa 270'x3(16' Sa STEEL PLATE MASTERS • 4•-0' OL (OM 3 SW A -U EXCEPT AS NOTED Of STEARINLL ar.snL E T MA @'BED. RI AI BAR•TOP ✓ HEAL BAR• oc. RAJ. LEYAR O WALL (ON3S ET A -U S vER3. J43AR • 5' oc /DN.3 S EET A-U V ROIL BAR + /DN.3 SHEET A-0 (D 3$E acL.r{. /D N. 3 SEET A -U DAMP PRXNG( DN.I SA AU P CLEAR (S/ V TSAR EOM. (DN.3 ENEET A -U SOLD SUBSTRATE 4 COD:SLAB Eno a' ROCK OLER vAPLR BA EPoR BARS TO HATCH PERFORM. 11 - PER PLATS LNE O ExCavATEN STEPPED FOUNDATION DETAIL 16 FLT.& 03$ 03300-00000-26 ITT_RCCRLTr PER TiA1 ID SLEET A-U 1 Ex1ElEOR DALL OOSIILIGTLTN DERMA (DIV. MEET - A-U LocA.E a IEAJIEG .IONL cotes teem RR BOND LOCATE SEAMS JONT • CRIPPLE WALL PER PLAN SEE FOWOA1I07 DETALON Tv, EXTERIOR RILL COSTR CTOI PER PUN (DM 6 BEET A -U TIP. FLOCK FRAIRD PER PLAT /DIY. 6 SHEET A -U SOLD BI.OD.'EG OVER SUPPORTS • LOCATE SEAT.. O t. r'@$R 101717 RAT BOARD \e3 r COM. SORT YBNT U2' HEW. FLTH7OD • SOFFIT TREATED MD SLL SEE FOWDARCN PETALS =11111 - 111111= - 11!111= 111111 11- 111111 MORMNIRM Illy II =III ,+I erg , CANTILEVER FRM'G AT FOUNDATION *FURRING DETAIL 15 3/4 =T-o• 06100-03304022M L 3 /4•L1-47 Ii lel 1.-,CI I I 1 l' ws4:P[ ,> O SLAB o STEM WALL 3/4 r-O TYR DAIMON SILL OCN TIRCTKN PER PLOWER/ 6 SHEET A -U C ORD owe 4 tiocx OVER YAP:RBLLD6A R-10 WAD lBLATION 2x10 TREATED PLATE ONSET 3/4 SEE FOIDADCN DETALS TYPICAL ENT/MCRDKL COISTHOWN F RFLANEDW. 6 SEES A-II F AIR SPACE HOOTED END TIASORr v9 * 1E TOFRlPG EV.2 SIFT RNA 4 ShM. AU !WORT v9Ea2 COIL FLARING WEEP LgES•4-0 OC. TREATED ND SLL (DM b °JEST A -U SEE FCUIDATION DETALS RWT BOARD FLEECY DMl r AIRSPACE SEE FOUDATEN DETALS + *FOUNDATION /FRAMING CONNECTION + *FOUNDATION DETAIL casm0000me 5 s/4Ar - o• 0330044100.03 .... 3/4•-r -o• r!L VERFT •/ GRADE COMORS TOTE: IHS OPT. on NOT BE USED AT SEAR HALLS. O4200.O6134 TJ TTP Mac. FRAM. PER FUN (DM b SLEET A-U 1TPEx161OR IW.L COISIRCNRI PER PLAN (DN b SHEET A-0 LOCATE HEAD. JCNT COPP. MSEER B[.ODT GOR JOIST • HALL vAPCR BARTER Darr PRCCFWG (DIY l SHPT A SEE FOUNDATION DE7 .5 TTP EXTERIOR WAIL COISTRICTION PER RAN (DN 6 SHEET A-U 4 CONC. SLAB OAR 4 GRAVEL BED NDN.3 SHEET A -U TREATED rID SLL /Mr 6 SHEET A -U HANGER OPTION GHB TTP, (DNS SHEET A -U MERKR REARM WALL (DN. b SLEET A -U N•• : IS AB • 4•-/• OC. (DN. 3 SLEET A -U SLAB CH GRADE PER RAN (DM 3 SLEET A-I) vAPCR BARRIER COLT. SPREAD FTC.. PER PLAN (DM SLEET A -U• N (21.4 BAR CENT. (DN. 3 BEET A -U RLL BUTT TREATED rID SLL D2000 -176 1 �uuflu= luli rllllll l l II PER PLAN + * EXT. DOOR THRESHOLD DETAIL 03/4'.1-0" FOUNDATION DETAIL OBT0003300 -2LTJ 1 3 /fi=r - OEI00-03800.0B TJ FRAMING PARALLEL TO STEM WALL FR IINCt PERPENDICULAR TO STEM WALL UMW? AS Y 272'x3116' SO STEEL PLATE DNNER'.a • 4•-0' O.C. (DM 3 SLEET A-U EXCEPT AS NOTED ON SEAWALL SCHEDULE T 111 SE D. ✓ WORM BAR 76' or,. 1 COfdQ2 CHEF/LAP ROM 3 SHEET A -U ✓ LERL BAR SHE AS STUB STEEL SPACING. COX 3 SLEET A -U TYlTLIE DAN+FPOOFT. (DN.1 STET A -U M STUB STEEL FROTF1YU. • R OC. (DM 3 SLEET A -U A PELF. FIT. DRAIN H49LTER 14 24 GRAVEL BED (DN. 2 SEET 4-u SCUD SIESTRATE (2) V BAR ECM_ (DIY 3 SW A -11 EXT. DOOR THRESHOLD DETAIL , CANTILEVERED RETAINING WALL 1 3 /4•=r - 033040000422 TYP. Ex1ER10R WALL CONSTRUCTER PER RAFT /DN. b SLEET A -I) LOCATE SHEATI.CL JONT • COMER MEMBER RIM BOARD ✓ LEM BAR • YE OLERLAP (rN) (DM 3 SLEET A -1) TIP. FLOOR FRAHM PER RAN UAL b SLEET A -I/ TREATED MD SLL SEE FOI RATION DETAILS) 1 018800-0000401 I/2W AB. Of 2,2101W Sa STEEL PLATE D4SLER5 • 4• -0' OC. (D W. 3 SHEET A -U EXCEPT I AS HOLED ON SEAWALL SC LET SEED. (1) V BAR TOP vERT. BARE C• oc.REL WONT CF WALL. (DM 3Sal A -U DAMP PRXRD (DN.1 SIT AU ▪ vERL J -BAR • O' oc (DN. 3 SLEET A -U 4' PE . FTY DRAIN NNL1ER 414 SI ZL T -I) (Dlv.1 SLEE7 A -U (4) V BAR COT. (Div. 3 SLEET A -U SCUD SEETRATE 03300- 00000 -26 1 C•15/ Lf3 LO c co s. C p * '-F CD L n ' Tt a)v C m Cm NE 7U D a JUN 12000 A CV PERM CENTER TITLE JOB NO. TIP. EXTERIOR WALL CCNSTRIICTIO1 PER PLAN (DM SLEET A -U LOCATE SWATTING JOM • COTEN rEMER SCUD BLOCK. • RTT JOIST . P T • ExTALL I ■.T FONT LOAD BEAR. FER PLAN TREATED ND SLL SEE FOUDATEN DETAL(S) 1TP. FLOOR FRAP!Y PER PLAN ow. 6 SLEET A -U FRAMING/FOUNDATION CONNECTION ®�MING/FOUNDATION DETAIL 3/4W - oeao oasoo-os TJ L 1,311 , SE "16th ST Bellevue, Wa81 t M OM TCP PLATE NAL. PER SEAWALL SCLECU.E B OTTOM PLATE NAL. PER SEAIGALL sDEDLE PANEL EDGE +FELD NAL. PER SDEDLE TA BLODG DR. TA ROAR CGRBTRCTKN TTP. WALL CONSTRCTIOI EIN WALL 9EATHIG PER SCHEDLE SHEAR WALL SHEAR WALL PERPENDICULAR TO FLOOR JOISTS (6 .-PERPENDICULAR TO FLOOR JOISTS f 3/4 -0' nmaoeno-ie 3/4 4-O' 170.0000.07 S OTTO PLATE HALM PER SEAR/ALL SCHEDUE PANEL EDGE a FELD NAL. PER SCEEOLLE TA FLOOR JOTSTS PER PLAN ALAN TA FLOOR JOIST W WALL TOP PLATE NAL. PER SEAWALL SDEDW.E TTP. TA ROOK COSTRTCTION TYP. EALL CO STRCTEN WITH RNLL SEATHLNG FER DC+ED• • NAL ROOK SHEATHING NE AREA 111111 10 EDCES 10 d • D oz. FELD E LOCK ALL EDGES led •6'oc FLYUDJD TO BLOCKING B OTTOM PATE NAL.. PER SEA /WALL SOECALE PATEL EDGE a FELD NALPG PER SCHEC LE TJI MOO.* BLOOM. ALL EDGES PAVEL EDGE + HELD NAILING PER SOHEDLE TOP PLATE HALING PER SHEMiW.L SCHEDULE TYP. WALL CO STRCT1LN ERN WALL SEATHNG PER CU F NAIL FLOOR SEAN. T. AREA ETD 10 d•6 oc EDGES 10 d • War-HELD BLOCK ALL EDGES BORN PATE NALNG PER SEARWALL SDEDLLE TOP PATE NAILING PER SEARUALL SLHEDU.E TTP. WALL COETP CTION WITH WALL SHEATHNG PER SDEDLLE STANDARD SHEAR DETAILS & SCHEDULE PANEL EDGE + FELD HALM PER SCIEDLLE TA FLOOR JOISTS PER PAR TJI BLOCK.. • ALL PANEL FIXES PANEL EDGE a FELD RALEG PER SCIEDLLE i 1 1 ,1-4, iI oral * "j I___�T_ /�T�TA i EXTERIOR SHEAR WALL PERPENDICULAR TO FLOOR JOISTS 3/4• f-Or T7O-c" SHEAR WALL PARALLEL L O TO FLOOR JOIST- OFFSET CONDITION L O SHEAR WALL HOLDOWN tmm.oeao �7 3/4'4-0' TOP PLATE NAL. PER SEAWALL SCHEDULE BOTTOM PLATE NAL. PER SEAFIALL SDEDLLE IO • 6 or. PriD. TO WI JOE/ PANEL EDGE a FELD NAL.G PER TTP. EXTERCR WALL COL8TRCTICN URN LULL SNEATN.G PER SCHEDLE TTP. TJI FLOOR CONSTRIOTIOI TaA PAEL EDGE BLOCKING TIP WALL C NSTRICTI. UITH WALL SWATH. PER SC EDLLE TTP TA MOOR COH5TRCTKN BOTTOM PLATE NAL.. PER SEARAALL SDEDLLE IO d NAL •6' oz. PLYRp. TO R.I JOIST PANEL EDGE +FIELD NAL►G PER SOEDI E SHEAR WALL PERPENDICULAR + 11 TO FLOOR JOIST - OFFSET CONDITION °CANTILEVERED FLOOR JOIST 3/4W -0' �.� d NAL •b oc TAD. TO TA BLOG'N3 TOP PATE HALM PER SEAR:DLL SCEDLE DP. WALL CONSTRICTION AFTH PALL SEATIIY PER SCiEDLLE D2000 -176 n it �;I A mmuirraTA mm aN TYPICAL LULL COISTRCT CN TRI/ UAL. SHEATRNG PER SDEDA.E TTP. TJI FLOOR CCNSTRCTION Bona., PLATE NAL.G PER SIEARIW.L 60EDLLE TOP PLATE NAILING FER 51 SCHEDLE ANCHOR GAT PER E EDLLE SEE MOIL DETAILS FOR FOUNDATION CONDmOM SHEAR WALL PERPENDICULAR TO FLOOR JOISTS el FOUNDATION " / ) 3/4 =f-0 17070.03300.01 TYPICAL WALL CORSTRCTION WFTH WALL SWATHING PER SCJfDLLE TTP. TA FLOOR COeLSTRCTTON BOTTOM PLATE NAL.G PER B EARWALL SOEDLE TOP PLATE NAL.IG PER SEARYALL SDEOA.E ANCHOR BOLT PER SCHEDULE 5EE ARCAL DETAILS FOR FOUWATRON C,ONDITIOG SHEAR WALL EXTERIOR SHEAR WALL SHEAR WALL PARALLEL PARALLEL TO FLOOR JOISTS O PARALLEL TO FLOOR JOISTS a TO FLOOR JOISTS ® FOUNDATION 3/4 f - o 17070-0000.03 6 3 /4=f -O 1770.0600.02 2 3/4'4 - SHEAR WALL 0 CRIPPLE WALL 3/C4 17070-03306- 03 CRIPPLE WALL iDiv. 6! SHEATH.. PER $DEDLLE PANEL EDGE +FELD NAIL . PER SCHEDULE ANCHOR BOLT PER SEAW<RWALL SCHEDULE (L M BAR CCNT. (Div. 3) SHEAR WALL 4 O0 CRIPPLE WALL - INTERIOR 17070.0“0-24 4 3/414-0' L ROTE: AU. E.FOR'IATIG.I CN 11415 SHEET 15 NOT HECE55ARILT INCORPORATED MTO PROJECT. COORDINATE WTH PLANE. 1 ftg I a %Yi4iTITI'.'LT M TW4i4itW if ti I aminvemin smut imolai. 21 In 0 0 0 0 tam 2 0) r r O 33 0 0 1 0 0 z o J O 4 •n 0 :A (» �I _ I • Kpphr Architects. P 14311 SE 1 6th UT Bellevue Washln ton 9800 x, , .• u (425) 641 -5320 Fax ( 6415318 M STANDARD D ET.A,IL SHEET Date By Deeate F „r DI r HCMIi$ $t s mil 1 .1 NOTE; THIS S la A STANDARD ,DETA,LS SHEET PREPAIRED FOR SINGLE FAMILY G TYPE V ENERAL T CT CONDITIONS. NOI AILS DETAILS HAVE cBEEN N PREPARED ,ARE O COVER �NECESSARILY,INCORPORATED INTO THIS SP.ECIFIG PROJECT, COORDINATE SuEfaLES oN F6AN$, . , r ,._ I ftg I a %Yi4iTITI'.'LT M TW4i4itW if ti I aminvemin smut imolai. 21 In 0 0 0 0 tam 2 0) r r O 33 0 0 1 0 0 z o J O 4 •n 0 :A (» insimm fillp mom= iliiimui garaifo remisrasiman E imiquinimi en...4101-- affasim 4 ... ,..... ii ....... u ,,,,,,,,... ate= l or 4140111malumaliffermr. samsammo maliiiimsom=.... raz .- mte ,m.,W. .....1tral :=1 , m ,== 3111VER DIM wimmorma, cb KAgosommamingsmataramgm ,mmiraosommium awn! mmaimmovhaillk 6= 1 'Timillup 411111V Kamm 'AN — .aunium lormailma IlfrigraimiserfN li I L Nommostren =I i swain maw =I ..„ . ....... mi.. 6-,.... . mow Ism ........ i.. 12:2 - fir 0........=Nowes.... _ =........m.• 4 r " vii simomme nr ?9I -------. 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