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Home My WebLink AboutPermit D01-153 - FOSTERVIEW ESTATES - LOT 31FOSTERVIEW ESTATES LOT 31 13710 42 AV S D01 -153 City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: 61200 -0:10 Address: 13710 42 AV Suite No: Location: Category: NSFR Type: DEVPERM Zoning: Const Type: Gas /Elec.: Units: 001 Setbacks: North: Water: 125 Wetlands: Contractor License No: DUJARD0204L0 FOSTERVIEW ESTATE=, - LOT 31 13710 42 AV S, TUKWILA WA 9818E DUJARDIN DEVELOPMENT CO PO BOX 5308, EVERETT WA 98206 JOHN KAPPLER 14311 SE 16 ST, BELLEVUE WA 98007 DUJARDIN DEVELOPMENT CO PO BOX 1059, SNOHOMI'SH WA 98291 * k k * *** A* * ** k * ** A k A k* .k k A k* A k k A k k k k k w k A k k k k A k k k A .k k k k * A A A * k A A A k k Permit Description: CONSTRUCTION OF A NEW 2,060 SO FT SINGLE FAMILY RESIDENCE, 523 SO FT ATTACHED GARAGE AND 124 SO FT COVERED DECK. AREA. PUBLIC WORKS ACTIVITIES INCLUCE:ACCESS,LAND ALTE- RING AND STORM DRAINAGE. * A k k k* k k* k k k A k k A A k k* k k A k k k k k A k k k k 344, k k k k k k k k k k k k k k k kA k k A t A A k k i k it A A kA k A A k* k k A A AA A A A Construction Valuation: l; 189,306.14 PUBLIC WORKS PERMITS: AtWater Meter Permits Listed Separate) Eng. Appr: Curb Gut /Access /S i dewy l k. /CSS : Y Fire Loop Hydrant: N No: Size( in). .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Cut: 38 Fill: Landscape Irrigation: N Moving Oversized Load: N Start Tithe: End Time: Sanitary S i d e 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 k k'A k'k k A A* - A A k k A k k k k k k A k* A k 'A k k k A* k* A A A A k* k k A A A A k k A k A k k k k A A k A k A k k k k k A k k A A A k k k A A A 1 TOTAL DEVELOPMENT PERMIT FEES: p 1,644.25 A* k k* k k k A k A A A k k* k* A A* A A* k A k A A A A k k* k A A A A k A k k A k k k A k k A A A A A A A A A A A .A A A A A A A A A A A A A A A A AA A i A OCCUPANT OWNER CONTACT CONTRACTOR WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OwN RISK. Permit Center Authorized Signature: .0 South: .0 East: .0 West: .0 Sewer: VAL VUE Slopes: Streas: I hereby certify that I have read and examined this pei nit. and know the saw& to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether :pecif'ed herein or rioC. The granting of t h i s permit doe's not presume to g i v e authority to violate or cancel the provision of any other state or local law'_ re9u iat• my construction or the p e r ' f c r o r ' nt;.e of work. am at: th:tr 1 zed to .4r for d r . u i c t.:t i n t h i s development t Signat.ure: Print. Name:_ This permit sr I t become n l and ,C''.a iT =he work is hut i80 days from the date of issuance, or i , the , +vl!rC•, 1: suspended or nl7Cn'_ Cy. for a pe 'irod of 130 days from the last in' pest Liri. DEVELOPMENT PERMIT (206) 431 -3670 Permit No: 001 -153 Status: ISSUED issued: 09/11/2001 E1 p i res: 03/10/2002 Occupancy: DWELLING UB:: 1997 Fire Protection: N/A Date:L� � . . Phone. Phone: 425- 334 -_012 Ph:,ne : 425 -641 -E":320 A k .k k k A k k A A k A A A A A A A A Date: t' - // "n 137 Address: 13710 42 AV S Permit No: D01-153 Smite: ► Tenant: Status: ISSUED Type: DEVPERM Applied: 05/22/2001 Parcel #: 261200 -0310 issued: 09/11/2001 k k ** k k t A •* A k A k** ki k k'k k :A k A,k k k k *A **AA* A A k h. A k A L A A.e A k l A R k A k. A A A A A A &AAA A. A AA A A :e e A Permit C o n d i t i o n s : 1. No changes w i l l be made to the plans unless approved by the Engineer and the Tukwila Building Division. 2. Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identi- fication showing the fire performance rating thereon . 3. All construction to be done in conformance with approved plans and requirements of the Uniform B u i l d i n g Code (1997 Edition) as amended, Uniform Mechanical Code (1997 E d i t i o n ) . and Washington State Energy Code (1997 E d i t i o n ) . 4. Plumbing permits shall be obtained through the Seattle-King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296 - 4722). Notify the City of Tukwila Building Division prior- to placing any concrete. This procedure is in addition to any requirements for special inspection. 6. All wood to remain in placed concrete shall be treated wood. 7. Validity of Permit. The issuance of a permit or approval Uf plans, specifications, and computations shall not be con- strued to be a permit for, or an approval of any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be v a l i d . 8. Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (248 - 6630). 9 . There s h a l l be no occupancy of the b u i l d i n g ( s ) until the final inspection has been completed by the Tukwila Building Inspector. 10. All ►mechanical work shall be under separate permit. issued by the City of Tukwila. 11. VENTILATION IS REQUIRED FOR ALL NEW ROOMS AND SPACES OF NEW OR EXISTING BUILDINGS IN CONFORMANCE WITH THE UNIFORM BUILDING CODE AND THE WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE, CHAPTER 51 -13 WAC. 12. Al 1 perm ►its, inspection records , and approved plans shall be available at the job site prior to the start of any con- struction. These documents are to be maintained and avail- able until final inspection approval is grunted. 13. Contractor shall notify Public Works Utility Inspector at 206 -433 -0179 of commencement and completion of work at. least 24 hours in advance. CITY OF T UKW I L.A ALL CONDITION'S OF FOSTER VIEW ESTATES PLAT APPROVAL SHALL BE MET, SEE L99 -0018 SHY 4 OF 4 WHICH IS PART OF THIS SUBMITTAL. ALL STORM DRAINAGE PIPES SHALL BE ASTM -G 3034 14. PVC SANITARY SEWER PIPE WITH GA'SKETEf'r JOINTS OR AD'S N -I2 PIPE. THE GEOTECHNICAL ENGINEER SHALL PROVIDE CERTIFICATION ON A LOT BY LOT BASIS THAT THE WORK HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH THE GEOTECHNICAL RECOMMENDATIONS. APPLICANT SHALL OBTAIN WATER METER PERMIT FROM WATER DISTRICT 11125 AT 206-242-9547 AND SEWER PERMIT FROM 'IALVUE SEWER DISTRICT AT 206- 242 -3236. Temporary eros ion control measures shall be implemented as the first order of business to prevent sedimentation off- site or into existing storm drainage facilities . 15. 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 Inspect. ion. 16. The driveway shall be designed and sloped so that drainage from the driveway does not flow onto the e x i s t i n g road surface. 17. Wort: affecting traffic flows shall be closely coordinated with the City Uti l it.ies Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 18. FROM OCTOBER 1 THROUGH APRIL 30, COVER ANY SLOPE., AND STOCrP1LE5 THAT ARE 3H:JV OR STEEPER AND HAVE A VERTICAL RISE OF 10 FEET OR MORE AND WILL BE UNWOPKED FOR GREATER THAN 12 HOURS. DURING THIS TIME PERIOD, COVER OR MULCH OTHER DISTURBED AREAS, IF THEY WILL BE UNWORI'ED MORE THAN 2 DAYS. COVERED MATERIAL MUST BE STOCKPILED ON SITE AT THE BEGINNING OF THIS PERIOD. INSPECT AND MAINTAIN THIS STABILIZATION WEEKLY AND IMMEDIATELY BEFORE, DURING AND IMMEDIATELY FOLLOWING STORMS. FROM MAY l THROUGH SEPTEMBER 30, INSPECT AND MAINTAIN TEMPORARY EROSION PREVENTION AND SEDIMENT AT LEAST MONTHLY. ALL DISTURBED AREAS OF THE SITE SHALL BE PERMANENTLY STABILIZED PRIOR TO FINAL CONSTRUCTION APPROVAL. 19. I hereby certify that I have read these conditions and will comply with them as outlined. 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 provisions of any other work or local laws regulating construction or, the performance of work. Signature: 0 Print Name: CONTRACTOR r�� Cate I hereby certify that I have read these conditions and will coir:p l y • with them as outlined. Al 1 prov this work will be com'`ied with, The granting of this permit does violate or cancel the provisions regulating co or the Signature: Print Name: i s i ons of law and _ordinances govern i no whether s pec i f i e herein or not. not presume to g i v e authority to of any other work or local l aws erfor ce of work. . Date: __RAA Project Nal etTenant: •• i • . . • • 2 '3 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Value of Construction: e ► / Site Addre L 3 0 Lland 4 C. City State /Zip: Tax Parcel Number: Prope 4 Owner: , ' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. Phone: Street • • tft ss: s 'o ri_ 5 o g ii ': .1 City State /Zip: •• ! I Contractor: Phone: Street Ad ss: a.Io✓C, City State/Zip: Fax #: " Pho e: Street/ c(dress: / Li • �r . City State/Zip: ., 0' WI ,t•• Fax #: . 25 (o / 3iS Engine:: , Phone: Street Address: g o 4 c. t) ' v 6 Cit State /Zip: , •, c • q ' Fax #: 44 z,s -775 D2.3 c Contact Person: A,_ , 1/ 'Ji Phone: r Street Ad e -s: City State/Zip: Fax #: 0 Description of work to be done: New a P 1c Yam_ cz 'b(\ OO -' 0(o3 ..___. 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: ® Sewer ❑ Septic (King County Health Dept. approval required - 296.4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Dock(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: ZO.9 O sq. ft. Dwelling I2 4 sq. ft. Covered Deck(s) S 2?) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) a: 'For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling ' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. CITY OF TUK �y'ILA Permit Center t3300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 F r ' STAFF USE ONLY Project Number: 120 I— Permit Number: Single - Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT-REQUEST FOR-PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE; FOLLOWING: Additional reviews shall be determined b the Public Works De • artment ` ❑ Channelization/Striping '2. Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): , ❑ Flood Control Zone ❑ Hauling Land Altering: 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public •.$torm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent It Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: PLEASE SIGNBACK OF APPLICATION. FORM SFPERMIT.DOC 2/13/97 Date application expires: I— i gz - 1) Application (t tp en by: (initials) BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: Print name: S ? ,er U L_dGIA_ Phone: Fax #: Address: City /State /Zip: v . avowir i i elt e ALL SINGLE- FAMILY RESIDENTIAL PERMIT APPLICATIONS MUST - SUBMITTED WITH THE FOLLOWING: DRAWINGS PREPARED ! A REGISTERED ARCHITECT OR PI .JFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), Z show proposed and existing power, water and sewer lines, existing storm drainage system, i downspouts and foundation drains, and where drains tie -in. w 7. Parking plan. 6 D 8. Lowest building elevation (if in Flood Control Zone). O 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. co O 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. co I 1 1. Identify location and size of significant trees that are located in sensitive areas and buffers or the co w shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). w 0 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the 2 high water mark. 5 L.L. a 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form co H -9). 1- w ❑ ❑ Foundation plan and details ?h ❑ ❑ Floor plan LU ❑ . ❑ Roof plan D w D ❑ ❑ Building elevations (all views) o cn ❑ ❑ Building height Q 1' w ❑ ❑ Building cross - section H 0 ❑ ❑ Structural framing plans and details necessary to completely describe construction - z C:1 E Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available v cn at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. V- H z ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPERMIT.D 2113/97 ...r ,•-• ' 'P' 7'7 — 77 - 77-1 - 47:`: - .. 7 iitA*A*AA*A***AAA4.*A*A*8-AA4*:8*****A.A*AA* CITY OF lurwiLA, WA 1F:-M]1 TRANSMIT Numtier: P01(116 Amovnt: I C 1212t Payment Method: CHECg Notltion: DDJARDIO DE',JEI.OP (nit: '31: ..- - - PormIt No: D01-1.53 T Ot:VPERA DEk)ELOPMENI PECIIT 1 Parcel No: 261200-0:310 lite Addrell: 1$710 •2 AV S Total Feei: 1,. This Payment 1,644.25 lots! ALL Prat::: 1.744.25 Balico: .00 ;4**4**4**It**,‘**Ai,A***4#*4*.i.*****A**4:iAA,i4*,-/iit***A*#*-if Account Code 000P,i;22.100 000/345.830 000/386.904 000/342A00 412/342.400 000/322.100 000/345.8:10 • De5coiption BUILDING PLAN CHECg - UTTLIT't SlATE BUlt..D1HO SURCHARGE IN3P FEE - UTILITY INSP FEE - STORN DRAIN LAN* ALTERING PERMIT FEE LAND ALTERING PLAN CHEC •■,- cr OF 1LIKWILA. J1 0**************** 114ANSMil Number: Payment Method: Permit No: Parcel No: Site Addren”: Iota] Fee: 1,602.25 rhiti Pnymont 100.00 rota1 ALI Pmtti: 100.00 Balance: 1.502.25 *******A****kk*****4*********************k************A********* Account. Code DoocrIptIon Amount 000/345.1130 PLAN CHECK - RFS 100.00 • • ' A******Akk************AkkA****krckkAk*********AA WA IHAN5M11 ****A 'k*A********0(A*****AkkAkk* k********* R010066.3 Amount.: 100.00 05/77/03 11:42 CHECK Notation: OHJARD1N OUVULOP lnit,: HLH D01-153 lype: OUVPURM DE VI I OPMEN1 PIRM11 761200-0310 13710 42 AV S —,7 rri273 Taiq ...r,• ;4, 4'; COMMENTS: Type of Inspection: I f t /.) e_ ( Address: /37/0 y�ah`t,r1v iif )Q Z,. t 17■71' 6 +s -341. , Request er: % Pi; Phone: I A . : ..),' --)Y i / { r t i Project - 1 (_?_% WI al ( L A) w 4, - 41 Type of Inspection: I f t /.) e_ ( Address: /37/0 y�ah`t,r1v r . , Date called: c >yft�i /cs) Date wanted: 1 ' `/J ( . i, . tr a.rn. ) .p.m. Special instructions: Request er: % Pi; Phone: I A . : ..),' --)Y i / LA W U Approved per applicable codes. L 7 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. Pr jec i Type of Inspection: n d • • I_ _{ Date called• pedal instructi•ns: Date want 0/ L 1/S f o: p.m. Requester P ne• S) 1.30- -- efc/4 f 7 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 S Approved per applicable codes. JJ Corrections required prior to approval. COMMENTS: INSPECTION RECORD ' Retain a copy with permit V t') Lv\ � 0O r-3 PERMIT N (206)431 -3670 Inspector: YNctv Vez_rni_i Col/op -4-te._ Date: Ei $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: _COMMENTS: 6 4:: P.MA- •R..tc wA. & 41A C- J — VY' Vjui 0 a Ik e Date c d : l y ArZ_ 46 17, R,,::„L-k° �.�11.�.... -1 c�► C? p c.�,- - ,...,,..:<, OiodV .e aZ.I1.ee -C..ADZY i Date wanted: J / ' 1 - -- Z- C S) (4 0 C ,k,-14 J.a -COQ Frr, - C ep ,l \S e: 2 ''.--. Z'a -9 4, a cl Pro' t: ©© - V � .c� � Type of I spection: t.vt c Address: 137 Id L i z.- NO Ik e Date c d : l y ArZ_ Special instructions: A) ---:- - 12r Date wanted: J / ' 1 - -- Z- / (t3 Requester e: 2 ''.--. Z'a -9 4, a cl INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 % Approved per applicable codes. Inspectd INSPECTION RECORE' Retain a copy with permit LSD }- /53 PERMIT NO Date �-I /ate / 47.00 REINSPECTIONkEE REQUIRED. Pridr to inspection, fee must be paid ,a� 6300 Southcenter BIv , Suite 100. Call to schedule reinspection. i (206)431 -3670 Corrections required prior to approval. Receipt No: Date: Project: , )CCtt( w — LC/ 3/ Type of Ins ftion: . 1 (<t�1�)t;11,119 t - 1111{.0 Date called: y - 2 — f,. Addl / 370 T /`+ 1 a ht) So . Special instructions: Date wanted: '/-4 -O �i p: Requester: Phone: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 1171 INSPECTION NO. i n .") INSPECTION RECORD' Retain a copy with permit b / - /S3 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: A i ( Date: 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: Project: 1. r . ti " 3 Type of Inspection: . Address: 12,1 in ' 4,) S Date called: LI. _ 0) Special instructions: Date wanted: A , 1 G„1 a.m. p:m. Requester: 6r . Phone: GIs INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Inspector: Ql INSPECTION RECORI( Retain a copy with permit PERMIT (206)4 1- 670 (fit( Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ! ( ' C VV`f( — tt Ciri Y►� Date: )_21_2 I 0 J U $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: Pr 'ect: ' & VI T yl fe of n ectipn: f r'l..( / ( ,L / / /0 A dre -_, iic,) 442,,,,,,,,/ fu , ! , Date called: ' 2 - k :7 - ecial instructions :44 htl i ...6 t t . 2 Date wanted: . , fl I� `'" �C �p.m. �.rn,.J Requester.; -tiI. r'r1d. Phre.i.--- -, c. .‹Lr..._ _ -& ,i,,,, Oiy INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION ,300 Southcenter Blvd, #100, Tukwila, WA 98188 N Approved per applicable codes. COMMENTS: Inspector: Receipt No: INSPECTION RECOR Retain a copy with permit Date: PERMIT NO. (206)431 -3670 Corrections required prior to approval. Date: - 6 ` c $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Projec • !r! c�c., - f " 31 Type of Inspection: ; E-t� . (,�t.��' f t Lc t I r res i v i 14 a n r. Date called /; c t Special instructions: Date wanted: / a.m. Reques• 5) ) - g4 0L INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 U Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: /Jot mod, Date: PERMIT NO. (206)431 -3670 $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: COMMENTS: -- , 4 3 Msyerionm . Date call • , 24 / 9102 Date wanted:, a.m. ,.4 2492- p.m. AcI dt�ess• . - 710 ,,4.0 s Special mstructio s: CQvv1 el-e-le.. ` G r. � Requester: pprOvP 1,0p ii V\ C44 : (Iv ' • o fe a) V t ►CXJV Y\ &.v CA 4 I O o . M: jVC ( trC<c ■ 1 v1 C NL. Ot1!' Q i rO Ve(/� _ m fr.( 0- , -- , 4 3 Msyerionm . Date call • , 24 / 9102 Date wanted:, a.m. ,.4 2492- p.m. AcI dt�ess• . - 710 ,,4.0 s Special mstructio s: r. � Requester: Chlopc.. � 330_9 o- INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO, (206)431 -3670 Approved per applicable codes. 0 Corrections required prior to approval. Inspector Date: 2H9 02 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [Receipt No: I Date: COMMENTS: _TI of Inspection: / 4 Ix a14(' L-0-1.xst- Ad ress: D if t Y ' A-ce .-s - Date called: R 1A/0 q FI r- C 1 ils" t VA 4 7 0 i 4 C ( . 1 0 \ \ C - 1 Date wanted: ( a.m›, a740, ---p;m-r--' 110/ k 1 \ (-) - C C) v ., i t.N.)(X 1 1 I. ` LA el 4 I 0 1 .• k() v\ A c . 0 )v '' Oef e \ c IN. 0 ,.\ c r - , t A , PALS . 11 i k0'4 I" CI ... ''\ s ci ' t o v . 1\ V(: e '4 D 0 v CvN LA-Ick 1 • 'i ' " "P . ..-• I 1 i . - i - t. ) iD-k I o' N r.0 .('' _ /I .-' 100 V a b0 0 •.i C . r if-; Z \ 0.... r V( t i.A. i S 90 ( 4" 1 \ L) ei 4. t ri i... ei IN r. V6 V h -,p tr Ct 1 )0/ (') VIP (4 a r ject: I _TI of Inspection: / 4 Ix a14(' L-0-1.xst- Ad ress: D if t Y ' A-ce .-s - Date called: R 1A/0 Special instructio s: ... , () Date wanted: ( a.m›, a740, ---p;m-r--' Requestpr:a, .'t.W■et '04 - CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter 131vd, #100, Tukwila, WA 98188 INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit I- 5,3 PERMIT NO. (206)431-3670 Corrections required prior to approval. Inspector: • Date: L Z LI $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinpection. Receipt No: Date: COMMENTS: F, I . r )\( \ (' { (-. { Li `i 'i=ce t r t - ✓✓'''`I ; t ( r: t I / 17 d , R 4 -' . t. . ;)% 4 \ i' \ r1 lnfl 11 c,.\ f , L i. Date wanted: a.m. �. :' /1 - Cp.m..' Requester: , 7 .--..f -e • -ice 14:::; ..at b; -r ii <l: _ l c^ i , !+ . l)tX.' ✓' i C44 i ' I\ , t-.{. 0 tJ 1 r ' i Xr4" \ C I r.t Ckt iii i `1>_ t om! rrl t.,l, t i S t 0.. ,- f 0 \i`:'L• ` ` Z } �;" . �. \ 1 • Proi t:�, Type of.tnsp Lion Ad ,, / 3 ,7/ 4 ''YC / 17 d , , Date called: ,v'' r-'" - F o" 7 Special instructions: 7 , �., f f ..^-... ? s Date wanted: a.m. �. :' /1 - Cp.m..' Requester: , 7 .--..f -e • -ice 14:::; ..at b; -r ii <l: Phone: ` ,,, y t INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 i Approved per applicable codes. InspectoF: INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. L PERMIT NO. (206)431 -3670 Date: I ) f $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: I El 3i T e_ of Inspection: ' 7!rtp.,ckit Da, cal5 („ r • P cv , t t' S Specia� instructions: frr 11f 4 �. _ 3 1 • 1 ( r is , . Y -4- Req}}e�e�ter: ) c i (10I.e ti.) MCA E\ S k-4 r GOo 1\ 1,, A et, per ( LA io, \ ‘ .,4 Lerk 1-k L5,,P ' , 7/ 5 c\ rl L4 ) \ ,, c t. •,J 6 ti. r rAcc 11 l o1 c\ tk()WV. f r .1 t 0 .,.) �4•0 �.� � r cjr _ ct' c s 1 i c) Liu vc ;1-}c,c, 42 (ki 1 1 s. e 0 V\ f \ CI 0 L ,l-R_ r? \c+.' C. C�-Y ,-.e.� v'U� t i. » 5 ^'� iT +� { �.) li 1 l 1')% 11 1 a f � l 1� 1\ \) Y - ,C � ; - e r- t '1 1 r tk r A c \i''.:.,....-, - ? \— V/ .<,-,+14,Ct Y om. t i {c, 40 1 oo"T t v-, 1 ,(:' Pro t: , / 1 3 ,• �V-- . /e I El 3i T e_ of Inspection: ' 7!rtp.,ckit Da, cal5 („ E �� ddress '� P cv , t t' S Specia� instructions: D t wanted: Ca.m C 0 . Cr , _ !1 : p.m. Req}}e�e�ter: P ' 3,'D — ` tr f; /-1 INSPECTION NO. RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 ❑ Approved per applicable codes. El 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. Receipt No: Date: Si COMMENTS: L i )0 i ' i/ s. ft 11 vv - V f j' Pe, r' Type of Inspection:_ �_ ccr t� r� l r� Ap'(,,t S 5152, cv"C 1:q5, Z Date called: _ - 7 ,, - Gtr), -) 3 S4 U Ck C. I ,-, r1 c e C, 4 e w a 1 1.5 Al r Date wanted: { 'a.m Requester: Phone: + IN U V ( rC I J ` 1 y\S1 61' I I C vr 0 1 A ) _11,) ` Or( -- 1 !‘ 0-,,-1 ',Aril C Owl I-it T Project: 1 t 1 �; f 1i j_ 3 Type of Inspection:_ �_ ccr t� r� l r� Address: 1 ;11 C0 1- 1.) A O . S Date called: _ - 7 ,, - Gtr), Special instructions: Date wanted: { 'a.m Requester: Phone: ^ � = Nt�'i' • .�:Ya; 7 . -: . .. INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector 9 Date: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: Type of Inspection: kO jj !t si,r Address: • - ) PI etS4e C f i ti'1"I0 vv■ , P) t v\ I1 /1 rkA_ pr A w) -t° , p* ' S 1'6) r,, e 14 Fri 4 c I 'c, v— w 1 AAA (h \ \ ! l 4 " r 0 s vvAv__ r ., v Y (a:m. Irn Requester: �rk v \I Phone: i Project: r{ — t" Q( t' f t / \`P ant ' ) Type of Inspection: kO jj !t si,r Address: • A � Date called: c2 O. Specia instructions: Date wanted: ) . .2 - U) (a:m. Irn Requester: �rk v \I Phone: i INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 1Z(24,. PERMIT NO.le (206)431 -3670 JJ Approved per applicable codes. Corrections required prior to approval. Date: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: ItIJ t \ \ i 4A 7 _ w ^C'I P P I I a I , , . . I Q ,• s)..(:),.. !l LA ) CO jC l \ t ILy I4 Al 4r lt'Pv toy 1 1av"Le r P ( (A.:y 0 r1A h I 1 past] P 1 h - cl r) e r i ()L r7 W Ci4t\ci r t 1. Type of Inspection: 5 rc 11-4( I E. i i- G cT 31 K F : A .er fit/II/L.- Address: Date called: �C 2 A -� 0 2 - - Special instructions: D . to wapjed: 0 ' .m. Requested- - Phone: � 7 .. 7 114 >i ? � INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. s0 (206)431 -3670 El Approved per applicable codes. XCorrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. s0 (206)431 -3670 El Approved per applicable codes. XCorrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: �- 1 '')(1Y1-4 1 y - ,ti P/`! �`x'�YtPtS r �`rlY, rf i ' /..1 ddress: 37 0 t - 7 r) to cm() ('f P 71) 1 . peciaf instructions: 4 i [' 1 ; t C { Ny \ s '\ I ■/ t1 5'1 V' I ,I - N4, S1 °1 k'I{lsf l I r. •) A )4, 3.� f `�lP .« t a . c c 4 r vi (( (I I 0 4 V 0 - f)` C S ) ,- C) r . j I S .) ; v.. [N o v t Ii t, h'1 t . 7> i r "N r r Li ` ( r ; (t [ C CA 1 � -- C.. 1 -2 ) 67 r) 1 - k (.1 -, , );a - \', ( ",1)P \ IOA s I Pro'ect• ; ' 1 it ( 31 Type of Inspection? :I , I:1 -) Li » it L ' /..1 ddress: 37 0 Date called: )1 peciaf instructions: Date wanted: l a. . . P Requester: _ h INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 0 Approved per applicable codes. M Corrections required prior to approval. Inspector.` Date: l z $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: • Date: oje ,� Ty of Inspection: TIT) a Date called: / h / `6 / _ Special instructs ns: Date wante • // 0 / .r ' tt Requester. Phone:, ( 4 C •,.\ 330 - 9 LI INSPECTION NO. INSPECTION RECOR Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 TZL Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspect r: Date: / 4 )/ 7.00 REINSPECTION FEE ' QUIRED. Prior to nspection,ee must be paid at 6300 Southcenter Blvd., Sui 100. Call to sct}edule reinspection. k6 ceipt No: Date: Pr • ect: wri 4. . ,1 A . eress: 71 r' S. 4L L Type of Inspection: -, t4.4...A1d .f. 5/ Date called: pecial instructions: 1 6.0—Vi Date wanted: 1 n f Q.riir: ri7m7 Requeste rc --;t _.- _E.../.) Phone: a,?) *ow 4 --" 19 .1 1 1' INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 *N g Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspect° : I Date: / / 1 4 • 4.4 1 I; / et 7.00 REINSPECTIO FEE REQUIRED. P ior to inspection, fee must be paid 'at 6300 Southcenter Blv ., Suite 100. Call to schedule reinspection. (ceipt No: Date: PERMIT NO. (206)431-300 ' ft , COMMENTS: Type of Inspection: o Addrls7 .j 44 Date called: + ! ! i Of OA ( M, , t ti tt i t k-r 4..(A). (- t L.. - Th i. Cot a2 1b 1 ,C tcwit-4A a, Phone: Mom N. AJ . (1► Bfvn N fi . (oeiva fiLutx N. C (i.ii u t .11/r c 1 gma , Project: r► , � ` r `6 � , i ti Type of Inspection: o Addrls7 .j 44 Date called: + ! ! i Of Special instructions: tt Date wanted: It- t 1 a.m. p.m. IT7 t., uA,C-0 Phone: p INSPECTION NO. Approved per applicable codes. INSPECTION RECOR Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Corrections required prior to approval. Inspector: 6?\) Date: 1 $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: role I C f`VVk'ti — C 7 ') C Type of inspection: t COt n TT)(t(t h v Date ca led: J IC ed Address: L ress: 1 0 2 • , S Special instructions: Date an 1 C' C' I :,m,,) p.m. Requiter: Pht7 310 ..... c?6, 17 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Inspector: INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. a y Date: ID I t $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: Pro'ect: i' 1/ tU -�" I- c� 3 1 T .e of Ins ec ion: 'al If i f - - Address: 7/o L . fr.l ; ate ca ed: p i Special instructions: Ol w# h a.m. J Requester: M / Ph a /1.. .'ll. D7_036O INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Receipt No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: n Date: / $4�7 dQ REINSPECTION FEE EQUIRED. Prior to inspection, fee must be paid (6300 Southcenter Blvd., 5 ite 100. Call to schedule reinspection. Date: PERMIT NO. (206)431 -3670 Project: ,S * 1 Viet) ` L01 3) T e of Inspection: Ut.'t'�'�r;H Ccr'/7 ddress: X710 1 /2 v ate ca led: IC / Special instructions: Pc:7,< !.c'no Date wa ted: Iue /it � a R e ue te � M d Pie. P C(0 -- 9,7 7` 03 8?) INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 COMMENTS: 0/ To ,'on /2. Insp tor: (( Date: �� A/f .r . � C C, I /O / / 4 i 7 7.00 REINSPECTION FEE REQUIRED. Pr' r to inspection, fee must be . paid at 6300 Southcenter Blvd., uite 100. Cal o schedule reinspection. Receipt No: I Date: Approved per applicable codes. J Corrections required prior to approval. August 3, 2001 John Kappler Kappler Architects 14311 SE 16th Street Bellevue, WA 98007 RE: CORRECTION LETTER #1 Development Permit Application Number D01 -153 Fosterview Estates — Lot 31 13710 — 42nd Avenue S Dear Mr. Kappler: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, the Building Division, Fire Department and Planning Division have no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. 1 have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accented throueh the mail or by a messeneer service. I f you have any questions, please contact me at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator encl xc: FileNo. D0I -153 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 • Tukwila, IVashinbton 98188 • Phone: 206- 431.3o70 • Fax: 206 -431 -3065 Steven M. Mullet, Mayor Steve Lancaster, Director TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Subject: Plan Review Fosterview Estates, Lot 31 Tukwila, Washington Reference: Fosterview Estates Summary Report, Geotechnical Issues, compiled by Terra Associates, Inc., December 16, 1998 Dear Mr. Fowler: As requested, we have reviewed architectural plans prepared for Lot 31 of the Fosterview Estates project. The purpose of our review was to verify that the plans are in conformance with the recommendations presented in the referenced report compilation, and to provide additional recommendations as required. Project Description We reviewed the following plans: • Sheets P1.0 and P1.1, Architectural Site Plans • Sheet P2.9, Architectural Plan • Sheet P6.5, Site Sections for Lots 31 through 34 The project plans we reviewed, prepared by Kappler Architects, P.S., indicate that a two - 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. 219.5. To achieve the planned finish grades, it is anticipated that temporary excavations of up to four feet will he required. It is not anticipated that any significant fills will be placed on the lot. Minor fills will be required to create finish grades for the driveway. After completion of foundation walls, excavations will be backfilled. May 12, 2000 Project No. T- 1515 -2 12525 Willows Road, Suite 101, Kirkland, Washington 98034 • Phone (425) 821 -7777 Mr. Bill Fowler May 2000 Discussion and Recommendations Based on our review, it is our opinion that the plans are in general accordance with the recommendations presented in various reports in the referenced report compilation. The following discussion and recommendations are based on our review of the current building plans and the conditions existing on the site. Excavations and Earthwork The site plan indicates that temporary excavations up to four feet may be required to construct foundations for the residence. It is expected that the excavation will be made through 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 suggest that the recycled concrete previously placed on the site be used to backfill all foundations, and as additional fill wherever possible. To prevent contamination, this material should be kept separate from the native materials on the site. As an alternative, imported pit -run gravel soils may also be used for backfill. Foundations The foundation excavation on this lot is expected to extend into competent native soils. These soils are moisture sensitive and subject to disturbance in wet weather. If the bearing soils become disturbed, they should be overexcavated and replaced by materials such as recycled concrete or quarry spalls. Foundations should be designed and constructed in accordance with the recommendations presented in the referenced report compilation. The foundations should be designed for an allowable bearing capacity of 2,000 pounds per square foot. 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. 1/0 °'''" - ' I T A P -. osta;Ph s =r ngineer And Presi 1 5 "/ 2--k'y R 9 I VI9ohn•KapplLr, Kappler Architects, P.S. Project No. T- 1515 -2 Page No. 2 WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 06/13/80 FILE: K: \ \KAA \ \99\ \99085 \ \9908522.WS Homeowner: Builder: Site: DUJARDIN DEVELOPMENT PLAN #2060 The PROPOSED design *COMPLIES* with 1997 WA State Energy Code. COMPONENT PERFORMANCE ENERGY - BUDGET REFERENCE DESIGN Component Floor Glazing @15% Doom AG Wall Ceiling. Attic Infiltration PROPOSED DESIGN COMPONENTS Component Description Floor R19 vented Joist 16oc Glazing @16% * *vinyl clr /air Doors Wood 1 3/8 ", solid flush AG Wall R13 STD Lap Wood Ceiling R38 blown Attic STD baffled Infiltration Standard Air Sealing Struc Mass Light Frame, Sheetrock walls REFERENCE 434 8.35 Analyst: MATT MERCER Jurisdiction: Utility: House Type: Single Fami rp - 6 VMA Floor Area: 2060 ft2 14d0 Weather Data: Seattle, WA µ Climate Zone: 1 }.,01MG PROPOSED 437 Btu /hr -F 8.31 kWh /ft2 -yr Reference Value X U -0.041 U -0.650 U -0.390 U -0.062 U -0.036 ACH -0.350 Reference UA Value U -0.041 U -0.520 U -0.390 U -0.082 U -0.031 ACH -0.350 Proposed UA Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non - standard values - check calculation of thermal value. Page 1 HOUSE ID: 99085.22 civ 0 ° ) 4 o reco Area = UA 1254 51.4 309.0 200.8 38.0 14.8 1971 122.2 1254 45.1 16653ft3( 106.7) 434.4 X Area = UA 1254 51.4 332.0 172.6 38.0 14.8 1948 159.7 1254 38.9 16653ft3 (106.7) 437.5 M- 3.000 2060 6180 WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 06/13/80 FILE: K: \ \KAA \ \99\ \99085 \ \9908522.WS HEATING /COOLING /VENTILATING SYSTEMS Heating System Type: Make: System Efficiency: Modified Efficiency: Design ACH: Desi Load(at 44F dt): Duct Losses(% Dsn Load): Total Load: System Size (Output) : Average Annual Heat: Annual Cost: Ventilation System: Cooling System: SEER: Cooling Load(at 4F dt) : System Size ( %Over) : Annual Cool Requirement: PROPOSED DUCT SYSTEM SUPPLY RETURN GLAZING ORIENTATION South . 83.0ft2 Southeast : East Northeast : Eff S Glz: Solar Access: 83.0 5.2% Location PROPOSED Gas Furnace DEFAULT 78 % 0 64 % Vented crawlspace Attic or garage 0.60 28099 Btu /hr 5229 Btu /hr(19 %) 33329 Btu /hr 50000 Btu /hr (150 %) 85 MBtu $ 474 Integrated Spot & Whole House 0.0 O Btu /hr tons ( @125 %) kWh /yr Partially Shaded Avg Rvalue R- 8.0 R- 8.0 Surface Area 250.0 ft2 50.0 ft2 PROPOSED PROPOSED North 83.0ft2 Northwest : West 83.0 Southwest : HOUSE ID: 99085.22 Economic and energy consumption estimates are designed for comparative purposes only. Actual cost for heating will vary depending on weather conditions, occupant lifestyle and other factors. Page 2 Kapp ler JOB NAME: JOB NUMBER Copyright 1994 Associat s Architects Dujardin Development Fosterview Estates Plan 2060 DATE: BY: 2/25/00 99085.22 MJM WINDOW TOTALS ROOM NAME WIDTH (IN FEET) HEIGHT (IN FEET) AREA (IN SQUARE FEET) QUANTITY (HOW MANY) TOTAL AREA (IN SQUARE FEET) TOTALS (IN SQUARE FEET) MAIN FLOOR DINING FAMILY FAMILY FAMILY ENTRY LAUNDRY 4.00 _ 6.00 5.00 2.50 1.00 4.00 5.00 6.67 5.00 5.00 6.00 3.00 20.00 40.02 25.00 12.50 6.00 12.00 2.00 1.00 2.00 2.00 1.00 1.00 40.00 40.02 50.00 25.00 6.00 12.00 TOTAL MAIN 73.02 UPPER FLOOR M. BEDROOM BEDROOM # 3 BEDROOM #2 OPEN TO BELOW BONUS ROOM M. BATH 7.00 6.00 6.00 3.00 5.00 2.00 4.00 4.00 4.00 3.00 4.50 3.00 28.00 24.00 24.00 9.00 22.50 6.00 1.00 1.00 1.00 1.00 3.00 1.00 28.00 24.00 24.00 9.00 67.50 6.00 TOTAL UPPER 158.50 SUMMARY TOTAL GLAZING SQ. FT. 331.52 TOTAL HOUSE SQ. FT. 2,060.00 Glazing % 16.1% 8/21/00 9908522 - Glazing.xls Jamieson Consulting Job No. 20181 RETAINING WALL FOR FOSTERVIEW ESTATES TUKWILLA, WASHINGTON NOTE: This stamp applies to the members and assemblies described in these calculations only and is only valid if it is a wet stamp. I EXPIRES 8/23/0/ 1 JAMIESON CONSULTING CONSULTING ENGINEERS PROJECT MANAGEMENT 733 7TH AVE, STE 108 KIRKLAND WA 98033 (425) 803 -2581 FAX 803 -3289 . C J NIIESON CONSL Consulting Engineering & Project Mon :geme -J 901 KIRICI.A-ND AVE STE B•1 • KIRKL4:ND WA 9e033 r'^5) 803.2581 • FAX 425) 803.3289 TYPICAL CANTILEVERED RETAINING WALL INPUT NAME OUTPUT 35 EFP 0.267 Cf 4.67 50 0,67 0.67 0.67 0,67 a w4 w t toe heel H Lf fs fs2 Lf /3 X 2Lf /3 F Fk FS Mot Mr Mu W w1 w2 w3 xl x2 x3 x4 nn . ( 2)#4 d= /6 g= f� :D3'7 hiji Lune r "" 5.34 2.01 1,495 1,732 0.67 0.42 1.34 499 207 1.519 888 1,349 1,010 1,094 375 467 202 1.67 1.00 1.00 1.00 UNITS COMMENT n r e T-.l =410 l=s/ Mx_ /lox' d=4, 111 Foorml& SP 15 do1e,z. 14.1 Oz 4 (207) = 21 JCS %AYE / - v WE V/ JCE NO. 20 lei OAT_ # / ft3 Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # • ft # • ft # • ft ft ft ft ft - CO23 /4Y4' Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing g t� 9:!T Na. ' -4 " -- 3 11 CLE/riz 41 0 „ 5 1' 1/ r 0„4. _v "DJ a (4#4. Top 11[17111 n r! g / o,c. CE40z ficlwA 4Jcl( 4 5E4) (3) #4 ca JC 961 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803 -3289 J.A.MIIESON CONSU' TLNG Consulting Engineering & Project S._ .agemcnt INPUT NAME OUTPUT UNITS COMMENT 35 EFP 0.267 Cf 5.33 50 0.67 0.67 0.50 1.33 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 #1 ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft ' # - ft # - ft # -ft ft ft ft ft = to Ks/ / 5 g zsoo Fs/ NM) ST a/gr..e spkv ' Fag 54/2) �U A 04 d 23'1 5 M u = 20 ?j K' zo,3crz) Lrdt /= �,7(,fe ) o8 JCS NAM = r (r M-P tit (0 / J09 N0. Pa/ DATE TYPICAL CANTILEVERED RETAINING WALL Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing 3 "( 2 d(� 6 ff It3( BY %4 SHEET N0. 2 " CF (2),4--rop O tt JC J.4MIESON CONSU. ING Consulting Engineering & project Management 981 KIRKLAND AVE STE B.1 • KIRKLAND WA 98033 t '' c) 803.2581 • FAX (425) 803.3289 INPUT TYPICAL CANTILEVERED RETAINING WALL w/ 50 psf vehicle surcharge NAME OUTPUT UNITS COMMENT 35 EFP 0.267 Cf 6 0.67 0.67 2.00 0.83 a w t 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 # / ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft # - ft # - ft # - ft ft ft ft ' 2o5a7ps1 7= 49 / 1 M= 347' 1,6" 4e frac o< < 1q, ' "oe 4G l('o.c, Ada= /19r i SL..m /N& , oo 6 S 44)$ ,E /O t zo'tJ TA JCS NAME V/Xlik/ J03 NO OATS SHEET 1� N0. 1151 C= zo ( 0! 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 S • • S'1 /0" SY V3 L (2)44.71;? IJ.S. Iiz 4 J 0 1c, ( 9)44 cola 2)Gd To. JC JAMIESON CONS' ,ING Consulting Engineering d Project %tcncgerunt 9Z)1 KIRKLAND AVE STE B -1 • KIRKLAND WA 96033 (425) 803.2581 • FAX (425) 803 -3289 INPUT TYPICAL CANTILEVERED RETAINING WALL w/ 50 psf vehicle surcharge 35 EFP 0.267 Cf NAME OUTPUT UNITS COMMENT # /ft3 7.33 a ft 0.67 w ft 0.67 t ft 1.33 toe ft 2.00 heel ft H 8.00 ft Lf 4.00 ft fs 1,770 # /ft2 fs2 1,831 # / ft2 Lf /3 1.33 ft X 1.09 ft 2Lf /3 2.66 ft F 1,487 # Fk 687 # FS 1.754 Mot 4,330 # - ft Mr 7,595 # - ft Mu 6,189 # - ft W 2,994 # W1 1859 # w2 733 # w3 402 # x1 3.00 ft x2 1.66 ft x3 2.00 ft JCS NAME r UiEW JOS NO 2 DATE 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 79 _ KSI ! I1(' a'= " Sy 4 O37») / L4 4a a ''o. cl /AO Ir Fog- . 4 /z D. c, ui' 2.65 71= 5.05' p60771t/G P47t'$ liortz L= btu- k=e"d2" Or 3 /N Z (3) 4 (3) • • 1 1 4t 1 Si-+9:T NO. , 4 OF 3'cL2 rl 2 � l N g -o C JAMIESON CONSL A ING -� NAME �� r'V « J0 T' Consulting Engineering &Project �fontgcment ° NO. �• .0 / S / SY f� " r ! 9 01 KIRKLAND AVE STE B.1 • KIRKLAND WA 98033 803.2581 • FAX (425) 803.3289 DAT! SHEET h0• 0� CANTILEVERED RETAINING WALL W/ BASE SLAB NAME 35 EFP 8 a 0.67 w 0.67 t 2.08 toe 0.67 heel H Lf fs fs2 Lf /3 X 2Lf /3 F FS Mot Mr Mu W w1 w2 w3 x1 x2 x3 Z5t r 1 INPUT UNITS # /ft3 ft ft ft ft ft 8.00 ft 3.42 ft 1,314 # /ft2 1,406 # / ft2 1.14 ft 0.85 ft 2.28 ft 1,120 # 1.507 2,987 # - ft 4,501 # - ft 5,077 # - ft 1,787 # 643 # 800 # 343 # 3.08 ft 2.41 ft 1.71 ft OUTPUT =40 Ks' 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 414= 5,0474' dht , = � 4s600,c, � � V p /ND ' " doe - 4a r2 no, C, /fr;z4s' 6:Z5/ 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 e . te 1 • • / t► of '1 if Z -1 fl $ (z)$4. roP 1 - 1 - 4 c / 2 '01c, 1 g A2 �^. J G&'Or c. i ().g 4 cao . I JC JAMIESON CONS. LING 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 EFP a w toe heel H Lf fs fs2 Lf /3 X 2Lf /3 F FS Mot Mr Mu w1 w2 w3 xl x2 x3 FIND , rt 265 OUTPUT UNITS # / ft3 ft ft ft ft ft 10.00 4.17 1,811 1,932 1.39 1.04 2.78 1,750 1.539 5,833 8,979 9,917 3,019 . 1500 1001 519 3.54 2.58 2.08 ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft #•ft ft ft ft 40 K5/ #4 bo Ks/ .4 5 n 4 =o.4/ Zco a o.c, • JC8 NAME JOB NO. 20 /et BY . 1>ai Z OAT! Et-!=2T NO._____ CF _ 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 T. ?VlEtA/ 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 2 , (Z 4 4 re (I(EfI IT 4& /ororc. (,-N (Yoga/2- g '"of C. 4x 2o'' tillo &)04 taut !I ii: JAMIIESON CONSL,ZING Consulting Engineering & Project Management 901 KIRKI-AND AVE STE B -1 • KIRKLA D WA 98033 '' ^5) 603.2581 • FAX (425) 803 -3289 .INPUT 35 12 0.83 0.83 3.17 1.25 NAME EFP a w toe heel H Lf fs fs2 Lf /3 X 2Lf /3 F FS Mot Mr Mu W w1 w2 w3 x1 x2 x3 R7 %; .V" `. 7 R OUTPUT • 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 UNITS COMMENT ft ft ft ft ft ft ft # /ft2 #1ft2 ft ft ft # # - ft # - ft # - ft # ft ft ft Z 4 7W = ,-s I 4 4 • =ep9 g5( 405 U rrizz gl dx.sit 4 *r G J GJ &dorC F /ND ' 4 Fog - 4e(2/D.c. )co" /17-- 7' # / ft3 Equivalent fluid pressure id' Location of resultant force a F0571,4V1 Eul JOB NAME JOB NO. DA T= _ S EET CANTILEVERED RETAINING WALL WI BASE SLAB Height of earth above base slab Wall thickness Footing thickness Length of toe . Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Total horizontal force Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soli weight on heel (12Q pcf) Weight of wall Weight of footing 210 / 8( 3Y • S (j4ToP iff4,1 /- 4 @ /2 '0,� ve • JC JAI UESON CONSt .IINNG Consulting Engineering & Project Mcncgemert 901 KIRKLAND AVE STE B•1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3259 CANTILEVERED RETAINING WALL WI BASE SLAB and 50 psf vehicle surcharge INPUT NAME OUTPUT UNITS COMMENT 35 12 0.83 0.83 3.33 1.83 EFP a w t toe heel H Lf fs fs2 Lf /3 X 2Lf /3 F FS Mot Mr Mu W w1 w2 w3 x1 x2 x3 F / 1ol$/ W u _ 23.5u/ 4 4 =0,744 45e5 ‘0 -1° 0, /!✓� 6.31 k = &L o'' F 7 AID 4 i F X 4 /o 'o, c 12.00 5.99 1,981 2,059 2.00 1.61 3.99 3,120 1.584 13,680 21,667 23,256 4,966 2727 1494 746 5.08 3.75 3.00 # /ft3 ft ft ft ft ft ft ft # /ft2 #/ft2 ft ft ft #•ft # - ft #•ft ft ft ft Equivalent fluid pressure Height of earth above base slab Wall thickness Footing thickness Length of toe Len•th 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 JCS NAM: JCS NO. Zo «t CA 7—* SH =ET NO. _ OF 8 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' xcf) Weight of wall Weight of footing r-0 EIA Nis r SY "VJ r-111 d4.4 . 0,, 5 o,c, 00#0,c, e7)04c r eir /oil i="0" J JAMIESON CONS...XING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3289 TYPICAL CANTILEVERED RETAINING WALL INPUT NAME OUTPUT UNITS COMMENT 35 EFP 0.267 Cf # / ft3 7.33 a ft 50 w4 0.67 w ft 0.67 t ft 0.67 toe ft 2.50 heel ft H 8.00 ft Lf 3.84 ft fs 1,788 # / ft2 fs2 1,789 # / ft2 Lf /3 1.28 ft X 1.26 ft 2Lf /3 2.56 ft F 1,120 # Fk 221 # FS 2.416 Mot 2,987 # - ft Mr 7,215 # - ft Mu 3,906 # - ft W 3,368 # w1 2199 # w2 733 # w3 386 # x1 2.59 ft x2 1.00 ft x3 1.92 ft x4 1.00 ft zsce pv �? i i s i 3 d=6" s= ©.3 �it1� , 4e-snore, F/ I „ # 4/6 du= /'99g 6:75' ib ' A7 WD(N& FX7746 GP/Ws ,'/z. 11/7 of Ph s/VL JOB NAME JOB NO. BY DATE SHEET NO. OF 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 1 g tl � 3'G1 -� ,1 • (g)4 roP • I) 4-vo o,C, ! YZ / Ctz -L, -e'oe c. (( 4 cur: JC JAMIESON CONSLLrING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803-2581 • FAX (425) 803 -3289 INPUT 35 0.267 9.17 50 0.67 0.83 1.00 3.67 TYPICAL CANTILEVERED RETAINING WALL NAME OUTPUT EFP Cf a w4 w t toe heel H Lf fs fs2 Lf /3 X 2L1/3 F Fk FS Mot Mr Mu W w1 w2 w3 x1 x2 x3 x4 10.00 6.34 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 ft 1.33 ft 2.67 ft 1.33 ft UNITS # / ft3 ft ft ft ft ft ft ft # /ft2 # / ft2 ft ft ft # - ft # - ft # -ft 1Z-1 .2500 Fr iy =his! M7 ,4 0.47 bvr, 4 e5 PAID ( V" e ekvolb,c, 4 3,t7 / - 675' 410 tT SL NG FoormIG lea lNE7 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''CLR (z� 44 TO? T t _-(1I (1I1 diketo k"arm2_ .4 x3joil6 !oll rct / (tp) 4- coil r 3 , EY1 C NTs JC JAMIESON CONSULi'ING 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 EFP Cf a w4 w t toe heel H Lf fs fs2 Lf /3 X 2Lf /3 F Fk FS Mot Mr Mu W w1 w2 w3 x1 x2 x3 x4 OUTPUT UNITS # / ft3 12.00 7.00 1,850 1,969 2.33 2.91 4.67 2,520 228 3.476 10,080 35,033 13,821 8,584 6260 1391 872 4.67 1.92 3.50 1.92 ft ft ft ft ft ft ft # /ft2 # /ft2 ft ft ft # - ft # - ft # - ft ft ft n AID ' /1 / Foe - 4 e,9''orct /7 =775 u �o k'gT SG�v /AJG - FamA/G Pt 4A15 hbz(z, - NOT OF1 JOS NAME JOB NO. SY DATE SHEET NO. OF COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete desi Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing - 2500 PS/ 7 y = 40 XS/ &O 01 045) - k = 13.834 d e" 0,41 it 5 c 9 �o. c. ( 6o) l o ur 3'CLgz (2>f4 TOP III II ED 11 {" G8forc, i-4-- 9 "orc. I iz nctztt 9'o, c, c R. &O (e)cJr 4* 10 *- " 4'8 (Nr5) - Kappler Architects P.S. VERSION 9' 9INCluOE1 3 STORY Lateral Analysis for: Dujardin Plan #2060 Jurisdiction SITE CRITERIA WIND EXPOSURE WIND SPEED IN MPH EARTHQUAKE ZONE SOILS TYPE WEIGHT ADDITIONAL SURCHARGED LOAD (ie.snow) CONSTRUCTION CRITERIA BUILDING FOOTPRINT ROOF PITCH (over the majority of the upper roof) BUILDING GROUND FLOOR FOOTPRINT AREA UPPER FLOOR SF, PLATE HT. MAIN FLOOR SF, PLATE HT. LOWER FLOOR SF, PLATE HT. OTHER SF, LONG I SHORT WALL I 0 SF WEIGHT ROOF CONSTRUCTION WEIGHT FLOOR CONSTRUCTION WEIGHT EXTERIOR WALL CONSTRUCTION WEIGHT INTERIOR WALL CONSTRUCTION Job No. Date STA7, C 'V 1133 927 0 SF SF SF SAI AREA PLF FOR PERIMETER OF BUILDING UPPER FLOOR WALLS & ROOF (Roof + 1/2 Upper Floor) MAIN FLOOR WALLS (1/2 Upper Floor +1 /2 Main Floor) LOWER FLOOR WALLS #N /A OTHER (Roof + 1/2 Floor) 99085 -10 2/22/00 KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 990851 0_(ExpB) 1997 -9 plan 2060 Lateral analysis worksheetl.xls 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 Long Wall B 80 3 0.36 0 42 7 1450 8 8 0 0 12 16 10 8 14.0 9.0 0.0 0.0 AE�11iT�D Ah�INiEGt 1 J0HN )(ADAIR \SI 41C 1I1 *AS +04G1() NOT UNLESS "WET STAMPED" "B" Default 80 3 Default (sd) Default (table 16 O) 0 PSF Default Short Wall /12 SF (for rho factor) FT FT FT 12 PSF Default 15 PSF Default 10 PSF Default 8 PSF Default PeflO SE? b 201 32 0 8/22/00 PAGE 1 Z 1 W 6o O 0 o � CO LL 0 g Q • 2 ZO W U � O N O I— Ws W U. W z p WALL HEIGHT Ce Cq qs Iw 0 0.00 0-15' P= 0.62 1.3 16.40 1 13.22 PSF 20' P= 0.67 1.3 16.40 1 14.28 PSF 25' P= 0.72 1.3 16.40 1 15.35 PSF 30' P= 0.76 1.3 16.40 1 16.20 PSF 16.20 227 13.22 119 0.00 0 0.00 0 PER SECTION 1630 P= WIND PER SECTION 1618 VALUE USED Ce Cq = qs = Iw = REDUNDANCY FACTOR (rho ") Reliability/Redundancy Factor: P = 2 - (20 / ( r Max ((sq. root of AB))) VALUE USED where: As Ground floor area of structure AB r max = Max element - story shear ratio square root r max = r / story shear r + = element story shear x 10 / Iw element shear Iw (LENGTH) r + story shear r max = I 1167 I 8507 1 -1.83 ri= therefore use DESIGN CRITERIA FOR WIND ANALYSIS DESIGN PRESSURE: P = (Ce) (Cq) (qs) (1w) where: Ce = Exposure factor Cq = Method Factor qs = Wind Stagnation Pressure Iw = Importance Factor WIND EQUIVALENT UNIFORM LOADING P = (Ce) (Cq) (qs) (Iw) 350 3 P= WIND FORCE TRIB.HEIGTH (P) Roof (Upper walls) 14.0 (P) Upper Floor (Main walls) 9.0 #N /A 0.0 #N /A 0.0 0.62 EXPOSURE 0.62 Default for B exposure 1.30 METHOD 2 1,3 Default for normal force method 16.40 WIND SPEED 16.4 Default for 80 MPH 1 KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908510 (ExpB)_1997 -9 plan 2060 Lateral analysis worksheetl.xls Min = 1.0 Max =1.5 PSF 1450 38 11671 0.14 PLF SF # FT # FT # FT # FT 8/22/00 PAGE 2 (P) Roof ( Upper walls) 12 1133 SF 13596 ADDITIONAL LOAD 0 1133 SF 0 S / S EX. WALLS 10 84 8 6720 F / B EX. WALLS 10 64 8 5120 INTER. WALLS 8 74 8 4736 Roof (Upper walls) 30172 18 543096 543096 0.6644 5652 Upper Floor (Main walls) 30481 6720 Bpi F 7 4 ITFCT$ 0.3356 2855 #N /A 0 0 RFt I FVIII9WA 817425 0.0000 0 (P) Upper Floor (Main walls) 15 927 SF 13905 S / S EX. WALLS 10 84 8 6720 F / B EX. WALLS 10 64 8 5120 INTER. WALLS 8 74 8 4736 TOTAL UPPER FLOOR WEIGHT ON MAIN SHEARWALLS 30481 #N/A 15 0 SF 0 S / S EX. WALLS 10 84 0 0 F / B EX. WALLS 10 64 0 0 INTER. WALLS 8 74 0 0 #NIA 0 #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 #NIA 0 DESIGN CRITERIA FOR SEISMIC ANALISYS EARTHQUAKE PER SECTION 1628 table 16b0. 16N BASE SHEAR: Vb = ( 3.0 x Ca / R ) W where: BUILDING LOADING DEAD LOADS Z = Seismic Zone factor R = Bearing Capacity Ca = Soils Capacity W= Total Seismic Dead Load VALUE USED Z= R= Ca = Rw= Rw= 0.3 5.5 0.36 8 6 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls PSF LONG WALL SHORT WAL WEIGHT TOTAL ROOF WEIGHT ON UPPER SHEARWALLS 30172 # BASE SHEAR BASE SHEAR: Vb = ( 3.0 x Ca / R ) W STORY SHEAR TOTAL WEIGHT W= r 60653 WI hi (Plate Ht.) Wi x hi sum Hi x hi Wihi TOTAL FLOOR FQW�113520 1360521 9908510_(ExpB)_1997 -9 plan 2060 Lateral analysis worksheett.xls load reduced by half due to plan configuration of front wall being concrete Not included in total BASE SHEAR: Vb= 0.1964 60653 11910 WORKING STRESS WOOD DESIGN 1.4 ( 8507 I# Wihi / sum Vi 8507 # 8/22/00 PAGE 3 SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON (F) Roof (Upper walls) (F) Upper Floor (Main walls) #N /A #N /A ROOF DIAPHRAM SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB =HOC FORCE 161 105 0 0 Si FT Si FT #FT # FT SEISMIC FORCE Shear Walls UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS WIND GOVERNS (et 227 # FT WIND GOVERNS © 346 # FT #N /A Q #N /A # FT 4015,957 #FT 550 1.33J 731.50 # /BOLT MIN BOLT SPACING 2.78 FT O.C. 790 1.331 1050.7# /BOLT MIN BOLT SPACING 3.99 FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 990851 0_(ExpB) 1997 -9 plan 2060 Lateral analysis worksheet) .xls 696747.0573 (F) Roof (Upper walls) k 161 (F) Upper Floor (Main walls) 105 #N /A 0 #N /A 0 (P) Roof (Upper walls) (P) Upper Floor (Main walls) #N /A #NIA 8507 WIND FORCE Not included in total 227 119 0 0 CHECK TOP CHORD M= 36400638.47 T =C= 1137519.952 2 -2X4 10.5 ".108335.23; ALOW.Ft= 525 1.331 698.2510K 2 -2X6 16.5 -; . , ; 68940.6Q 16d 1.33 143.64 # /NAIL 7919.24 NAILS IS FT # FT # FT # FT # FT # FT # FT 1* FT 8/22/00 PAGE 4 V W h Wh F Roof (Upper walls) 8507 30172 14.00033333 422418.0573 5158 tl ier Floor (Main walls) 8507 30481 9 274329 3350 #N /A 8507 0 0 0 0 #N /A 8507 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) #N /A #N /A ROOF DIAPHRAM SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB =HOC FORCE 161 105 0 0 Si FT Si FT #FT # FT SEISMIC FORCE Shear Walls UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS WIND GOVERNS (et 227 # FT WIND GOVERNS © 346 # FT #N /A Q #N /A # FT 4015,957 #FT 550 1.33J 731.50 # /BOLT MIN BOLT SPACING 2.78 FT O.C. 790 1.331 1050.7# /BOLT MIN BOLT SPACING 3.99 FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 990851 0_(ExpB) 1997 -9 plan 2060 Lateral analysis worksheet) .xls 696747.0573 (F) Roof (Upper walls) k 161 (F) Upper Floor (Main walls) 105 #N /A 0 #N /A 0 (P) Roof (Upper walls) (P) Upper Floor (Main walls) #N /A #NIA 8507 WIND FORCE Not included in total 227 119 0 0 CHECK TOP CHORD M= 36400638.47 T =C= 1137519.952 2 -2X4 10.5 ".108335.23; ALOW.Ft= 525 1.331 698.2510K 2 -2X6 16.5 -; . , ; 68940.6Q 16d 1.33 143.64 # /NAIL 7919.24 NAILS IS FT # FT # FT # FT # FT # FT # FT 1* FT 8/22/00 PAGE 4 #N /A 0 0 0 0 #N /A ..; 3: #N /A<:. =; a l Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. WaII(DL) 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #NIA #N /A #NIA #N /A #N /A #NIA #NIA #NIA r 7 4.5 4.5 2.5 2.5 113 °m, P1.6,: :) Mo= 4083.30 4083.30 2268.50 2266.50 320 WaII(DL) 360 360 200 200 0 Roof (DL) 210 210 150 150 1133.10 Mr- 855.00 855.00 291.67 291.67 #DIV /0! T =C 717.40 717.40 790.73 790.73 MIN PLATE NAILING REQUIRED NA NA NA NA 15 INC O.C. I 18 3.25 4.25 12 0 209 _ P1.6 Mo= 5444.40 7119.61 20102.42 0.00 320 Wall(DL) 260 340 960 0 0 Roof (DL) 1275 0 0 0 1133.10 Mr 1662.92 481.67 3840.00 0.00 #DIV /0! T =C 1163.53 1561.87 1355.20 #DIV /0! MIN PLATE NAILING REQUIRED CS16 -30 CS16-30 CS16 -30 1 #DIV /0! 8 INC O.C. 17 4 10.5 0 4.5 203 ( P1, 13�) MIN PLATE NAILING 8 INC O.C. Mo= Wall(DL) Roof (DL) Mr T =C REQUIRED 6495.08 17049.58 0.00 7306.96 320 840 0 360 1152 2784 0 1248 1962.67 12684.00 0.00 2412.00 1133.10 415.77 #DIV /0! 1087.77 CS16 -30 NA #DIV /0! CS16 -30 - SHEAR WALLS RIGHT TO LEFT UPPER FLOOR Load Ht. 8 O LL 2/3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 UPPER FLOOR Load Ht. 8 0 2 UPPER FLOOR Load Ht. 8 227 227 0 u. 2 /3DL REACTION HOLDDOWN 227 2/3DL REACTION HOLDDOWN 227 2/3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a a WALL SEGMENTS b c b b c C KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 9908510_(ExpB)_1997 -9 plan 2060 Lateral analysis worksheetl.xls d SHEAR V WALL TYPE 8/22/00 PAGE 5 8 12 0 0 13.5 71 : .- .P1-6- . ;; Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 6832.19 0.00 0.00 7686.22 MIN PLATE NAILING 24 INC O.C. 960 0 0 1080 336 0 0 372 5184.00 0.00 0.00 6534.00 137.35 #DIV /0! #DIV /0! 85.35 NA _ #DIV /0! #DIV /0! NA 14 3.5 3.5 12 0 167 j , ;.P1.6t1 Mo= 4680.28 4680.28 16046.67 0.00 #N /A Wa1I(DL) 280 280 960 0 MIN PLATE NAILING #N /A INC O.C. Roof (DL) 1080 1080 0 0 12818.67 Mr• 1586.67 1586.67 3840.00 0.00 MIN PLATE NAILING T =C 883.89 883.89 1017.22 #DIV /0! 10 INC O.C. REQUIRED CS16 -30 CS16 -30 CS16 -30 #DIV /0! 1 #N /A 0 0 0 19 0 Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 0 #N /A V,: #NIA > . -: Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED #NIA #N /A 1600 #N /A 0 #N /A 528 MIN PLATE NAILING #N /A INC O.C. 0 504 0 0.00 0 12818.67 0 0 #DIV /0! - 209.33 0 #DIV /0! 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #NIA #NIA #N /A #NIA 10 20 0 0 19 58 4 <P1.6 r'. -1: Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 9306.67 0.00 0.00 8841.34 MIN PLATE NAILING 30 INC O.C. 1600 0 0 1520 528 0 0 504 14186.67 0.00 0.00 12818.67 - 244.00 #DIVIO! #DIV /0! - 209.33 NA #DIV /0! #DIV /0! NA FRONT TO BACK UPPER FLOOR Load Ht. 8 o: 2/3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 o: w UPPER FLOOR Load Ht. 8 UPPER FLOOR Load Ht. 8 a 227 227 2/3DL REACTION HOLDDOWN 227 2/3DL REACTION HOLDDOWN 227 2130L REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908510_(ExpB)_1997 -9 plan 2060 Lateral analysis worksheetl.xls a WALL SEGMENTS (ONE SIDE) a b b c b b c c c d d d d SHEAR V WALL TYPE 8/22/00 PAGE 6 13 2 1.5 1.5 0 590 -:; k- LRP;... Mo= Wall(DL) Floor,Roof(DL. Mr= T =C REQUIRED 9436.97 7077.73 7077.73 0.00 LRP AT GARAGE WING WALLS - MEETS APA TEST LOADS MIN PLATE NAILING 3 INC O.C. 320 240 240 0 0 0 0 0 213.33 120.00 120.00 0.00 4611.82 4638.48 4638.48 #DIV /0! STHD14 STHD14 STHD14 #DIV /0! #NIA 0 4.25 0 3.5 9682.84 0 Mo= Wall(DL) Ftoor,Roof(DL Mr= T =C REQUIRED 0 #N /A j #N /Auk..-I Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A #N /A 560 #NIA 0 #N /A 0 MIN PLATE NAILING #N /A INC O.C. 0 4813.33 0 2593.19 0 2259.86 0 0 STHD 14 RJ 0 STHD 14 RJ 0 STHD 14 RJ 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 20.5 3.25 4.25 9.5 26282.00 3.5 9682.84 346 P 1.4y;, - MIN PLATE NAILING 5 INC O.C. Mo= Wall(DL) Ftoor,Roof(DL Mr= T =C REQUIRED 8991.21 11757.74 520 680 1520 560 0 0 0 0 563.33 963.33 4813.33 653.33 2593.19 2539.86 2259.86 2579.86 STHD 14 RJ STHD 14 RJ STHD 14 RJ STHD 14 RJ I 15.5 2.5 3.25 3.25 2.75 336 '?.W-F!, 14 Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 6729.66 8748.55 8748.55 7402.62 I MIN PLATE NAILING 5 INC O.C. 400 520 520 440 1902 2640 2640 1248 1918.33 3423.33 3423.33 1547.33 1924.53 1638.53 1638.53 2129.20 STHD 14 RJ STHD 14 RJ STHD 14 RJ STHD 14 RJ . RIGHT T9 LEFT MAIN FLOOR Load Ht. 8 cz Q O re 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 MAIN FLOOR Load Ht. 8 0 MAIN FLOOR Load Ht. 8 227 346 z 0 u. 2 /3DL REACTION HOLDDOWN 346 2 /3DL REACTION HOLDDOWN 255 2/3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a WALL SEGMENTS b c b c c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908510_(ExpB)_1997 -9 plan 2060 Lateral analysis worksheet) .xls d d d d SHEAR V WALL TYPE 8122/00 PAGE 7 I 8 11 4.5 4.5 2.5 123 . =gin;• 3 1 -6.; . Mo= 10820.19 4426.44 4426.44 2459.13 MIN PLATE NAILING 9 INC O.C. Wall(DL) 880 360 360 200 0 Floor,Roof(DL 960 312 312 588 0.00 Mr= 6746.67 1008.00 1008.00 656.67 MIN PLATE NAILING T =C 370.32 759.65 759.65 720.99 14 INC O.C. REQUIRED NA STHD 14 RJ STHD 14 RJ _ STHD 14 RJ I 14 19 5.5 0 0 198114P =6. 4 Mo= Wall(DL) Floor.Roof(DL Mr= T =C REQUIRED 30036.57 8694.80 0.00 0.00 MIN PLATE NAILING 9 INC O.C. 3040 880 0 0 0 0 0 0 19253.33 1613.33 0.00 0.00 567.54 1287.54 #DIV /0! #DIV /0! NA _ STHD 14 RJ #DIV /0! _ #DIV /0! [ #N /A 23 0 0 0 84)4 -7. 4: P1=6f ;�:_,) 01 0 #N /A I : ftN1A °:: °�� Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED #N/A MIN PLATE NAILING 20 INC O.C. #N /A 2400 #N /A 480 #N /A 408 MIN PLATE NAILING #NJA INC O.C. 624 0 14040.00 0 1104.00 0 - 261.24 0 306.76 0 NA 0 NA 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #NIA #N /A #NIA #N /A #NIA #NIA I 10 23 15 0 3 84)4 -7. 4: P1=6f ;�:_,) Mo= Wall(DL) Floor,Roof(DL Mr= T=C REQUIRED 15519.54 10121.44 0.00 2024.29 MIN PLATE NAILING 20 INC O.C. 3680 2400 0 480 1128 408 0 624 36861.33 14040.00 0.00 1104.00 - 927.90 - 261.24 #DIV /0! 306.76 NA NA #DIV /0! NA FRONT TO BACK MAIN FLOOR Load Ht 8 0 2/3DL REACTION HOLDDOWN MAIN FLOOR Load 346 Ht. 8 w z w U 2/3DL REACTION HOLDDOWN MAIN FLOOR Load 346 Ht. 8 2/3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 346 346 2/3D1 REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT a WALL SEGMENTS b c b c d d SHEAR V WALL TYPE TRIB.LENGT a c d TRIB.LENGT C d KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908510_(ExpB)_1997 -9 plan 2060 Lateral analysis worksheetl.xls 8/22/00 PAGE 8 Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Subject: Final Report Earthwork Observation and Testing Fosterview Estates, Lot 31 Tukwila, Washington Reference: Plan Review, Fosterview Estates, Lot 31, Terra Associates, Inc., dated May 12, 2000 Dear Mr. Fowler: As requested, we provided intermittent earthwork observation and testing services during grading and construction of foundations for Lot 31 of Fosterview Estates in Tukwila. The purpose of our work was to verify that the geotechnical engineering aspects of the project were completed in accordance with recommendations outlined in the referenced plan review letter and Kappler Architects' construction drawings. Our services on the project consisted of observation and testing of the following elements: • Structural fill placement and compaction • Foundation subgrades • Garage floor subgrades • Pavement/driveway subgrades Based on our field observations and test results, it is our opinion that earthwork and foundation construction on Lot 31 has been prepared in general accordance with project specifications and recommendations provided in the referenced plan review letter. Foundation subgrades observed by our firm will provide satisfactory support for footings using a bearing capacity of 2,000 pounds per square foot (psf). We have enclosed a copy of our field memo delineating the foundation subgrade conditions noted during our site visit. 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 - 7777 • Fax (4251821-4334 • terra @terra - associates.com RECEIVED CITY OF TUKWILA TERRA ASSOCIATES, Inc. APR 2 zga2 Consultants in Geotechnical Engineering, Geology and PERMIT CENTER Environmental Earth Sciences APR rfifl'> April 9, 2002 Project No. T- 1515 -2 t Mr. Bill Fowler April 9, 2002 This work was performed, and this letter prepared, specifically for the use of Dujardin Development Company and their authorized representatives. We trust the information presented is sufficient for your current needs. If you have any questions or require additional information, please call. Sincerely yours, TERRA ASSOCIATES, INC. Anil B7 Prince orsTroe DPLAB:ae` 4 tker z 4-/q/o I.;RSRE:, 12/91&3 Enctr ion xamination Reports cc: Mr. John Kappler, Kappler Architects ..e :i:'d7+, Pq l?"....+,,'! i' i,' jt; �3Eks' z^'• yfi..:' Vt ^*.'S; "- : >g�wy Project No. T- 1515 -2 Page No. 2 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 0 PROJECT NO / Zr 2 PROJECT NAME: s 7 t Ci.� CONTRACTOR: /1/371) / DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: PROJECT LOCATION Triu ._a�.4 REPRESENTATIVE g4,2 NOTES: / /715 L 5 71f7p /) 771 • r4i2cre l" /h2. SvPpo o f 2 c ,o �s� r)olc_O i,' (, t' a A-0 • r4 Y •0 rN( 4A-1A set 77173645 to oR Loo BL SIGNATURE TERRA ASSOCIATES REPRESENTATIVE COPY TO: d 10 re 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. S17 /X4)aP /AOcA74A16ki FOOTING EXCAVATION FIELD CONDITIONS NOTED j: s, f 4 7132 r L T,jd ia,;,-?.JG ■fgeds c, v4-7z=n F�o o 6 } -s , rfz�✓ �e S�.vo c.c - 2 •ra / s i v • .. - c 1 Frir 2ic..e o 1 s a I 4.07 s 30 5/6.7 . ter 3 / Fao , ,u - 4 . 3 ' am, _AL.A rLi 4 / A. P _ :ill t r L . 4 c ' • Ate' .0 Ccvri i crC'bn 3 77 -vC r s.g.A F 1 c._4.. C0►�tAe,Scr of fecc•Icccm ccv`lcg( . S. -E -1 AN$ „ on s i A M-/- Y C 4 ..lam f�,.t in ,S '/'otc7 2, 000 p, . 6vc c..,5 r• M C 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 0 PROJECT NO / Zr 2 PROJECT NAME: s 7 t Ci.� CONTRACTOR: /1/371) / DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: PROJECT LOCATION Triu ._a�.4 REPRESENTATIVE g4,2 NOTES: / /715 L 5 71f7p /) 771 • r4i2cre l" /h2. SvPpo o f 2 c ,o �s� r)olc_O i,' (, t' a A-0 • r4 Y •0 rN( 4A-1A set 77173645 to oR Loo BL SIGNATURE TERRA ASSOCIATES REPRESENTATIVE COPY TO: d 10 re 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. S17 /X4)aP /AOcA74A16ki - Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Subject: Final Report Earthwork Observation and Testing Fosterview Estates, Lot 31 Tukwila, Washington Dear Mr. Fowler: TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences Our services on the project consisted of observation and testing of the following elements: • Structural fill placement and compaction • Foundation subgrades • Garage floor subgrades • Pavement/driveway subgrades 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 • terra @terra- associates.com Doi- /53 Reference: Plan Review, Fosterview Estates, Lot 31, Terra Associates, Inc., dated May 12, 2000 April 9, 2002 Project No. T- 1515 -2 As requested, we provided intermittent earthwork observation and testing services during grading and construction of foundations for Lot 31 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. Based on our field observations and test results, it is our opinion that earthwork and foundation construction on Lot 31 has been prepared in general accordance with project specifications and recommendations provided in the referenced plan review letter. Foundation subgrades observed by our firm will provide satisfactory support for footings using a bearing capacity of 2,000 pounds per square foot (psf). We have enclosed a copy of our field memo delineating the foundation subgrade conditions noted during our site visit. Mr. Bill Fowler April 9, 2002 This work was performed, and this letter prepared, specifically for the use of Dujardin Development Company and their authorized representatives. We trust the information presented is sufficient for your current needs. If you have any questions or require additional information, please call. Sincerely yours, TERRA ASSOCIATES, INC. 4-/q/oz- ‘‘. DPLAB :ae`td EXPIRES 12/9/03 Enclr ••• a ion xamination Reports cc: Mr. John Kappler, Kappler Architects Project No. T- 1515 -2 Page No. 2 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 /0-5'-0/ PROJECT NO. «S- 2 PROJECT NAME: F s ' 7Z15a'I G'z^-' CONTRACTOR' br•ntre•O REPRESENTATIVE' G'if'R DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: NOTES: PROJECT LOCATION 7 ✓ 44,4 - 77,z5 ifect. 57A-72v) boa im16 .4t' / vi 74i5i-45 J�,e Celiev ' T o F 2 GY,C) oic Lo s E R yc g tore • cau i&i4i l3�n&t!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 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: t-e 4-r /C*I( , / SIGNATURE C 01emi K,vo t.C. TERRA ASSOCIATES REPRESENTATIVE FOOTING EXCAVATION IIIIIIIININI FIELD CONDITIONS NOTED Poet rslant aY' 4i -_ zzr tc, 4 r, fix:. 77A/6 , , CUG1-v7 "7) fco'r z'-' olfecs4s �R . 5/..roc - - Z 're /S /AV t■ „ c IFS► F 4 ii i n c . ‘ e l e O n c s on/ 4.o: s 30 S/L TS . ter 3 / Foo r ,u G; . - s five 31 . d exCilviel7V4 fnrro PRicry l c hS C.'/ Pc.4c- — AFtrn con-) ,c).(k Trr'✓J 3 77t Vt rt -RA-r ! [.C. ca-rticrerscsO QP' R 'CL C-4Q cc cierr- • ..riot o7 s wc6 I /d' '1 Akio 0\16 .4 - YICt.4.4NC2 XPl' -7t�� in ..5 2, ooO P - I acx IAA. �..c4r0 5 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 /0-5'-0/ PROJECT NO. «S- 2 PROJECT NAME: F s ' 7Z15a'I G'z^-' CONTRACTOR' br•ntre•O REPRESENTATIVE' G'if'R DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: NOTES: PROJECT LOCATION 7 ✓ 44,4 - 77,z5 ifect. 57A-72v) boa im16 .4t' / vi 74i5i-45 J�,e Celiev ' T o F 2 GY,C) oic Lo s E R yc g tore • cau i&i4i l3�n&t!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 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: t-e 4-r /C*I( , / SIGNATURE C 01emi K,vo t.C. TERRA ASSOCIATES REPRESENTATIVE Dear Nora, Enclosure. April 16, 2002 Sincerely, City of Tukwila Attn: Nora Gierloff 6300 Southcenter Blvd. Tukwila, WA 98188 • RE: Earthwork Observation Final Report. Fosterview Estates, Lots 27, 28, 29, 30, and 31 Our office recently received the Final Report from Terra Associates, regarding Earthwork Observation and Testing, for lots 27, 28, 29, 30, and 31 at Fosterview Estates. Please note that construction was completed to their satisfaction. Should you have any questions or comments, please do not hesitate to call. Aaron Swain, Office Administrator Kappler Architects, P.S. l/ c' fl !' c L' ill )' I c' i c' It ,' I it it tt ! ii tl r e 5 tt r i C a APR 1 i 2002 Corvo OEVEp�� LO i)2i1T 14311 SE 16th Street . Bellevue, WA 98007 1.800.888.4517. (425)641.5320 .. fax: (4 25)641.5318 C0402_19 Final Geotech Report, Lots 27 - 31, Fosterview (INQ; fE rlturneyrul.S.COm DOCUMENT TITLE(S) (or transactions contained therein) 4 i ` 1_7:) SECOND AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS, RESTRICTIONS, EASEMENTS AND RESERVATIONS FOR FOSTERVIEW ESTATES REFERENCE NUMBER(S) OF DOCUMENTS ASSIGNED OR RELEASED: / ^ N/A t� ❑ Additional reference Ns 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) CHlCA L f has placed the documerl of record as a customer courtesy DUJARDIN DEVELOPMENT COMPANY and accnits no lability for the a 4 ol o ffi l Or vandity of • Additional names on page of document LEGAL DESCRIPTION (abbreviated i e , lot, block, plat or section, township, range) Portions of Government Lots 2 and 3, Section 15, Township 23 North, Range 4 East, W M , Portion of Tract 67, Riverside Interurban Tracts, Voi 10 of Plats, Page 74, and Portion of Tract 19, Fostoria Garden Tracts, Vol 9 of Plats, Page 95, ra 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 452804900311. 441 ' c 034466flcl> ( See Attached * Assessor Tax # not eta assigned trt cn 0 cr) 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 \WPADUJARDDAFOSCER2NDAMEND) MG.DOC 1 I i� ' '1 " iiii 1 I I �1 i I 11 111 I , I I ill; f/ 11 Itlf I O I I III 1 II 11 11 ! ill III II �n� 4 ii f,1 �Ift D AC KING COUNTY, WA cN ZCaco 27 PLE0 3 9 0 3 / 1 4//2 0 0214'2 I SECOND AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS, RESTRICTIONS, EASEMENTS AND RESERVATIONS FOR FOSTERVIEW ESTATES, A PLANNED RESIDENTIAL DEVELOPMENT This Second Amendment to Declaration of Protective Covenants, Restrictions, Easements and Agreements for Fosterview Estates, a Planned Residential Development (the "Second Amendment ") is made this 1 day of ` t(Or et, t} , 2002 by Dujardin Development Company, a Washington corporation ( "Declarant ") CHICAGO grit: INSURANCE COMPANY has Aland the documert of record as a customer courtesy RECITALS AND DECLARATION and accepts no liability for the accuracy or validity of the 46rufItirt A Declarant is the developer of the real property and improvements thereon legally • described in Exhibit A (the "Property"), commonly known as the Plat of Fosterview Estates The °-' Property is comprised of all the real property shown on maps recorded with the King County © under Recording No 20000505000735, Volume 194, Pages 062 -065 .... B Declarant previously recorded that certain Declaration of Protective Covenants, Restrictions, Easements and Agreements for Fosterview Estates, a Planned Residential Development (the "Declaration ") under King County Recording No 20000505000736 The o Declaration was previously amended by a First Amendment to the Declaration (the "First CN Amendment ") recorded under King County Recording No 20000505000737 C As the Development Period (as defined in the Declaration) has not terminated., Declarant under the provisions of the Declaration as previously amended, has the authority to amend and wishes to further amend the provisions of the Declaration as provided herein NOW, THEREFORE, Declarant hereby amends the Declaration as follows 1. Maintenance Res onsibilities. The Fosterview Estates Homeowners Association. Section 5 1 of the Declaration is hereby deleted in its entirely and replaced with the following Y ‘Wf*DUJARDJh1FOSJER:NDAI'N D JMODOC 2 5.1. Association Responsibilities After termination of the Development Period, the Association shall operate and maintain the Common Areas as required or advisable The responsibilities of the Association shall include, but are not limited to, the following 5 1 1 The cleaning and maintenance of the water courses on Tracts A and B; � and c.) g 5.1 2 The maintenance, repair and replacement of the fences around and across o Tracts A and B, and w 5 1 3 The maintenance, repair and replacement of the french drains in the Ra Common Areas as shown on the Plat Map, and u w 5 1 4 The maintenance, repair and replacement of the retaining wall and its associated drainage improvements located along the north boundanes of Lots 1 and 2, and w 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 p N Street, and w ui a; 5 1 6. The maintenance, repair and replacement of the retaining wall and its u. o associated drainage improvements located along north boundary of Lots 13 and 14 and the w z Private Drainage & Pedestrian and Public Utility Easement as shown on the Plat Map, and u z o 5 1 7. The maintenance of the trails beginning at the cul de sac end of South z 137th Place to and along the North boundary of the plat as shown on the plat map. The Association may provide such additional common maintenance that it determines to be in the best interest of the Owners 2. Maintenance Responsibilities - Retaining Walls. A new subsection 5 2 5 is added to Section 5 2 of the Declaration as follows 5.2.5. Retaining Walls. The Owners of any lot on which all or part of a retaining wall is located (except those walls specifically referenced in Sections 5 1 5, 5 1 6 and 5 1.7 above) shall be responsible for the maintenance, repair and replacement of any portion of a retaining wall (and its associated drainage improvements) which is located on their lot (collectively "Wall Maintenance ") In the event a retaining wall is located along a common property line between adjacent lots, the down slope lot Owner shall be solely responsible for Wall Maintenance of said wall The Owner responsible for Wall Maintenance under the provisions of this paragraph (the "Responsible Owner") is hereby granted an easement over and across the adjacent lot to perform such activities as are reasonably necessary for required Wall Y 1Wp∎DUTAADD4VOSTER2NDAS'tl 1 D ZIG DOC 3 Maintenance, provided the Responsible Owner shall fully restore to substantially its original condition any area of the adjacent lot (including, without limitation, any improvements or landscaping) as is disturbed or damaged through the exercise of rights under this easement 3. Ratification. Except as expressly amended by this Second Amendment, all of the terms, covenants, conditions and easements set forth m the Declaration as previously amended by the First Amendment shall continue in full force and effect and are hereby ratified by the Declarant DECLARANT: (Prints Name) Its "le ale o, c^ STATE OF WASHINGTON ) COUNTY OF KING ) ss. CI CCAGO TITLE TJSURANCE COMPANY has placed the document of record os a customer courtesy and accepts no irabihty for the accuracy or vandrty of the document. On this day personally appeared before me Nun) else- , to me known to be the Cr) ?MSS rcr of Dujardin Development Company, the corporation who executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act of said corporation, for the uses and purposes therein mentioned, and on oath stated that he was CN, authorized to execute the said instrument GIVEN under my hand and official seal this / 3 day of m fr CL4 , 2002 Y1 WAD UJARDlN1FQSTER2`1D.0 N J ssio ON ATH y� 1 NOT gq4.. ,,, N 0 A pVBC(C .. tune) Z t v►'i. d )4iats�r �1 t}-i'� -1 (Print Name) Notary Public in and for the State of Washington, residing at ITT My commission expires 3 -1 S -0 3 4 Plat of Fosterview Estates, recorded under King County Recording No 2000 0505000735, Volume 194, Pages 062 -065, records of King County, Washington. Y \W DUMARDLti D MO DOC EXHIBIT A LEGAL DESCRIPTION 5 CHCAC4 TITLE INSURANCE COMPANY has placed the document of rectr4 ,rs a customer courtesy and accepts no habr6ty for the accuracy or vehdrly of the document. ASSESSOR'S PROPERTY TAX ACCOUNT NUMBERS 261200- 0010 4 261200 - 0020 - 02 261200- 0030 - 00 261200- 0040 - 080 261200- 0050 - 05 261200- 0060 03 tew 261200- 0070 - 01 °' 261200 - 0080 - 09 261200- 0090 - 07 261200 - 0100 - 05 261200 - 0110 - 03 0 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 CtHtCAGO TITLE INSURANCE COMPANY has pl-crd the document of record ;IC a customel courtesy and act' ^pts no liebiIty for the accuracy or validity of the doctirtieoi. 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 Poop SNEArNWG / ddAT * oz. f ._.. T .- .._.._.- /' :<4 FF�i,`INd ALL 1 / ARCXWD TRJ55 PER RAN U6' O� / OR 60.1.4L / UtTN SN1+ i d./ 64 • 1 / (14EA1JJALL EAT 5C NE P E 3' oa. 1?Jd 4T 3' ot. SEAR io_L TOP RA1! es- EARW4LL es:1Q PER SCI..DULE Kappfer Architects, P.S. 143,1% 16th $T. BeCe.te wabrrxicr+ 96007 (625) 641-5320 • Fax (1251 641.53E 17610- 07300 -34 INTERIOR SHEAR WALL TO ROOF GSS NOTES: 1:3Lt i1 \ice DEPARTMENT 2 -13 -01 af4,/ 14 A, a.e4/ 40 °i 2061 1L- P /'G i' r..- 4,4•// fir/ a PA°/2 Ai " kh :74 • 1 E ' T 3 J ACTIVITY NUMBER: PROJECT NAME: Fosterview Estates Lot 31 SITE ADDRESS: 13710 42 "` Ave S SUITE # Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # I Revision # After Permit Is Issued DEPARTMENTS: Building Division PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP n Publi W rks Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (4 weeks) CORRECTION DETERMINATION: Approved n REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 D01 DATE: 8 -22 -01 Fire Prevention n Planning Division Permit Coordinator DUE DATE: 8-23-01 Incomplete n Not Applicable n n No further Review Required n DATE: DUE DATE 9 -20 -01 Approved n Approved with Conditions L Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DUE DATE Approved with Conditions n Not Approved (attach comments) 1 DATE: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: RIUH111 tXX PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D01 -153 DATE: 05 -22 -01 PROJECT NAME: FOSTERVIEW ESTATES LOT 31 SITE ADDRESS: 13710 42 AV SO SUITE NO: Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # Revision # AFTER Permit Is Issued DEPARTMENTS: Bui ing Division Fire Prevention • (0-t5-0 44 S- N-or Public W ti�i' Structural -2-D DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ri Comments: Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions n REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved ri Approved with Conditions REVIEWER'S INITIALS: C Planning Division -Fzi Permit Coordinator DUE DATE: 05 -24 -01 Not Applicable E No further Review Required n DATE: DUE DATE 06 -21 -01 Not Approved (attach comments) irti) DUE DATE Not Approved (attach comments) n DATE: DEPARTMENTS: Building Division Public Works PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 - 153 PROJECT NAME: Fosterview Estates Lot 31 SITE ADDRESS: 13710 42n Ave S SUITE # Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # 1 Revision # After Permit Is Issued n Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete E Comments: Approved \PRROUTE.DOC 5/99 APPROVALS OR CORRECTIONS: (4 weeks) CORRECTION DETERMINATION: Incomplete I n n REVIEWER'S INITIALS: DATE: 8 -22 -01 Planning Division Permit Coordinator DUE DATE: 8-23-01 Not Applicable ri TUES /THURS ROUT G: Please Route Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: 0 g. 2 - 2 ).0 DUE DATE 9 -20 -01 Approved ri Approv•d with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: 6' %l U CY Approved with Conditions Not Approved (attach comments) DUE DATE DATE: ACTIVITY NUMBER D01 -153 DATE: 05 -22 -01 PROJECT NAME: FOSTERVIEW ESTATES LOT 31 SITE ADDRESS: 13710 42 AV SO SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # 'rt _ AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: Approved Approved REVIEWER'S INITIALS: CORRECTION DETERMINATION: PLAN REVIEW /ROUTING SLIP C Structural Incomplete Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved with C ditions Approved with Conditions Fire Prevention ri Planning Division n Permit Coordinator DUE DATE: 05-24-01 Not Applicable I 1 No further Review equir d { f DATE: DUE DATE 06-21 -01 Not Approved (attac comm•nts) DATE: n DUE DATE Not Approved (attach comments) REVIEWER'S INITIALS: DATE: I. _ PERMIT NO. BUILDING PERMITS INSPECTIONS 1 - 153 ❑ 00001 Progress Inspection Status ❑ 00002 Pre - constntction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up O 00007 Pre -Move inspection O 00050 WSEC Residential ❑ 00060 WA Ventilation /Indoor AQC ❑ 00070 NLEA inspection /Modular Struct ❑ 00071 Mobile Home Tie Down Insp ❑ 00072 Marriage Lines ❑ 00090 Rested 00095 Footing Drains 00100 Foundation Footings 00200 Foundation Walls 00250 Foundation Insulation 00300 Concrete Slab/Slab insulation 00350 Crawl Space 00400 Shear Wall Nailing 00450 Plywood Wall Sheathing 00500 Roof Sheathing Nailing 00525 Plywood Deck Nailing 00550 Exterior Wall Sheathing 00600 Masonry Chimney 00610 Chimney installation/All Types 00700 Framing 00750 Roof/Ceiling Insulation 00800 Floor Insulation 00801 Wall Insulation 00802 Exterior Root' Insulation 0803 Glazing Inspection ❑ 00815 Lighting and Controls ❑ 00900 Suspended Ceiling 01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01110 Pre -Move Inspection ❑ 01115 Motor Inspection ❑ 01120 Pre -Demo ❑ 01140 Pre -rroof ❑ 1400 Final -Fire 01700 Final - Building ❑ 01900 Final - Reroof ❑ 03100 Site Visit ❑ 04000 Special- Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special - Mom/Resist Conc Frame ❑ 04003 Special -Reinf Steel Prestress ❑ 04004 Special- Welding ❑ 04005 Special - Iligh- Strength Bolting ❑ 04006 Special - Structural Masonry ❑ 04007 Special -Reinf Gypsum Concrete ❑ 04008 Special- Insulating Cone Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special- Piling, Piers, Caissons ❑ 04011 Special- Shotcrete ❑ 04012 Special- Grading, Excav /Fill ❑ 04013 Special- Retaining Wall ❑ 04014 Special- Panels ❑ 04015 Special -Smoke Control System TENANT NAME:Fi* CONDITIONS :ew Es-I L Df 3( 0001 No changes to plans unless approved by Bldg Div ❑ 00101 Special inspection required. notify Bldg Div ❑ 0011 Special inspector shall submit final signed report ❑ 0012 New ceiling grid & light fixture shall meet lateral bracing ❑ 0013 Partition walls attached to ceiling grid ❑ 0014 Readily accessible access to roof mounted equipment ❑ 0015 Engineered truss drawings & calcs shall be on site 0016 Exposed insulation backing material 0017 Suhgrade preparation including drainage. excavation ❑ 0018 Statement from rooting contractor verifying fire retardant class of roof 0019 All construction to be done in conformance ‘v/approved plans ❑ "No work shall he done in addition to those modifications..." 0002 Plumbing permits shall be obtained through King Co ❑ 0020 Structural observation shall be provided for this project ❑ 0021 All food preparation establishments must have King Co ❑ 0032 Fire retardant treated wood shall have flame spread of y id - 0023 Notify Building Division prior to placing any concrete 0024 All spray applied fireproofing shall be special inspected _J)025 All wood to remain in placed concrete shall be treated 0026 MI structural masonry shall he special inspected 0027 Validity of Permit 0028 Rack storage requires separate permit 0003 Electrical permits obtained through L & I 0030 No occupancy of building until tinal insp by Bldg Div ❑ 0032 Remove all weeds. concrete. stone foundations, flat concrete ❑ 0036 Manufacturers installation instructions required on site ❑ "BTU maximum allowed per 1997 WA State Energy Code" ❑ 0035 Contact PW Div to obtain insp for water /sewer connect ❑ 0038 A C of O will be required for this permit ❑ 0039 Final approval for all Ti w /in the limits of the SC Mall 0004 All mechanical work shall be under separate permit ❑ 00401 All construction noise to be in compliance with 8.2 2 TMC 0041 Ventilation is required for all new rooms & spaces 0005 All permits, insp records & approved plans available ❑ 0006 All structural concrete shall be special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" ❑ 0007 anchored structural welding shall he done by WABO certified inspector ❑ 0008 All high - strength bolting shall be special inspected ❑ 0009 Bolts installed in concrete shall he special inspected ❑ 003I Comply with requirements of TMC 16.04 ❑ 0034 Removal of septic tanks require approval and compliance with King Co I lealth Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "Fuel hunting appliances ❑ "Appliances, which generate...." ❑ "Water heater shall he anchored...." ❑ " Reroot" Plan Reviewer: Permit Tech: Date: Date: 0 - 3 -o DEPARTMENTS: Building Division Public Works Complete E Comments: V'R1oufL LX C vri PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D01 -153 DATE: 05 -22 -01 PROJECT NAME: FOSTERVIEW ESTATES LOT 31 SITE ADDRESS: 13710 42 AV SO SUITE NO: Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # Revision # AFTER Permit Is Issued Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete APPROVALS OR CORRECTIONS: (ten days) Fire Prevention n C Planning Division Permit Coordinator MEW DUE DATE: 05-24 -01 Not Applicable LI TUES /THURS ROUTING: Please Route Structural Review Required LI No further Review Required n REVIEWER'S INITIAL DATE: S ' L f-ge/ DUE DATE 06 -21-01 C n Approved LI Approved with Conditions ri Not Approved (attach comments) g REVIEWER'S INITIALS: DATE: gOSON CORRECTION DETERMINATION: DUE DATE Approved ri Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: PUBLIC WORKS PROJECT REVIEW COMMENTS Project Name: FOS f evLfl e) L07 3/ Location: 137/0 42' %ve File #: bOl -153 Action: denied Date: 8/02/0/ Reviewed By: / 3Pe,vc&e ( - 433-0/7? PRIOR HISTORY AND CORRESPONDENCE FRANCHISE UTILITY COORDINATION CODE REQUIREMENTS COMP PLAN CIP OVERLAY PROGRAM MISC. STUDIES MAINTENANCE NEEDS RFA WD125 VAL -VUE PW STANDARDS PRE-APP PROBLEM AREAS 5 i re SPEC/P/C SECT /ONS SilEEr P6.5 NE*16) 5 7b BE REPLACED W/TN CDk''EGT 6HEEr T/II+T JIfS H SECT /oN PERTip /N/W6 V L07 3/. SNEE T P. REL' /E &eo �3 Y PC() CovERED £075 27 TNIeOU6N 3O. ACTIVITY NUMBER D01 -153 DATE: 05 -22 -01 PROJECT NAME: FOSTERVIEW ESTATES LOT 31 SITE ADDRESS: 13710 42 AV SO SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ri Incomplete Comments: TUES /THURS ROUTING: Please Route ri Structural Revjew Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved with Conditions REVIEWER'S INITIALS: DATE: .1111111111M■ CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: YRI1O0I1 O PLAN REVIEW /ROUTING SLIP n Fire Prevention Structural /1 7 [tti n n Planning Division Permit Coordinator No further Review Required DATE: Z5 /if DUE DATE 06-21 -01 n n ..•11111111111• DUE DATE: 05-24-01 Not Applicable ri Not Approved (attach comments) n Original Plan Submittal DEPARTMENTS: Building Division Public Works Approved VRROUII MX' vn • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D01 -153 DATE: 05 -22 -01 PROJECT NAME: FOSTERVIEW ESTATES LOT 31 SITE ADDRESS: 13710 42 AV SO SUITE NO: Response to Correction Letter # Revision it AFTER Permit Is Issued C REVIEWER'S INITIALS: / 4 lei Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions Response to Incomplete Letter # n n REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 05-24-01 Complete Incomplete ri Not Applicable F7 Comments: TUES /THURS ROUTING: Please Route Structural Review Required C No further Review Required Fx DATE: 61 / �/ DUE DATE 06-21-01 n Approved Fi Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Not Approved (attach comments) ri DATE: Date: e- ao/ 0 Response to Incomplete Letter # Response to Correction Letter # 1 0 Revision # after Permit is Issued City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: D01-153 Project Name: FOSTERVIEW ESTATES — LOT 31 Project Address: 13710 — 42 Avenue S Contact Person: John Kappler Summary of Revision: ge" 4 i14/5z4a« Phone Number: Sheet Number(s): , "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: . JICCt1_' 0 Entered in Sierra on CORRECTION 440' c kl , / of to 7. 08/03/01 Fosterview Estates Tukwila, Washington VICINITY l'IAP SCALE: 1 INCH = 2,000 FEET Doviss RECEIVED CITY OF TUKWILA 2. i6u PERMIT CENTER • `t,,,."','-:•••• Lot Address 13602 42 Ave South Tax ID # 261200 -0010 Plan # 1843b 1 2 13608 42 Ave South 261200 -0020 1843a 3 4202 South 137 St 261200-0030 2119 4 4206 South 137` St 261200 -0040 2246 5 4210 South 137 St 261200 -0050 2108c 6 4214 South 137 St 261200.0060 2246 7 4218 South 137'" St 261200.0070 2246 8 4222 South 137` St 261200 -0080 2108c 9 4226 South 137` St 261200 -0090 2108 10 4230 South 137 St 261200 -0100 2246 11 4234 South 137` St 261200.0110 2108 12 4238 South 137 St 261200.0120 I568a 13 4242 South 137 Place 261200 -0130 2246 14 4246 South 137 Place 261200 -0140 2108 15 4250 South 137 PI` ace 261200 -0150 2108spc1 16 4254 South 137` Place 261200 -0160 2108spc1 17 4258 South 137 Place 261200 -0170 2246 18 4262 South 137 Place 261200 -0180 2060 19 4266 South 13 Place 261200.0190 2119 20 4270 South 137 Place 261200 -0200 2060 21 13714 43 Place South 261200 -0210 2119 22 13710 43 d Place South 261200.0220 2060 23 13706 43 Place South 261200 -0230 1568a 24 13701 4T Place South 261200 -0240 1568b 25 13705 43 Place South 261200 -0250 1843a 26 13709 43 Place South 261200 -0260 1843b 27 13715 43' Place South 261200 -0270 1843a 28 13719 43 Place South 261200 -0280 1843b 29 13723 43' Place South 261200 -0290 1843b 30 13727 43 Place South 261200 -0300 1843a 31 13710 42 " Ave South 261200 -0310 2060 32 13714 42 " Ave South 261200 -0320 2119 33 13718 42 " Ave South 261200 -0330 2060 34 13722 42 " Ave South 261200 -0340 2119 35 4275 South 137` Street 261200 -0350 1843a 36 4279 South 137` Street 261200 -0360 1843b 37 4283 South 137 Street 261200 -0370 1843a 38 4287 South 137` Street 261200 -0380 1843b 39 4291 South 137 Street 261200 -0390 1843a 40 4295 South 137 Street 261200 -0400 1843b FOSTERVIEW ESTATES TUKWILA, WASHINGTON Owner: Dujardin Development Phone #425- 334 -5018, Fax #425 -334 -5041 Agent: Kappler Architect, P.S. Phone #425 - 641 -5320, Fax 425 - 641 -5318 E:\ADMNDATA\ CORRES \00- Qtr- 2U05I6_33 FOSTERVIEW ESTATES.doc t RECEIVED CITY OF TUKWILA PERMIT CENTER LO,titisl* fiifditnation:. Name: OU.- Address: Owner /Agent Signature: r Agency /Phone A•enc /Phone WTRAVAILDOC 6/5/96 CITY OF "UKW /LA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 Certificate of Water Availability PROJECT #: FoerierVI 5 t (Required only if outside City of Tukwila water utility district) PART A: (To be completed by applicant) Site Address (Attach map and Legal Description showing /3 7 /.1,f)ct 4-ye Phone: 4aS , 334 -1,50 This certificate is for the purposes of: Residential Building Permit ❑ CommerciaVlndustrial Building Permit The proposed project is located within '( eA oprna n ' Area is served by (Water utility district): Use separate sheet if more room is needed x Id, Estimated number of service connections and meter size(s): Brant location and s lxf eht(Ctihract Person Phone: 4s — (OH -6390 ❑ Preliminary Plat ❑ Rezone Vehicular distance from nearest hydrant to the closest point of structure 5 /8)( 3 4" ft. Date: A PART B: (To be completed by water utility district) ❑ System isn't capable of providing service to this project. Minimum water system improvements: (At least equal to B2 above) ❑ Short Subdivision ❑ Other (City/County) oA = Do Date H -11 a l Name: K p ler Atm., '1"e r7.t Address: DI iC " 1a The improvements required to upgrade the water system to bring it i it compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: (Use separate sheet if more room is needed) Based upon the improvements listed above, water can be provided and will be avail le at the site with a flow of :WOO qpm at 20 psi residual for a duration of 2 hours at a velocity of ) fps as documented by the attached calculations. I hereby certify that the above information is true and correct. ‘D i,9 s cDt3 - cam Date PART C: (To be completed by governing jurisdiction Water Availability: ❑ Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item C2 are met. RECEIVED CITY OF TUKWILA PERMIT CENTER LICENSE DETAIL INFORMATION Form ** STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. O. Box 44000 Olympia, WA 98504 -4000 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: LICENSE DETAIL INFORMATION Current Filter: None Registration# or License DUJARD *204L0 Name DUJARDIN DEVELOPMENT CO Address PO BOX 1059 Address City SNOHOMISH State WA Zip 982911059 Phone Number 4253345018 Effective Date 6/20/80 Expiration Date 12/16/01 Registration Status ACTIVE Type CONSTRUCTION CONTRACTOR Entity CORPORATION Specialty Code GENERAL Other Specialties UBI Number 600351267 * * *VIEWPRJNCIPAL OWNERS) FOR.THIS_LICENSE* * * 'VIEW *VIEW CONTRACTOR BOND /SAVINGS INFORMATION ** *CHECK INQUIRY FOR SUMMONS AND COMPLAINTS* * * VIEW CONTRACTOR INSURANCE INFORMATION * * * * ** Page 1 of 1 New inquiry by CITY, NAME, PRINCIPAL OWNER NAME, NUMBER, UBI N __ U MBER or return to the L&I Construction Compliance Home Page http: / /www.lni.wa.gov /CONTRACTORS /TF2Form .asp ?License= DUJARD *204L0 2/28/01 Balance Due: $ I (P4 q. S Need Current Contractor Registration Card: ❑ Yes (4No Need to Enter Contractor Information in Sierra: ❑ Yes ,No N'uf fi ' on fact .ers 9' - U ) taffy trutia I dkah (0101) 1< •��v - . 4 ; 3 . ) 0 es e aivemr . aa Gv'at- Phc,aL C. L/ J.)appitoimce (U f t& i W62/c4 -. C FOSTERVIEW, TUKWILA WA DUJARDIN DEVELOPMENT COMPANY PERMIT SUBMITTAL DOCUMENTS LOT ADDRESS: 13710 42nd AVE SOUTH TAX PARCEL I.D. #: 261200 -0310 OWNER / DEVELOPER DEVELOPER - DUJARDIN 9623 - 32ND ST. S.E 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 425 -775 -0236 CONTACT - ERIC TIETZE ARCHITECT - KAPPLER ARCHITECTS 14311 SE 16th St. BELLEVUE WA, 98007 425 - 641 -5320 FAX 425 - 641-5318 CONTACT - JOHN KAPPLER SURVEY - B.L McDUFFY 3605 COLBEY AVE EVERETT WA. 98021 425 - 258 -4438 CONTACT - BUD CONDREY STRUCTURAL - JAMIESON CONSULTING 901 KIRKLAND AVE STE B -1 KIRKLAND WA 98033 425- 803 -2581 FAX 425 - 803 -3289 CONTACT - DOUG JAMIESON LANDSCAPE - ALI 12119 104TH AVE N.E KIRKLAND WA 98034 425- 823 -9400 CONTACT - JORGE ANGULO SHEET INDEX PLAT ARCHITECTURAL PLANS Sht 4 of 4 PLO PL1 P's P1.6 P2.9 P6.8 P8.0 APPROVED PLAT DRAWING MASTER HOME DEVELOPMENT PLAN PHASE A - HOME DEVELOPMENT PLAN MASTER ARCHITECTURAL GRADING PLAN PLAT GRADING COMPARISON FINAL GRADES FOR PLAT APPROVAL vs. FINAL GRADES FOR LOT BUILD OUT ARCHITECTURAL SITE PLANS - LOTS 31 - 34 SITE SPECIFIC SECTIONS - LOTS 18 - 20 & 31 - 34 SITE SPECIFIC FOUNDATION DETAILS FOR LOT 31 CIVIL ENGINEERING C -8 FOSTERVIEW ESTATES DRAINAGE PLAN C -12 AS - BUILT SEWER PLAN FOSTERVIEW ESTATES C -13 AS - BUILT - WATER EXTENTION PLAN ARCHITECTURAL HOME PLANS ARCHITECTURAL COVERSHEET AL CODE NOTES A21 FOUNDATION & LOWER FLOOR PLAN A2.2 MAIN FLOOR FRAMING A3. MAIN FLOOR PLAN A4. UPPER FLOOR FRAMING PLAN A5. UPPER FLOOR PLAN A6. UPPER ROOF FRAMING PLAN A7. ELEVATIONS & BUILDING SECTIONS DL STANDARD DETAILS D2. STANDARD DETAILS Sl. LATERAL DETAILS S2. LATERAL DETAILS S3. LATERAL WALL SCHEDULE (FROM BASE PLAN # B2000.063) rd that the F Check a2proyais are subject to errors and omissions and approval pians does not. authorize the of any opted code or ,a r cat , cl con- tractor's cop, o' approved piano _.....o..i- SEP /> r :MIr RiiQUIRED FOR: p HEC i NIC .L tE EC T RiC.AL C.F.; r ?i `t5t is,. CITY OF TUKWILA B1J LD NNG. DIV SIOR D01 153 tR/ 3 1 1 Il I NTROIED SEP - 6 2001 / Ps so non These e h been revlc,- Wo-ks for c :c_ af ' C. ''. d,^ act adc- • ...rds or crdnanc=. _ for ,;uacy of the dosia tha u Additions; dole these o r ings after this d to t acceptance and will require a re revised drawings for i Cf g f r subsequent Np o ,. . Final eocsctsnce is subject to field Inspection by the F.Jbl , ior'cs utilities inspector. Dste: Q O( g y: RC( ES5 L/9 57E2R 1 L Z d a L p X �[ F O ° z w Q W ° Z �„ W A ©° � Q o � z v.( Q ° TITLE JOB NO.: 00150 Ln N SHEET COVER SHEET AREA LOT # PHASE LOT 1 5 LOT 2', p LOT 3 LOT 23 LOT 4' LOT 24 LOT 5 6 LOT 25 LOT 6 LOT 26 LOT 7 2 LOT 8 B LOT 28 LOT 9 7 LOT 29 LOT 10 LOT 30 LOT 11 LOT 31 LOT 12 LOT 32 LOT 13 8 LOT 33 LOT 14 3 LOT 15 A LOT 35 LOT 16 LOT 36 LOT 17 9 LOT 37 LOT 18 4 LOT 19 C LOT 39 LOT 20 10 AREA LOT # PHASE LOT 21 5 LOT 22 B LOT 23 LOT 24 6 LOT 25 C LOT 26 LOT 27 LOT 28 7 LOT 29 D LOT 30 LOT 31 LOT 32 8 LOT 33 A LOT 34 LOT 35 LOT 36 9 LOT 37 C LOT 38 LOT 39 10 LOT 40 D CONDITIONS 1. CONSTRUCTION OF INDIVIDUAL HOMES, INCLUDING THEIR FOOTINGS, FOUNDATIONS, ETC. MUST BE ACCOMPLISHED IN ACCORDANCE WITH THE APPROVED HOUSE DEVELOPMENT PLAN. 2. THE HOUSE DEVELOPMENT PLAN OUTLINES 10 AREAS. EACH AREA IS TO BE DEVELOPED IN THE CORRESPONDING CONSTRUCTION PHASE HOUSE DEVELOPMENT PLAN AREA/PHASE KEY 3. THE CONSTRUCTION PHASES SHALL BE DEVELOPED PER THE GEOTECHNICAL RECOMMENDATIONS OF TERRA ASSOCIATES OR ANOTHER CITY APPROVED GEOTECHNICAL- ENGINEERING FIRM. 4. THESE GEOTECHNICAL RECOMMENDATIONS ARE TO BE INCLUDED AS PART OF THE SUBMITTAL FOR EACH OF THE SINGLE FAMILY HOME PERMITS; - ON A LOT BY LOT BASIS GROUPED IN CONSTRUCTION PHASES. 5. THESE RECOMMENDATIONS ARE TO INCLUDE SPECIFICS FOR: A. TEMPORARY EXCAVATION RECOMMENDATIONS BY PHASE TO ALLOW FOR THE IMPLEMENTATION OF HOUSE FOOTINGS, FOUNDATIONS AND SLABS B_ CONSTRUCTION AREA AND PHASE MITIGATION MEASURES FOR SOIL STABILITY AND EROSION CONTROL BEFORE AND DURING HOUSE CONSTRUCTION. C. GEOTECHNICAL REQUIREMENTS NEEDED YO ALLOW THE IMPLEMENTATION OF THE, NEXT HOUSE CONSTRUCTION PHASE. O CONSTRUCTION DESIGN PERIMETERS ON A LOT BY LOT BASIS. E FOR LOTS 21 THROUGH 34, THE UNSUITABLE FILL MATERIAL SHALL BE OVER EXCAVATED DURING CONSTRUCTION OF FOUNDATIONS FOOTINGS, AND FLOOR SLABS. ADDITIONALLY, THERE WILL BE LIMITED EXCAVATION AND REMOVAL OF THE UNSUITABLE SOIL DURING DRIVEWAY CONSTRUCTION. F. FOR LOTS 35 THROUGH 40, THE SLOPE FOR THE 'UPPER PORTION' (SOUTH END) OF EACH LOT KILL BE FLATTENED DURING LOT DEVELOPMENT TO ACHIEVE AN INCLINATION OF 2.5:1. ANOTHER ACCEPTABLE OPTION IS TO PROVIDE A CANTILEVERED CONCRETE OR MECHANICALLY STABILIZED EARTH RETAINING WALL. LOWER PORTIONS (NORTH END) OF THE LOTS WILL HAVE THEIR SLOPE PROBLEMS CORRECTED DURING LOT DEVELOPMENT. 6. THE APPLICANT IS ID INCLUDE, AS PART OF THEIR SINGLE FAMILY HOME PERMIT, THESE GEOTECHNICAL RECOMMENDATIONS AS WELL AS A LETTER FROM THE GEOTECHNICAL ENGINEER THAT CERTIFIES ON A LOT BY LOT BASIS, GROUPED IN PHASES, THAT THE HOME, FOOTING AND FOUNDATION DESIGN ADDRESS AND FULFILLS THEIR GEOTECHNICAL RECOMMENDATIONS. PRELIMINARY PLAT NO. L93 -0014 FINAL PLAT NO. L99 -0018 7. DURING CONSTRUCTION, THE GEOTECHNICAL ENGINEER IS TO OBSERVE THE IMPLEMENTATION OF THE HOUSE DEVELOPMENT' PLAN. FIELD REPORTS ARE TO BE SUBMITTED TO THE CITY AND TO INCLUDE A. TEMPORARY EXCAVATIONS FOR CONSTRUCTION PHASES AND MITIGATION MEASURES B. IMPLEMENTATIONS OF FOOTINGS FOUNDATIONS, RETAINING WALLS AND FLOOR SLAB AND DRIVEWAY PLACEMENT ACCORDING TO THE GEOTECHNICAL RECOMMENDATIONS C. BACK FILL AND PREPARATION OF IMPLEMENTATION TO A ADJACENT CONSTRUCTION PHASES ACCORDING TO THE GEOTECHNICAL RECOMMENDATIONS a THE GEOTECHNICAL ENGINEER IS TO PROVIDE CERTIFICATION ON A LOT BY LOT BASIS. THAT 715 WORK HAS BEEN ACCOMPLISHED- IN ACCORDANCE WTI THE GEOTECHNICAL RECOMMENDATIONS 9. EACH OMER IN ITS PURCHASE OF A LOT, HEREBY ACKNOWLEDGES THAT THE PLAT OF HIstLRVIEW ESTATES, AS APPROVED BY THE CITY OF TUKWILA, CONTAINS AREAS CONSISTING OF STEEP SLOPES EACH OWNER HEREBY RELEASES THE aTY o TUKwNLA AND ITS OFFICERS AGENTS AND EMPLOYEES FROM ALL CLAIMS ACTIONS, CAUSES OF ACTION, COSTS ATTORNEYS' AND EXPERTS FEES OR PROPERTY DAMAGE ARISING FROM THE PRESENCE OF STEEP SLOPES WITHIN THE PLAT; PROVIDED, THAT THIS 1FE`LEASE SHALL NOT APPLY TO CLAIMS ACTIONS CAUSES OF ACTION, COSTS ATTORNEYS' AND EXPERTS' FEES AND PROPERTY DAMAGE RESULTING FROM THE SOLE OR CONTRIBUTORY NEGLIGENCE OF THE CITY OF TUKWILA, ITS OFFICERS AGENTS AND EMPLOYEES. CITY OF SEATTLE UTILITY EASEMENT P.M. #230415 -1 -011 THIS EASEMENT GRANTS TO THE CITY OF SEATTLE (HEREAFTER REFERRED 10 AS GRANTEE), ITS SUCCESSORS AND ASSIGNS, THE RIGHT, PRIVILEGE AND AUTHORITY TO INSTALL, CONSTRUCT, ERECT, ALTER, IMPROM REPAIR, ENERGIZE OPERATE AND MAWTAIN ELECTRIC UNDERGROUND DISIRIBUIION FACILITIES TRANSFORMERS DUCTS VAULTS MANHOLES CABdNETS' CONTAINERS CONDUITS WIRES AND OTHER NECESSARY OR CONVENIENT APPURTENANCES 70 MAKE SAD UNDERGROUND AN INTEGRATED ELECTRIC SYSTEM ALL SUCH ELECTRIC SYSTEM IS 70 BE LOCATED ACROSS OVER, UPON AND UNDER THE FOLLOWING DESCRIBED LANDS AND PREMISES SITUATED IN THE COUNTY OF KING STATE OF WASHINGTON. TO WIT- THOSE AREAS HEREIN WITHIN THE PLAT OF FOSTERVIEW ESTATES DESIGNATED AS 'UTILITY EASEMENTS AND /OR ACCESS AND UTILITY EASEMENTS'. TOGETHER WITH THE RIGHT AT ALL TIMES TO THE GRANTEE, ITS SUCCESSORS AND ASSIGNS OF INGRESS TO AND EGRESS FROM SAID LANDS ACROSS ADJACENT LANDS ABUTTING THE DESCRIBED EASEMENT AREA FOR THE PURPOSE OF INSTALLING CONSTRUCTING, RECONSTRUCTING, REPAIRING RENEWING, ALTERING, CHANGING, PATROLLING, ENERGIZING AND OPERATING SAID ELECTRIC SYSTEM, AND THE RIGHT AT ANY TIME TO REMOVE ALL OR ANY PART OF SAID ELECTRIC SYSTEM FROM SAID LANDS ALSO THE RIGHT TO THE GRANTEE ITS SUCCESSORS AND ASSIGNS AT ALL TIMES TO CUT AND TRIM BRUSH. TREES OR OTHER PLANTS STANDING OR GROWING UPON SAID LANDS OR ADJACENT LANDS WHICH, IN THE OPINION OF THE GRANTEE INTERFERE WITH THE MAINTENANCE OR OPERATION OF ME SYSTEM, OR CONSTITUTE A MENACE OR DANGER TO SAID ELECTRIC SYSTEM. IT IS FURTHER COVENANTED AND AGREED THAT NO STRUCTURE OR FIRE HAZARDS WILL BE ERECTED OR PERMITTED WITHIN THE ABOVE DESCRIBED EASEMENT AREA WITHOUT PRIOR WRITTEN APPROVAL FROM THE GRANTEE, 11S SUCCESSORS AND ASSIGNS THAT NO DIGGING WILL BE DONE OR PERMITTED WITHIN THE EASEMENT AREA WHICH WILL IN ANY MANNER DISTURB THE FACILITIES OR THEIR SOLIDITY OR UNEARTH ANY PORTION THEREOF, AND THAT NO BLASTING OR DISCHARGE OF ANY EXPLOSIVES WILL BE PERMITTED WITHIN FIFTY (50) FEET OF SAID LINES AND APPURTENANCES THE CITY OF SEATTLE IS TO BE RESPONSIBLE, AS PROVIDED BY LAW, ANY DAMAGE IN THE CONSTRUCTION, MAINTENANCE AND OPERATION OF SAID ELECTRIC SYSTEM ACROSS, OVER, UPON AND UNDER THE PROPERTY GRANTED IN THIS EASEMENT OR ADJACENT LAND THERETO. THE RIGHTS TITLE, PRIVILEGES AND AUTHORITY HEREBY GRANTED SHALL CONTINUE AND BE IN FORCE UNTIL SUCH TIME AS THE GRANTEE, ITS SUCCESSORS AND ASSIGNS SHALL PERMANENTLY REMOVE SAID POLES, WIRES AND APPURTENANCES FROM SAID LANDS OR SHALL OTHERWISE PERMANENTLY ABANDON SAID ELECTRIC SYSTEM, AT WHICH TIME ALL SUCH RIGHTS, TIRE, PRIVILEGES AND AUTHORITY HEREBY GRANTED SHALL TERMINATE. D01 -153 UNE I DIRECITON I DISTANCE ELI'. N8959'54'W 40.25' EL2 N003904E 10.13' as N8959'54'W 5626' 0.4 N73'41'I7'W 10270' EL5 N7341'17'W 262' ELI 61936'.34"E 456' EL7 N8778'54E 51.21' all NO907'32E 72.44' 0.9 N5720'04E 27.23 ELIO N8373'46'E 29.05' 0.11 N132557 E 22.55' EL12 N8936'14'W 46,42' EL13 N140936Y .35.05' 0.14 N8876 09'W 47.06' a/5 N8876 09 5.12' all N1653'05E 32.00' EL17 N2170'45E 25.84' ale N8240'23'W 14.86' EL19 N72'4147E 20.92' 020 N5202471W 3209' 021 N5202'47'W 28.92' EL22 N892056 "W 26.97' EL23 N897056'W 2439' 024 689205616 16.55' 0.25 N60'41 J6 E 5267' 026 NO000•0E 9.61' 0.27 N8920561W 33.40' 0.28 S7539'14'E 4.391' 0.29 N683239E 2242' EL30 N1938'54'W 38.71 EL31 143255'12'W 3344' £1.32 N852257 49.06' 0.33 65157'35'E 18.82' E1,34 N08'45'04E 2204' Ei35 N410835'IV 2268' 636 NO232'461 21.13' 0.37 N645341'W 60.03' 0.38 NO23246'W 19.88' EL39 N3.805'34'5 23.66' 0.40 N6453 41'W 41.66' 0.41 N380534E 16.16' EL42 N747.9'416 26.99' EL43 NO35632'W 31:75 0.44 14345932E 25.95' EL45 N06'19'49E 15.18' EL46 N2635'42'W 1493' 0.47 1402'44'34T 17.08' EL48 N350521E 21.05' 0.49 N22'4240T 16.28' EL50 N8748'28'W 20.74' -ELM" 687'48'28'W 10.83' EL52 N87'48'28 'W 257 EL53 NCI37'43E 50.00' EL54 N355T5TW 74.34' EL55 5535715'E 80.93' OPEN SPACE EASEMENT LINE TABLE CITY OF TUpYRA APPROVED OPEN SPACE EASEMENT CURVE TABLE CURVE I RADIUS I LENGTH I DELTA ECI ' 5311' 57.93' 6229'43" EC2 47.00' 17.23 2059'52' EC3 3.3.27 6225'18' EC4 20.00' 49.81' 1424151' SEP - 6 2001 AS NOTED FOSTERVIEW ESTATES A REPLAT OF A PORTION OF TRACT 67, RIVERSIDE INTERURBAN TRACTS, AND AND A PORTION OF TRACT 19, FOSTORIA GARDEN TRACTS IN GL. 2 AND GL. 3 AND THE SW 1/4 OF THE NE 1/4 OF SECTION 15, T. 23 N., R. 4 E., W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON I_ N J R.L. McDUFFY & ASSOCIATES, INC. DATE 2/7/00 I LAND USE CONSULTANTS DAT BY KMr. ENGINEERS • SURVEYORS a PLANNERS a MANAGEMENT JOB NO. 96089 3605 COLBY AIEMIE DEFER, WASHINGTON 98201 (425) 258 -4438 FAX (425) 258 -1616 SHT 4 OF LOT # PHASE PLAN PORCH AREA AREA LOT # PHASE PLAN Igigir AREA LOT 1 1843B X LOT 21 B 2119 LOT 2 1843A X LOT 22 2060 5 LOT 3 A 2119 1 LOT 23 1568A LOT 4 2246 LOT 24 1568B LOT 5 B 2108 X 2 LOT 25 C 1843A LOT 6 2246 LOT 26 1843B LOT 7 2246 LOT 27 D , 1843A 7 _ LOT 8 2108 LOT 28 1843B LOT 9 2108 LOT 29 1843B LOT 10 2246 LOT 30 1843A LOT 11 2108 LOT 31 2060 LOT 12 1568A LOT 32 2119 8 LOT 13 A 2246 3 LOT 33 A 2060 LOT 14 2108 LOT 34 2119 LOT 15 min (I) LOT 35 c 1843B 9 LOT 16 2108 MOD'ED (2) LOT 36 1843A LOT 17 2246 LOT 37 1843B LOT 18 2060 4 LOT 38 1843A LOT 19 C 2119 LOT 39 1843B LOT 20 2060 LOT 40 D 1843A 10 40ME PLAN MATRIX & SCHEDULE - • - • - - • • - • • • - • V•V•VV,./ VVVVVVVV V V V V V V V V V V VVVVV VVVV,/ OME DEVELOPMENT PLAN PHASE A PHASE B PHASE KEY PHASE C PHASE D 1568B 1843A 1843B 2060 2108 (SEE SHEET C4 FOR STREET ADDRESS OF EACH LOTS) 6 CONDITION L CONSTRUCTION OF IND FOOTIPIGS, FOUNDATIO IN ACCORDANCE DEVELOPMENT MAK 2. THE HOUSE DEVELOPM AREAS. EACH AREA IS TO CORRESPONDING CON 3. THE CONSTRUCTION AREAS PER THE GEOTECHNICAL OF TERRA ASSOCIATES OR AN ENGINEERING FIRM AS APPROVED BY 4. THESE GEOTECIINJCAL RECOMMENDATIONS AS PART OF THE SBMITTAL FOR EACH OF RESIDENCE PERMITS; ON A LOT BY IN CONSTRUCTION PHASES. S. THESE RECOMMENDATIONS ARE TO INCLUDE SPECIFICS FOR A. TEMPORARY EXCAVATION RECO AREA TO ALLOW FOR THE INSTALL& FOOTINGS, FOUNDATIONS AND FLOOR S S. CONSTRUCTION AREA AND PHASE MITI° FOR SOIL STABILITY AND EROSION CONTRO DURING HOME CONSTURCTION. C GEOTECHNICAL REQUIREMENTS NEEDED TO ALLOW TAHOE °EAMON HOME DEVELOPMMT D. CONSTRUCTION DESIGN PARAMETERS DNA LOT E. FOR LOIS 21 THROUGH IR THE UNSUITABLE SHALL BE OVER EXCAVATED DURING CON FOUNDATIONS, FOOTINGS, AND FLOOR SLABS mill ELL BE LIMITED FICAVANON AND REMOVAL SOIL DURING DRIVEWAY CONSTRUCTION 1 FOR LOTS 35 THROUGH 44 THE SLOPE ON THE (SOUTH END) OF EACH LOT WILL BE LOT DEVELOPMENT OT ACHIEVE AN ACCEPTABLE OPTION IS TO PROM A MECHANICALLY STAMM RETAINING WALL THE (NORTH END) OF THE LOTS WILL HAVE THEIRS CORRECTED DURING LOT DEVELOPMENT. 6. THE APPLICANT IS TO INCLUDE, AS PART OF Elk S1NE FAMILY RESIDENCE PERMIT, THESE 0 RECOMMENDATIONS AS WELL AS A LETTER PROM THE ENGINEER THAT CERTIFIB ON A LOT BY LOT BASIS GRO THAT THE HOME. FOOTING AND FOWDA ADDRESSES AND FULFILlS THEIR GEOTECHNICAL RECD MENDATEINS 7. DURING °DESTRUCTION, THE GEOTECHNICAL ENG 15 10 OBSERVE /E THE IMPLEMENTATION OF THE HOUSE DEVEIDEM • PLAN. REPORTS ARE TO BE SUBMITTED TO THE CITY OF VELA AND TO ADDRESS A TEMPORARY EXCAVATION OF CONSTRUCT' MITIGATION MEASURES. R VERIFICATION OF FOOTING, FOUNDATION, AND FLOOR SLAB INSTALLATION METHODS PLACEMENTS ACCORDING TO GEOTECHNICAL C VERIFICATION OE MCI FILL AM PREPARATION FO IN ADJACENT HOME DEVELOPMENT CONSTR ACCORDING TO GEOTECHNICAL RECOMMENDATI & THE GEOTECHNICAL ENGINEER 15 10 PROVIDE C RITFICIN ON A LOT BY LOT BASIS THAT TEE WORK HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH THEIR GEOTECEDUCAL RECOMMENDATEINS KEY PLAN 1R 0 2 440 : 1 40' TITLE JOB NO, 9801321 LOT # PHASE PLAN MOD'F.D AREA LOT # PHASE PLAN PORCH AREA LOT 1 A 1843B X 1 LOT 21 B 2119 5 LOT 2 1843A X LOT 22 2060 LOT 3 2119 LOT 23 1568A LOT 4 2246 LOT 24 1568B LOT 5 B 2108 X 2 LOT 25 C 1843A LOT 6 2246 LOT 26 1843B LOT 7 2246 LOT 27 D 1843A 7 LOT 8 2108 X LOT 28 1843B LOT 9 2108 LOT 29 1843B LOT 10 2246 LOT 30 1843A LOT 11 2108 LOT 31 2060 LOT 12 1568A LOT 32 2119 LOT 13 A 2246 3 LOT 33 A 2060 LOT 14 2108 LOT 34 2119 LOT 15 moin LOT 35 1843B 9 LOT 16 MOJYFD (2) LOT 36 C 1843A LOT 17 2246 LOT 37 1843E LOT 18 C 2060 4 LOT 38 1843A LOT 19 2119 LOT 39 1843B LOT 20 2060 LOT 40 D 1843A 10 HEOME PLAN MATRIX & SCHEDULE OME DEVELOPMENT PLAN DETAIL% NOTE: 1. FOR EROSION CONTROL • EXISTING SILT FENCE (AS SHOWN ON C•2) TO REMAIN IN PLACE UNTIL PUBLIC WORKS APPROVES REMOVAL. 1843B 2060 2108 2246 2119 (SEE SHEET C -1 FOR STREET ADDRESS OF EACH LOTS) TITLE JOB NO. ; 9201321 SHEET I P1 m O Kappler Associates Date 05.12.00 By pesorIptIan A r c h i t e c t s ARCHITECTURAL PLAN 06.3000MC CLOUD_ HEGS�MIEU1 �a • m LS � m 13400 Northu p Way, Suite 33 Beievue, vvashington 98005 (206) 641 5320 *Fax (206) 641 5318 r. J ■ ?I lltl N A4V W ? W ` I W�lnlnil I FOSTERVIEW PLAT ® Lid TD"PR/YATE Lif.V.4 EES7/T 02 177 03 , 35 CUT & FILL CALCULATIONS (IN CUBIC YARDS) THESE CALCULATIONS ARE BEING PROVIDED TO THE CITY OF TUKWILLA AS PART OF THE PERMITTING REQUIREMENTS. CUT AND FILL QUANTITIES ARE GIVEN AS TWO SEPERATE NUMBERS FOR THE TOTAL AMOUNT OF CUT AND THE TOTAL AMOUNT FILL ON EACH SITE EACH CUT AND FILL QUANTITY HAS BEEN CALCULATED TO INCLUDE 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. LOT TOTAL I TOTAL ; ADJACENT TO LOT CUT FILL WITHIN R.O.W. CUT FILL 01 348 ; 133 I 0 0 266 I N/A N/A 04 60 114 N/A N/A 05 25 193 N/A 06 ! 25 204 N/A 07 22 290 N/A 08 40 227 N /A N/A N/A N/A N /A TOTAL TOTAL ADJACENT TO LOT 09 25 235 N/A N/A LOT CUT FILL WITHIN R.O W. J 10 35 255 N/A N/A CUT FILL 11 60 150 N/A N/A 26 449 i 40 45 0 12 87 j 30 N/A N 27 I 551 40 55 0 13 193 30 N/A N/A 28 647 40 N/A N/A 14 41 150 N /A. N/A 29 424 40 N/A N/A 30 381 40 N/A N/A 16 45 85 N /A N /A 31 38 137 N /A N /A 15 ! 45 150 N/A N/A ; ! 20 ! 140 25 I N/A N/A 35 596 40 N/A N/A I 21 35 25 1 N/A N/A 36 ! 580 40 � N/A N/A 122 I 40 38 I N/A N/A 37 480 40 N/A I N/A 23 40 44 N/A N/A i 38 ! 446 40 N/A N/A 24 282 25 35 0 39 395 40 N/A N/A I 25 266 38 35 0 ' 40 � 473 _ 40 N/A , N/A 17 56 36 N/A N/A 32 35 81 0 83 Pot,- I / V EX LI 18 76 36 N/A N/A 33 38 j 122 0 66 i 19 108 30 N/A N/A 34 35 37 3 7 IID "PR/YATt I TRACT 7117 SOUTHGATE PARK PEDESIRYAN AND PN &/C 1/771/1YEASTNENT 1 Pf7XSTROW my Rae 1/71.h7 EASE4LNT I OPEN SPACE EAfLNENT 1 JO'P%YAIf" 10",7,1447E / SNER ESlIT ORA/NAGEESfLT 1 1111- g I ; _ � - _ . - - fi , . " F+ �' ■•■•4 �•+� . GRADE COMPARISION EX RGYXER. IX CCP. IX GUY PCEE 117 RAW EtVT \ , PROPERT Lew - ]YP (7RAcrgDYf TRACT A O - i STEPS A5ID 1 1 —NEW 5" LYDYG WALK S. 137TH STREET SEE SWEET A50 FOR SITE STEP RFOId'IATICN D01 -153 - -J NEW 5" ASPYL WALK �4 P7fQYe. 9 'mil SEP AS 6 280, TITLE JOB NO; SHEET LI cf Lu 1" 'to -o ' SEWER — - N 6148128" 4.64' [FIN !An I \ VS \ l!!!! I rN \ t 15' PRVATE UTILITIES I I EASEMENT --I----I e t \ I t V : 2.51 SITE PLAN NOTES S THE SHE PLAN SHOWS FOUNDATION AND FOOTING OUTLINES. THE FOUNDATION DETAILS NOTED ON THE SITE PLAN SHALL TAKE PRESIDENCE OVER THOSE ON THE BASIC HOUSE FUN 2. OVERALL SITE TOPOGRAPHY IS SHOWN ON SHEET Pt& & ALL FOOTING DRAINS ARE PER DETAIL 9/P8.0 4. STORM DRAIN - SEE CIVIL SHEET C-& TIGHTLINE FOR HOME SHALL BE 4' NON-PERFORATED ADS N-12 PROVIDE 4% POSITIVE GRADIENT. TIE TIGHTIJNE AND FOOTING DRAIN TOGETHER AT LOWEST POINT IN FOUNDATION. PROVIDE CLEANOIJT AT JUNCTION THEN CONTINUE TIGHTLINE TO STORM DRAIN. & SANITARY SEWER - SEE CML SHEET C-12. SANITARY SEWER SHALL BE 6' SDR 35 WITH A MINIMUM OF 2% POSITIVE GRADIANT. CLEAN OUTS SHALL BE PER CITY INFRASTRUCTURE STANDARDS 6. WATER SUPPLY FROM METER TO HOUSE IS 3/4 TYPE K COOPPER. WATER METER IS FOGTICHT #1 CONNECT WATER SUPPLY TO WATER METER SETTER. SEE CIVIL SHEET C-13. 7. DRIVEWAYS - ALL DRIVEWAYS SHALL BE 4 CONCRETE EXPOSED AGGREGATE OVER 7 OF ur MINUS WASHED ROCK MAXIMUM WIDTH TO BE 20 MAXIMUM SLOPE ALLOWED IS 15% LOTS2,3,4,5,6,7,8,9,31,32,33AND34TOHAVE RESIDENTIAL TRENCH DRAIN TIGHTLINDED TO STORM DRAIN. ALL OTHER DRIVES TO HAVE 2% SIDE SLOPE GRADIANT. 8. CONSTRUCTION SEQUENCING AND TEMPRARY EROSION CONTROL DURING FOUNDATION CONSTRUCTION SHALL BE PER SHEETS PLO , Pt1 , P1.2 , Pt3 AND Pt4. 9. EROSION CONTROL AFTER BACKFILL OF FOUNDATION AND BEFORE IMPLEMENTATION OF LANDSCAPING PER LANDSCAPE REQUIREMENTS SHALL BE STRAW PER KC. SURFACE WATER DESIGN MANUAL APPENDIX D. 15 CUT AND FILL CALCULATED FROM SHEET P16. D01-153 These In have been reviewed Ey thor works for conform ans !,... 't City star, Acceptance is • :7 . , and 011,7 ',sr which do not authonzd .7f dards or ordinances. Th to ,dequacy of the design roots tc, the ciesioner. Additions, deletions o. revi,i300, .0 these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: tM ,c2_1 By: ACCESS 1.-14-ND PO'S t■14 Z1179.44 o2.404446 au W IMOLA AMMO SEP - 6 2001 # NOTED ---gr -- 10 20 ------- -- 0 0 ,a2 En Ii SHEE P2_9I r o 0 m� V •-- i - t -- - -r • -. i 29 0 PROPERTY LINE - f' PROPERTY LINH III j PROPHRTY LINH i p ^ i PROPERTY LINE 8 j 8 8 IN 8 18 18 14 1 i4 14 8 I 8 8 � � ' 8 {11 P6.5 I SHEET I JOB NO.. TITLE ' Kappler Architects, P.S. 14311 SE 16th ST, Bellevue, Washington 98007 (425) 641 -5320 * Fax (425) 641 -5318 DUJAR DI N Date B Y Description ' , ,h, �� k ■; ■ ,5•12•00 PERMIT SET 0 LOTS B • 0 D. FOSTERVIEW ESTATES THIS DRAWING IS 0 COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT r o 0 m� V •-- i - t -- - -r • -. i 29 0 PROPERTY LINE - f' PROPERTY LINH III j PROPHRTY LINH i p ^ i PROPERTY LINE 8 j 8 8 IN 8 18 18 14 1 i4 14 8 I 8 8 � � ' 8 {11 DICJJARDII� Date By Description os /22 /QIJFMFE1tM[TSBT v ANCiiIliai1 JOIN KAI 141r1Y Ill wnSN1NG(ON[ FOSTERVIEW ESTATES THIS DRAWING IS G COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT -- --- _- .- ---- - --.. 1 1 1 1 1 1 1 1 i 1/; i l I l l Ir I I • t l l! • 1 1 1 1 • 1 1 1 1 1 1! 11! l I I 1 I 1 I 1 ,i __H I I I L . PROPERTY LINE f iR i � rid i!E C A iii A iC A iN jW g 14 I 1 1 1 I! i I!, I 1 I Y I I I I I 1 1 1 1 1! 1 1 1 1 fl, z DIr- m TWO m O 1 <m ma0 ra � 1 *= I i I i i i I i i i 1 j i • i i; I!;! i I! i ! I i; I i i I i 1 I 1 1 •1 It I — ;. i---i - I - I • ; - •I.J_ ; •I l l i l - I - I - 4 - i. PROPERTY LINE N 15 i$ A I Ia 111 Iq IS ip I� i� IS X4 IS li I; ! i i ! I I( I! I 1 1 1 1 1! 1 1 1 1 ; 1 l l i I ; 1 I ! i r i i i i i • i l I i 1 1 1 1 i I l l , II I l li i I i i j i Prii! I i :i• I I j j I i 1! I! _ I I, i •I ! i t i I i •i I 4 # i i i l i i Ot iI 7i; I i _ I I g ! r I PROPERTY LINE I I Kappler Architects, P.S. 14311 SE 16th ST. Bellevue, Washington 98007 (425) 641 -5320 * Fax (425) 641 -5318 PROPERTY LINE PROPERTY LINE EDI 11 1 I I 1 I •F— Y -1 • t — ! i l i i i i 1 i i i i i l l i l l i l z 1 1 1 1 1 i I 1 -I IF I It 1 8 it it it i ; 1 1! 1!; ! 1 ! i i a i l i Ii i III! I I I I; i i I 1 i i i 1 I V I I I 4 1 1 I 1 • V I I I* . 1 1 1 1 I 1 I I I ! 1ROPERTY LINE 1 1 1 1 1 1 l i i / I I 1 1 I 1 I • i i l l l l l l l l 1 I L II I • iii i; i i l i i i 1 i i i 1 1 i L! ! ._{_ iP _ L 1 J- t I J . PROPERTY LINO S ji 4 m ;,11 ;,11 4i 1 5 j5 iNiSIS Itl IS IS 1! I l 1 1 1 I i ! i l 1! I i r! i •1 1! 1 I I I i t I ; •I ! ! ; i I • i i ; ; ! ; I 1 f i ; ; 1 1 VA. ( 0 VITA! I OP'NASH), I (FOR FROST 8'-0' MAX SPAN NOTE TWD DECKS ULLL NOT BE I/5ED FOR ALL CONDMONS. INSTALL LOUER DECK OLT WHEN GRADE REIU .ES. 2xb RALNG 242 •5 V2 OC (OR MST. 15711N NOT TO EXCEED 4 5/4 x 4 TK CDR DCKS 2x8 P.t DECK J5T AT 16'OL ATTACH LEDGER I 2ROWS OF VI• LAG BOLTS AT R oc TYP. TJI FLOOR F RN'IINCs RR BOARD PER FLAN MID PT. BEAM ECC66 TO POSTS 18OVE AND BELAW 2x FAOA BOARD (2' GREATER DEPTH THAN JOISTS) (U3 /4' LAC: BOLT AT EACH END b. KNEE BRACE. 7TP bxb P.T. POST V CB66 FINISH GRADE (4) 4 BAR %ERE RUB INTO FOOTING •4 BAR URAP • IT 0c. MM TOP AND BOTTOM 36,36,10' COD PAD dMN BAR EACH WAY ON SOLD SUBSTRATE FOOTING DEPTH PER GE)TECH ENGWE' TYP. DECK CROSS SECTION 3/4'=/-0" 06200 TOP OF BAR 3/4'=f -O' TOP CF BAR 3 /4 =T-O° 111E11 gr-Y 12 CLEA 12' CLEAR SEE DET• =ID FOR 3' -8' FOOTNG • • .TRICTICN N.TS. (DIVA MEET OUNDATION DETAIL 4 VIEW_ BAR • TO' OC, RLL HEGHT OF WALL (DN.3 SHEET A-V •4 ',ERE.; BAR• 5' oc (DIV 3 MEET A-LI 4 HORN BAR •60'oc DX, 3 SHEET A. 4 BAR CONT (ID SHEET A-U (8) 4 BARS. (DN. 3 SHEET SOLID SUBSTRA - SEE DETAIL 9P5ID FOOTING DR4N CONS (DIV.2 SHEET A. TOP OFJ BAR FOUNDATION DETAIL 4W-IT TOP CF./ BAR } 3 -2' I' -3' Nf5 NTS FOUNDATION DETAIL 3/44-0* '.I g.. VL' CLEAR SOLID TE 4 CONC. 10' I, I' -10 OVER VAPOR - NTS NTS FOUNDATION DETAIL 3/4' =T-O f= illll= 5/81.x10 AB. W/ : ' . 76•• SG STEEL FLA - • 4' -0 OG (DIV. ET A -I) EXCEPT AS NO • 514EARBALL • x ..� TMM 815ED. VERT. J BAR GRGO • B' oc E (DIV.3 SHEET A-0 DAMP PROOFING (Div. T SHT AUTn ▪ HOTS BAR •10'oc 1'-6' OVERLAP RIM) (0N.3 SHEER A-0 SEE. IL 9P8.0 FOR FOOTNG • M CONSTRUCTION /DIV.2 A -I) SEE DET:.., 9r1.80 FOR Tb FOOTING . CONSTRUCTION (DIV 2 SHEET (MN BAR CONT.':._ (DM 3 MEET A. SOLID GE6TRATE 4• CCNG SLAB OVER 4' OVER VAPOR BAIRRIOR 5/81.x10' AH UV 270 STEEL PLATE OL.(DN. AS NOTED TOP CF FIG - r- TOP OF BAR TOP OF BAR 03300.06 V 3/4 =1 03300 - 01 FOOTS. NOT SLIDE IN THIS CONDITION, SPANS 5/8'4x10' W/ 27076•• SLL HORIZONTALLY TE WASHERS • 4' -0" OC N.3 SHEET MIA EXCEPT M SHEA91141.L T MN_ EMBED. (2)4 BAR •TOP 4 VERT. BAR 89•-0' MNL X •0' 3SHEET A -U ?- FOUNDATION DETAIL 3/4W-0' FOUNDATION DETAIL 12 4x10 .4B. W/ 270'X3•' SO_ STEEL PLATE WASHERS • 4• -O (DIV.3 SHEET A-1) EXCEPT AS NOTED ON SEARUALL SCHEDULE T MN. EMBED. (2) .4 BAR • TOP' 4 HOW_ BAR B I' -6' COR-ER OVERLAP (DIV. 3 SHEET A -I) •4 VERT. J BAR 16' OL, ALTERNATE BENDS (DIV. 3 SLEET A -I) TIGHTLME. DAMFFROOFMG (DIV. l SHEET A -I) SEE DETAIL 5/P80 FOR FOOTING DRAM CONSTRICTION (DIV 2 SHEET A -0 SOLID SUBSTRATE (3) •4 BAR CONT. (DIV. 3 SHEET A -I) 5/8'0x10' AB. W/ 27076•' 5 STEEL PLATE WASHERS • . •:... 0 . (DIV.3 SHEET A -I) �'• AS NOTED ON SCHEDULE T MM (2) _. (DIV. SOLID 9JB5 SEE DETAIL - - FOOTING DRAM (DIV.2 SHEET A -U FOOTING DRAIN DETAIL 3/4'=4 -O' ND F0C3TUG DOES NOT SLIDE M THIS CONDITION, FOOTING SPANS HORIZONTALLY. FOOTI. DOES NOT SLIDE M THIS CONDOM FOOT. SP HCIRIZONTALLl TOP CF SLAB NAT; FOOT. DOES Nk`)I.SLIDE N THIS CONDITION, FOOT R• HDRIZCNTALLY. TOP 6 SLAB TOP aF SLAB GRANULAR STRUCTURAL HU_ SEE SITE SPECIFIC FOtNDATION DETAIL FOR FOOTING CONSTRICTION. FABRIC - MIRAFT 500x OR BELL TKLRLNE WASHED 778' MATERIAL -0' MN. OVER FOOTS DRAM 4 RIGID PERFORATED PIPE (4x MM. SLOPE) 5/81.x60' AB.11/ 27053•' - I STEEL PLATE MBE. • 4'-0 OG (DIV.3 SHEET A-U EXCEPT AS NOTED ON S7EAR IJ- SC HEDULE l' FM BRED_ CD MBAR • TOP • VEtE BAR• U6' OC, RILL WRFC CF WILL (DN 3 SST A-11 •4 VEREJBAR 0 oc . (DN.3 SLEET A-U 4 NORI. BAR. oc (D(, 3 MEET A-V DAMP FR70FN's ( DIV 1 MT AU TK4RF_RE •4 FORE BAR 3'-0'• IA' oc (0N.3 SHEET A-U (5/ MBAR CANT. (DN. 3 SHEET A. SOLD SUBSTRATE SEE DETAIL 9•80 FOR FOOTING DRAM CONSTR CTIOX (DIV_ 2 SFIEET A-0 03300- )2I•4 STEEL TOP • VERY. BAR• S OC, FRE H EGHT CF WALL (DIV.3 SHEET A -U S TOP OF J BAR 5 VERT. J BAR GR 60 e5oc c.z NOTE LOG, MIST BE N. (DIV.3 SHEET A -U L1$ FLACEHR10RTORte. S z B4CKRLL CF WALL •4 HORZ BAR • 8' oc (DIV 3 SHEET A -U DAMP PROOFING DIV l MIT AU TIGHTLR E BAR 40- 0••9'ac TOP OF SHEET A-I1 03300 -12 mem GRADE 2' 8' 8' NT6 OUNDATION DETAIL 3/4W-0" FINER GRADE DAMP PROOFING ( DIV. l SAT AU 4 NORL BAR • D' oc �'yl' -6' OVERAP CHUM) 742•.3 SHEET A. (52 .4 BARICONT. (DIV 3 541E c't 570'9x10 AB. W7 2'•'x3/16' S.O. STEEL PLATE WASHERS • 4' -0 OL. (Div. 3 SHEET A -1) EX AS NOTED ON SHEARUALL SCHEDULE l' MM (2) 4 BAR • TOP •4 VERE B• 'r' oc, RILL HEIGHT OF (DIV 3 A. • x VERT.J BAR •6'oc (DIV. 3 SHEET A -U o° "•yl{� SEE DETAIL TRUCT FOR FOOTING SEE DETAIL 9P8 DRAM CONSTRICTION IOTA)SHEET A. FOOTING DRAM ▪ ION (DIV. I SHEET A -I) SONIC SUBSTRATE 4 COT,.. SLAB OVER 4' IRO:IK OVER VAPOR BARRIOR BAR • TOP • VERY. BAR• m' oc. R11J- HEGHT CF WALL (DIV 3 SHEET A -I) VERT. J BAR GR. • 5' (DN.3 SHEET A -U 4 HORZ BAR • 8' oc (DN. 3 MEET A -U DAMP FROLFUG (DIV l SHT AU' •' 50. • 4'-0' U EXCEPT EMBED 4 NOR. 3'-0' BAR • 10' oc (DM 3 SHEET A -I) BAR CONY. 3 SHEET A -I) 4' ROOK OR GRAD FOUNDATION DETAIL NOTE (001NG DOES NOT SLIDE N ORS CONDITION, F0071. SPANS HLRIZCNTALLY. TOP CF SLAB FOUNDATION DETAIL 03300 -68 `f / 3/4 =T 121.xD' AB. W/ 27076•' S125TEEL PLATE WASHERS • 4' -0' O.C. (D1v. 3 SHEET A-I) EXCEPT AS NOTED ON SFHEARWLL SCNEDI.E T MIN. BRED. CV .4 BAR •TOP •4 HORN BAR 10' 0.C.,1 CORNER OVERLAP (DI 3 SHEET A -I) 4 VERT. J BAR K' OL_ ALTERNATE BENDS (DIV 3 SHEET A -I) TIGHTLME .. DAMPPROOFING (DIV l SHEET A -I) SOLID SUBSTRATE (3) At BAR CONE (DIV 3 SHEET A -U 4 VERT BAR • 16' OC FULL HEIGHT OE WALL (DIV. 3 SHEET A -I) 4 VERLJ BAR. oc (DIV. 3 SHEET A -I) Al HOW. BAR a D' oc (DIV. 3 SHEET A. DAMFFROCH. ( DIV l MT Al) TIGHTLME TOP 4 BAR CONT. TOE A -U (2)•4 EAR a TOP TE 4 VERT. J BAR • 6' oc (Div. .3 SHEET A -1) 03300 5/81.x10' AB. W/ 2'X1'X3/I ELL STEEL PLATE WASHERS a 4 4' -0' O.C. (DIV. 3 SHEET A. EXCEPT AS NOTED CN SHEAR HALL SCHEDULE T MM EMBED. •4 VERT. BAR • IT OC FULL HEIGHT OF WALL (DIV. 3 SHEET A -U •4 HORZ BAR • 10' oc (DIV. 3 SHEET A -I) DMP PRO NG DI( DIV l 514T Al) TIGHTLME •4 HORZ BAR 3' -0' • D' oc (DIV 3 SHEET A -I) ION 03300 -04 (1) 4 BAR CCN T. RI AT TOE (DIV 3 SHEET A. SOLID SUBSTRATE SEE DETAIL 9P80 FOR FOOTING DRAM CONSTRUCTION. (DIV.2 SHEET A. SHEET P8.0 XEYSILKT WALL 4 " RIDGED PERFORATED PVE 10 "MAYA7E DRAW., ESIT 10"FRYAE PE ERRIA CAMP ARC 07117YEASOIEVT '° R/OG/O PERFOT RAED P /PE SEE WACL OETA /LS RDES72AN ANY) PC8L/C O7L7Y EAST 20' PUBLIC UTL?Y/ PEOESIRIAN EASEMENT 15 "/WW1EORAN/AL, ANDS ES., L>g 18 18.4 EX 78" CMP 4 F R L PL7✓ Tr wA7 PIPE .SxE- fYAEL_ DEIA7L5._ ___.___ . CB 4014 CB 31 10 PRAOIE ORA/NALEESIIT PEDES7721AN tO RIN/C 017U7r EASEVOIT 70 MANAGEE9IT 10' WALK /CURB UF7L/TY EASEMENT I 75'R%YAIE LTRIT ORA9✓AL {L3MT 31 LX ROCKERY EX. GUY POLE EX CO/VC WALL /E 171.43 TRACT " 77E /NTO vt CATLW BASIN ►� �eaa E 10 5' EIVEX PAWN SINGE OE ENT c -9) NO7E AS-BOLT /NFORMA11ON IS AS OF 9/30/99. MANHOLE LIDS AND DRAINAGE ACCESS LIDS IN PALEtfENT AR AY AJA RIM ELEVAAONS MAY CHANGE AFTER FINAL L4 tITR O ASPHALT PAPEMENT HAS BEEN APPLIED. WATER Cd/RSE 42 - Cie ARCH WA7, COURSE WATER COURSE 25 22 121.73 119.61 26 > 0.3 1 N� 2 ='16X169 /' 1 l ff� - 29(1)6' II) 7 .94 138.59 72 Af44 E), 14224 (72 s,, 13566 (367N149 / 29A(IYP //) 14922 131.72 (36 NWJ, 131.77 (36 SE) 30(TYP //) 14461 141.61 (OVER/ -701Y ELEV), 134.61 (72NWJ 13031 Or NE OUT), 737.96 (36 WEVAULT , 3 74006 (N ACCESS) 142.63 (MIDDLE ACCESS) 144.07 (5 ACCESS) 39A TYP 138.9 136 2 12 SW, 13672 (72NE) 37 \ \ \ \ \ N N \ \ N N. N "N, \)\ 'N PP W/ LOY /NA /RE CONC. WALK PP W/ BASKETBALL HOOP PLANTER BOX EX ROCKERY GRAVEL DR /YE CB RE 9332 /E 8974 1752 /E 88.94 (242 5H00 ASP /. DR/YE CONC DR /YE GRAVEL OR/ GRAVEL DRY ti SOUTHGATE PARK 50 R.a76792� 8' "S['� /eta 772" AV 20' PURL /C 1/77L/7Y/ PEDESTI /AN EASEMENT GAS .� pp 31 0 EDGE OF EX ASPHALT B /OF/L Tla 17ON SWALE SEED M/X RD, 492LC:E 02371/CE MERE RED7OP A0705725 NBA EDGE OF EX. ASPHALT PLOLCLD TO EAST EX ROCKERY I :\ it♦ \ a6'" 5.64 PR \ EX CONC. WALL I \ ti `\ \ \ 15 SO EX GUY POLE I \ \ \ I S \ \ \\ \ \ \ \\ \\ L4- R/00/0 PERFORA7E0 PIPE SPEC //7CA77ONS GRA OR A , I M4IC7H LAVE EDGE OF EX ASPHALT (ABANDONED) D \ F s NOTE ES GAS LOCATE D -1 WEST EDGE OF PAVE -- L J \ 0 0 ,,,,,,kk 5' WALK/ \ \2 a\ % / v UAL/TYEASEMEN o \,,,,,, 24 \ \ \ \ \ \ \ \ \ \. \ \ 55 � INFASHT PIA D77 I D7Y E,19BI/p X FON \� k , Z \ \ .35 97 319 490 80 \ \ 9E440019 FORM AMY 77AS M RNEAT A RATE Cr 80 LAVAa% 1118/ ADDIDDYAL ERros G. t \ MRIJYES Cr NAME N 7LUD RAMS SUCH AS AIL N ISH (=WAD ACl/11/S YAW= OP Q 1SEIVAS 596E AVER(E.0209.4R5PALOS1L 2 \ SOWN S'A r (: BL },{ OF OMBPS AS REOUR@D BY 77E CEO: i AWA97EPYAWS ,5,791 A'S a577 (79Pfm LAORYIRA RE'E'D CANG4RY ERASE v lL`E `� (PHALAAXS AWAIDWRCERj AID NAD�YELOl2£�S118FE(LNIAVAI SAUCA19 )) g SHALL ROT BE USED WMP ANY OIP 'L1.i� 7ANCEN \ S LOGE OF EX AS //ALT ALL WORK SHAG/ BE /N CONFORMANCE /WTH 65 DOT (APWA) STANDARD PLANS ANO .SPEO17CATOYS FOR ROAR, 5406,6 AND MUN /OPAL CONS7RUCAOV AND O AIL TY OF 7UXA STOPM DRAINAGE STANOAROS. CATCH 8.49NS SHALL 8E TYPE UAKESS 071/ERH1Sc NOTED. TYPE // CATCH HAS/NS SHALL BE 54-INCH ALL TYPE I CARP/ BASKS SHALL HAYS LADDERS AND SAFETY STEPS DRAINAGE P/PE SHALL BE POLYE7HYLEWL SWOON/ WALL/N6,1606 (N -12 BY ADS GW E01/ALA UNLESS 017IF01SE NOTED. PYC P/PE SHALL BE AS771 0-3034 CDR 05 COP SHALL BE ALLGII✓1/M, 16 641,10E. UNLESS OAHERHISE NOTED. CATCH BASIN INLET SHALL BE VANED GRATES 1017H 7 RL/- -CURB FRAME F04 YERACAL CURBS (SEE KING COON//OAG ND 2 -015 SHT C -/B) OR ROLLED CURB FRAME AND GRATE (SEE A7NG COUNT DWG NO 2 -020, SHT C -18J, AS APPROPR/AIE CURB FRAME AND GRATE (SEE KR✓G COUNTY DAV NO 2 -020, SHT C -741, AS APPROPRANE CB 70% i o 2 E21521 EZ157r C8 8 2Y 2711, LB S 125100 ° 50-• 124100 1, 123100 a CB >2 -� CB 15X\ 11 NORTH GRAPHIC SCALE EDGE OF EX ASPHALT (ABANDONED) 40 80 NOTE THE FOLLOWING CBS ARE ACCESS OR JUNCTION STRUCTURES, NOT /NLETS, AND HAVE SOLO COVERS. 6 74 1//A, 188, 24A, 29 299, 30 40 40A, 42, 46 £X /S ROADSID E DITCH 8 CA TCH BASIN DATA ( 70 AF L LB OF CURB MERE aces ARAUPEPRE3 W) 1aiu,12 jiYAY Hill MEET an 1 22238 219.33 (8N) 2 2164B 21548 (BNS) 3 21200 21067 (87V 21052 (8N) 4 204.75 200.10 (8 S), 20005(6W) 5 18615 781.22 (8 181.13 (12CVW) 18102 (72 NEJ 6 159.69 78609 (12 7 77477 17173 (12 SWJ, 17166 (12 NE) 8 17443 771.40 (8 2) 9 17463 171.72 (8 SE) 70 15696 18554 (12-0 11 15070 17579 (12'f(2 17569 (12 12 179.30 17541 (12 SE), 175.33 (72 NW) w 13 188.58 18442 (12 NWJ 14 18320 176.84 (12 ° SENE) 15 17785 17411 (72WW), 17409 (12 SE) 16 176.81 17355 (12NW),' 17556 (12(12-NE) 17 174.55 17050 (B SE) 18 174.97 17004 OVERFLOW EELEV. 170 00 (29".41k (29".41k 8.9 167 B SE), 750,67(36NW ° 150.57(8 DUT 18A 17545 766.45 (B SW), 165.95 (12 16065 (36 NW,SE,NE), 75054(87V T) E OU 199 176.95 77324 (12 ° SWJ, 16065 (36(36-5E) 1' : 74(.12NW) A 74452 13977 12 NE)138.77 (12 SE) 21(T)P //) 136.74 12975 12 129.74(12V,, 13124 (B(8 W (12 w), 11955 (7(12-NE) // REMOVE \\ \ \ 31A 15490 15280 (12 \ \ \ ' 318. 15355 .151.80 (12E) \ \ 31C(TYPE //) >56 00 150.0(12w), 148.5 (12 EXISTING) \ 5 32 151.62 14749 (12 E W) 5 S 33 148.69 14574 (12w) 14564 (12 E) \ '\ \ 34 75033 74537 (72 EW) \ 35 143.45 C44.35 RIM 5 \ \ \ 36 176.53 17374 (12 E) 37 166.58 (12iy.,2 16631 (1259, 16625 0.2-0 o S \ \ SEA 171.21 16610 (12 ° S) \ ,\ \ 3B 159.97 15737 (12 SY) 15727 (12E) \ \ Ss 152.69 149.39 (12 5W), 14914 (7211/14!) \ \ 40 15267 15045 (OVERFLOW ELEV), 140.93 (B NE 01/1,2 1 S X 140.82 (36 SE,SW) 1 40A 15310 145.60 (12 SE, BNE), 141.45 (6 SW), \� \ 74135 (36 NWJ \ \ 41 15 . 1.72 148. 68 (8 "Sly) S \ \ 42(T)P //) N 146.49 139.85 (72V, 139.77 (8 S) 158.15 (B SW), \ ' 5 13907(15W) V � \ 43(TYP II) 10626 10516 (12 SWJ, 103.00 (15 SE) 102.91 (15 NW) \ 1 NO I \ \ - 44 22064 21785 (W) 45 16071 166.12 (B SW) S \ I 46 73006 12817 (153 72606 (7,5 NW) E14,35(12V 1\ , E74,37 (L2 19 C 1 „ D LLA)L 9 - -R 0,00 I Si 137TH STREET 12 -1M3H CUL PENT (MATCH EX 4VfE7P1) 12 SD EDGE OF EX ASPHALT WATER COURSE 153 RAE ATROMFO SEP - 2001 AS NOTED L p(PIRR 3 -15 -00 PLANNED RESIDENTIAL DEVELOPMENT FOSTERVIEW ESTATES DUJARDIN :: DEVELOPMENT COMPANY _g 70'RwM1E SEVE4 E9VT 70' U771/7Y EASEMENT UI7L/TY EASEMENT " 1iCd7 NOTE. AS -BOLT /NFORMA770N IS AS OF 9/30/99. MANHOLE LIDS IN PA/EVENT ARE IN A7P. RIM ELEVA11ONS MAY CHANGE AFTER F/NAL LAYER OF ASPHALT PAIEMENT HAS BEEN APPLIED. PH7E57764V AID RIBliC U7IflyEASEME7 IN JD 1#47.9 TRACT "A" 75'RWYAIEMANAGE AAD.41ERE::'T SOUTHGATE PARK XEY570WE WALL EX SAN MH .4-30 RE 187.7 7816 AU HAA45MES SHALL HAL£ [ADAMS AND SAFET Y SAPS SEAS? RPE SHALL EE P1 AS771 D -.32234 SLOP EX SAN AIH /9 -31 RE 2084 /E202.2(8 S& EDGE OF EX ASPHALT SPEC /F7CA17ONS ALL WM SHALL - AV CLAWDIMANCE M77/ IS GMT MAIM) STANDARD PLUMS AAW SPEO69cAmas Fta4 Rla44 AYME AND IMMORAL G 5'7/PLC7K (NY Cr 71AaffLA RaILA: maws SEEP S7kLO1 VAAM DEIELORMENT STANDARDS AND t/AL MEMO? QS7RCT STA4OARD SPEO7CANONS NAM/LIES S VALE BE 4B iY DVANE7E1t 77 'E 1 NTH E029/71 DC Laa1ES 1ME MAXSILW h192HT Q. Dim RCMP A Oi£ 7hE CLI E SHALL BE 24 M43= nvezzem RUNE AND COHSE BASE SEC1AaV SHALL CaVTALY A R41'FABRICAlED CLWCITETE CHAMiEZ VMS? PASS SZPRaPlID R1A577C LAKOP BY CU LAOL7P L777 OR EO/AL ALL MANHOLES £5WL BE ClIA/ li ZED 717 7hE GROW OF 7HE SEARS 771E 1MENT or ME 01/71ET MC? SJYALL & A AMIRAI F al FEET BELON 717E 17VCDIONO AVIENT ELEIADENS EX SAN MH RE 2371 /E 2301 W ) DO1- 153 EX SAN MH /70-12 RE 108.46 If 101290 (8"/N S) 42 ROCKERY /E 700.24 Or OUT N) EX CONG WALL NO7E• SEE S7173" C -15 & C -16 Rao AMBLES NO/I'111 GRAPHIC SCALE 0 20 40 50 LOGE OF EX ASPHALT (ABANDONED) OANHOLE P /PE DATA MH NO /MH NO. S /0PF 1 2 955X 2 EX 1271X 3 4 6.51X 4 5 1.94X 5 6 7.738 6 7 2.67X 7 11 10 30X 8 79 10.352 79 9 8_ 84X 9 70 5.35X 10 71 1198X 11 12 14.95X 12 13 866X 73 14 5.29X 14 15 724X 15 18 15.20X 16 17 545X 17 15 224X 18 EX 1446X 20 19 1513X 00 (LOT 32) 20 122X -t I EX SAN MH {10-33 ro EX. SAN MO #10-37 E 146.1 t - 3: - 13 - §1 STREE AS WED EDGE OF EX. ASPH D PLANNED RESIDENTIAL DEVELOPMENT FOSTERVIEW ESTATES DUJARDIN ;; DEVELOPMENT COMPANY AN ALLEGRE ENTERPRISE EVERETT PRONE 334 -5018 /H NO R/M E V /NEERT ELEV I /7E 92 171.69 2 /6599 75977 755.35 3 1.9 18741 4 8330 173.01 17287 5 779.09 17129 171.79 6 777.58 16963 16953 7 174.78 76696 76672 8 789.93 78120 9 17B70 17042 17013 10 17227 76372 76342 11 168.67 159.22 (FROM MH 7) 759.22 (Azov( MH 10) 15572 (ouT) 12 157.93 14790 14745 13 753.45 14295 14265 /4 144.68 13548 73518 75 136.60 73190 (FROM 44H 14) 737.77 (FROM MH 77) 73141 (ouT) 16 15338 74673 17 1'O. 13547 13532 18 120.90 11150 17095 19 186.09 77563 (FROM MH 20) 17554 (FROM MN 8) 17514 (OUT) 20 A 19758 If 1341 (8" /N) /E 7338 (8' OUT) EX. SAN MH #10-32 RE 149.86 1E 14211 Or {{) /E 141.45 (8° S) /E 147.35 or E) 8741 CITY OF TUMA Angel) SEP - 6 2061 EXPIRES. 3 -75 -00 Z � ryy J 6L F w LU LU V / LU • ffi ( / ) t 0 LL C -12 f - 2'1201ETANEME 1111 05 127A 13 w. TIMMAWMAX O 25' AMR 7D LAWNY OFFSET OF /RON C L' �� tom' ' �t• 1- AR/MICIAAV R'Z!T ASSENEY17025 DETAC 12 S 137Th' S (DOE OF Ex ASPHALT \\ ,- 8 1 -B xA A'iINf1�R(ivx COMMIE X 8 RIMY 8 EAD GI INDY LIEROCALEMOff COW EIEROMI ^ ate , 4 6e 'kr STANDARD NOTES A48TALL AEM PRVSTAT. O e I Y (SEE 57fTC -14 ti !ERECT 847E780W AS AL47D 25'AMX PER 31/117 1- 8'x8' 7iZ 1II x R) 1 - B 617E N41UEPA)x/z1 1 -B" 611E MILE 01.1 1- 8'x6'. F (aV xRJ 1- 6'611E WILE el x Kj1 /MOW EV MBRMT AD IISS5ALL M 7MD BMW INK (N75'k /.. APPROANIA7E LCCA1KNSS' GY"E,NDVG UD1/J/ES HAW B W °STAKED FROII AWARE RECORDS AND ARE ShOWN FQR CUVt•DMEN1 77EL2117RAC7UP SYIALL BE REEPONSEILE FOR i£RIFM.A770N GF LACAMN SHORN AAD FOR D5CCISMY OF AOGY7XJYAL U77_11ES NOT SNOW SO AS 7D AVM DAMAGE °R 1361UPBANCE 7/E QaV7RAC77aP SHALL CIaVTACT DE U77L/7E3' UMERGROVAD LOCA?NaV CENTER (1 -X0- 424 -. ' t5) PR/OR 7D CaR 7AVC17aN DOE OMAER LW /ITS REPRE3ENTADME STALL BE COVTAC1ED P A U1Y11Y COWW.CT DOS= 2 CON7RAC7OR SHALL NO77FY 116778CT ENO/NIER A 11//a /W OF 48 /A'a.PS AV ADVANCE a- ALL REV/JESTS MR STA/LA 7ES77/Wi CW ASPECT/ON i CONTRACTOR /S RESPOALSOXE Fa? CUV7RYX AT ME OF STAAPI A CONTRACTOR SHALL FORMS'? & # ° DPAIVM S Fa? APPROVAL NE/ME RfLC€%D BY DE DETM SWCF7CA77DYK5' AND MR YARLI770W FRS N 771E DIf;y1t EYS L MOY S CLNIRAC70R SVALL INSTALL- EOURNBVT AV ACCORDANCE NTH MAY.FACTL44ER5' REGOVMENDATX2 S MD 1125 SP*7.P/O477ONS AND CITY Qf DAYMCA STA424192£ Li CON7RAC1 W SHALL &WNW ALL MAMMALS 7 ALL /WIIEPI/AW PIPE SHALL BE D COKE ROY MISS 52 POSH-ON ..OWT OR AEEWAAI AL .47/N7; Q MENT-LAY£D (AS9 A21.4) Ea7DPRaR ca47ED RAH MN TAR YAA31R9'L ?67A&A77ON JD EE M' ACCORDANCE NTH MANUFACTURERS REC014/019A11O S ALL R77ISCS S'/ALL BE CAST /R N AAD SHALL CONFOINI 70 AP1 4BLE ADR77CWS CP ANCO' STANDARD A21.14 A21.11, Ble£2 B16 4 AND A21.54 NON A Walla/ PRESSURE RAMC OF 150 P57 AD MCL BE CEMENT -1AA72 8 ALL GATE YAWS 7D BE NLELLER. ALL MDSPANIS 10 BE ,414 2L Ed Ed MT-AS AM LAC TAPS 70 BE MADE BY COV7RAC7012 MD /125 SLPERW7D1SJV7; E7WMAR27P AAD CITY OF TL4YMCA LACC°ECILW AR/ST BE A 1777E9 48 NUNS AV AMAX iQ CAST APOV AECII /MAL ..GSWT Skala' COUPL/NOS REOUNE2 11 TAPPKC MIMES SHALL BE AN.t2LE7P CAST rCfV EPDXY 0247M 5115. aR RGM/AC MT NON STAW1ESS S7EE2 FLANtZ 12 CCSV7RACJOR LS RESPaMBLE FOR LERIFYING ALL DOWNS PPE APES AND SIZES FOR CYX/PLISS;x Gta1KEC770NSSy CUT-ASLSj AND LAE TAPS 1.1 S 1/2 FOOT N/NM ON COVER O127P ALL 10 7DNINN APES 14 DELE701 R TO PAY Fa? STAFF MINTY AD CITY /NSPEC710W FEES 15 ALL 187DR LOCAT/OAS 70 BE COORD/NA)ED 11177I %ATDP DIS77i7CT/125 SIPMVV7EM SDVT. 1a ALL 03577NO ARE HYDRANTS AND A/AMS 777 BE OPERA770NAL APKAP 70 LGMAENCE E7VP LYN37RGC770N 1Z NO CHANGES ARE 70 BE AA CT WI/OUT MIPA7DV APPROVAL BY DE W /125 S7A4ERWM47- ENT GP DLS7RJCT ENcFAEER AW THE .27Y CP 7UKMVA PUNE' MARS MOWER 18 NSW? 70 MD / 125 CONLV77 NSS AND STAVARag AD 10 DE QTY OF 17.8 A STANDARD SWOP/CAMAS AMP ALL REA/ANV/NL NO7E5' AD PETALS 12 PPOME .7/4' SERMCE" LAVE AW TAP Gia1WEC77C1KS Fa? EACH 045Th% i NITER AETDP. 2a A/AADIN/N ALLOIVABLE OPEN 7RENCW SHALL BE' BO FEET. 21 SPICE PILES a/ALL BE CO/ EWV DURAVO ALL PERMS OF PNEQPITAT1OA 22 4/011F7ED PADC1 W COAPAC77OV AND II4(S'7LIPE CLN7RL'Y TEST REOAPED AW Cp9E3' OF TEST REAM'S .Staf877ED 70 THE LYS771CT EFICEd P P. AU CO PAC1fON ORDER PALM AM JRAPAC AREAS SMALL BE DSX MAMMY Y DANWTY 4/017 OED A4GL7AR PER ASik' D -1555 ALL 077E? AREAS 10 BE SOT NA.bMA/ LL'7VSYWY' NOSW7fil APC1C7241 23 ALL OIL W5 ARE HTORAN1S AM SOAVES 70 77E AE7E? S7L 7D BE AYYXLYED AS PART CFA(( PRESSURE AND PURNY 7M1S AV E7G2P77CWS 24 7RA17) ' CON7RLY SYL4LL BE /N ACCOR7ANV.l' ND/ QTY OF 7//KMLA RE V7S 25 ALL PIPE Am ARPYAP7ENANi'255 TO BE 7ES7ED R/ WNW 10 FEET CF ANY LOI CRON POINTX UNLESS O1IIERNSE APPROSED BY EAGIVEER 28 C NCREIE NAST SHALL BE MOWED AT ALL al9875 ICES VAL tt3' CW ODE? APPURTENANCES MERE AVTh WAL FAMES REDUAE REMNANT BLCQI4C SHALL BE AV ACCORDANCE MOH IV /125 STANDARDS 2Z ONE 1ES'7INO 4ND D/ NFEC7KW Cf DE PARR S)57DY SHALL BE N1AESLM BY LAD 1125 f - 8 AE (EV x F{I \ 1- CAE MICM"(1Z x148 f - t+'F!'AE 2 GYLN4>a�S7S'RER 11178125 Ll'Z 4 \ 1- MAPAMTASSI9HY(MS4'AVA� ( E t 81240 41 3 - 77)J ALL REIRN£D H7DRA 7S Sf/ALL BE AWALEA D 7D DIE MEd D57EdCT YAW BY DE OLVARACTOS 1- 8'x 4' 7+" °a1PECTAX 4 W R7 ACM 8'W - 4' 145 itRT agar R2CC.47E EX 4' VAL SE LDCE Of OLACRE7E IX ASPHALT , w (OP 49. \ \ 1 - 8' x 5 7EF (/ X F7,) 1 - 6' 14TE VALE ,REMOW EX AEM H MALC(1(15.7"RUA / CONCRETE mocraI4; W f COOfRL7TDAYk ( � \ �_r CONCRETE WALL `CONCR J WALK CN✓cRETE STEPS CONCRETE DRIkE LOB CT LX ir 'pore - 8'X6'TE7 ('1JxTy' - 6 = DiEME tit xKQ 1 - NKWAMTASSEVEY(115 COACREE 110C10AC NORD/ GRAPH /C SCALE 0 20 1" = 40' 80 D01 -153 PLANNED RESIDENTIAL DEVELOPMENT :: FOSTERVIEW ESTATES DUJARDIN DEVELOPMENT COMPANY AN ALLEGRE ENTERPRISE EXPIRES 3 -15 -00 & REIT PHONE: 334 -5018 96152.00 C -13 �m■�� j��l��Ifll i l 1 ■ 1 .!....III Side Elevation Rear Elevation Side Elevation DUJARDIN PLAN #2060 FOSTERVIEW ESTATES �1 dll d 0 M. Bdrm. 15'-4 "x12'3" I.C. M. Bath CD ��i i = Ili "1 -T. O IIa11 ,� 1 Bath d I Bonus Rm. 23'5 "x11'10' © COMMON UNPUBLAHED WORK KAPOK. ABBOCWlEe ARCHITECT Bdrm. #2 13'4'x10' -4" Bdrm. #3 12'- 0"x10' -3' Open To Below Upper Floor Plan D01 -153 SQUARE F l I AGE MAIN FLOOR 927 SF UPPER FLOOR 1133 SF TOTAL 2060 SF GARAGE 523 SF DECK PATIO 124 SF SQUARE FOOTAGE IS MEASURED TO THE OUTSIDE FACE CF WALLS_ STAIRS ARE COUNTED ONCE IN TO SPACES AND � ARE NOT INCLUDED IN CALCULATIONS_ Dining 7 32' -O' arag 2 2'3 © aOPYPoOH. ONMOO91® WORK DRAWING INDEX Al. CODE NOTES A2. FOUNDATION & MAIN FLOOR FRAMING A3. MAIN FLOOR PLAN A4. UPPER FLOOR FRAMING A5. UPPER FLOOR PLAN A6. UPPER ROOF FRAMING A7. ELEVATIONS- & BUILDING SECTIONS DL STANDARD DETAILS D2. STANDARD DETAILS S1. LATERAL DETAILS S2. LATERAL DETAILS S3. LATERAL WALL SCHEDULE Family W -8'x21 0 ano Main Floor Plan S EP 6 2001 w11F9 v1D Co Co L9 4 - co p t � v C O CO S CO m � N m � 0 . 0 l oll 1 w ig E g i I' 1 1 I a 1111 I I 1"H a� I��r 4191,i 'a W 1161011 � � € � Ilf a 1140; l i: i 10111 , I1 E I i s i t P - '- ' i! mil 40040 i INali 11 I I ra, a as „g n sBslI il 11 ll i 1 !IR �E 11111;1 s� al S 5I s 0 a g si J si,41 1 $ i° V : a ° a a s ad.= 1 d $i �_ 1 i a 1� Ts H IR ' i it s i lRli ij i %le I w " [ V g S� e RAI VW 1 I I I Al SHEET I-- --I Kappler Architects, P.S. 14311 SE 16th ST. Bellevue, Washington 98007 (425) 641-5320 * Fax (425) 641-5318 STANDARD CODE NOTES Date By Description C N►� x. +vwxra s14+t or wrsn,NranIA THIS SHEET HAS BEEN PREPARED FOR SINGLE FAMILY HOUSING TYPE V NONRATED CONSTRUCTION. THIS DRAWING IS © COPYRIGHTED AND 0 THE EXCLUSIVE PROPERTY OF THE ARCHITECT NM 0 0 . 0 l oll 1 w ig E g i I' 1 1 I a 1111 I I 1"H a� I��r 4191,i 'a W 1161011 � � € � Ilf a 1140; l i: i 10111 , I1 E I i s i t P - '- ' i! mil 40040 i INali 11 I I ra, a as „g n sBslI il 11 ll i 1 !IR �E 11111;1 s� al S 5I s 0 a g si J si,41 1 $ i° V : a ° a a s ad.= 1 d $i �_ 1 i a 1� Ts H IR ' i it s i lRli ij i %le I w " [ V g S� e RAI VW 1 I I I .L/I 4-.01 4 J i ll :. 4 ' -6 ' t ' 4 ' -1 ' 2'2) S ,e/t 1 1,01 1=1 2'- 11111__ 111 -- -_— -- —_ -- _ ____ DM � ® 4',6 ' -9' - -A-- 4'-6 D f?t' aI (i3 L )(] 0 11 01 4' -6' P EI !7_71 AP. S U2' 111 I I MI I _he - 7 , 1 1 I I 171 ,L-I 1 � FP - I Alk a 1 FP - II ( 01 -- V ' , s € m I•� — >ett— � _ Covered ( FP-11 ) P orch 4 AGG SLAB • I L ( � 8 j (FP -14 ) 16' - 6' �® 3'-0 UL' ' 4' -5 1/2' • a i l CDC_ .9.. 0 (FP -10 ( Garage (9P -3) I 1 ( 11 ( ( FF -I J i I , 1 ilk 11 VP I ( I T I t I l ' t t A 7 _ FP -18 ALL FLOOR JOIST ARE: 11 -1/8' TJ1 PRO I50's AT 192' oc VERIFY W/ MFG LAYOUT. SEE DIV_ 0E400 START FRAMING HERE CRAWL SPACE VENTS 1. CRAWL SPACE AREA 92S SF 2. CRAU L SPACE AREA / 150 = 6.19 SF Of VENT AREA REQUIRED 3. TYPICAL VENT SIZE = 14',8'x15 (156 EFFICIENCY) = 58 SF PER VENT NET FREE AREA 4. VENT AREA / 58 = 1068 VENTS REQUIRED. 5. II VENTS SHOWN (SEE FLAN FOR LOCATION) 6. II VENTS x 58 = 638 SF OF VENT AREA PROVIDED. 1. VENTS SHALL BE COVERED. WITH CORROSION RESISTANT WIRE MESH WITH OPENINGS OF 1/4' MAX. 8. VENTS LOCATED IN RIM JOIST MUST BE PE0IAF!£NP_Y BAFFLED_ U16E0 502141 Patio ( - Il( 32•-01• 32'-0' 4 DI Aft 001 -153 FOUNDATION /MAIN FLOOR FRAMING PLAN aro I FOUNDATION KEYNOTES I FP-I FP -2 ( FP -3 ( CRAWL. SPACE VENT. SEE CALCULATION BELOW SEE DI, I SHEET A -I ALL CRIPPLE WALLS ARE 2x6 OR 3x4 a 16' oc UN.O I4' MIN STUD LENGTH PER MC SEE DIV. 6 SHEET A -I 4x10 BEAM LINE MIN I' CLEARANCE FROM CONCRETE AT END OF BEAMS SEE DIV. 6 SHEET A -I 4x4 POST (SCAB POST AND BEAM WITH 264) CN 90' FELT ON MAT FOOTING UN.O. PROVIDE 4x6 POST a BEAM SPLICE t POSITIVE CON- NECTION FROM FONT TO FOOTING- PER DETAIL 16/131. SEE DIV. 6 SHEET A -I - 6 MIL BLACK POLYETHYLENE GROUND COVER ON GRADE SEE DIV 1 SHEET A -I ELECTRICAL SERVICE= PROVIDE (I) 2 12' SCHEDULE 60 PVC CONDUIT FOR ELECTRICAL SERVICE AND (I) 5/8'x8' LONG GALVANIZED ROD FOR ELECTRICAL GROUNDING. SEE DIV- 16 AND VERIFY W/ SITE CONDITIONS Fe-y 1 BLOCK OUT IN STEM WALL FOR DOORS, ' ' HVAC, ETC AS REQUIRED 187¢4' CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP SEE DIV. 010022 SWEET A -I22 FP -5 j (Fp ( PP -1 ) ( -$) (FP-I0( ( FP -12) ( F -I 1 PRESSURE BLOCKING OF SAME SIZE AS 1 ADJACENT JOIST. 24724'X1' MAT FOOTING ON SOLID SUBSTRATE W/ (2) '4 BAR EACH WAY OR 12• STRIP FOOTNG PER DETAIL 16/D1 30 MAT FOOTING ON SOLID SUBSTRATE WI (2) 4 BAR EACH WAY OR I5' STRIP FOOTING PER DETAIL 16/01 36,36362' MAT FOOTING ON SOLID SUBSTRATE Ill/ (2) 4 BAR EACH WAY STUB STEEL IT INTO SLAB ® I2'oc (FP -14 ( ( 66 -15 ( (FP -I6( (pp - Il) ( 66 -18 FLOOR JOIST SEE. DIV. 6 SHEET A -I 4x8 BEAM LINE, SOLID BLOCKING BETWEEN JOIST OVER SUPPORT. SEE DIVISION 06100 SHEET A -I PROVIDE SOLID BLOCKING THRU JOIST SYSTEM TO PROVIDE SAME AREA OF BEAM SUPPORT AS ABOVE AND BELOW SEE DIV 6 SHEET A -I MIN I' CLEARANCE FROM CONCRETE AT END OF BEAMS FP ) EXTEND PIER MIN 18' BELOW SURROUNDING GRADE ( FP -I9 FP -20( ( F P -21 1 (FP -23 (FP -24) GENERAL FRAMING NOT SYMBOLS & LEGEND - q�! I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. SEE TYPICAL MATERIALS LIST oN SECTION SHEET 3 SEE GOVERN-BET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. 4 TRUSS DESIGN PT M40416 TRUSS PLAN 5140U.N'IS FOR GENERAL LAYOUT ONLY SEE DIV. 6100 SHEET A -I - TRUSS LOADING SEE DIV. 010001A SHEET' A -1 - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, 24' oc- UN.0. 6 -ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1. RAFTER TAIL 2x4_ VERIFY - 8. ROOF TAIL AND RAGE OVERHANG PER ROOF PLAN. 9, ALL HEADERS ARE 4x10 OF *2 UNA. PROVIDE (I) TRIMMER STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OVER 4' -0' UN.O. SEE DI, 06100 SHEET A -I CONCRETE STEM WALL 8' WIDE WITH MIN- 15'x1' FOOTING: SEE. DETAILS FOR ADDITIONAL INFORMATION. SEE DIV 3 SHEET A -1 CONCRETE STEM WALL 6' WIDE WITH MIN. 12X6' FOOTING. SEE DETAILS FOR ADDITIONAL INFORMATION. SEE DI, 3 SHEET A -1 CONCRETE SLAB ON GRADE SHALL BE 4' THICK STEEL TROWELED FINISH, W/ 6x6 WIAxW1A UALF ON 4' GRANULAR FILL. SLOPE 2' TO DOOR PROVIDE THICKENED EDGE AT DOOR SEE DIV 3 SHEET A-I 6x6 POST ON C1366' 1 ABOVE SLAB ON 36'x36 5' MAT FOOTNG ON SOLID SUBSTRATE W /(4)' 4 BAR EACH WAY. SEE DIV. 3 SHEET A -I 3' DIAMETER STEEL POST EDGE OF CONCRETE PONT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING N PONT LOAD TRANSFERING DOWN rife 5 HANGER POINT LOAD TRANSFERNG DOUN W/ LOADING PONT LOAD TRANSFERED BY KICKER kr e HOLD DOLLN WITH SIZE DESIGNATION V VERTICAL STRAP WITH SIZE.DESIGNATION.. TO REUSED ON FLOOR BELOW STxx HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES. BEAf1 CALCULATION WITH INDEXED NUMBER EXTENT OF. SHEAR WALL TYPE OF SHEAR WALL 5- WALL ABOVE WALL BELOW NOTE UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. z 04 JOB NO 9,108522 ;BASE PLn B2000 -O&3 SHEET A2 99085.22 GLAZING CALCULATION TOTAL SF OF HOME TOTAL SF OF GLAZING TOTAL % OF GLAZING 1669 SF 285.02 SF 17.1 % SF. 15 CALCULATED USING THE REQUIREMENTS SET FORTH IN THE WASHINGTION STATE ENERGY CODE REFER TO ADDITIONAL DOCUMENTATION TO SUPPORT METHODOLOGY OF PERFORMANCE COMPLIANCE 1/2' 32' -0' SYMBOLS AND LEGEND ❑F FAN- DIRECT VENT TO OUTSIDE - BATHROOMS/LAUNDRY 50 CR1 MIN. - KITCHEN 100 CR MIN. -WHOLE HOUSE FAN 100 CR1 MM. VTOS M WHOLE HOUSE EXHAUST FAN CONNECTED A 24 HOUR TIMER - 100 C - i MIFL, VTO ❑T THERMOSTAT a 50' ABOVE FLOOR ®' 110v SMOKE DETECTOR PER UBC WITH BATTERY BACKUP INTO ONNECTED P 24 HOUR TIMER TO WHOLE HOUSE FAN MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR UNITS: PER Div. 15,16 SEE SHEET Al FURN A. PROVIDE 6' DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO RETURN AIR PLENUM AT FURNACE WITH MOTORIZED FLOW DAMPERS. B. PROVIDE THERMAL EXPANSION TANK AT WATER HEATER G_ STRAP WATER HEATER TO FRAMING TOP AND BOTTOM. D_ PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. 12• EATING BAR Kitchen VINYL T -3 I/2 /010 OVI D DOOR Patio CONC. 24' - 5- SHELVE$ 6' -1 UT 6' OV}D DOOR V2 / 4'-5 VI' V 4 -2 U2 2' -0 vr KG0 ( P -4 ) Covered Por CONG MAIN FLOOR PLAN Scab V4'.I' -0' 4 ' CO:0 0 : # DO1 -153 S he ; GENERAL PLAN NOTES I FLOOR PLAN KEY NOTES I ( P -I ) ( P -2 ) ( P -3 ) ( P -4 ) ( P -5 ( P -6 ) (P1) ( P ) I P -9 ) ( P -10 ) l P -I1 ) P -12 ) (P -13) P -14 ) P -I5 ) (P -16) I P - n p-is ) (P 19 ) (P -20) P -21 ( P -22 ) P -23 ) P -24 ) I SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. ENERGY AND AIR QUAIL /Er INFORMATION SEE DIV. lI SHEET A -I 3. SEE BUILDING ELEVATION FOR WINDOW OPERATION SEE DIV. 8 SHEET A -I 4. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 5. SEE COVER SHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. OCCUPANCY SEPARATION: APPLY CU LAYER 5/8' TYPE 'X' GJUJ3. TO ALL WALLS AND CEILINGS OF GARAGE SIDE FROM FOUNDATION TO SHEATHING. WRAP POST AND BEAMS. APPLY (2) LAYERS TO TRUSSES AND TJI FLOOR JOIST. SEE DIV. 010025 SHEET A -I 13/8' MIN. SOLID CORE DOOR WITH SELF CLOSER TO BE TIGHT FITTING SEE Div. 010025 SHEET A -I STAIR ASSEMBLY NOTES. PER UDC SECTION 1003 A. HEADROOM MM. 6' -8', WIDTH MIN 3' -0'. B. TREADS I0' MM. DEPTH, RISERS 8' MAX. HT. C. HANDRAIL MIN 34' TO MAX 38' ABOVE TREAD NOSING. HANDRAIL I NT MM. TO 2' MAX CROSS SECTION DIMENSION AND I I/2' MN. CLEAR FROM WALL, RETURN RAIL ENDS. D_ INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALL(S). E. COVER USABLE SPACE UNDER STAIR W/ 518' TYPE 'X' G11113. (2) LAYERS a CEILING AREAS. F. INTERMEDIATE BALUSTERS', SHALL BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS. SEE Div. 01002.6 SHEET: A -L SAFETY GLAZING PER NBC, SECTION 2406 A. WINDOWS WITHIN IS' OF FLOOR P. WINDOWS WITHIN A 24' ARC OF DOORS C. WINDOWS AT TUBS AND SHOWERS D. GLAZING IN DOORS E WITH. STAIRWELLS F. WITHIN 5' OF TOP OR BOTTOM OF STAIRS SEE Div. 08800 SHEET A -I EGRESS WINDOW PER UBC, SECTION 310.4 SEE DIV. 08600 SHEET A -I IGNITERS FOR GAS FIRED APPLIANCES IN GARAGE TO BE i8' MIN, ABOVE TOP OF SLAB. SEE Div_ 15 SHEET A -1 COVER WALLS ADJACENT TO TUBS AND SHOWERS WITH NON - ABSORBENT MATERIAL TO 10' ABOVE :DRAIN INLETS. SEE DIV. 09250 SHEET A -I (2) LAYERS OF FLOOR SHEATHING OVER FRAMING 8 MAX RISER WITH 10' MIN RUN IF MORE THAN (3) RISERS, HANDRAIL REQUIRED PER UBC, SECTION 1006 SHEET A -I 185,24• CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE DIV. 010022 SHEET A -I 22,30' ATTIC SPACE ACCESS W/ 30' HEAD CLEARANCE. INSULATE AND WEATHER STRIP. SEE DIY 01002.1 SHEET A -I FLOOR MATERIAL BREAK LINE WALL LINE ABOVE WALL LINE BELOW FIREPLACE ASSEMBLY NOTES A. DIRECT VENT FIREPLACES, INSTALL PER MFG SPECIFICATIONS, SHALL, CONFORM TO UBC REQUIREMENTS. SEE Div_ 010025 SHEET A -I B. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO UBC REQUIREMENTS. SEE Div. 010028 SHEET A -I C. HEARTH SHALL CONFORM TO UBC REQUIREMENT. SEE Div 010028 AND 9 SHEET A -I D. 5/8' TYPE 'X' GWB ON HOUSE SIDE OF CHASE CLOSURE TO ROOF SHEATHING. SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS 3' DIAMETER STEEL POST 36` GUARDRAIL PER UBC 5092 A. AT STAIRS SLOPES AT 36' ABOVE STAIR NOSINGS. S. VENT FOR MECHANICAL. 1' CLEARANCE ALL SIDES PER UBC SEE Div_ 15 SHEET A -I PLANT SHELF UPPER AND LOWER LINEN CABINETS SOFFIT AREA INTEGRATED MAKE UP AIR 2x6 STUDS W/ R -19 INSULATION MI, SQUARE FOOTAGE MAIN FLOOR 927 SF UPPER FLOOR 1133 SF TOTAL 2060 SF GARAGE 523 SF DECK / PATIO 124 SF SQUARE FOOTAGE IS MEASURED TO THE OUTSIDE FACE OF WALLS. STAIRS ARE COUNTED ONCE IN CALCULATIONS. OPEN TO BELOW SPACES AND GARAGES ARE NOT INCLUDED IN CALCULATIONS_ ■i• FUR DOIN CEILING FOR HVAC F -8 I ALL FLOOR JOIST ARE: II - /8' TJI PRO 150's AT 192' oc VERIFY W/ MFG LAYOUT. SEE DIV. 06100 START FRAMING HER= 4x12 PF 2 4x12 pF 2 CANTILEVERED FLOOR JOISTS UPPER FLOOR /LOWER ROOF FRAMING PLAN Scala Vd'.1' -0' 2x6 RAFTERS W 2x4 CEILM JOISTS 2x6 RAFTERS W 2x4 CEILNG JOISTS DO1 -153 GENERAL FRAMING N FRAMING PLAN KEYNOTES F -I F -2 -3 I F -4 - I F - 1 [ F - -1 � F -5 F-9 1 FAO F -11 ) F -12 1 F -13 t F -14 ) 1 SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. SEE TYPICAL' MATERIALS LIST ON SECTION SHEET 3. SEE COVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. 4_ TRUSS DESIGN BY MANUF. TRUSS PLAN SHOLLN IS FOR GENERAL LAYOUT ONLY SEE DIV. 6100 SHEET A -1 - TRUSS LOADING SEE DIY. 0I0001A SWEET A -1 - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, 24' 0.6. UPLO_ 6.ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION 7 RAFTER TAIL 2x4. VERIFY. 8. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. g, ALL HEADERS ARE 4x10 DF *1 UNA. PROVIDE CI) TRIMMER STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OVER 4' -0' UNA. SEE DIV. 06100 SHEET A -I BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR HVAC DUCTING. SEE DIVAS SHEET A -1 RAKED PONY WALL ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS. ALIGN EDGE OF JOIST WITH FACE OF WALL ALIGN INSIDE FACE OF BEAM' WITH OUTSIDE FACE OF WALL UPSET BOTTOM OF BEAM EVEN W/ BOTTOM OF JOIST AND TOP OF BEAM. EXTENDS UP ABOVE JOISTS'.. TOP OF BEAM IS FLUSH WITH BOTTOM OF JOIST WITH NO TOP PLATE. CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. ATTIC SPACE VENT SEE CALCULATION SEE DIV. 01002 SHEET A -1 FLOOR JOIST - SEE SCHEDULE DWG. SEE DIV 06100 SHEET A -I SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PRESSURE BLOCKING SEE Div 06100 SHEET A -I RUSH - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS TOP OF BEAM FLUSH W/ TOp OF JOIST AND BEAM EJCTENDS DOUN BELOW JOISTS TOP OF BEAM 5' BELOW TOP OF JOIST TO ALLOW FOR HVAC OYER BEAM AND BEAM BUMPS DOUN BELOW JOISTS 2X6 OVERFRNNING ® 24' OC I ._AC. ) 2X6 CEILING JOISTS ® 24' OC l 1 ova u Two SEP - 6 20U1 hs "°,° SYMBOLS & LEGEND - POINT LOAD FROM ABOVE W/ LOADING. • POINT LOAD TRANSFERING DCYWN POINT LOAD FROM ABOVE POINT LOAD TRANSFERNG DOWN W/ LOADING HANGER • POINT LOAD TRANSFERED BY KICKER . HOLD DOUN WITH SIZE DESIGNATION ° J VERTICAL STRAP WITH 8114 DESIGNATION 'e" TO BE USED ON ROOK. BELOW STxx _ 4014ZONTAL STROP WITH SIZE DESIGNATION O INDICATES BEAM CALCULATION WITH INDEXED NUMBER EXTENT OF SHEAR WALL TYPE OF SHEAR WALL I L WALL ABOVE IZBESEEEEt WALL BELOW NOTE:. UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. TITLE JOB NO.: 99085 SHEET 99085.22 BASF PLN 820000 -063 UI 9-4 ^ ,UI E•,Zl ^ . /I £• 9 ^ .Z• .Z./1 E-dV ,... ( P-5 M. Bdrm. CARPET C r1 5' -6' T -0 12' SD. 3• . 5: �. — G ( P -5 ) i I co I � #3 SD K . 12,51/2' 0 Ile 1 ., n�ivm � ,ui L �.. C M. Bath _ SD Bdrm #2 CARPET ( -5 ) WJ.V. CARPET 1 N CARPET ( P II J;� r 24 t/ ' 5' 3 12' 3' - 3 1/2' - II 12 O ,. VTOS -- - I 5' -2 9 ry �— 3' - 10' - 9 112 _ a DN I4R 3' a il fyll WAL TIffi 3030 MM .9•,6 -- FLATHi 9 ' c M /Cq , �, SF6-F rl�itt TBelow ® Bath VTOS VINTL 2 ' .UI S - .E . ' d. li m> S En I II • � � "l 10-6 I2' 6' -0' 3' -0' 4' -512' 3' -312' , 4-812' / Bonus Rm. -_ CARPET I L, L _ 1 I C 0 s 5046 1040 10' 0' I6' 0' 5046 WALL LINE BELOW ROOF. LINE BELOW 6' -II' 32' -0' -3 I2' 32'-0' 14' -0' SYMBOLS AND LEGEND 0 FAN- DIRECT VENT TO OUTSIDE - SATHROOMS/LAUNDRY 50 CR1 MN. - KITCHEN 100 Cfl1 MN. - U11-Kh-E HOUSE FAN 100 CF 1 MIN. VTOS WHOLE HOUSE EXHAUST FAN CONNECTED A 24 HOUR TrER - 100 CFM MN., VTO pT THERIO'TAT + 50 ABOVE FLOOR O IiV V SMOKE DETECTOR PER 200 2014 BATTERY BACKUP NTERCCVNECTED P 24 HOUR TRIER TO 0 -I0LE HOUSE FAN MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR UNITS: PER DIV. 15,16 SEE SHEET Al AJRN A. PROVIDE 6' DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO RETURN AIR PLENUM AT FURNACE WITH MOTOPJZED FLOW DAMPERS. B. PROVIDE .THERMAL EXPANSION TANK AT WATER HEATER C. STRAP WATER NEATER TO FRAMING TOP AND BOTTOM. D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. 6' -8 B' -SIR' 8 . -0 . 1' -0 UPPER FLOOR PLAN : Srak V4'd' -0' I GENERAL PLAN NOTES I FLOOR PLAN KEY NOTES I ( P -I ) ( P -2 l ( P -4 ( P -0 ) ( P - A) ( P -T ) ( P -8 ) P -9 ) (P -10) ( P -11 ) ( P -12) ( P -13 ) (P - IA) P -I5 ( P -16 ) (P -TT) P -18 (P -I9) ( P - 20 ( P -2I ) ( P -22 P -23 ) ( P -24 ) D01 -153 I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. ENERGY AND AIR QUAILITY INFORMATION SEE DIV.. TT SHEET A -I 3_ SEE BUILDING ELEVATION FOR WINDOW OPERATION SEE DIV. 8 SHEET A -I 4. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 5. SEE COVER SHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. OCCUPANCY SEPARATION: APPLY (I) LAYER 5/8' TYPE 'X' 0.15B. TO ALL WALLS AND CEILINGS OF GARAGE SIDE FROM FOUNDATION TO SHEATHING. IUR.4P POST AND BEAMS. APPLY (2) LAYERS TO TRUSSES AND TJI FLOOR JOIST. SEE. DIV. 010025 SHEET A -I 13/8 IMIN. SOLID CORE DOOR WITH SELF CLOSER TO SE TIGHT FITTING SEE DI, 010025 SHEET A -I STAIR ASSEMBLY NOTES: PER USG SECTION 1003 A. HEADROOM MIN. 6' -8', WIDTH MIN. B. TREADS i0' ME. DEPTH, RISERS 8' MAX. HT. C_ IANDRAIL MIN. 34' TO MAX 38' ABOVE TREAD NOSING. HANDRAIL 11/2' MN. TO 2' MAX. CROSS SECTION DIMENSION AND 112' MIN CLEAR FROM WALL, RETURN RAIL ENDS. D. INSTALL FIRE BLOCKING AT STRINGERS TOP. AND BOTTOM AND ADJACENT WALLCS) E. COVER USABLE SPACE UNDER STAIR W/ 5/8' TYPE 'X' STUB. (2) LAYERS a CEILING AREAS. F. NIthntDIATE BALUSTERS 514ALL BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS. SEE DM. 010026 SHEET A -I. SAFETY GLAZES PER UBC, SECTION 2406 A. WINDOWS WITHIN 18' OF FLOOR 5. WINDOWS WITHIN A 24' ARC OF DOORS C. WINDOWS AT TUBS AND SHOWERS D. GLAZED E DOORS E WITHIN STAIRWELLS F. WITHIN 5' OF TOP OR BOTTOM OF STAIRS SEE DIV 08,800 SHEET A -I EGRESS WINDOW PER SEC, SECTION 310.4 SEE DIV. 08600 SHEET A -I IGNITERS FOR GAS FIRED APPLIANCES IN GARAGE TO BE 18' MIN, ABOVE TOP OF SLAB. SEE DIV 15 SHEET A -I COVER WALLS ADJACENT TO 11.155 AND SHOWERS WITS NON - ABSORBENT MATERIAL TO 10' ABOVE DRAIN INLETS. SEE DM 09250 SHEET A -I (2) LAYERS OF FLOOR SHEATHING OVER FRAMING. 8 MAX RISER WITH 10' MIN. IRAN IF MORE THAN (3) RISERS, HANDRAIL REQUIRED PER mac, SECTION 1006 SHEET A -I 18'x24' CRAWL SPACE ACCESS. INSULATE AND SEATI -ER STRIP. SEE DIY. 010022 SHEET A -I 22 x30 ATTIC SPACE ACCESS W/ 30' HEAD CLEARANCE. INSULATE. AND WEATHER STRIP. SEE DM_ 010023 SHEET A -I FLOOR MATERIAL BREAK LINE We, I LINE ABOVE WALL LINE BELOW FIREPLACE ASSEMBLY NOTES: A_ DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL CONFORM TO SEC REQUIREMENTS. SEE DIY 010028 SHEET'A -I B_ ZERO CLEARANCE FIREPLACES SHALL CONFORM TO IBC REQUIREMENTS. SEE DIV. 010028. SHEET A -I C. I -EARTH SHALL CONFORM TO USC REQUIREMENT. SEE DM_ 010028,AND 9 SWEET A -I D. 5/8' TYPE 'X' GWB ON HOUSE SIDE OF CI-IA5E CLOSURE TO ROOF SHEATHING. SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS 3' DIAMETER STEEL POST 36' GUARDRAIL PER NEC 5002 A. AT STAIRS SLOPES AT 35' ABOVE STAIR NOSINGS. 'B' VENT FOR MECHANICAL. I' CLEARANCE ALL SIDES PER MC SEE DIY. B SHEET A -I PLANT SHELF UPPER AND LOWER LINEN CABINETS SOFFIT AREA INTEGRATED MAKE UP AIR 2x6 STUDS W/ R -19 INSULATION MIN z 1°' O Cn TITLE JOB NO.: 3908522 BASE PLN 62000 -063 SHEET A5 99085.22 J 7 Sheet: UP WOrkS ROOF VENT CALCULATION BASED ON 3 2-1/2 HOLES PER VENT BLOC( . VENT - CS FILAL.3• ON y T1ON - . 3 TOTAL ROOF AREAl25 5F/300 =4.18 SF OF VENT AREA REQ 50 % AT SAVE T. 209 SF REQUIRED 50 % + 36' CMIN) ABOVE EAVE T. 209 SF REQUIRED 3 ROOF JACKS AT 50 SQ. IK EACH =ffi1 SQ. IN.= 104 SF 62 LP_ CF SAVE VENTS AT 52 5Q INiLF =32244 SQ. IN 224 SF 1 GABLE END VENTS AT 12 x24 =35,5 SQ IN. =025 SF 4_ GABLE END VENTS AT 0-x0_ = S SQ. IN. =OAF 5F 2 GABLE END VENTS AT 24 DIA. =11&0 5Q IN. =131 SF TOTAL VENTS PROVIDED ROOF JACKS = 104 5F SAVE VENTS .224 SF GABLE END VENTS . 105 SF TOTAL SF OF VENTS PROVIDED . 433 SF • AREA MAY BE 1/300 IF A VAPOR RETARDER IS INSTALLED ON THE WARPT SIDE CF 11-E ATTIC INSULATION. MC 150532 • EFFECTIVE VENT AREA BASED ON A 30% REDUCTION DUE TO 1/4' ME5W UPPER ROOF FRAMING PLAN S CALE V - 0 D01 -153 GENERAL FRAMING NOTES I FRAMING PLAN KEYNOTES [ F -I ( F - 1 F -3 [ F -4 ( ( F -5'. 1 ( 5-6 1 ( F -I ( F -S 1 ( F -S F -10 ) ( F -11 1 F-12 1 ( F - 13 (F - SFl I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQJIREMENTS. 2. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3. SEE COVER5HEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. 4. TRUSS DESIGN BY MANUF. TRUSS PLAN SHOWN IS FOR GENERAL LAYOUT ONLY SEE DIV. 6100 SWEET A -1 - TRUSS LOADING SEE DIV. 0I0001A 51-1EET A =1 - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, 24' os. UNA. 6.ROOF PITCH - EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1_ RAFTER TAIL 2x4. VERIFY S. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. S. ALL HEADERS ARE 450 OF 2 UNA. PROVIDE CV TRIMMER 511JD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OVER 4' -0' UNA. SEE DIV. 06100 SHEET A -I BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR HVAC DUCTING. USE DIV.15 SHEET A -I RAKED PONY WALL ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS. ALIGN EDGE OF JOIST WITH FACE OF WALL ALIGN INSIDE FACE OF BEAM WITH OUTSIDE FACE OF WALL UPSET - BOTTOM OF BEAM EVEN W/ BOTTOM. OF JOIST AND TOP OF BEAM EMENDS UP ABOVE JOISTS TOP OF BEAM IS FLUSH WITH BOTTOM OF JOIST WITH NO TOP PLATE. CUT ADJACENT FRAM.* MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. ATTIC SPACE VENT SEE CALCULATION SEE DIV. 01002 SWEET A -I FLOOR JOIST SEE SCHEDULE 0155. SEE DIV. 06100 SWEET A -I SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGH5 PRESSURE BLOCKING SEE DIV. 06100 SHEET A -1 FLUSH - 0OTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS 00154 BELOW JOISTS TOP OF BEAM 5' BELOW TOP OF JOIST TO ALLOW FOR HVAC OVER BEAM AND BEAM BuT1P5 DOWN BELOW JOISTS 256 OVERMAN.* ® 24' OC (. F -15 ( 256 CEILING JOISTS s 24' 00 SYMBOLS & LEGEND o, POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING POINT LOAD TRANSFERING DOWN POINT LOAD TRANSFERING DOAN W/ LOADING HANGER POINT LOAD TRANSFEREE, OT KICKER � Q HOLD DOUN WITH SIZE DESIGNATION j5 VERTICAL STRAP WITS SIZE DESIGNATION e TO BE USED ON FLOOR BELOW _STLoc_ HORIZONTAL STRAP WITH SIZE DESIGNATION a INDICATES BEAM CALCULATION WITH INDEXED NUMBER EXTENT OF SHEAR WALL TYPE OF SHEAR WALL a X WALL ABOVE 31==t WALL BELOW NOTES UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED M THESE DRAWINGS. OS Co 19 CO co d 0 'i'�'``w LXL al A V 0) 1) C/S O CO CO N Ct "CC r Q) La L d rp CV m � Q Q / �V TITLE JOB NO. I 9908522 BASE PLN B2000-063 SHEET A6 99085.22 SIDE ELEVATION Scab W.r-0' 111 6dilt 1 1 REAR ELEVATION grab VS•.I' -0' SIDE ELEVATIO Scab VS °.I' -0 TYPICAL BUILDING MATERIALS ROOF CONSTRUCTION ROOFING: (DIV. 7) BUILDING PAPER (DIV. 7) SHEATHING: (DIV. 6) FRAMING: (DIV. INSULATION: (DIV. 7) SOFFIT: Pi. 7) 6WB (D .9) TRIM:(DIV. 6) WINDOW: HEAD: 2x4 (WITH NO BRICK MOLD) JAMB: 2x4 SILL 2x6 CORNER BOARDS: INSIDE: 2x2 OUTSIDE: 2x4,2x3 FASCIA 2x8 UNO 2x3 STOOLBOARD O R Ix. 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TRH 514?YiE 5014G SHINGLES (DIV. 010005) 30# BUILDING PAPER 1x4 SKIP SHEATHING SOLID AT EAVES &11I2 ELOEWHBRE PER PLAN R -30 BLOWN -IN ll2' RE-SAWN PLYWOOD 5/8' GWB EXTERIOR WALL CONSTRUCTION SIDING MATERIAL �D �IV. 7 WOOD SIDING Par" BUILDING WRAP: (Dm 7) 156 BUILDING PAPER SHEATHING: �DIV. 6) 7/16' OSB OR EQUAL ((DD IV. 6) 2 x 4 STUDS AT 16' OC INSULATION: (DP/. 7) R- 13 -BATT W/ INTEGRAL VAPOR BARRIER GWB: (DIV. 9) I/2' OWE FLOOR CONSTRUCTION FLOORING: 1V. 9) FINISH PER PLANS (DIV. 01005) SUB FLOOR 1V 6) 3/4' T &G (PLYWD, COMPLY, OR EQ.) FRAMING: IV 6) PER PLANS INSULATION: (D 7) X•19 BATT SOFFIT. (DIV. 7) Ur R &SAWN PLYWOOD MAN FLOOR FRONT ELEVATION Srab v4•.r -m• Open To Blow E Bdrm #2 FLOOR J01515 PER FLAN FLOOR JOIST5 FER PLAN Family TOP OF PLATE Crawl Space SEE SITE PLAN FOR SITE SPECIFIC FOUNDATION INFORMATION BUILDING SECTION I A Scab V4'.I' -0' Bdrm #3 0 1-153 1 UPPER FLOOR TOP OF PLATE \ MAN FLOOR AIR! SE? - 6 2001 z In 1:11 < Er 14 0 O ii e _ ( F 4r c) n a P. e n 0 c5 Z_ TITLE JOB N0.: 9908522 1 BASE PLN B2000-063 FOU DATIO D TAI NOT=: BASEMENT SLAB MST BEN PLACE PRIOR TO FULL BACKFILLING OF WALL NO INSULATION BETILEEN BASEMENT SLAB AND STEM WALL. TOP OF SLAB OFOUNDATIO 3/4 -0' 2X4 TOP PLATE GARAGE DOOR HDR (SEE FRMG. PLAN FOR SIZE) NAIL SHEATHNG TO HDR W/ Ed NAILS a 3' DC. a SHR WALL LOG .0. ON SHR WALL SGHED. 2 2x4 SKIDS -NAIL SHEATHING W/ Ed NAILS s 3' OC. TO EACH STUD UNO. ON SHR WALL SOED. NAIL Ed NAILS• 3'OC.• ALL PUS, HORS f SUDS LIND. ON SHR WALL.74ED. 2 2x4 AT ANY SHEATHING JOINT 1/16 OBS SHEATHING MIN) 511014 STRAP TIE ANCHOR MAIL TO BOARD FORM. BEND UP AFTER CONCRETE CUR., USE 35 -16.<2 US NAILS EACH 2 -2X4 PLATES. NAIL sum. TO EA PLATE (z)SAT'o 03.U/MICR' EMBEDMENT UNO. ON SIR WALL SCHEO. CONTINUOUS FOOTING APA LATERAL RESTRAINT PANEL 13 CRIPPLE WALL o FOUNDATION 3/8• 4 sr000 oeao -r0- T I 5/3Yx10' AB. III/ 27273/16 SD_ STEEL PLATE UTASF • 4'-0' 0.C. (DM 3 SHEET A -U EXCEP( AS NOTED Q4 BEARD._ SOEDILE 1' MILL EMBED. (2).4 BAR • TOP 4 VERT. BAR • 2' x, RILL +EIGFIT CF WA 1.1_ (DN 3 SHEET A -U 4 VERY. J -BAR a 6` (DM 3 SHEET A -U DAM' PROLE Nz f DN. l SHR AU HORZ 13AR.7 oc T- 6 OVERLAP (1 (DM 3 SHEET A -I) TGHTLNE nSTEPPED FOUNDATION DETAIL 4' MERE FTC. DRAM W/FILTER N 24' GRAVEL BED. (DIY 2 SHEET A -I) (4).4 BAR CONY. (DIY 3 SHEET A -D SOLD SUBSTRATE 4' COS. SLAB OVER 4' ROCK OVER VAPOR BAR:DR (2)•4 BARB TOP 03300 - 24 5/8'0x10' AE3. W/ 270'X3/16 SQL STN. PLATE WASHERS •4' -0' OC. (DIY 3 SHEET A -U EXCEPT AS NOTED ON SEARUALL SCHEDULE T TIN EMBED. Lni _, TOP OJ -BAR Qz 2 .,, OF SLAB _TOP CF FT'G Go 4§9,41 II I,2 CLEAR D TAIL •4 VERY. BAR s 10 oc. RILL HE"GNT O WALL (DIY.3 SHEET A -U 5 VERT. J -BAR a oc (DM 3 SHEET A -1) •4 HORZ BAR* ID oc (DN. 3 SI'.I.T A -U •4 BARB 2'oc (DN.3 SHEET A -U DAMP FROG.. (DN.1 SHT Al) LEAR (5) 4 BAR COAT. (DIV.3 SHEET A -U SOLD SUBSTRATE COIL SLAB OVER 4' ROCK Ov. VAPOR BARRIO' nll=nml =Inn= :=111111E11111I EMI -III mil�mn= nicl =i{un= 111111.111111= i�111�1 -888 1881= HEM ll W{= IN1l= 1fln�RAhI= 3N =1 X81111 MNI-11M- 11N1�-Illlll 03300- 00000 -23 REM BOARD RIM BOARD CRIPPLE WALL 0 FOUNDATION 3/4"4 06100- 03300 -07_TJI 3 /4•4 RIM BOARD TYP.FLOOR -) PER PLAN [DIV. 6 SHEET A -U TIP. EXTERIOR WALL CONSTRICTION PER PLAN (DN.6 SHEET A -U LOCATE SHEATHNG JOINT • Cat". MEMBER LOCATE SHEATHNG JOINT e' Cat. MEMBER CRIPPLE WALL PER PLAN SEE FOUNDATION DETAIL.) TIP. FLOOR FRAM. PER PLAN (DN.6 SHEET A -U TYP. EXTERIOR LOLL CONSTRICTION • PER PLAN (DN.6 SHEET A -U CRIPPLE 3ALL, PER PLAN. WTH A MN STUD LBBTH OF 14' PER IBC SEC, 232015 (DIY 6 SHEET A-U SEE FOUIDATION DETAIL.) TTP. F WALL COSTRCTICN Pl. FLAN (DIY 6 SHEET A -U TYP. FLOOR FIRMING F'ER PLAN (DIV 6 BEET A -U SOLD BLOCKING OVER SUPPORTS LOCATE SHEATH. JOINT e COMMON MISER 1x3 r CONT. SOFFIT VENT Ut' RESNW PLYWOOD a SOFFIT TREATED MD SIL SEE 6.1DATILN DETAILS CANTILEVER FRM'G AT FOUNDATION CDFURRING DETAIL 3/4•=1 -O• 00100 3/4•=1 -0' L 1= 111111 111111 11181= 111111 111E- 11111! 7.: AN FOUNDATION DETAIL ARIES 1101111100 1.0-50- , . 11 =111111= » IIr 0 / ��\ \ POST /FOOTING CONNECTION in SLA © STEM WALL 1 I V )F sw•_r_ (IamrrN.am.In r n I G A /d• -4 _(1" TTP. EXTERIOR WALL C.ONSTRCTIal PER PLANS (DM 6 SHEET A-U 4' CONE. OVER 4' ROCK OVER VAPOR BARRER IR 10 MD MSIRATION 2X10 TREATED PLATE GFFBET 3/4' SEE FOUNDATION DETAILS FOUNDATION DETAIL 3/42t -O• TYPICAL EXTERIOR WALL CONSTRICTION PER PLAN (DN.6 SHEET A-U AIR SPACE S• BULDNG PAPER HOOKED END MASCNRT VENEER TIE TO FRNYING EY 2 SQ FT (Div 4 Sheet AD MA5OIRT VENEER iftg K�T�m 1511 CANT. FLASHING ovum, DOLE 5. 4' -0' OL TREATED MI1D SILL (DM 6 SHEET A-U SEE FOIADATION DETAILS 3 I/2 TTP FLOOR FRAMING PER PLAN (DIV. SHEET A-U TTP EXTERIOR WALL CONSTRICTION PER PLAN (DIV 6 SEEM A-U LOCATE SPE.. JO.e COTTON MEMBER BLOCKING OR JOIST •WALL RIM BOARD FURRING WALL AIR SPACE VAPOR BARRIER DAMP FROGS. (D1 1 SHT Al ) SEE FOUNDATION DETAILS 6 MN. VERIFY GRADE CONTOURS NOTE THIS OPTION CAN NOT BE USED AT SHEAR ow FS 04200.00100.0ZTJ1 BRIT nl9m.Hn Ail _ 111111 111111= 11111t_ 1.- 111111 111111- 111 - 11111 - 2111111E1111110111111 -- II2_illl {I- 111111- 16111= Il VI liaia"T��ra�>•Taii U 3/4=f -O' 0 HANGER OPTION 06100.033oo-2UTa \ I / 3/4 T L GWB. TYP. (DIv. 9 SHEET A -1) INTERIOR BEAR. WALL (DIV. 6 SHEET A -I) IR'o x 10 4,Y 0.C. (DI, 3 SHEET A -U SLAB CN GRADE PER PLAN (Div.3 SHEET A -U VAPOR BARRIER CONT. SPREAD FTC. PER PLAN (DM. 3 SHEET A -I) a 45' (2) .4 BAR CLNT (DIv. 3 SHEET A -I) FOUNDATION /FRAMING CONNECTION FOUNDATION DETAIL 03300-00000-18 v 3/4"4-0 . a oswo-o3 1 3/4 =1-0' EXt. DOOR AND FRAME (DIV. B SHEET A -2 DOOR THRESHOLD FLASHING AS R`Q'D. (DN.I SHEET A -I) NERVESTRAL FLASHNG 4• CONC. SLAB OVER 4' GRAVEL BED (DN 4 SHEET A -U 202 TREATED TTESHOLD TRIM REM JOIST TREATED MID SILL (DIV.6 SHEET A -U •4 vE RL RE -BAR FROIM STEM BOLL 5.43ED INTO SLAB TYP. FLOOR FRAMING PER PLAN. (DN.6 SHEET A -U EXT. DOOR THRESHOLD DET AIL 013100o3800-04_VI 03/4"4-0' RIJ- MOTH TREATED MID SILL HAIY72 PER MFG TIP- - FLOOR FRAM. PER PLAN (DM..6 SHEET A -U EX. DOOR AND FRAME (DI, SHEET A -U X DOOR THRESHOLD FLASHING AS REQD_ (DN l SHEET A -I) NERVESTRAL FLASHING 4• CONC. SLAB OVER 4` GRAVEL BED (DIV 4 SHEET A -U TREATED MID SILL (DIV.6 SHEET A -I) ANSPACE TIP. •4 VERL RE -BAR FROM STEM WALL STUBBED NM SLAB POST AND BEAM PER FLAN EXT. DOOR THRESHOLD DETAIL TTP. FLOOR FRAMING PER PLAN (Div.6 SHEET A -U 001-153 FRAMING/FOUNDATION CONNECTION 8 . aka T_rr =on- 03 -=I-= T . � J EQ EQ. Im Elllll�4 1 ` TOP OF FT'G CANTILEVERED RETAINING WALL s DOES NOT SLIDE IN TH COD' HORIZONTALLY. ® ® -maim = 1i= ° 11111= TOP SLAB 0610L03300.05 TJI \ " J /4•=T - FOUNDATION DETAIL FRAMING PARALLEL TO STEM IUALL IIITASTALYINTATOTAUlilf 12 0x10' AB, W/ 272'X3A6' SR STEEL PLATE WASHERS a 4' -0' OC. (DIV -3 SHEET A -D EXCEPT AS NOTED ON SFEARUALL SCHEDULE MIN EMBED. •4 NORM BAR kV OC, T -6' CORNER OvEfdAP (Div.3 SHEET A -D •4 VERY. BAR SAME AS STUB STEEL SP.._ (DM 3 SHEET A -I) TIGOTLNE DAMPPROOFNG (DIV. T SHEET A-U •4 SUB STEEL FROM FTC: a Y0-` oc_ (Dm 3 SHEET A -I) 4• PERM. FTC. DRAIN W/FILTER N 24' GRAVEL BED (Div 2 SHEET A -U SOLID SUBSTRATE (2) •4 BAR CONT. (Div.3 SHEET a -I; (2) •4 BAR a TOP TIGHTLNE TREATED MID SILL SEE FOUNDATION DETAIL.) M. FLOOR FRAMING PER PLAN (DIV 6 SHEET A -U ' / ^ / �- I \, FRAMING /FOUNDATION DETAIL \ T 1,1 AP -4JY mm�TV,a 03300- 00000-03 0.3300- 00000 -22 •4 VE RY. B 2' oc, RILL (DI,.3 SHEET WALL AR e. (DIV.3 SHEET A -U VERY. J -BARB 8' oc (DIV. 3 SHEET A -U 4 HOR. BARelO' (Div. 3 SHEET A -U 4 BAR • 2' oc =2' -6' (DIY 3 SHEET A (4) •4 BAR CONT. (Div. 3 SHEET A -I) SOLID SUBSTRATE 4' PERM. FIG. DRAIN IWFILTER IN 24' GRAVEL BED. (DIV.2 SHEET A -U TTP. EXTERIOR WALL CONSTRUCTION PER PLAN (DIV. 6 SHEET A -I) LOCATE SHEATHING JONT COMMON MEMBER RN BOARD TTP. FLOOR FRAMING PER PLAN (DIV. 6 SHEET A -U ••..oF� 'PROVED 5/8'9x10' AB. W/ 272'X3/16' SQL STEEL PLATE WASHERS s O.C. (Div. 3 SHEET A -I) EXCEPT AS NOTED GN N EARWALL SCHEDULE l' MN. EMBED. DAMP FROCK.( Div l 5141 Al) 2' CLEAR 03300- 00000 -20 TREATED MD SILL SEE FONDATIO4 DET4J -. 6 2001 AS FRAMING PERPENDICULAR TO STEM WALL TTP. EXTERIOR WALL CONSTRUCTION. PER PLAN (DIV. 6 SHEET A I) LOCATE SHEATHING JOINT e COMMON MEMBER SOLID BLOCK'S • RIM JOIST a EXT. WALL POINT. LOAD BEARING 'PER PLAN T• TITLE JOB. NO.. SHEET D1 BELOW GRADE SPAN NOTE: DELETE RAIL WHEN FINISHED DECK ELEVATION IS 30' OR LESS - ABOVE FINISHED GRADE. 2x6 2.2 ®512' OC (CLR DIST. BTWN NOT TO EXCEED 4' SOLID BLOCKING OVER SUPPORTS 5/4 x 4 TK CDR DCK'G ATTACH LEDGER W/ 2 ROWS OF I2' LAG BOLTS AT ib' oc TYP. TJI FLOOR FRAMING PER PLAN 2x PONY WALL 4x BEAM (5IZE TO REDUCE NUMBER OF POSTS • 2 STORY CONDITION OR WHEN POSTS EXCEED 4' N LENGTH SCAB W/ 2X4 EA SIDE 2x 42' GREATER DEPTH THAN JOISTS) FN:SN LANDSCAPE GRADE TOP OF PIER FLUSH WITH FINN SUB GRADE (3' BELOW FINISH LANDSGAPNGJ ON SOLID SUBSTRATE *SECT*SECT ® BEAM ION 11 II II II II II II L HEADROC'I MIN b' -e', WIDTH MR 3' -0' PER MC 10.45 2. TREADS 9' MN DEPTH, RISERS B MAX HEIGHT 3. HANDRAIL MIN 34' TO MAX 38' ABOVE TREAD NOSING. HANDRAIL 11 MIN TO Y MAX. CROSS 1 1 SECTION DIMENSION l 112' MIN CLEAR FRA1 WALL, RETURN RAIL ENDS PER UBC SEC 1006.9 O TYP. DECK CROSS SECTION L O FRAME OVER WALL DETAIL 3 /4=i -a' 06200 9 3/4•4-0' 12 STAIR SECTION DETAIL 3/4'.1-0' C,1- CYLIGHT, SIZE FER PLAN PROVIDE FLASHING AS RECOMMENDED BY M .c 2x6 CURB TIP. '2x4 • ROOF AND FRAMING MEMBERS TIP. GIUB. • CEILING ROOF FRAMING PER PLAN SKYLIGHT FLARE WELL DETAIL 0616007906 -16 3/4'4 07300 - 06100 -01 WALL STUDS BETCND TE L UST, AN BLOCK AS NEEDED SEE PL SEE PLAN FOR TIP. RISE l RN DIMENSIONS 3/4' PLYWOOD RISER 11/8 HARDBOARD TREAD WTH EASED NOSING I AA H I ; IC I ►i�� II 1. 3 2z STRINGERS TIP. UND. CENTER STRER \ I I I ING WITH 2 - 2x4 STRONG BACK TIP. I I NAIL WALL STRINGERS W/ (2) Ibd WALL TO STUDS :Mil `I I\ li 1 I II 5/8' TYPE 'X' GWB. AS REQUIRED SEE NOTES BELOW 2x KICKER PLATE 4. INSTALL FIRE BLOCKING • STRINGERS TOP 4 BOTTOM 4 ADJACENT WALL(5) PER UDC SEC 1083 5. COVER USABLE SPACE UNDER STAIR WITH 5/8' TYPE 'X' GAB. USE 2 LAYERS • CEILING AREA - FER UBC 1003339 b. INTERMEDIATE BALLISTERS SHALL BE SPACED 4' APART NET OPENING FER MC SEC 5093 061000730037 \ a.i / 3/4=f - 0' 06200-06100-01 ISEE I� \ A35 f� EXPOSED RAFTER TAIL 1 ►TTii?Ii,f III; _GUTTER FASCIA PER ELEVATION TYR ...OR WALL CONSTRICTION EAVE DETAIL F. FLAN GABLE END DETAIL 3/4' =T-0 (6)2, 11114.3..E END DETAIL TYPICAL ROOF CONSTRUCTION TYPICAL FLOOR CONSTRUCTION HI . 48' 00. AT OUTSIDE FACE LP WALL MO LN SHEAR WALL SCHEDULE 2X BLOCKNG WITH 43,1 2' • FIOLES WITH SCREEN TYPICAL ROOF CONSTRICTION TR. PER ELEVATION BARGE BOAC PER ELEVATION 2X4 BACKER FAR BARGE - NAIL TI-RU RCMP SHEATHING WIiN I6d• OC. TIP. 2X4 LUIRICS$25. 4' 00 WITH 2X2 .11.N FOR TR. TYR EXTERIOR WALL CC STRICTION TYPICAL ROOF CONSTR CTICN TR. FER ELEVATIONS BARGE TYP. SEE ELEVAll. 2X4 BACKER FOR BARGE - NAIL THOU SHEATHING WITH 16d • OL TYP. 2x3 LUIRGLERS • 4• 0c. WITH 242 BETWEEN FOR IRM 0610 BLOCKING AT CEILING: LIE' 2x4 LEDGER • INL CEILNGLNE (TYP. EXTERIOR WALL CONSTRICTION). BALLOON FRAME GABLE END WALL 06100. 07300.12 � 3/4'4 - EAVE DETAIL 3/4"4-0" ) SEE ELEV. EAVE DETAIL EAVE DETAIL 06100. 0730013 3/4'.1_0" BUFF. - EXTEND 6' ABOVE BATT. NSUL. OR U ABOVE BLOW NSUL. OTYP. ROOF CONSTRUCTION) 2' MPL CLR FOR vENTMG HI • 48 O.C. AT OUTSIDE FACE GE WALL UNO QN SHEAR WALL SCHEDULE 2X BLOC . WITH (37 2' • HOLES WITH SCREEN EXPOSED TRUSS TAIL (TYP. GUTTER) ` FASCIA PER ELEVATION 11 I' I I \ 2X8 BLOCKNG TIP. ..__ILt...., Ni%i EXPOSED RAFTER .141E rale 06100.07300 -01 06100-07300 -02 (TIP. EXTERIOR WALL CONSTRUCTION) 0610007300.03 001_153 TYPICAL ROOF CONSTRUCTION 2' Mk CLR FOR vENTMG NI • 48' O.C. AT OUTSIDE FACE OF WALL LNO ON SHEAR WALL SCHEDULE 2X BLOCKING WITH 4312' • HOLES WITH SCREEN � TYR GUTTER FASCIA PER.. ELEVATION TIP. EXTERIOR WALL CONSTRICTION 06100- 07300 -04 CAN 0 SEP - 6 2001 NOTED TIRE JOB NO.': TYP WALL CONSTRUCT. WITH WALL SHEATHS. PER SCHEDLLE BOTTOM PLATE NAILING PER 5HEAR04LL SCHEDULE TJI BLOCKS. TYP. TJI FLOOR CONSTRUCTION SHEAR WALL SHEAR WALL EXTERIOR SHEAR WALL SHEAR WALL PERPENDICULAR .6 TO FLOOR JOISTS °PERPENDICULAR TO FLOOR JOISTS PER3/4 =T-0° PENDICULAR TO FLOOR JOISTS OTO FLOOR JOISTS © FOUNDATION 17010 08770 16 3/4"4-0 n� �+ 3/4 =P-0- 17070. 0+300 -01 BOTTOM PLATE NAILING PER SHEARUALL SCHEDULE PANEL EDGE N FIELD NAZI. PER SCHEDULE TJI ROOK JOISTS PER PLAN ALIGN TJI °BOOR JOIST W WALL TOP PLA NAIL PER SHEARIIALL SCHFDtA..E ' TTP. TJI FLOOR CONSTRICTION Tr, WALL CONSTRICTION W 4 WALL SHEATHING PER SCHEDULE NAIL FLOOR SHEATHING TH15 AREA WITH 10 d e 6' oz. EDGES 10 d e 10' or_ FIELD BLOCK ALL EDGES 10 d e b os. PLYWOOD TO BLOCKING BOTTOM PLATE NAILING PER SHEARUALL SCHEDULE PANEL EDGE N FIELD NAIL NGz PER SCHEDULE TJI BLOCKING BLOCK ALL EDGES PANEL EDGE FIELD NAILING PER SCHEDULE TOP PLATE NAILING PER SHEARUALL SCHEDULE TIP. WALL CONSTRICTION WITH WALL SHEATHING PER SCHEDULE SHEAR WALL PERPENDICULAR ° TO FLOOR JOIST- OFFSET CONDITION 11 3/4 "..141 o-0srro O9 NAIL FLOOR SHEATHING THIS WITH 10 d e b oc. EDGES 10de10' FIELD BLOCK ALL EDGES BOTTOM PLATE NAILING PER SHEARUALL SCHEDULE PANEL EDGE FIELD NAILING PER SCHEDULE TJI FLOOR JOISTS PER PLAN TJI BLOCKING c ALL pANEL EDGES PANEL EDGE N FIELD NAILING PER SCHEDULE TOP PLATE NAILING PER SHEARUALL SCHEDULE TYP. WALL CONSTRICTION WITH WALL SHEATHING PER SCHEDULE 1 A SHEAR WALL PARALLEL TO FLOOR JOIST - OFFSET CONDITION 12 3/4' =R0' 1:070- 00t70-10 L STANDARD SHEAR DETAILS & SCHEDULE DOUBLE STUDS AT HOLDOWN CONDITION TYR TJI FLOOR CONSTRICTION SIMPSON HOLDOUN PER PLAN APID 51 EARUALL SCHEDULE 5111FSCN HOLDC IN STRAP PER PLAN MID SHEAR WALL SCHEDULE SEE ARCH. DETAILS FOR - FOUNDATION CONDITIONS ANCHOR BOLT PER SHEARUALL SCHEDULE SHEAR WALL HOLDOWN 314=1 -0 1xd PANEL EDGE BLOCKS: TOP PLATE NALNG PER SEAWALL SCHEDULE BOROM PLATE NALNG PER SIEAaIMLL SCHEDULE d• b'oc FUND. TO RV JOIST PANEL EDGE t FIELD MLS. PER TY° EXMOOR WALL CONSTRICTION UITH WALL SHEATHS. PER SCHEDULE TYR TJI FLOOR COSTRCTION .4 PATE EDGE BLOCKING SHEAR WALL EXTERIOR SHEAR WALL PARALLEL TO FLOOR JOISTS (PARALLEL TO FLOOR JOISTS rip WALL CONSTRICTION WUH WALL SWATHING PER SCHEDULE TIP TJI FLOOR CO TRCTION BOTTOM PLATE NALFG PER 412L SLHECIJ.E ®anae_ 6` oc RTmo. TO WTI JOUST PANEL EDGE E FELD NALWG PER ...LE 70 d NAL.b' or- PLYUD. TO TJI BLOCKS. TOP PLATE NALI. PER SEAM.- SCHEDULE TYP WALL CONSTRUCTION WITH WALL SWATH!. PER 5 EDUE CANTILEVERED FLOOR JOIST 3/4=1 17070- 70-17 TYR WALL CONSTRUCTION WTH1 WALL SNEATHNGs FER SCHEDULE DO1 TYPICAL WALL CONSTRICTION WITH WALL SHEATHING PER WHEDULEE TYP. TJI FLOOR CONSTRICTION BOTTOM PLATE NAILING PER SHEARUALL SCHEDULE TOP PLATE NAILING PER SHEARUALL SCHEDULE ANCHOR BOLT PER SCHEDULE SEE ARCH. DETAILS FOR FOUNDATION CONDITIONS TYPICAL WALL CONSTRICTION WITH WALL SHEATHING PER SCHEDULE TYP, TJI FLOOR CONSTRUCT. BOTTOM PLATE NAILING PER SNEARIMLL SCHEDULE TO PLATE NAILING PER P SHEARLLALL SCHEDULE ANCHOR BOLT PER SCHEDULE SE ARH DEAILS FOR FE ONC DATION T CONDITIONS SHEAR WALL PARALLEL TO FLOOR JOISTS 0 FOUNDATION 3/4 .4 3 /4=f-0 17070- 06170 -02 \G / 3/4 4 - 0 17070- 03300 -02 1 TYP. TJI FLOOR CONSTRICTION TYP. EXTERIOR WALL CONSTRICTION WITH WALL SHEATHING PER SCHEDULE BOTTOM PLATE NAILING PER SHEAR /ALL SCHEDULE TOP PLATE NAIL. PER SHEARWALL SCHEDULE CRIPPLE WALL (DIV_ b) SWATH CRIPPLE WALL SAE AS SHEARWALL ABOVE SEE ARCH DETAILS FOR FOUNDATION CONDITIONS SHEAR WALL ® CRIPPLE WALL 3/4 0R0' 17070.3308 -03 153 CRIPPLE WALL (DIV. CO SHEATH/. PER E.CHEWLE PANEL EDGE 4 FIELD NAILING PER SCHEDULE ANCHOR BOLT PER SWARUALL SCHEDULE NOTE- ALL INFORMATION ON T1415 SHEET IS NOT NECESSARILY INCORPORATED INTO (2) M BAR CONT. (DIV. 3) co oF A AMMO SEP - 62001 ps NOTED SHEAR WALL (D . CRIPPLE WALL - INTERIOR 17070-08170-24 3 /4'='.. 17000-03308 -04 L lr� zja W 0 E �pn OQS Q —IWI —Z l D- = W D O .)WZW wmOQ C = O O W F— Q _tn0 QQ�W ' C ' C ' �� W Q CL (n W(D C,Z Q p�n n n W nQ00 C7 n wop coz¢ A6 Q �0 Z O Z0Q _ O QQZCCd (n 7ZOmz 0 00 0 w 0 Z_ H Z Q O w F � � LLt Z �ZW(Y1 n O } Wanal ZI -C3Qm = 0 O cc O 0 cc } 0 2 O W LCJ cp — r . L v T* a ■ ▪ ` r 0) CV ° L'9 m Rc! TITLE JOB NO. SHEET S1 IJ X3 /4' =t-0' HOLDOWN STRAP AT FLOORS 3 /4' =T-O' SHEAR LAU PER FLAN AND SHEARU4LL SCHEDULE DOUBLE STUD BOTTOM PLATE NAILING PER SFEAKILIALL SLIEDULE TJI BLCCK4Y BEAM PER PLAN HOLDOWN STRAP AT CRAWL SPACE 17070-08170 -29 PIP WALL CONSTRICTION WITH W.I. SHEATHKS PER SCFEDILE DOUBLE STUD BOTTOM PLATE NAILING PER SHEARUALL SCI-EDU LE BLOC . AND FILLER BLOCK DOUBLE JOIST OR BEAM PER PLAN DRAG STRUT CONNECTION 12070.08170 -28 3/4"=/ tiHl>•,•1�>•l11 R�1�1�1�P 7x4 FLAT BLOCKNG NAIL STRAP. W/ Bel '',.. COMMON • LP oc SIMPSON 0516 STRAP x13 LOIN., LAP 4' ONTO WALL OR BEAM AND NAIL WITH 861 COMMON a 4' oc. UPPER WALL TO LOWER ROOF CONNECTION ZTA lVTlAR T) SHEAR TDPTATT . SC I-IFT T TT .F 4' -0' NT5 17070- 08770 41 12060. 08700-30 C) INTERIOR SHEARWALL TO ROOF COND. HOLDOWN STRAP ® FLOORS 3/44-0 -06 3/4 =f-0' +7070-0e170-20 TRUSS PER FLAN WITH SHEATHING PER SHEARUALL SCHEDULE 1661 TO MATCH SHEAR - WALL NAIL. BELOW TXQ 10TH 16d TO MATCH SHEARIKLL NAILING BELOW NTO TOP PLATE PANEL EWE 4 FIELD NAILING PER SCHEDULE TYP. WALL CONSTRICTION WITH WALL SHEATH!. PER SCHEDULE (716 61 8 d NAIL • 4' oce ...TRIGGER Bd NALab'oc TOTOPCFORD BLOCKING PLYWOOD ROOF CONDITION 3/4=T -O NOTE: USE 055 ON ROOF (21 U6d Bd NAL a 4' etc • EA GUMMIER d NAIL • 6' oc TO TOP PLATES 4 BLOCKING 1X4 OUIRKIIGER5 • 4' OL. ON JOIST HANGER • TRUSS MITHEIRM wig SHEAR WALL CO GABLE END 3147=1-0* TYPICAL ROKF CONSTRICTION TYP. EXTERIOR WALL CONSTRICTION W. WALL SHEATHING PER SCHEDULE 17000- 0810018 17000. 08100 -19 X 01453 SEE SHEAR WALL © EAVE 3/4: =f-0' (1) STUDS AT EACH STRAP BOTTOM PLATE NAILING FER SHEA... SCHEDULE STRAP PER PLAN SHEAR WALL SCHEDULE 11/4' TIMBERSTRAND LSL RIM BOARD PANEL EDGE 4 FIELD NAIL. PER SCHEDULE TYP EXTERIOR WALL CONSTRICTION W. WALL SHEATHING FER SCHEDULE TYP. TJI FLOOR CONSTRUCTION PLYWOOD ROOF CONDITION 3/4=/ 17000 - 08100 -04 TYPICAL ROOF CONSTRICTION T. TIE • EA TR1SS L530 • 4,e 8 d • 6'34. • BLOCKING BLOCKING PER ARCH DETAILS A35 CLIP FER SHEARUALL SCHEDULE TTP, EXTERIOR WALL CONSTRUCTION W I1H WALL SHEATH!. PER SCHEDULE NOTE ALL INFORMATION ON THIS SHEET 15 NOT NECESSARILY INCORPORATED INTO DIY OF TIMl11 APPROM SEP - 6 2001 AS NOTED 6 118 4G oTnt#i 17000- 08100 -05 a LQ �rpq � v, ° CC c rn v ✓ - 4. co cc to- ▪ � CV > CO i LU C!� CD CD LQ 43 JOB NO.. TITLE 02108/00 SHEARWALL SCHEDULE SPIN I -; Nfl yX� 9 811 210K @1V 61810r I1 1.1 801 %1)10C 1 81810f t•111 'id 801 VNI)10C NIi 1lb W011 VH 211 Notinci tIr CIVI 110filt 1w � . YES 5/8'•48' A35 I6da 12• Ida U' 100 ELF VY G. OE SIDE 5d NAIL • 4? GI -4 5/8' GUS O as SIDE FORM' YES 5/8 • 48' A35 33' I6d • I0' ISO • 10' ILA PLF G2 -1 W' GLLB TWO SIDES 6d YES 5/8' • 48• 20' 16d • 8 16d a S G2 -4 OR COOLER YES 5/8' • 48' 20' 6d • 6' Ibd • 5• 5/8• C&LE TWO SIDES FOR 5/8' P1-GA YES 5/8'. a 48' 20 16d • 5• I6d • 5' 150 FLF PI -6 YES 5/8' • 48' 14' Ibd • 5• Ib4 • 5' 240 RIF PI -4 YES 50 • 32' U' I6d • 4' I6d 44' 350 FLF L. TA6 FI -3 _ PI.310 - ONE SIDE USE 3x STUDS YES 5/8' • 24' 16d • 3' 16d. 3• 450 FLF 545 FL? PANEL EDGE \ YES 5/8' a I6• PI 2 USE 3x STUDS TAE' O5B. 1WO SIDES (2) RCVS (2) R011S P2-4 STAGGER SHEATHING JOINTS WE STUDS • .YES 5/8' • T 435 CLIPS 4T' - I6d a.4!.. ISE • 4` STAGGERED - 100 . FLF PANEL EDGES DEL RIM (2) ROWS (2) ROLLS P2 -3 TES 5A3' • 12' 435 CLIPS 4. 16d • 3' S6 a 3' DEL RIM 900 PL. CR . ' 7 � CCM ION NO 5/8' • 48' 12' 16d • 5' 164 a 5' 202 FLF r a) CD 0 O a) c.) LO CD 6) CO CO 0 a) a) a) N a� 4 „ FOUNDATION SHEAR WALLS Scab VB'•I' -0• SYMBOLS & LEGEND O. POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING B POINT LOAD TRANSFERING DOWN 0 PROVIDE ammo BLOCKR a WDER Ul4LL ABOVE_ 2 11A6•x I 1/8 FS.. RIM MAIN PONT LOAD TRANSFERING DOWN W/ LOADING HANGER PONT LOAD TRANSFERED BY ICIQKER HOLD DOLLN WITH SIZE DESIGNATION 0 ji VERTICAL STRAP WITH SIZE DESIGNATION j�_ TO BE USED CN FLOOR BELOW STxx _ HORIZONTAL STRAP WITH SIZE DESIGNATION 0 INDICATES BEA M CALCULATION WITH NDF�D NUMB EXTENT OF S6 EAR WALL TYPE OF SHEAR WALL t T wait ABOVE 3B=It WALL BELOW NOTE: LWHESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED. N THESE DRAWINGS SHEAR NOTES UNLESS OTHERWISE NOTED DESIGN CRITERIA I. SEE CALCULATIONS FOR DESIGN CRITERIA GENERAL NOTES L ALL SHEARWALLS SHOW! ON THE FLOOR PLAN ARE FOR WALLS ON THAT LEVEL. (TYPICALLY 5440ILN SHADED). 2. ANCHORAGE IS FOR SHEARWALLSIPANELS) ONLY, U PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS, NAILS MAY BE SPACED a I6 OG.(MIU PER TABLE 23 -I -Q 3. WHERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS THEN SMEAR DETAILS DO NOT APPLY. FOLLOW MN. U.BG- REQUIREMENTS. 4. PROVIDE TWO STUDS AT ALL HOLD DOLLN LOCATIONS. 5. SEE MANUFACTURER'S T'�EQUARETENTS AND DETAILS FOR EACH TYPE OF HOLDOWN, STRAP, AND CONNECTOR FOR PROPER INSTALLATION 6, ALL PLYWOOD OR GYPSUM SFEARaU4LLS SHALL BE APPLIED HORIZONTALLY OR VERTICALLY ON STUDS. EDGES SHALL BE STAGGERED AT CENTER OF STUDS AND BLOCKED PER SCHEDULE. T. DO NOT OVERDRIVE NAILS INTO SHEATHING. a STAPLES OR SCREWS ARE NOT AN ACCEPTABLE ALTERNATIVE TO NAILS FOR DESIGNATED SPEAR WALL PANELS UNLESS PRE - APPROVED BY 174E BUILDING OFFICIAL ROOF 4 FLOOR SE•E:ATHING L ROOF SHEATNMG T/R6' OSB APA RATED SPEATHMG (24/0) LAY UP W/ MINIMUM VV CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION. NAILING SHALL BE 8d AT 6' oc AT PANEL EDGES AND 12• oc AT MTERL'EDRAIE SUPPORTS PROVIDE EDGE CLIPS • 24 D.C. a ALL UNSUPPORTED EDGES ALLOWABLE DIAPHRAM SPEAR •106.1.32•142pef 2. FLOOR SHEATHING 3/4 CDX THE APA RATED PLYWOOD (48124) NAILED AND GLUED. ADHESIVE SHALL CONFORM TO APA SPECIFICATION AFG EL PROVIDE T4G EDGES AT LONG PANEL EDGES. NAILING SHALL BE WE AT 6 oc AT PANEL EDGES AND 10 oc AT INTERMEDIATE SUPPORTS, ALLOWABLE DIAPHRAM SFEAR•215x0.82.T1Tpaf 3. PLYWOOD SHALL BE LAID W/ FACE GRAM PERPENDICULAR TO SUPPORTS AND END 1l.CIIA' FLOOR SHEAR WALLS Scab V8•.1 -0' "W 1 53 UPPER FLOOR SHEAR WALLS Scab 1/9'.1 -0' 1W AT 81EARUALL DENGNATICNb CON OF TUONIA SEP - 6 2001 ?s %u1Fn SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS z ti p RAGE PLN 8200O 1 SHEET S3 99085.22 1 LS Workstation: MattM