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HomeMy WebLinkAboutPermit D2000-305 - FOSTERVIEW ESTATES - LOT 28 NEW SINGLE FAMILY RESIDENCE4 FOSTERVIEW LOT #28 D2000 -305 City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Signature: DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 261200 -0280 Permit No: D2000 -305 Address: 13719 43 PL S Status: ISSUED Suite No: Issued: 09/11/2001 Location: Expires: 03/10/2002 Category: NSFR Type: DEVPERM Zoning: Const Type: Occupancy: DWELLING Gas /Elec.: GAS UBC: 1997 Units: 001 Fire Protection: N/A Setbacks: North: .0 South: .0 East: .0 West: .0 Water: 125 Sewer: VAL 1 /UE Wetlands: Slopes: Streams: Contractor License No: DUJARD *204L0 OCCUPANT FOSTERVIEW ESTATES - LOT 28 Phone: 13719 43 PL S, TUKWILA WA 98188 OWNER DUJARDIN DEVELOPMENT CO Phone: 425 -334 -5018 PO BOX 5308, EVERETT WA 98206 CONTACT JOHN KAPPLER Phone: 425 - 641 -5320 14311 SE 16 ST, BELLEVUE WA 98007 CONTRACTOR DUJARDIN DEVELOPMENT CO PO BOX 1059, SNOHOMISH WA 98291 ***• k**************************** k* k************* kk*** k * ** * *k* *** *k* *k *•k * * * * *•k *•k * ** Permit Description: CONSTRUCTION OF A NEW 1,701 SQ FT SINGLE FAMILY RESIDENCE INCLUDING 162 SQ FT UNFINISHED BASEMENT, 637 ,SQ FT ATTACHED GARAGE, 117 SQ FT COVERED DECK AREA AND 56 SQ FT UNCOVERED DECK AREA (BSAE PLAN ND'. D2000 -072) . PUBLIC WORKS ACTIVITIES INCLUDE: ACCESS,LAND ALTE- RING,EROSION CONTROL AND STORM DRAINAGE. * * * * * * * * *•k * * * * * * *** ** ** * * * * * * * ** * *•k ** * * ** * **k ** *** *•k •k ** * * *•k * * * ** * ** :k * * ** A.*** Construction Valuation: $ 164,262.96 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: JJS Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: N No Size(in): .00 Flood Control Zone: N Hauling: N Start Time End Time Land Altering: Y Cut: 647 Fill: 40 Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: N Public: N ******* k*************** k**************(********** k*** * * * * * ** ** *•k * * * * *•k * * ** * * *k * * *k TOTAL DEVELOPMENT PERMIT FEES: $ 1,591.75 **• k******************• k• k************** k* k*****• k*kk k*k kk **•k *k * ** * **k** **k *** *k* * ** * * Permit Center Authorized Signature: I hereby certify that I have read and eKcamined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development e'"mi - t��t�L Date: 7//'� Date: (206) 431 -3670 i` Print Name:__'�3- • 4 - \� �. w. twos► «O.-4W 4.4w This permit shall become rA11 and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or aoandoned for a period of 180 days from the last inspection. • o O ' N 0 W = ` w O ' g a ', = CJ F-I z I- F- Z I- w 0 C.) O co 0 I- CU V . 5 w z U � O z ■■• wet ow AO St Address: 13719 43 PL S Suite: Tenant: t7: CITY OF TUKWILA Permit No: D2000-305 Status: ISSUED Type: DEVPERM Applied: 09/08/2000 Parcel #: 261200-0280 Issued: 09/11/2001 ********.k.A*A***A*A*******.A-AA******A*A**A****A*AA.AiAm*.A****.***A.A****k***** Permit Conditions: 11. No changes will be made to the plans unless approved by the Engineer and the TukwilaBuildingPivision. 2. Engineered truss 4rawings'and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and,signature of a 'Washington _State Professional EngJneer.' 3. Any exposed insulations backing material ',shall have a Flame Spread Rating of 25 'or' less, and material shall bear ,identi- ficat*/shoWingjhe fire performance rating thereof. 4. All construction 6 be done in ,conformance with •approved planSand requirement- of the Uniform Building Code (1997 Editl as amended,, Uniform Mechanical Code (1997 Edition), and. Washington State Energy Code (1997 Edition). 5. P;ImMbingpermits shall be obtained through the Seattle•King County Department ,of Public Health, Plumbing will be t that agancincluding all gas piping (296-4722).' - - , 6. Electrical permits shall be l*ained.thrOugh the Wasi)ingtom,., State. Division of Labor and Industries and all electrical ,W4 01 be inspected hY%.that,'agancY ( 24 8 -6630 ). A1.1 mechanica12 be under separate permit issued 'by the City .of 8. ,VENTILATIOWIS REQUIRED FOR,ALL NEW ROOMS'AND SPACES, OF NEW ORkEX•STING BUILDINGS IN CONFORMANCE WITH THE UNIFORM BUILDING0OPE AND THE WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE, CHAPTER 51-13 MAC- 9. Alliiermits, inspection records, and approved plans shall, avaqaple at the ,job site prior to the start of any con- strud4on. These 'documents are to be maintained andaVail- .able iinti final inspection approval is granted. , 10. ApplicantAsha4Lobtain a' separate plumbing ermit from King ,County Environmental Health ,Dept, @ (206) 296-4932 for any plumbing mCdVfications inside the building. 11. APPLIANCES, WHICH GENERATE A ,FLAME, .SPARK OR GROWING IGNITION, SHALL BE ELEVATED 18 INCHES ABOVE THE FLOOR, 12. CONTRACTOR SHALL NOTIFY PUBLIC WORKS UTILTI( INSPECTOR MR, GREG VILLANUEVA @ (206)433-0179 OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. ALL CONDITIONS OF FOSTER VIEW ESTATES PLAT APPROVAL SHALL BE MET, SEE L99-0018 SHT 4 OF 4 WHICH IS PART OF THIS SUBMITTAL. ALL STORM DRAINAGE PIPES SHALL BE ASTM-D 3034 PVC SANITARY SEWER PIPE WITH GASKETED JOINTS OR ADS N-12 PIPE. APPLICANT SvfALU HERMIT 'FROM WATER' ce uJ 2 D _r 00 cl) D . W I u. w 111 I— 0 Z LLI 0. no 0 — I- 111 u j 1— Lt. 17 Z w 1-: E 0 DISTRICT #125 AT (206) 242 -9547 AND SEWER PERMIT FROM VALVUE SEWER DISTRICT AT (206) 242- 3236. THE GEOTECHNICAL ENGINEER IS TO PROVIDE CERTIFICATION :ON A.LOT BY LOT BASIS THAT THE WORK HAS BEEN ACCOMPLISHED IN [ACCORDANCE WUH THE GEOTECHNICAL RECOMMENDATIONS. Temporary erosion 'control measures shall be implemented as the first order.of business to prevent sedimentation off - site or into existing storm drainage facilities 14. The, site shall have permanent erosion control measures place as soon as possible after final grading has been completed and prior to the Final Inspection. 15.`The driveway shall be designed and,..sloped so that drainage from the driveway;, does, not fl'o"w onto the existing road ;surface. 16. :Work affecting .trafl'ic> flows shall be closely coordinated with the City ,.Uti 1 Inspector . Traffic, Con Plans shall be .sub"mitte,d to ;the Inspector for prior . approval. ? FROM OCTOBER .; 1 THROUGH APRIL =30, ; ,COVER ANY .SLOPES .AND STOCKPILES THAT ARE 3H.1.V,OR STEEPER SAND' HAVE A = VERTICAL :RISE :,OF/10.: FEET OR MORE AND AOLL BE UNWORi E FOR GREATER THAN 1,2 HOURS; DURING THIS.' TIME PERIOD, COVER OR' ,MULCH "OTHER DISTURBED 'AREAS, IF :'THEY WILL BE UNWORKED .MORE: THAN; 2 DAYS '' 7 ,COVERED MATERIAL MUST; BE STOCKPILED ON SITE AT THE BEGINNING OF' THIS PERIOD ,INSPECT AND MAINTAIN THIS TA SBILIZATION WEEI(LY AND :IMMEDIATELY, BEFORE, DURING AND:,, IMMEDIATELY FOLLOWING STORMS. FROM MAY' I ,THROUGH SEPTEMBER 30, INSPECT-'' AND MAINTAI_N,,_ • TEMPORARY EROSION PREVENTION; AND .SEDIMENT AT LEAST ONTHLY .DISTURBED AREAS OF THE SITE _SHALL BE PERMANENTLY.. STABILIZEDPR"IOR TO FINAL CONSTRUCTION,",APPROVAL I hereber tify that .I, have read ,these conditions '•and w i l l comply with ?them.:jas outlined.,, All provisions ' °of 1 aW .and `ordinances :governing. this work`'=w7J1 be compl i,:ed with, whether 'specified herein or:. 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 1 str uction or the performance of work., z w ' LZ 00 ' N 0 W W ' J V) u. W 0.. W ¢ co I w Z S F- Z r--, tu U 0_ 0 Ni 0 I- W I- r, - 0 :. ui 0H z Project Name/Tenant: Fa5k/v le-GJ 0.5+7A L0 1 2 8 Is this site served by: AI Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Value of Cor4struction: 2.. Site Address: 1S'1 11 L I 3rol VD\. 5 Qv 1r. City State /Zip: Tax Parcel Number: 2 DAZo 0 --02 O Property Owner: av i Y\ 10 .v P,Lovvh1wtiA - Ca) . Phone: 4? s - 3 % LI `51) l S Street Addres : P. 0 . 42) o City State /Zip: 5 (7.)C3 E .).2).--eRc uaW gcs2. -oe Fax #: uZS- 33 • S . Contractor: b t,.cAa - c V‘ �2.,t p� Phone: b a D V 8_ Street Addre : aka c.v -4— City State /Zip: Fax #: OkdbOV Architect: 1 A p v 1 fir-- Peccih cic-e. - S Phone: (IZS • lc 41 • s3 2.b Street Address: 1 LI3 1 1 SE 1 t u t u . S - - f e . « e u u a _ t 0 City State /Zip: 4t Oh"). Fax #: L 2s • u L ► • 5 3 ( 9 Engineer: GA(... -\ etze �ssot . Phone: rt2T) "21 • • L 2.1-2. Street Address: r City State /Zip: 1 ckS cz / lint —,, A) e.N Fc1w.ot,esw A 4 14!)07 co Fax #: L t253 Z ? 5" o z3 Contact Person: e k 11-44-421 �C•r 4` Phone: ab o V 2. Street Ad dY a s: City State /Zip: Fax #: Description of work to be done: t,M W SF 9- ' w - c k• f' lam- I' i -) --0 Type of work: ❑ � New Single - Family Residence El 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: AI Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: / foil sq. ft. Dwelling G'12 sq. ft. Covered Deck(s) 1 CD 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) N/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 TUKVf'.A Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 SFPERMIT.DOC 2/13/97 FO' . TAFF USE ONLY 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. ' P.41p4Nr REQUTTFOR PUBLIC WORKS SITE/CIVIL PLAN;REVIEW OF TIDE FOLOWING 'g h '(Additlo shall be d by. the Public Works Department ,3 ❑ Channelization /Striping ❑ Flood Control Zone ❑ Hauling ❑ Moving an Oversized Load: Start Time: ❑ Sanitary Side Sewer #: ❑ Storm Drainage ❑ Water Meter /Permanent # ❑ Water Meter Temp # ❑ Miscellaneous ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: ❑ Land Altering: 0 Cut cubic yds. End Time: ❑ Sewer Main Extension 0 Private ❑ Water Main Extension 0 Private ❑ Street Use Size(s): Size(s): Size(s): 0 Fill cubic yds. O Public O Public Est. quantity: gal Schedule' Value of. Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: 9 -S'cso Date application expires: 3-E) Application taken by: (Initials) PLEASE SIGN BACK OF APPLICATION FORM 0. BUILDINGOWNER''OR,AUTHOR� AGENT: Signature: Date: q. 7 _vZ) Print name: I Phone: Fax #: Address: 1 /A4g/1A V.5. City /State /Zip: ALL SINGLE- FAMILY RESIDENTIAL PERMIT APPLICATIONS MUS ' E SUBMITTED WITH THE FOLLOWIN13 DRAWINGS PREPAREL ,Y A REGISTERED ARCHITECT OR 1 ..OFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL > ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN D BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED WA SUBMITTED C:3 a Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11 a). Contact the Public Works Department .(206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ in 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 Iocation(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. . 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. ' 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ ❑ Foundation plan and details ❑ ❑ Floor plan ❑ ❑ Roof plan ❑ ❑ Building elevations (all views) ❑ ❑ Building height ❑ ❑ Building cross - section ❑ ❑ Structural framing plans and details necessary to completely describe construction ❑ a Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Bullding Owner /Authorized Agent If the applicant is'other than the owner, registered architect/engineer, or. contractor licensed by;the Statefof Washington, a notarized; letter from the'property owner authorizing the agent to:submit this permit application and ;obtain the`permit_will be'r equired`as Part .of thissubmittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPERMIT,DOC 2/13/ z w rt JU 00 W= F— U) w 2 LL ? w z � zI- W U � 0 I- w W F- U. O w z U � — O~ z *4 *h44.**•F:•. + *•••k * *A *** *•t•k ** bt* A k** * A**** •kA *k***.\ * * *•k **A * * * ** ITV OF TUKWILA, WA TRANSMIT * ` ****444.•AA &•k *•A44 * *A *4* ** ** . ***• A***• k** * * * * *Ai' *•h * *t *•k *• * ***•A•* * * ** TRANSMIT Number: R010110 AmolAnt: 1,591.75 09/11/01 12:06 puym n Method CHECK Notation DU1ARDIN DEVELOP Init SKS perm i' .-.i4o: 0, D200 -305. Type: OEVPEFUI DEVELOPMENT -PE. n1IT Parcel ..No: 261200,-0280 Site : Address 13719 43 PL 9 Total Fees. 1,991.75 his Paymen t � 1,591 „75 Total ALL Pmts ' 1,991.75 Cal once: .00 ***• k**** il*** 4fi4.*** A*- 1* A; knl: h�sF *4 *.A* ** * **4•* * *. ** * * * * *;i•* * *+ A** *oil.* Account. Code Descr i pt i on AmOunt, 0� ' BUILDING .- RES 1,,357.7 5 `001/345.830 PLAN CHECK UTILITY 20.0 , '00.0,386 904 STATE BUILDING SURCHARGE 4,50. .000/24 ,'400 INSP. FEE - UTILITY 15.00. ''. 412/342.400 INSP. FEE - STORM DRAIN 15.00 000/3:.2.100 LAND: ALTERING PERMIT FEE 142.00 000130,830 ,.AND ALTERING PLAN CHECK .37 50 1 et "CPr�F�S." 1 'j�:�h}� �5l n3j�r,��q�; ^CTMa M i7`i - i7 00 } N p . uj W = J H W 0i te W' z Z O I-. 0 Nt F•- W W .. co o ~' ',. • ,i1(.1,,) • A 1 OINh.);.:.)11.1.4314:1V/7:44•;;V44.*C14,1:1;i1.4 Pi)irtyiNIZille;:,44/fpf;44*,4141:1,16:41!.t . ; 0 • 172-o *4' *4 74 ir If 9 * * •,‘ * * 4' 4' i• ill 4 4' 4- tir * 2sf •11 4. )5 it• it 4 'A. 9. 4' 4t- * ,Cl'IY OF TUKWILA. WA •R 1l4SM 1 * tt. 4. * 4' 4r4' $4**:k 4 * 7‘ 48 * F. * 4*** 4ttk *I* 4 - -k+. 4 ' 0.11**4' ,t** — flii-1148t411 14tIniber: R98()0356 Airiottilt: 40(3.00 09/08/()0 1440 Paymerit Metl CC< otat ion: OUJARLYJ.N ()EV:I.OP In it: BLI.1 , Per.Rit No: 112000-305 Type , DE:VELLIPMENT PERMI:T Parcel t4o: 261200--0230 Site ,44riciress: 13719 4 1: ,P1. 3 Total Fec41-:: 1.7,G2. 25 Payment: 400.00 Totitl AL.L. F'mt .400.0'0 ' 13 al ance: 1..362.25 4' *****4 **4 4.***k 4' *****4 A*4 ***4.4' ****4• 4' +0 ****4 *4 4 ; -I< 4' ir A c . 00un (;, code Defic i p 1:i oti ‘4111001,0: 1)1..A/ C1•IECK RES 400.0:' 7778 09/1i 9710 TOTAL 2.000.00 „.„ „ 0,:z4lorrir V Pr jec • Q Type of In ction: A dress: � 13 rq L3 r ri• C. Date called: z i t / Special instructions: ' Date wanted: f (/ ) rt t ! ' Re ues r: 4 p � s 1 oo INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit �e sF :.e'kH_+.Y�M � . � Y �.ir�:!f. �'�s.w : � .�S.M,`•- al -v��. �l�..s v�.,.'�.� }:tk��`i�:w� x` . PERMI (206 431 -3670 Corrections required prior to approval. COMMENTS: f r• w, i re = G 1 tr p W A Cw v\ v, 4„ \r4.4 G.. ro ►on `I•Prvhi 4 l 1 Inspect° ., Date: Li ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: r. 1i r' i!^$'` scr1�v�Yst? �i.' iTii." eii`. 71, 1�. xl�5a�2 :`:C.�.':rirl`Btu]�L.CYti�itt UO. tn 0 ' W =; J F- N W0 2 g d, H O N 0 Hi Id — 0 ` al Z CO O l Z Pro t: Fo s--I-erut?LA) ':lo-t Type of Inspection: etc) F-nCt Q Address: ialiq y3r i PA S Date called: 0 V/PX/0a Date wanted: at/la-3109 a.m. Special instructions: -r: Reques CUfif Phone; 9 wa � �3)9 -024 77 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. ' btu -305 PERMIT, NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: CCAr. /// 4 L4'k4/1. /1/2,4t/in V ?. `Il3 4:AA ,ce / (.1/4.4A ( £4i % C�cJJ Inspector: 6i/ Date: if $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: J':' "'ate w. ),f 11 t`.Cit3LM . ; ' ;y.d„aaY.i t ):.s2• .x "i'Y!',1aE."''�! s,�'o' °.7•,.,^ W 6 v o w W '' W WO CO = CI W ~ _ z 1- O' Z U � O N I— ■ = W! • . U N O Jx.;, 0 ,41,f4,04 . ;: ,.y ••yyt A,‘ a.;; • , Project Name e)s ■) Address RL S Retain current inspection schedule ,-SR Approved without correction notice Sprinklers: • • Fire Alarm: Hood & Duct: Halon: Monitor: Authorized Signatu City of Trilovila Fire Department Needs shift inspection NALAPP.FRM Approved with correction notice issued Pre-Fire: Permits: TUKWILA IE DEPARTMENT FINAL APPROVAL FORM • C-5& T.F.D. Form F.P. 85 John W. Rants, Mayor Thomas P. Keefe, Fire Chief Permit No. 1) Suite # I )( Date Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575•4404 • Fax (206) 575•439 Pec ^�Q dd f • Q�. L' - oC CIFLILI TYPe of I spection: e Address: Date c led: / Sial instructions: 1 Date want d: ! v Dp.m. Rmster: RIlrL IMp ;3,0 ,... 4 Approved per applicable codes. xh�s 4wTl1 Xw k,4 ✓r1 y" r, INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila; WA 98188 PERMIT NO. (206)431 -3670 Li Corrections required prior to approval. COMMENTS: OiL. 4-12 C;;- $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite100. Call to schedule reinspection. Inspector: i? (7., 6 r -eit CC Date: • / 7I / OZ Receipt No: Date: re 2 • 7 =. U • C.) 0 N W 2` J I—i w 0 CO = d Z Z I—i O(0 CI I— 2 U ! I— O . w Z Itt Z I INSPECTION RECORD Retain a copy with permit PY P INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -36 Prp jecttl t A 0t e b 3 ress: � 3(�I Special instructions: Approved per applicable codes. a Corrections required prior to approval: COMMENTS: ..47.00 REINSPECTION E REQUIRED. Frio to inspection, fee must be paid at 6300 Southcenter Blvd., .uite 100. Call to s hedule reinspection. Receipt No I ' : . Type of Inspection: 471 f Date called: ne: t6t: }3,>1•' #: , e.tU;w.;�� Z J U .- 0 0 N 0 �N W W I tl W g Q ` N d = r 1- 0 ; Z H, Lu V O t 0 co i0 H Z W — O• li Z ' H 0 I— INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 P ject: .)3 1 1 1-3 el Special instructions: Type of Inspection:\ Date called pproved per applicable codes. COMMENTS: 0 0 I . I te‘c Oa+ *. 1() 1 v- (( )L S� IO) • )6\19 ' Cjt M At. � en-I -v‘, onr 6 . 4(A ef.{� �1 V�1 Q tt vN O I V\SpPc- d eramit^c, QP INSPECTION RECORD Retain a copy with permit; P 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: '_�s :, su4sriitu5 + ✓ias a�i'u+�.� x i%i S ` 1SYti Z U 0 0 CO O W W ' J ` w0 II , 0 uj - 0 11 Z ; N . H z PERMIT: NO. i . ;i INSPECTION RECORD Retain a copy with permit NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Proj ct r:Oet w ) -Lo1 )8 Address: 13719 4L3P1. 50. Special instructions: Type of Inspection: - f?ra rn &i1 Date called 31g Date wanted:...., Requester Pho e: .> . a538D Approved per applicable codes. Corrections required prior to approval: COMMENTS: C P( Pc or‘ 5 Q nl r1 d+ ,(7 ,/7 ro v''r; S5 v'r) v, - i CV" c G , r S O F 40 `^.S Inspector: c"_ ` n n ( 4 Date: 3-- : 1q_oz $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: •'6 . r x5.s,wi ±swUlu y;aiihisl.4l 3 ?,Yi ?uwi,eo;:tr«kt ti4,.th'�ti ';i2A11[kkk'1Y3.43°:AWi d1 .,. tzti Z law VQ :0 OI W W. • U. W Z . O z COMMENTS: 0 4'» &a',e /n/ /t/FX._ ,aR ivvr 4 ' r: d - 'A',vt c A k : l ,-"A'/ 645 � , P/ N L / -&) , 4 ow to ce, 424.(.. f i/. 2 L -d c"P 'lo mil pf, .) /7)04- 71 chti/S /2,e , Abe. . Vr) ( ini e, is .6dU e J f j Jz /es stffA,/e.. 4li1 // o?— Zra . 477(114: f..:. _6/6 7 s.‘/ A Cs r42 i fit ) 2 z jie /i a- 5l- /IteL I,T / /_ ppG JL1" /) P n e (� - )5 33o -9 (Jo Li (1,2 'ale G 1 11 '' -^�� � - 4U a (� Type of In s ection: r cL • .'�U I dis-7 11 I J r4 P t. s, Date call (O z Special instructions: (5) Date wan.tedi m. -- C / 6 — 1 57 f7 . ' Re er < -7,2 P n e (� - )5 33o -9 (Jo Li (1,2 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA'. 98188 p ved per applicable codes. t Inspecto I e. pp ' � 00 REINSPECTIO FEE REQUIRED. P for to inspection, fee must be paid ' t 6300 Southcenter vd., Suite 100. Call to schedule reinspection. Receipt No: • INSPECTION RECORD Retain a copy with permit required prior to approval. Date: PERMIT NO. (206)431 -3670 �... , •.v. 1 v.� o.4. .lanwct .4 ak:a`.G �f,4.a. and, n., . 4 t+tirie�tiix?A.f?euI¢rti w'24." I—� Z Q � Q 2 • J V ; o 0 W = J to 0 ' g ° I- Z Z1 ' 2 a' 0 ". P WW 1- -'' o. . ui z z: Project: fc k v v► o � ,. - -. f �� T pe of Inspection • : • ,(c_ n' Addre s: � �� I � ; 3; per . S ;. Date called: 7 II__ Special instructions: D to wa t d: 1OP Re ester: k r 1 Ph f r)S 3 30- /t,( 4 INSPECTION REC8RD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 '206)431 -3670 n Approved per applicable codes. (Corrections required prior to approval COMMENTS: .- 31t AAA\_")+, YN v o UGt.. V`PC l J 1 r-pr'.) co c tAA, Date: 3-- 12 _0 2 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ' 6eslaYs. 1 1§V8". tlAil 'nVilefEA '"..�x$`:s VOMisZ:e,`f r . a75t3w•-3• ;L :k + RSS'i S:�iX' `• +Y�E *�ia"a�'+t'F'�t - .:c1,,Y�s',r:..0 �c...a. � .. ..�,.�,,. �nii:: _... ���;*. �..+:, Ni. �.,. 2' fb: n. �ra�takiddv.. W. nw> 18�: t 'a.eSglw+.tii�i�dt+Gali�tui� ;uf •.�:;d ea < Ct W U ' C.) 0 CO 0 W = J F W 0 g Q ,, = d . O ! z ICJ ul O • N c3 W W — u O i 'IlI 1= _' 0 F - 1 z P ject �,�e - Lodi Type of I ction: 1- A dress. Date calle ,,,...?...)510 Special instructions: Date wanted: / 1 UNa P ne: p 25 ) 330 - 4 ,&04 5 d . .''..��.:s.:i..i�.LS..v.�t`.A.; k.�fsr.�' .l r. •�u::..l.:e Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: i.) Gc4.5 �c; a i t U v rct' MY' _ Fin) 't{ (206)431 -3670 Corrections required prior to approval: Inspecto Date: . 21 0 , 0 . $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: L =.Fina:•:i.:,,i +u.. ;.; iLc�e 'C.lis ,fck .4.u.4i .I.11U Z re 6 u 0 U) 0' W =` W O' 2 g J u— < I d': ZF : ill uj, 0 ' w w I.., U. 0' p to j fV)viJ - Jo/ a Address: 1371 1 / 3 pl. `5 Date ailed: j - /10_a L Special instructions: Date wanted: 6m-r /-17 `" 0=2 p.m. Reque . PCPs 319-.2077 , INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. COMMENTS: k ;; sM 1fZ on/L - . 6 .00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid ,a 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ;Receipt No: Date: f;.,. ..� '.it, .YcL�ran '� 'ir�i. '�.. � ro �i',+.» �a'.1. 4.' 9.,A"A.t�d?K.�{.k�ri:1'huti'34'i r s..:c!c:�iit"i:fdi..usei«a. tar .Pat va!A thW44. s Mii 44;4 41 avw . vova +was +.6,4 t 44 baaui ' : U 0 a W I CO LL w g a . N d' I- W ` Z P cg, 2 uj 0. 0 Hi LIJ IL fr. Z 1l gr, O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. 'CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 (206)431-3670 Project: _ Lc.\-1 Address: L.1 (;)1c., Special instructions: • Type af Inspection: -I A Date called. C Date wanted: a.m. t (P Requester:, •Approved per applicable codes. COMMENTS: . , - ,v ' S- P o 12 0 • lnsk ecto ,.00'REINSPECTI( 6300 Southcenter BIv F E REQUIRED. •, Suite 100. Ca Receipt No; . „ ior to inspection, fee must be paid to schedule reinspection. Date: Phone: Li z.s El Corrections required prior to approval. • ••• VA •••••• ,••• -. .11 . •114■• '•• ":(04? witea•iAtia •44.44344.1•at4*.ko.0. P oject• ittbAI �l . '_. _.a, .i g Ty� of Inspection: ,, A IPi' !.. /i /.. L... .. Address: (31 ( 3 (. Date cal le • : , 2 ! , Of f Special instruct 1 Date wante 1� j y( 0 ( a.m. 'pm. Req reftng5 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ,82,90o -305 PERMIT NO. ' (206)431 -3670 Approved per applicable codes. L Corrections required prior to approval. COMMENTS: SSPlin-Pv" c o 6.P SIG! w -1-6 n o,r Inspecto Date: 01 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: a lN+Ae15N >`�nt:c�witstiai aetiA�we `%�9+f14:: ' ytfg�',� .'iF',I tiS;{!'tti�:+s,aFri diC„'utSr�'dC ;Sik,'kicktGb X.v't�1':av8c' kf'vaaes ` �tiLb" t 'cb,.aa'X�t?3%It�u.�t5+, }`«��ii by W OO N 0 . W uJ ' N? J:. Q _ ; Z �! I— O Z U c o LU I 5` W co ( 1 I 0 I— Z T• INSPECTION RECORD Retain a copy with permit INSPECTION NO: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #1.00, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. (206)431 -3670 Type of Inspection: Date called: 11/ZklA1 Address Special instructions: Date wanted: a.m.. p.m. Requester: c C-67 i c Phone: Corrections required prior to approval. COMMENTS: Tz.P tAt4(4 1.-1/..1 pyivwzte Wae61 :cJM 1bt Q.�7ZCc'1 CMNA 4-3 / 4 "b 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: j h I��'��w..•�YSL'fi,r1S£�Aiv :� ".tia`cfl'Rn „�.�. e. `. ;° �i..�.. .f..i ••.,.�1.. 1 .�.+L. >,ui�uL.. • u ��• .......t.r • ' iicura'auikKd.'JAwai''t:FMf, if�ri ut9 $41 %los* r4ttc tinrtaitet.�as.xSz:a.lr G�1a re I U O W : W =! W O uQ =v ., o ; z �. 2 U .0 N ; = U w Z F— I 0 P je • , All / 3 GO -- 1 22 Typ f In ection: — RO dI ddress pit : g 3 pi S . Date called: (a 7/01 ._—_ Speci. I 'nstructions: 'i 0,1 -% Date wanted: m. 116 r p .m. Request . ff r 2Ce7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 (206)431 -3670 ~ ,approv ed per applicable codes. Corrections required prior to approval. COMMENTS: .‘' $ REINSPECT! At 6300 Southcenter ,Receipt No: Date: / / 8/471 N FEE REQUIRED. rior to inspection, fee must be paid lvd., Suite 100. Call to schedule reinspection. Date: i. r,.. u1. r;. a. �. te4. ��F,. A�rz�15; �h�tJS +bviirL4i;,iR�i.'a:'...� •. .� ^..� ,..,.. �4:i�e�4e'k, 'Xf.'T.9Jrktim ?2 re 6u U U 0 '. co 0 (A W N W LLQ c ( W ; 1- 0 ;. Z F— LU u j, 2 Di 0 t , �O tn 10 1 —; ", 11 Z ' U N! 0 F- z 'S7eVI I Cuo' Lo7 e I nsp a 1101 1 In Ai ( S A 4, i Date ca e: I g t _ - J Special instructions: Dat a ted: i7/ r) ( � J p.m. Requf er (V.e.,- Pho e 9- 6 (0 - - 9..a1- 038 f.:.14e:4ra4: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ei Lw,E.i:w, ...441. :C B?.ig4,141144A 1.0Ati:4.4 PERMIT NO. 6-4‘ COMMENTS: �>r ,r Wciab Date: 1 `` )2 0/ pproved per applicable codes. (206)431 -3670 Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • , YiutrLi�r.YStiti44Ylaaax a3Y�:i}ra'hu eaua >,�hr.�uiti�a,.f. z D W I j ': U 0 O tn W = J W O g Q : d ~ Z I- O Z 2 U c o 0 — 0 I- 11J W '. H u 111 Z: p / lect: er VJCcJ � " '—vi of Inspecti • n: ,c t C i ,t JI M. A� I 8..._ c Da cal d: ( O I 'a.m. p.m. Special instructions: .. Date an[ / n / l l I 1741:1 Phone: p9 0960 rs• 121-Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: Date• /4�Vt�cvt 'c t 7 / Eta 47 1 0 REINSPECTION F REQUIRED. Prior b inspection, fee must be paid t 6300 Southcenter Blvd., uite 100. Call to schedule reinspection. ector: Receipt No: Date: (206)431 - 3670 Corrections required prior to approval. ! •..Siui..�aa.4tlnwrw.al.ue ir• 1Gi.+. 7�.. skCtNJ% ,'tSia ^,';i'Fstr.L 'itliiB'a'a�MLss litcV t/i1 Y d ,?"5 ..4. 4`aCu^ 141 WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 06/13/80 FILE: K: \ \KAA \ \99\ \99083 \ \9908324.WS Homeowner: Site: DUJARDIN PLAN #1872B Builder: The PROPOSED design *COMPLIES* with 1997 WA State Energy Code. COMPONENT PERFORMANCE ENERGY BUDGET REFERENCE DESIGN Component Floor Glazing Q15 Doors AG Wall Ceiling, Attic Infiltration PROPOSED DESIGN COMPONENTS Component Description REFERENCE 414 9.31 Floor R19 vented Joist 16oc Glazing ©124 * *vinyl clr /air Doors Wood 1 3/8 ", solid flush AG Wall R13 STD Lap Wood R19 STD Lap Wood Ceiling R30 blown Attic STD baffled Infiltration Standard Air Sealing Analyst: MATT MERCER Jurisdiction: Utility: House Type: Single Family Floor Area: 1855 ft2 Weather Data: Seattle, WA Climate Zone: 1 PROPOSED 395 Btu /hr -F 9.13 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 414.5 Value U -0.041 U -0.520 U -0.390 U -0.082 U -0.062 U -0.036 ACH -0.350 HOUSE ID: 99083.24 Area = UA 891 36.5 278.3 180.9 56.0 21.8 2309 143.1 891 32.1 16867ft3( 108.0) X Area = UA Proposed UA 394.5 Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non - standard values - check calculation of thermal value. Page 1 891 36.5 226.0 117.5 56.0 21.8 2010 164.8 351 21.8 891 32.1 16867ft3 (108.0) µ 3O5 WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT FILE: K:\\KAA\\99\\99083\\9908324.WS HOUSE ID: 99083.24 Struc Mass Light Frame, Sheetrock walls HEATING/COOLING/VENTILATING SYSTEMS PROPOSED Heating System Type: Gas Furnace Make: DEFAULT System Efficiency: 78 % Modified Efficiency: 61 % Design ACH: Design Load(at 44F dt): Duct Losses( % Dsn Load): Total Load: System Size(Output): PROPOSED DUCT SYSTEM SUPPLY RETURN Annual Cost: GLAZING ORIENTATION Eff S Glz: 4.0% Vented crawlspace Attic or garage 0.60 26324 Btu/hr 6031 Btu/hr(23) 32355 Btu/hr 48500 Btu/hr (150%) Average Annual Heat: 84 MBtu 469 Ventilation System: Integrated Spot & Whole House Cooling System: SEER: 0.0 0 Cooling Load(at 4F dt): Btu/hr System Size(%Over): tons(@125%) Annual Cool Requirement: kWh/yr Solar Access: Partially Shaded Location Avg Rvalue Surface Area R- 8.0 R- 8.0 PROPOSED PROPOSED South : 56.5ft2 North : 56.5ft2 Southeast : Northwest : East 56.5 West . 56.5 Northeast : Southwest : M- 3.000 1855 5565 371.0 ft2 74.2 ft2 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 06/13/80 y Kappler Associates Architects JOB NAME: JOB NUMBER Dujardin Development Fosterview Estates Plan 1843B 99083.24 DATE: 5/22/00 BY: SRU WINDOW TOTAL ROOM NAME WIDTH (IN FEET) i HEIGHT (IN FEET) AREA I QUANTITY TOTAL AREA TOTALS (IN SQUARE FEET) I (HOW MANY) I (IN SQUARE FEET) (IN SQUARE FEET) LOWER FLOC) Office TOTAL LOWER IN : FLOOR KITCHEN NOOK FAMILY STAIR DINING LIVING ENTRY TOTAL UPPER MASTER BEDROOM MASTER BATHROOM BEDROOM #2 BEDROOM #3 BATH TOTAL UPPER TOTAL GLAZING SQ. FT. TOTAL HOUSE SQ. FT. Glazing % 2.50 3.00 1 7.501 1.00 I 7.50 4.00 5.00 7.00 3.00 6.00 6.00 1.00 5.00 2.00 5.00 5.00 2.00 4.00 6.83 4.50 3.00 5.00 5.00 5.50 4.00 4.00 4.00 4.00 4.00 16.00 34.17 31.50 9.00 30.00 30.00 5.50 20.00 8.00 20.00 20.00 8.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.00 1.00 16.00 34.17 31.50 9.00 30.00 30.00 5.50 40.00 8.00 20.00 20.00 8.00 7.50 156.17 96.00 259.665 1,863.00 13.9% 8/21/00 2OW 30T 9908324 - Glazing.xls 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 Reference: Plan Review Fosterview Estates, Lot 28 Tukwila, Washington Fosterview Estates Summary Report, Geotechnical Issues, compiled by Terra Associates, Inc., December 16, 1998 Dear Mr. Fowler: As requested, we reviewed architectural plans prepared for Lot 28, 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 P1.4, Architectural Site Plans . • Sheet P2.6, Architectural Plan June 16, 2000 Project No. T- 1515 -2 • Sheet P6.8, Site Section for Lot 28 The project plans we reviewed, prepared by Kappler Architects, P.S., indicate that a three - story, wood- framed, single - family residence will be constructed on the lot. The main floor, including the entry, will be at Elev. 202. The garage level will be at approximately Elev. 190. The garage will be constructed with a slab -on -grade floor. To achieve the planned finish grades, it is anticipated that temporary excavations of up to 13 feet will be required. It is not anticipated that significant fills will be placed at any location on the lot. After completion of foundation walls, excavations will be backfilled. D2.000 3OS' 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 • terra @terra associates.com Mr. Bill Fowler June 16, 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 U The site plan indicates that temporary excavations of up to 13 feet may be required to construct the foundation for co p the lower garage • level of the residence. It is expected that the excavation will be made through native soil _ consisting of sandy silt and silty sand. The on-site native soil contains a significant amount of fines (silt and clay co LL size particles). This material will be difficult, if not impossible, to work in wet weather. The excavated native w 0 soils should be removed from the site or used in nonstructural landscape areas away from the slopes. g We recommend that the recycled concrete previously placed at other locations on the site be used to backfill all = O. foundations and used as additional fill wherever possible. To prevent contamination, this material should be kept . Z WI separate from the native materials on the site As an alternative, imported pit -run gravel soils may also be used i— O for backfill. w W D„ o; Foundations ! o = The foundation excavation on this lot will extend into competent native soils. These soils are moisture sensitive H and subject to disturbance in wet weather. If the bearing soils become disturbed, they should be overexcavated — z. and replaced by materials such as recycled concrete or quarry spalls. cw.> The foundations should be designed and constructed in accordance with the recommendations presented in the z referenced report compilation. The foundations should be designed for an allowable bearing capacity of 2,000 pounds per square foot (psf). Walls supporting backfill should be designed as retaining structures and be provided with adequate subsurface drainage. The walls should be designed to support an equivalent fluid weight of 35 pounds per cubic foot (pct), assuming a horizontal backfill configuration. A uniform lateral pressure of 100 psf should be added for restrained conditions. The lateral loads may be resisted by friction between the base of the footings, floor slabs, and the supporting subgrade, as well as passive pressures acting on the face of the foundations. A friction factor of 0.4 may be used. In addition, a passive pressure corresponding to an equivalent fluid weighing 250 pcf may be used. The upper 18 inches of foundation penetration should be neglected in the passive pressure computation. A representative of Terra Associates, Inc. should observe excavations, backfilling, and foundation subgrades to verify that the site conditions are as anticipated. Project No. T- 1515 -2 Page No. 2 • Mr. Bill Fowler June 16, 2000 We trust the information presented is sufficient for your current needs. If you have any questions or require additional information, please call. Sincerely yours, TERRA ASSOCIATES, INC. Costa Philippides�,� Engineer . vsL'� Phi M rihn Ka f f ( •p1et„Ar hitects, P.S. E/Oi ! Project No. T- 1515 -2 Page No. 3 r UO; co W W .. J F CO u.,<, uJ O u. = CJ; I- IN Z � F O s W 0 Z .. Jamieson Consulting Job No. 20181 RETAINING WALL FOR FOSTERVIEW ESTATES TUKWILLA, WASHINGTON EXPIRES 8/23/0/ I NOTE: This stamp applies to the members and assemblies described in these calculations only and is only valid if it is a wet stamp. JAMIESON CONSULTING CONSULTING ENGINEERS PROJECT MANAGEMENT • 733 7TH AVE, STE 108 KIRKLAND WA 98033 (425) 803 -2581 FAX 803 -3289 C JA:MIESON CONSULTING Consulting Engineering & Project :Manegerent 901 KIRKLAN D AVE STE B.1 • KIRKLAND WA 98033 '' ^8) 803.2581 • FAX (425) 803.3289 4 5CO Psf , /,0 a - 4" INPUT 35 0.267 Lim( 4.67 50 0.67 0.67 0.67 0.67 NAME OUTPUT UNITS EFP # /ft3 Cf a w4 w toe heel Lf fs fs2 Lf /3 X 2Lf /3 Fk FS Mot Mr Mu W w2 w3 x1 x2 x3 x4 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 4o Xs/ ft # ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft Ai- ft vr 4S x Tr T rr 44 vr ft ft ft ft C K PO7Ai& spA /5 h4Z/Z. 2#4 d/ / , = 00367 ill= /43 14 /4.1 .7 .207 = 2/ JCS NAME F05 W-V /EW JOE N0. 20 l el TYPICAL CANTILEVERED RETAINING WALL DATE SHEET NO. ' CF �r COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing g t� eTh o 4, 6#4 WP tll( (II (I • 4 c, CE* i41 W41-! fir, - 4J — /CG (3) #4 3 " CLEAiZ 0 0 ; co o w J w 0 ' g 11 u.< rn D v ': � Z LU n o wW z , U� z C JAMIESON CONSULTING Consulting Engineering & Project Management 901 KIR1CLAND AVE STE B.1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3289 INPUT NAME OUTPUT UNITS 35 EFP # /ft3 0.267 Cf 5.33 a 50 w4 0.67 w 0.67 t 0.50 toe 1.33 heel H 6.00 Lf 2.50 fs 1,643 fs2 1,724 Lf /3 0.83 X 0.65 2Lf /3 1.66 F 630 Fk 180 FS 1.871 Mot 1,260 Mr 2,358 Mu 1,502 W 1,685 w1 851 w2 533 w3 251 x1 1.83 x2 0.83 x3 1.25 x4 0.83 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft ' # - ft # - ft # - ft # - ft ft ft ft Zsa) 10 1 1(4= AI /t) . a/rete s) Foe 54a)(46 Ay = 0.4 If /a te '1 ' Z0, 3((l / Z-Aid/A /176/9) 2 Ado JOS NAME /7 V 1G W JOB NO. 2.0 lei BY Z DATE SHEET NO. Z OF TYPICAL CANTILEVERED RETAINING WALL COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing ' Soil weight on heel (120 pcf) Weight of wall Weight of footing Ill�l�� (' &/6' A- -r 75 5 1 Q ' cow w 0 J.. _° w H 0 Z w w; vo 10 N iw. ui Z w co J JAMIESON CONSULTING Consulting Engineering 61 Project Management 901 KIRKLAND AVE STE B -1 • KIRKLA.ND WA 98033 I' "S) 803.2581 • FAX (425) 803.3289 INPUT 35 0.267 6 0.67 0.67 2.00 0.83 TYPICAL CANTILEVERED RETAINING WALL w/ 50 psf vehicle surcharge NAME OUTPUT UNITS EFP # /ft3 Cf a w toe heel H 6,67 Lf 3.50 fs 1,155 fs2 1,246 Lf /3 1.17 X 0.85 2Lf /3 2.33 F 1,079 Fk 654 FS 1.515 Mot 2,631 Mr 3,985 Mu 3,672 W 1,591 w1 . 639 w2 600 w3 351 x1 3.08 x2 2.33 x3 1.75 ft ft ft ft ft ft ft # / ft2 # /ft2 ft ft ft # - ft # - ft # - ft ft ft , ft _p z cos 1 7 ¢D 01 u- 3 &7g/ d 4= 4-% 4 e AND 11 4" 1,99" //=.475 �b DiN& - Foo77VG SPANS 1./0z 1 ZoN77 COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety = 1.5) Height of earth above "base" Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if Xis not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment • Resisting moment Ultimate moment for c ncrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing • • JOB NAME F ev f ElJ JOB NO. 20 t e/ BY DATE SHEET NO. i1 k w Q V �J L OF (4lb 7DP . , •; TE ii I lri 4 . � f "o,c, `Z.,3 �' 8 /0" it' w 00 w w :. • u- w O g Q • D - ° . W . zo 2 la v � O N' 0 I- `w w H e : H- O Z w N; I _, O H z C JAMIESON CONSULTING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B.1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3289 INPUT 35 0.267 7.33 0.67 0.67 1.33 2.00 TYPICAL CANTILEVERED RETAINING WALL w/ 50 psf vehicle surcharge NAME OUTPUT EFP Cf a w t toe heel H 8.00 Lf 4.00 fs 1,770 fs2 1,831 Lf /3 1.33 X 1.09 2Lf /3 2.66 F 1,487 Fk 687 FS 1.754 Mot 4,330 Mr 7,x95 Mu 6,189 W 2,994 w1 1859 w2 733 w3 402 x1 3.00 x2 1.66 x3 2.00 UNITS # / ft3 ft ft ft ft ft ft ft # /ft2 # /ft2 ft ft ft # - ft # - ft # - ft 'U # ft ft ft Z 'Z Tx l ' = ¢t7 Ksl 0,37 mix F /,VZZ ti #4c l2'to,c, `�lu= 2, 6514 /7 5 ' /ccry 77;47115 6{ozz, L =22' lulu= 44-' b _ 8tt dr-- 42" , 4 . 3 g 2 (3 JOE NAME FODTre VIEW JOS NO. e/ OATS SHEET NO.. 4 OF COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety = 1.5) Height of earth above "base" Wall thickness 'Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if Xis 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) 1/4" • It SY 'AJ Z 3'c/..2 2 -0 • o: w 2 ; U 0 ' n 0 J _ 1- W z �: rz 12, Lit U 0 ` ` 0 1=, 0 • r •' 0H z JC JAMIESON CONSULTING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 � ' ^;) 303.2581 • FAX (425) 803.3239 INPUT 35 8 0.67 0.67 2.08 0.67 05co ?! 7" =�O KSl 5,07'' = i= 0,37,4 -77,4 1 s 6 `rvrC, - CANTILEVERED RETAINING WALL W/ BASE SLAB NAME OUTPUT EFP a w t toe heel Lf fs fs2 Lf /3 X 2Lf /3 FS Mot Mr Mu w w2 w3 x1 x2 x3 8.00 3.42 1,314 1,406 1.14 0.85 2.28 1,120 1.507 2,987 4,501 5,077 1,787 643 800 343 3.08 2.41 1.71 UNITS # /ft3 ft ft ft ft ft # /ft2 # / ft2 ft ft ft # # - ft # - ft # - ft ft ft ft /At roe 0- /O �Gl= 2,(v5"`' ;Z5' JOE NAME F 7 -VIE W JOB NO. 2-0 /et DATE SHEET NO., 5 , 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 Total horizontal force Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight 'on•heel'(120 pcf) Weight of wall Weight of footing s n BY Z (z>14- TOP Iii -11 1- L - 4 /2'or c, /1 1 Cl.gAR -fr' 4 J alp Or G () .0 4 color It JAMIESON CONSULTING Consulting Engineering & project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803.3289 2 X • CANTILEVERED RETAINING WALL W/ BASE SLAB INPUT NAME OUTPUT UNITS COMMENT . ▪ 35 EFP # / ft3 Equivalent fluid pressure 10 a ft Height of earth above base slab 0.67 w ft Wall thickness 0.83 t ft Footing thickness 2.25 toe ft Length of toe 1.25 heel ft Length of heel H 10.00 ft Overall height of equivalent fluid Lf 4.17 ft Total footing width fs 1,811 # / ft2 Soil bearing if Xis in mid 1/3 fs2 1,932 # / ft2 Soil bearing if X is not in mid 1/3 Lf /3 1.39 ft X 1.04 ft Location of resultant force 2Lf /3 2.78 ft F 1,750 # Total horizontal force FS 1.539 Net factor against overturning Mot 5,833 # - ft Overturning moment Mr 8,979 # - ft Resisting moment Mu 9,917 # - ft Ultimate moment for concrete design W 3,019 , # Total weight on footing w1 1500 # Soil weight on heel (120 pcf) w2 1001 # Weight of wall w3 519 # Weight of footing , x1 3.54 ft d x2 2.58 ft x3 2.08 ft 4o Ksl #¢ (Q/ sl 4`5 9,92' d= 6 4o.4/ Joe NAME FO v (EV J03 NO. Zo re/ 9y 1).1 Z ' DATE SHEET NO. (a OF _ J 0 C) 447 °P IL 3" JC JAMIESON CONSULTING Consulting Engineering 4 Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 r ' ^5) 803.2581 • FAX (425) 803.3289 Z g-s .4 •= 44- Ks( 45 5 a lux' d.„6" 4,0,53/4 &- VorC, f/ 'l1-71 l/ FO -- 4& (2 to.c, of ` 0" M -- 3,54 -g 11- 7/ 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 FS Mot Mr Mu W w1 w2 w3 x1 x2 x3 . OUTPUT UNITS # / ft3 ft ft ft ft ft • 12.00 ft 5.25 ft . 1,850 # / ft2 1,954 # / ft2 • 1.75 ft 1.35 ft 3.50 ft 2,520 # 1.527 10,080 # - ft 15,397 #- ft 17,136 #- ft 3,948 ' # 1800 # 1494 # 654 # 4.63 ft 3.59 ft 2.63 ft JOS NAME R ✓ V IEW JOS NO. 20 /8l SY 7›.1L DATE SHEET NO., 7 a- CANTILEVERED RETAINING WALL W/ BASE SLAB COMMENT Equivalent fluid pressure Height of earth above base slab Wall thickness Footing thickness Length of toe . Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (12p pcf) Weight of wall `� Weight of footing N • • 3 'z" (2)44Top 111=-40 - I 74 ..1'/;'etEA, #4ee rt oic, - sJ ��orc. 4.4 3 'O'/ r (&)* corer, ala • � rl 'I /O N / 3 . C JANIIESON CONSULTING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B.1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3259 . CANTILEVERED RETAINING WALL W/ BASE SLAB and 50 psf vehicle surcharge INPUT 35 12 0.83 0.83 3.33 1.83 NAME OUTPUT EFP a w t toe heel H 12.00 Lf 5.99 fs 1,981 fs2 2,059 Lf /3 2.00 X 1.61 2Lf /3 3.99 F 3,120 FS 1.584 Mot 13,680 Mr 21,667 Mu 23,256 W 4,966 w1 2727 w2 1494 w3 746 x1 5.08 x2 3.75 x3 3.00 -P z Psi 1-0x5/ . 4• 44= 23, 3 d s 4=0,74y, 5 o, C PM) A T 4g/O rc litg-6.31 /i (p UNITS COMMENT # / ft3 Equivalent fluid pressure ft Height of earth above base slab ft Wall thickness ft Footing thickness ft Length of toe ft Length of heel ft Overall height of equivalent fluid ft Total footing width #1 ft2 Soil bearing if X is in mid 1/3 #1 ft2 Soil bearing if X is not in mid 1/3 ft ft Location of resultant force ft # Total horizontal force Net factor against overturning # - ft Overturning moment # - ft Resisting moment # - ft Ultimate moment for concrete design # Total weight on footing 7'L # Soil weight on heel (120 Dcf) Weight of wall # Weight of footing ft ft ft , T VIEIV ZoI I JCS NAME JCS NO. CAT` k a N o � 3 % 4-+► Nis SHEET NO., 8 OF —L7 • • SY 1,J (4-roP vs. • 1 r1 SJ Ggk 5' r r/ T4 3 Gv ea c, r (7) 04coAir JC INPUT 35 0.267 a- JAMIESON CONSULTING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B•1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3289 7.33 50 0.67 0.67 0.67 2.50 TYPICAL CANTILEVERED RETAINING WALL NAME OUTPUT EFP Cf a w4 w toe heel H Lf fs fs2 Lf /3 X . 2Lf /3 F Fk FS Mot Mr Mu w1 w2 w3 x1 x2 x3 x4 8.00 3.84 1,788 1,789 1.28 1.26 2.56 1,120 221 2.416 2,987 7,215 3,906 3,368 2199 733 386 2.59 1.00 1.92 1.00 Z5,(2)pr 3,9 d.: 4= 4es'c, UNITS # / ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft F/ND I f-/ " Fcx /h = t/' 99 ' i ,D J& ft2m z SP4 {-/0 ! Z, 'ET or P /V4 JOB NAME JOB NO. BY DATE SHEET NO. OF COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete desi Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing I S tt N • n / (Z)1/ 4 TA° • p(3!4'@8uoc, (5)44 coo: o 0 0 c0 W i J u. ui O g u. = f- w Z. I— O Z p 0 ar t I- w W' u. 0 lii Z ' co O 1- Z JC 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803 -3289 JAMIESON CONSULTING Consulting Engineering & Project Management JOB NAME JOB NO. DATE TYPICAL CANTILEVERED RETAINING WALL INPUT - 35 0.267 9.17 50 0.67 0.83 1.00 3.67 NAME OUTPUT UNITS EFP # /ft3 Cf a w4 w t toe heel H 10.00 Lf 5.34 fs 1,854 fs2 1,885 Lf /3 1.78 X 2.01 2Lf /3 3.56 F 1,750 Fk 236 FS 2.950 Mot 5,833 Mr 17,206 Mu 7,647 W 5,670 w1 4038 w2 917 w3 664 x1 3.50 x2 1.33 x3 2.67 x4 1.33 ft ft ft ft ft ft ft # /ft2 # / ft2 ft ft ft # - ft # - ft # - ft n ft ft ft / Z2p' 9 {f 765' /15= 0.47be/ 5"orc, FIND „ doe d c, du= 3,l7 K /-f 675' /JO VET StiDt'J Fcor7 PA-NA /eiz, Al /r PASSIVE. 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 /l :k;1 o\ • Pi k BY SHEET NO. OF 70P 111 44 &leac get-L&S K3 -'Orr: lord Ok4-coAir 3LS "(NTs QQ J U 0 0: .coo co J 'ui 0 ' 2 g J; u. ';. d ta O' p O N = w U; Z! U y .0~ z C JAMIESON CONSULTING 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 - 35 0.267 11.17 62 0.83 0.83 1.50 4.67 NAME EFP Cf a w4 w toe heel Lf fs fs2 Lf /3 X 2Lf /3 Fk FS Mot Mr Mu w1 w2 w3 x1 x2 x3 x4 JOB NAME JOB NO. BY DATE SHEET NO. OF OUTPUT UNITS COMMENT # / ft3 Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 12.00 7.00 1,850 1,969 2.33 2.91 4.67 2,520 228 3.476 10,080 35,033 13,821 8,584 6260 1391 872 4.67 1.92 3.50 1.92 ft ft ft ft ft ft ft # /ft2 # /ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft -�� z5x F f 4.= 4o gsi �0 Ks1 145) /VP= /3 d= � s- o14/ 42- • 5 c 9'0. c, FiiVD ' " Foe 4 &, 9''or c, M 475K/ /_ 775 �o Jr JJ SGrp/iVG TM/ 37A5 #0/z( Z, (0u ti C p4: //,E. / Ctiz 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 (2)ttel- 70P / g n 4' (Nr ) LL w 0 g a - d w ; I- O z I- 0 -- !0 wW H V', u- 0 Z UN O z Kappler Architects P.S. VERSION OM INCLUDES 3 STORY Job No. 99083 -23 Date 2/29/00 SPM Lateral Analysis for: Dujardin Plan #1843 B City of Tukwilla LATERAL DESIGN PER 1997 UBC Note: For portions described in these calculations only. See sheets S -1, S -2 and S -3 for all details, schedules and shear wall locations. DESIGN CRITERIA AND BUILDING DESIGN PARAMETERS SITE CRITERIA WIND EXPOSURE WIND SPEED IN MPH EARTHQUAKE ZONE SOILS TYPE WEIGHT ADDITIONAL SURCHARGED LOAD (ie.snow) CONSTRUCTION CRITERIA BUILDING FOOTPRINT ROOF PITCH (over the majority of the upper roof) BUILDING GROUND FLOOR FOOTPRINT AREA UPPER FLOOR SF, PLATE HT. MAIN FLOOR SF, PLATE HT. LOWER FLOOR SF, PLATE HT. OTHER SF, LONG / SHORT WALL 'r r ' 0 ;? E A SF WEIGHT ROOF CONSTRUCTION WEIGHT FLOOR CONSTRUCTION WEIGHT EXTERIOR WALL CONSTRUCTION WEIGHT INTERIOR WALL CONSTRUCTION xf?. SF SF SF SAIL AREA PLF FOR PERIMETER OF BUILDING UPPER FLOOR WALLS & ROOF (Roof + 1/2 Upper Floor) MAIN FLOOR WALLS (1/2 Upper Floor +l /2 Main Floor) LOWER FLOOR WALLS (1/2 Main Floor +1 /2 Lower Floor) OTHER (Roof+ 1/2 Floor) KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908324 Plan #1843b_(ExpB)_1997 -9 Lateral analysis worksheetl.xls Long Wall 3:t 4., rjs� +r 432i14<1"7 512) fATKil r =� .0. ti "B" Default 80 MPH Default 3 Default (sd) Default (table 16 Q) 0 PSF Default Short Wall /12 SF (for rho factor) FT FT FT STAMPED" 12 PSF Default 15 PSF Default 10 PSF Default 8 PSF Default 8/21/00 PAGE 1 tzocx- oZ' r w o. O 0 W `, w ! w 0 u.< 22 a = w ' H =; rr O 2 U � O 0 H' W • :I— UI IA Ir O ~ z WALL HEIGHT Ce Cq qs Iw 145 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 16.20 208 15.35 138 13.22 145 0.00 0 REDUNDANCY FACTOR (rho ") PER SECTION 1630 Reliability /Redundancy Factor. P = 2 - (20 I ( r max ((sq. root of Ae))) VALUE USED where: Ae Ground floor area of structure AB r max = Max element - story shear ratio square root r max = r i / story shear r I = element story shear x 10 / Iw element shear Iw (LENGTH) P= WIND PER SECTION 1618 VALUE USED Ce = Cq = qs = Iw = r max = -9.49 I 0.62 1.30 16.40 1 WIND EQUIVALENT UNIFORM LOADING P = (Ce) (Cq) (qs) (1w) ri= ri therefore use DESIGN PRESSURE: P = (Ce) (Cq) (qs) (1w) where: Ce = Exposure factor Cq = Method Factor qs = Wind Stagnation Pressure Iw = Importance Factor .252. !,11 *{ story shear ( 504 I 10685 I DESIGN CRITERIA FOR WIND ANALYSIS P= Min = 1.0 Max =1.5 EXPOSURE 0.62 Default for B exposure METHOD 2 1.3 Default for normal force method WIND SPEED 16.4 Default for 80 MPH WIND FORCE TRIB.HEIGTH (P) Roof (Upper walls) 12.8 (P) Upper Floor (Main walls) 9.0 (P) Main Floor (Lower walls) 11.0 #N /A 0.0 KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908324_Plan #1843b_(ExpB) 1997 -9 Lateral analysis worksheetl.xls PSF 1361 37 5041 0.05 I PLF SF # FT # FT # FT # FT 8/21/00 PAGE 2 2' U 0. co 0 N W w LL Q; D' W. I - 0 z l- 2 j DO O -' '= w I- 11 Z ' ' U - ' 0 . Z (P) Roof (Upper walls) 12 854 SF 10248 ADDITIONAL LOAD 0 854 SF 0 S / S EX. WALLS 10 64 8 5120 F / B EX. WALLS 10 56 8 4480 INTER. WALLS 8 60 8 3840 Roof (Upper walls) 23688 30 710640 710640 0.4503 4811 Upper Floor (Main walls) 26400 'irAPpl F g ¢@Q. 0.3513 3754 Main Floor (Lower walls) 26092.5 12 RFI !WOO ANA 1578150 0.1984 2120 (P) Upper Floor (Main walls) 15 864 SF 12960 S / S EX. WALLS 10 64 8 5120 F / B EX. WALLS 10 56 8 4480 INTER. WALLS 8 60 8 3840 TOTAL UPPER FLOOR WEIGHT ON MAIN SHEARWALLS 26400 (P) Main Floor (Lower walls) 15 791 SF 5932.5 S / S EX. WALLS 10 64 12 7680 F / B EX. WALLS 10 56 12 6720 INTER. WALLS 8 60 12 5760 TOTAL MAIN FLOOR WEIGHT ON LOWER SHEARWALLS 26092.5 #N /A 12 0 SF 0 ADDITIONAL LOAD 0 0 SF 0 S / S EX. WALLS 10 0 10 0 F / B EX. WALLS 10 0 10 0 #N /A 0 DESIGN CRITERIA FOR SEISMIC ANALISYS EARTHQUAKE PER SECTION 1628 table 16bQ. 16N BASESHEAR:Vb= (3.OxCa /R)W where: Z = Seismic Zone factor R = Bearing Capacity Ca = Soils Capacity W= Total Seismic Dead Load BUILDING LOADING DEAD LOADS VALUE USED Z= R= Ca = Rw= Rw= TOTAL ROOF WEIGHT ON UPPER SHEARWALLS BASE SHEAR BASE SHEAR: Vb = ( 3.0 x Ca / R ) W STORY SHEAR 0.3 5.5 0.36 8 6 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls PSFI LONG WALL SHORT WAL I WEIGHT TOTAL WEIGHT BASE SHEAR: Vb= W= 23688 # 76180.5 Wi hi (Plate Ht.) Wi x hi sum Hi x hi TOTAL FLOOR FQESE,d113320 1975680 9908324_Plan #1843b_(ExpB) 1997 -9 Lateral analysis worksheetl.xis *load reduced by half due to plan configuration of front wall being concrete Not included in total 0.1964 76180.5 14959 WORKING STRESS WOOD DESIGN 1.4 l 10685 I# Wihi / sum Wihi Vi 10685 # 8/21/00 PAGE 3 • tui U U O; ; N W, CO IL: H : . • c i U ui ; o a-' = I L. 0: Z LIJ on: H = 0 ~, Z. SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON ROOF DIAPHRAM CHECK TOP CHORD 2 -2X4 2 -2X6 16d SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB SEISMIC FORCE (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A 140 109 132 0 Shear Walls UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS WIND GOVERNS WIND GOVERNS WIND GOVERNS 208 346 492 # FT # FT # FT M= T =C= 18957335.76 677047.7056 10.5 t,'.y6448073 ALOW.Ft= 16.5)'4 .8 . 1.33 143.64 # /NAIL # FT # FT # FT # FT 550 1.33 MIN BOLT SPACING 790 1.33 MIN BOLT SPACING SEISMIC FORCE 731.50 # /BOLT ?was 1'1' z '2 :42 FT O.C. # /BOLT 43'47 FT O.C. 1050.7 #FT KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908324_Plan #1843b_(ExpB) 1997 -9 Lateral analysis worksheetl.xls 828621.396 4713.50 NAILS 10685 (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A WIND FORCE (P) Roof (Upper walls) (P) Upper Floor (Main walls) (P) Main Floor (Lower walls) #N /A 525 1.33 Not included in total 140 109 132 0 208 138 145 0 698.251 # FT # FT # FT # FT # FT # FT # FT # FT OK 8/21/00 PAGE 4 UO' 0 W 9 H LL w O ! 4 Jf u_< = o I-W I- 0 Z I- W W � 0 O '0 H = V, 0 Z; . O Z V W h Wh F Roof (Upper walls) 10685 23688 12.83366667 304003.896 3920 tipper Floor (Main walls) 10685 26400 9 237600 3064 Main Floor (Lower walls) 10685 26092.5 11 287018 3701 #N /A 10685 0 0 0 0 SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON ROOF DIAPHRAM CHECK TOP CHORD 2 -2X4 2 -2X6 16d SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB SEISMIC FORCE (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A 140 109 132 0 Shear Walls UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS WIND GOVERNS WIND GOVERNS WIND GOVERNS 208 346 492 # FT # FT # FT M= T =C= 18957335.76 677047.7056 10.5 t,'.y6448073 ALOW.Ft= 16.5)'4 .8 . 1.33 143.64 # /NAIL # FT # FT # FT # FT 550 1.33 MIN BOLT SPACING 790 1.33 MIN BOLT SPACING SEISMIC FORCE 731.50 # /BOLT ?was 1'1' z '2 :42 FT O.C. # /BOLT 43'47 FT O.C. 1050.7 #FT KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908324_Plan #1843b_(ExpB) 1997 -9 Lateral analysis worksheetl.xls 828621.396 4713.50 NAILS 10685 (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A WIND FORCE (P) Roof (Upper walls) (P) Upper Floor (Main walls) (P) Main Floor (Lower walls) #N /A 525 1.33 Not included in total 140 109 132 0 208 138 145 0 698.251 # FT # FT # FT # FT # FT # FT # FT # FT OK 8/21/00 PAGE 4 UO' 0 W 9 H LL w O ! 4 Jf u_< = o I-W I- 0 Z I- W W � 0 O '0 H = V, 0 Z; . O Z 8 3.5 3.5 3.5 2.25 130 pv.6 Mo= 3653.33 3653.33 3653.33 2348.57 MIN PLATE NAILING 21 INC O.C. WaII(DL) 280 280 280 180 1710 Roof (DL) 170 170 1440 900 0.00 Mr= 525.00 525.00 2006.67 810.00 NA T =C 893.81 893.81 470.48 683.81 MIN PLATE NAILING REQUIRED CS16 -30 CS16 -30 NA _ NA 13 INC O.C. 12 11 5 0 0 156 laniglAteN1 Mo= 13724.47 6238.39 0.00 0.00 MIN PLATE NAILING 21 INC O.C. WaII(DL) 880 400 0 0 1710 Roof (DL) 0 0 0 0 0.00 Mr= 3226.67 666.67 0.00 0.00 NA T =C 954.35 1114.35 #DIV /0! #DIV /01 MIN PLATE NAILING REQUIRED CS16 -30 CS16 -30 #DIV /01 #DIV /01 11 INC O.C. 8 3 5.5 ', 11.5 0 83 .Qi ,.P1'6I Mo= WaII(DL) Roof (DL) Mr= T =C REQUIRED 1996.29 3659.86 7652.43 0.00 MIN PLATE NAILING 21 INC O.C. 240 440 920 0 990 1710 2340 720 1230.00 3941.67 12496.67 0.00 255.43 -51.24 - 421.24 #DIV /01 NA NA NA #DIV /01 #N /A ',: 0 : 0 0 0 #N /A ! NIA 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. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A SHEAR WALLS RIGHT TO LEFT UPPER FLOOR Load 208 • Ht. 8 F- z 0 u 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 UPPER FLOOR Load Ht. 8 208 208 2 /3DL REACTION HOLDDOWN 208 0 w 2/3DL O z REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a a WALL SEGMENTS b c b b b c c d d c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908324_Plan #1843b_(ExpB) 1997 -9 Lateral analysis worksheetl.xls d d SHEAR V WALL TYPE 8/21/00 PAGE 5 16 28 0 0 0 119IntiP14 I Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 26617.15 0.00 0.00 0.00 MIN PLATE NAILING 15 INC O.C. 2240 0 0 0 720 0 0 0 27626.67 0.00 0.00 0.00 -36.05 #DIV /01 #DIV /01 #DIV /01 NA #DIV /0l #DIV /01 #DIV /01 16 27 0 0 0 12310011141Mal Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 26617.15 0.00 0.00 0.00 MIN PLATE NAILING 14 INC O.C. 2160 0 0 0 720 0 0 0 25920.00 0.00 0.00 0.00 25.82 #DIV /0! #DIV /01 #DIV /0! NA #DIV /0! #DIV /01 #DIV /01 #N /A 0 0 0 0 0 0 #N /A � •. N/ Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED #NIA #NIA #N /A MIN PLATE NAILING #N /A INC O.C. #NIA 0 #N /A MIN PLATE NAILING #NIA INC O.C. 0 0 0 0 0 0 0 0.00 0 0.00 0 #N /A 0 0 #N /A 0.00 #N /A 0.00 #N /A 0.00 0.00 #N /A #N /A #N /A #NIA #N /A #N /A _ #N /A #NIA #N /A ;, 0 0 0 0 #N /A 1` ;MN /A Mo= Wall(DL) Roof (DL) Mr: T =C REQUIRED #N /A #N /A #NIA #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #NIA #N /A #N /A #N /A #NIA FRONT TO BACK UPPER FLOOR Load Ht. 8 UPPER FLOOR Load Ht. 8 w J 208 2 /3DL REACTION HOLDDOWN 208 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 208 208 2 /3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT a TRIB.LENGT TRIB.LENGT a WALL SEGMENTS b c b b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908324_Plan #1843b_(ExpB) 1997 -9 Lateral analysis worksheetl.xls d d d d SHEAR V WALL TYPE 8/21/00 PAGE 6 Q' W OO! 0 0 ; W 0 Jr An Z _ I- O ' Z F- W uj; U O t O ;O Hi W uJ t Z U N rz O _ Z 8 4 3 5 3.5 179jR1=6y''�a +� Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 5716.23 4287.18 7145.29 5001.70 LRP AT GARAGE WING WALLS - MEETS APA TEST LOADS MIN PLATE NAILING 10 INC O.C. 640 480 800 560 1260 1260 1608 975 2533.33 1740.00 4013.33 1790.83 795.73 849.06 626.39 917.39 NA CS16 -30 NA CS16 -30 12 12 9 3 0 173 , . , u ,,, ? P1v6 Mo= 16612.80 12459.60 4153.20 0.00 #NIA Wall(DL) 1920 1440 480 0 0 Floor,Roof(DL 1080 2340 1200 0 0 Mr= 12000.00 11340.00 1680.00 0.00 MIN PLATE NAILING T =C 384.40 124.40 824.40 #DIV /01 10 INC O.C. REQUIRED NA NA CS16 -30 #DIV /01 8 4 5 3.5 3 1791 EMATEI Mo= 5716.23 7145.29 5001.70 4287.18 #NIA Wall(DL) 640 800 560 480 0 Floor,Roof(DL 1260 1980 1920 1200 0 Mr= 2533.33 4633.33 2893.33 1680.00 MIN PLATE NAILING T =C 795.73 502.39 602.39 869.06 10 INC O.C. REQUIRED STHD 14 NA STHD 14 STHD 14 #N /A 0 0 0 0 #N /A #N/ Mo= Walt(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A #N /A #NIA #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A RIGHT TO LEFT MAIN FLOOR Load Ht. 8 F- z re O 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 2 346 346 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 346 346 w 2 /3DL O REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT a TRIB.LENGT TRIB.LENGT a a a WALL SEGMENTS b c b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908324 _Plan #1843b_(ExpB)_1997 -9 Lateral analysis worksheetl.xls d d d d SHEAR V WALL TYPE 8/21/00 PAGE 7 u. 0 0 : N 0 N W WI W 0 ; g J IL Q :: N O ' H W Z O 0' U 0 ` co 0 1 W W X U ', 0i Z IiJ. Z 16 12 5 5 0 2520 ',P1'?41 Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 24164.08 10068.37 10068.37 0.00 MIN PLATE NAILING 7 INC O.C. 960 400 400 0 1056 168 168 0 8064.00 946.67 946.67 0.00 1341.67 1824.34 1824.34 #DIV /01 STHD 14 STHD 14 STHD 14 #DIV /01 16 . :` 27 : , 0 0 0 2051 . >aa,.R14 Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 44300.81 0.00 0.00 0.00 MIN PLATE NAILING 8 INC O.C. 4320 0 0 0 0 0 0 0 38880.00 0.00 0.00 0.00 200.77 #DIV /01 #DIV /01 #DIV /01 NA #DIV /01 #DIV /01 #DIV /01 . #N /A '' 0 '' 0 0 0 #N /A l ;'b #NIA Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0.00 0 0 0 0.00 #N /A 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A . ":' 0 •, 0 0 0 #N /A I NIA >: Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED #NIA #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A FRONT TO BACK MAIN FLOOR Load Ht. 8 C9 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 w J MAIN FLOOR Load Ht. 8 346 346 2/3DL REACTION HOLDDOWN 346 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 346 2 /3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a WALL SEGMENTS b c b b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908324_Plan #1843b_(ExpB) 1997 -9 Lateral analysis worksheetl.xis d d SHEAR V WALL TYPE d d 8/21/00 PAGE 8 N D r. ' W W' J w O g CO a , H W ; Z F WUJ, U � N ' W V r Z U .N 8 4.5 1.75 1.75 0 4921IXONl,CONC I Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 24329.37 9461.42 9461.42 0.00 MIN PLATE NAILING 4 INC O.C. 990 385 385 0 1430 1430 3048 0 3630.00 1058.75 2002.58 0,00 4599.86 4801.53 4262.19 #DIV /01 ON CONC ON CONC ON CONC #DIV /0l (:. 12 0 0 295 P1 4 II Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 25951.33 12975.67 25951.33 0.00 MIN PLATE NAILING 6 INC O.C. 1760 880 1760 0 0 0 0 0 4693.33 1173.33 4693.33 0.00 2657.25 2950.58 2657.25 #DIV /01 HTT22 HTT22 HTT22 #DIV /0l I #N /A! 0 0 0 0 0 0 #N /A Irix, >:r #N /A .,,.,� Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A #N /A #N /A #N /A #N /A #N /A BELOW GRADE MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A I #N /A 0 0 0 0 #N /A #N /A MINI Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A RIGHT TO LEFT LOWER FLOOR Load Ht. 11 I- z 0 IL 2 /3DL REACTION HOLDDOWN LOWER FLOOR Load Ht. 11 0 2 LOWER FLOOR Load Ht. 11 LOWER FLOOR Load Ht. 11 492 492 2 /3DL REACTION HOLDDOWN 492 2 /3DL REACTION HOLDDOWN 492 2 /3DL REACTION HOLDDOWN TRIB.LENGT SITS ON CONCRETE STEM WALL TRIB.LENGT a b c TRIB.LENGT TRIB.LENGT a a a WALL SEGMENTS b c b b c c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908324 _Plan #1843b_(ExpB)_1997 -9 Lateral analysis worksheetl.xls d d d d SHEAR V WALL TYPE 8/21/00 PAGE 9 Z. U U 0 { CO 0 W 9 xi_ 9x W 0 u.Q O , _ Z �l Z0 . WW D p. 0 � 0 1- III W H V , O ; t ll Z 0 E z #N /A ; .0 0 :: 0 0 #N /A Iasi #N /A spi's) Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A #NIA #NIA #N /A I #N /A 0 0 0. 0 #N /A INN#.N/AWafl MIN PLATE NAILING #N /A INC O.C. Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A #N /A #N /A #N /A 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #NIA FRONT TO BACK LOWER FLOOR Load Ht. K LOWER FLOOR Load Ht. w LOWER FLOOR Load Ht. 11 w cn D O z LOWER FLOOR Load Ht. 11 w O z TRIB.LENGT 492 11 Mo= Wall(DL) Floor,Roof(DL 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED 492 2/3DL REACTION HOLDDOWN 492 2/3DL REACTION HOLDDOWN a r athelligr tawbw9fiOWANm WALL SEGMENTS b c d SHEAR V WALL TYPE 2811 R1;:43W I 16 28 86504.43 3080 1776 45322.67 1470.78 STHD 14 0.00 0 0 0.00 #DIV /0! #DIV /01 0 0.00 0 0 0.00 #DIV /01 #DIV /01 0 0.00 0 0 0.00 #DIV /0! #DIV /01 TRIB.LENGT 492 11 Mo= Wall(DL) Floor,Roof(DL 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED TRIB.LENGT PORTION RESTS ON CONC. WALL a b c d MIN PLATE NAILING 6 INC O.C. 16 27 86504.43 5940 0 53460.00 1223.87 STHD 14 0.00 0 0 0.00 #DIV /0l #DIV /0l 0.00 0 0 0.00 #DIV /0l #DIV /0l 0.00 0 0 0.00 #DIV /0l #DIV /01 291 looRiNgiggi PORTION RESTS ON CONC. WALL TRIB.LENGT a b c d MIN PLATE NAILING 6 INC O.C. KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9908324 _Plan #1843b_(ExpB)_1997 -9 Lateral analysis worksheetl.xis d 8/21/00 PAGE 10 W . re 2 • U, 0 O! co o; ' WZ: J H; W 0 g J u.. a' CO _ CT W Z- Z U O N 1- ' = W t- v ' 111 z U - . 0 z ti Fire Department Review Control #D2000 -305 (510) City of Tukwila Re: Fosterview Estates — lot 28 — 13719 43 Place South Dear Sir: Fire Department Thomas P. Keefe, Fire Chief September 15, 2000 The attached set of building plans has been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: Steven M. Mullet, Mayor 1. The minimum fire flow and flow duration requirements for one- and two- family dwellings having a fire area which does not exceed 3,600 square feet (344.5 m2) shall be 1,000 gallons per minute (3785.4 L /min.). Fire flow and flow duration for dwellings having a fire area in excess of 3,600 square feet (344.5 m2) shall not be less than that specified in Table A- III -A -1. Exception: A reduction in required fire flow of 50 percent, as approved by the chief, is allowed when the building is provided with an approved automatic sprinkler system. (UFC Appendix III -A, sec. 5.1) 2. Acceptance of residential fire sprinkler systems shall include field verification of GPM and residual pressures meeting or exceeding the listing for the sprinkler type. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206 -575 -4439 Yours truly, Page number 2 City of Tukwila Fire Department Thomas P. Keefe, Fire Chief Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110- 16(a), NEC 110- 16(c)) Each circuit breaker shall be legibly marked to indicate its purpose. (NEC 110- 22) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 5/6 The Tukwila Fire Prevention Bureau Cc: TFD file Ncd Steven M. Mullet, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206 -575 -4439 w u IL; w Of g J: tL Q. w; LLI w c _ i , i0 N o I, w w i p .z: Lir _` o CITY OF UKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 H-ha Certificate of Water Availability PROJECT #: Ftre-rVtec only if outside City of Tukwila water utility district) PART A: (To be completed by applicant) Site Address (Attach map and Legal Description showing hydrant location and size of main): A43)--d, Pia ee. �J .+ h�'� L5c.�-7 tot 4 D l i i �►�riii�drina loh k r / ,ri,s •Icb t $ ,,,..,. i ;'1. ;r ", <r,J.�"` i.MgcnMtl,Ynl21{"i4iP @I,sont ° � �} k: <. i'^t��k 7 °jiYf�r+ x a,�M•°� J h� Name: CQJ( t0 01'1f�,rl ' Address: Name: Ka ` Ier ktL4'u - FeCJf'- Address: Phone: Lf - 334 Phone:5 — (04 — 5390 This certificate is for the purposes of: al Residential Building Permit ❑ Commercial/Industrial Building Permit ❑ Preliminary Plat ❑ Rezone ❑ Short Subdivision ❑ Other Estimated number of service connections and meter size(s): 5 /8 )( 3 14 " orv- ( C Vehicular distance from nearest hydrant to the closest point of structure ft. Area is served by (Water utility district): 0.4 UJarkic p 1 S l eir 1•1.0 . las Owner /Agent Signature: Date: 0 PART B: (To be completed by water utility district) The proposed project is located within �l A_IcLi X\& 1 t C (City/County) The improvements required to upgrade the water system to bring it • compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: RECEIVED CITY OF TUKWILA (Use separate sheet if more room is needed) Based upon the improvements listed above, water can be provided and.will be a gpm at 20 psi residual for a duration of 2 hours at a velocity of attached calculations. ay ilable at the sit e tV i'a`f ti∎nf fps as documented by the I hereby certify that the above information is true and correct. k O a0(0 f aye - X 1 5 4 - 7' Agency /Phone By 4 Date PART C: (To be completed by governing jurisdiction) Water Availability: ❑ Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item C2 are met. ❑ System isn't capable of providing service to this project. Minimum water system improvements: (At least equal to B2 abov (Use separate sheet if more room is needed) Agency /Phone By Date z w 00 W F- U) w w 2 g Q o = a � z = H O z I- Lij 0 O o ) w L I O .z w = 0~ z Part A: (To Be Completed by Applicant) Purpose of Certificate: it Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: lil Residential Single Family ❑ Residential Multi- Family ❑ Commercial ❑ Other Applicants Name: 0 Pr E ',-k PhoneLL75) (191-1: s3 ao. Property Address or Approximate Location: RECEIVED \ S \ C( IASrOL pI • S p CITY OF TUKWILA Legal Description(Attach Map and Legal Description if necessary): .. i Gy 2000 PERMIT CENT.En F -,y- v \ -ok % t✓o t 2g ` — A-y \D . • Z4I41,00— 2b Part B: (To Be Completed by Sewer Agency) 1. g a. Sewer Service will be provided by side sewer connection only to an existing (0 size sewer 0 feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) 13 a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. X a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR 13 b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: a. District Connection Charges due prior to connection: GFC: $ 850. SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $1090 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) b. Easements: ❑ Required . ❑ May be Required c. Other: f 'WORKING TOWARD A BETTER ENVIRONMENT 7. 11 71 ` ' ( e SEWER DISTRICT 41 Certificate of Sewer Availability 14818 Military Road South P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 Title ate D2000 Hoe ll CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY OR ❑ Certificate of Sewer Non - Availability I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from,tt"i date of $gnature. Re ' - lential Sewer Use Certifi( ion (To be completed for all new sewer connections, reconnections, or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities alter February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council but is limited by slate law to $10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi- annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge on this form should be referred to King County Wastewater Treatment Division at (206) 684-1740. (Please print or type) Owner's Name D1' \C1 r <�,�.. 1.,c ) 1. L\ �•,s.� •'f ( ,. J (Last, First, Middle Initial) Property Tax I.D. Number Is k? C L - L 2 r \ :U Property Legal Address: Subdivision Nemec t t ,..r . ('i(,.\ Ft) Lot # L ) Building Name (II applicable) Property Street Address \.1 tt. !c'\ City, State, Zip Owner's Mailing r Address T i". ' C) C •J'-- t (If different from above) Owner's Phone Number (' l? ` ) ' ' -`� Property Contact Phone Number ( ? > ) 1 - 2 0 Party to be Billed (if different from owner) Party's Mailing Address (if different from above) City or Sewer District V( " '`) \ I. - E Date of Connection Side Sewer Permit # Demolition of pre- existing building? ❑ Yes ❑ No Demolition Permit # 1 Please check appropriate box: ❑ Single- family ❑ Duplex (0.8 RCE per unit) ❑ 3 -Plex (0.8 RCE per unit) ❑ 4 -Plex (0.8 RCE per unit) ❑ 5 or more (0.64 RCE per unit) No. of Units ❑ Mobile home space (1.0 RCE per space) No. of Spaces 1057 (Rev. 2/00) Subdiv. # Block # i t , ' I A x 0.64 = x 1.0 Residential Customer Equivalent (RCE) 1.0 1.6 2.4 3.2 Signature of Owner /Representative •�l - - Date Z. Print Name of Owner /Representative N `Q- \.\\_ LO ( V- White — King County Yellow — Local Sewer Agency Pink — Sewer Customer 531,".P;MA P,* Cvf',!,' a!iW.'f+' ?fvouF,mar:.'sr=9svavr w rwtr rwr7 --,m7} nWly -d *nrp-5,, . iKcrn . rS."°^rm3 r r ).-gry'?rr. di; MYntt., For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determi ation of a revised capacity charge. z re2 6 00 CO Ill l— w O 2 u- Q'. to I Cl. w z � H O' z • j U 0. . co, O 1— w w U LL 0 . ti z U = 1 O z November 3, 2000 John Kappler Kappler Architects 14311 SE 16th Street Bellevue, WA 98007 RE: CORRECTION LETTER #1 Development Permit Application Number D2000 -305 Fosterview Estates — Lot 28 13719 — 43rd Place 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 Planning Division and Public Works Department. At this time, the Building Division and Fire Department have no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator encl City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director xc: File No. D2000 -305 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206. 431 -3670 • Fax: 206 - 431.3665 20020314001964 DOCUMENT TITLE(S) (or transactions contained therein) SECOND AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS, RESTRICTIONS, EASEMENTS AND RESERVATIONS FOR FOSTERVIEW ESTATES REFERENCE NUMBERS) OF DOCUMENTS ASSIGNED OR RELEASED: N/A 6 • Additional reference #s on page of documents) GRANTOR(S) (Last name first, then first name and initials) DUJARDIN DEVELOPMENT COMPANY, DECLARANT • Additional names on page of document GRANTEE(S) (Last name first, then first name and initials) CHICAGO t t.E INSUIIAME COhMPANY has placed the dammed of DUJARDIN DEVELOPMENT COMPANY add acctip i l lt Courtesy • Additional names on page of document IN dotal M or vOhdlry of LEGAL DESCRIPTION (abbreviated i e , lot, block, plat or section, township, range) Portions of Government Lots 2 and 3, Section 15, Township 23 North, Range 4 East, W M , Portion of Tract 67, Riverside Interurban Tracts, Vol 10 of Plats, Page 74, and Portion of Tract 19, Fostona Garden Tracts, Vol 9 of Plats, Page 95, in King County, Washington, also known as The Plat of Fosterview Estates, recorded under King County Recording No 20000505000735, Volume 194, Pages 062 -065 • Additional legal is on page of document ASSESSOR'S PROPERTY TAX PARCEL/ACCOUNT NUMBER 523 0490 @3x1 0190504 a C A4 c146(dc See Attached • Assessor Tax # not yet assigned RETURN ADDRESS Brent Carson BUCK & GORDON 902 WATERFRONT PLACE 1011 WESTERN AVENUE SEATTLE, WA 98104 WASHINGTON STATE RECORDER'S Cover Sheet (RCw 65 04) KING COUNTY RETURN ADDRESS Brent Carson BUCK & GORDON 902 WATERFRONT PLACE 1011 WESTERN AVENUE SEATTLE, WA 98104 WASHINGTON STATE RECORDER'S Cover Sheet (RCw 65 04) 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 \ 5 day of 1042t:, , 2002 by Dujardin Development Company, a Washington corporation ( "Declarant ") CHICAGO TITLE INSURANCE COMPANY has placed the document of record as a customer courtesy RECITALS AND DECLARATION and accepts no liability for the acOuracy br validity of t}19 antumWfit 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 Declaration was previously amended by a First Amendment to the Declaration (the "First Amendment ") recorded under King County Recording No 20000505000737 C As the Development Period (as defined in the Declaration) has not termmated, Declarant under the provisions of the Declaration as previously amended, has the authority to amend and wishes to further amend the provisions of the Declaration as provided herein NOW, THEREFORE, Declarant hereby amends the Declaration as follows 1. Maintenance Responsibilities. The Fosterview Estates Homeowners Association. Section 5 1 of the Declaration is hereby deleted in its entirely and replaced with the following Y DU1ARDIIAFOSTlR2NDAMEN D nAOEOC 2 eel cs U. After termination of the Development Period, the Association shall operate and maintain the Common Areas as required or advisable The responsibilities of the Association shall include, but are not limited to, the following and 5.1. Association Responsibilities 5 1 1 The cleaning and maintenance of the water courses on Tracts A and B; 5.12 The maintenance, repair and replacement of the fences around and across Tracts A and B, and 5 1 3 The maintenance, repair and replacement of the french drains in the Common Areas as shown on the Plat Map, and 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 5 1 5 The maintenance, repair and replacement of the retaining wall and its associated drainage improvements located along south boundary of Tract B and South 137 Street, and 5 1 6. The maintenance, repair and replacement of the retaining wall and its associated drainage improvements located along north boundary of Lots 13 and 14 and the Private Drainage & Pedestrian and Public Utility Easement as shown on the Plat Map, and 5 17. The maintenance of the trails beginning at the cul de sac end of South 137th Place to and along the North boundary of the plat as shown on the plat map. The Association may provide such additional common maintenance that it determines to be 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 D W ARDAN'OSTPR2NDAME! D AID 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: (Printed Name) Its /fitil, we-7 STATE OF WASHINGTON ) COUNTY OF KING ) Y1WP1DWARARJTO$T R2NDAMFNIIJMODOC s s. CI BCAGO 1111.E INSURANCE COMPANY has placed the document of record as a customer courtesy and accepts no liability for the accuracy Or validity of the document. . On this day personally appeared before me oQi.jv() e G, to me known to be the Yt2Gs toe, rcr of Dujardin Development Company, the corporation who executed the within and foregoing instrument, and aclmowledged the said instrument to be the free and voluntary act of said corporation, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute the said instrument GIVEN under my hand and official seal this l3 day of ill Aiect4 , 2002 n � ft t} ) -4tett so n (Print Name) Notary Public in and for the State of Washington, residing at STt My commission expires 3 -1 S -0 3 4 z et , U.1 J U o O N0 CO W =; W O; J u._ 1 0 . t— tlJ z � z I- LU V ON ,I Wi u- p. Z , 07 , r z z Y 1WPIDUTARDTh WOS•IER2NDAMEN D MO DOC E ?>IE133IT A LEGAL DESCRIPTION Plat of Fosterview Estates, recorded under King County Recording No 20000505000735, Volume 194, Pages 062 -065, records of King County, Washington. 5 CHICACO TITLE INSURANCE COMPANY has placed the document of record its a customer courtesy and accepts no liability for the accuracy or varidrt}r of the document, .tcuiJ+ ti''1∎. ro," a4$i "'Na"iamnibYia�lht¢r,r 7.A,gS;:., f l'91 . 4 ee .wa:s,.•d ,�j.r. t.7 00 ! C p s ILL CO 114 w ri z � W Wi U o , ;o t iW W; • ~ ;Li. 17: z:. • U N o z ASSESSOR'S PROPERTY TAX ACCOUNT NUMBERS 26120000104 261200002002 261200003000 2612000040080 261200005005 261200006003 261200007001 261200008009 261200009007 261200010005 261200011003 261200012001 261200013009 261200014007 261200015004 261200016002 261200017000 2612000180080 261200019006 261200020004 Plat of Fosterview Estates Lots 1 through 40 CHICAGO TITLE INSURANCE COMPANY has pl-ced the document of record as o customer courtesy and ()crepts no Iabihty for tho accuracy or validity of the documaM, .261200 - 261200- 261200- 261200 - 261200 - 261200 - 261200 - 261200 - 261200- 261200- 261200- 261200 - 261200 - 261200 - 261200.- 261200 - 261200 - 261200 - 261200 - 261200 - 0210.- 02 0220 - 00 0230 - 08 0240 - 06 0250 - 03 0260 - 01 0270 - 09 0280 - 07 0290 - 05 0300 - 03 0310 - 01 0320 - 04 0330 - 07 0340 - 05 0350 - 02 0360 - 00 0370 - 08 0380 - 06 0390 - 04 0400 - 02 LEENDERS DRYWALL, Inc. LEENDD1099PA 413 B 19th St. # 166 • Lynden, Washington 98264 (360) 354 -4629 z-or ` ag / u i✓ / - M i6,O on) 4 LAG c.5 T C,c.77rQ l& 5'3 J7 71 s L-t)S3 RECEIVED RN 3 0 2002 BUILDING DEPARTMENT , • TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and. Environmental Earth Sciences 12525 . _,lows Road, Suite 101, Kirkland, Washir n 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 • terra @terra- associates.com t 2(XK7-3" Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish; Washington 98291 Subject: Final Report Earthwork Observation and Testing Fosterview Estates, Lot 28 Tukwila, Washington Reference: Plan Review, Fosterview Estates, Lot 28, Terra Associates, Inc., dated June 16, 2000 Dear Mr. Fowler: As requested, we provided intermittent earthwork observation and testing services during grading and construction of foundations for Lot 28 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 April 11, 2002 Project No. T- 1515 -2 Based on our field observations and test results, it is our opinion that earthwork and foundation construction on Lot 28 has been performed 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 examination. Mr. Bill Fowler April 11, 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. ncl Footing Excavation Examination Report Mr:•John Kappler,`Kappler Architects , .44` tit Project No. T- 1515 -2 Page No. 2 DATE FOOTINGS EXAMINED PROJECT NAME: FOOTING EXCAVATION EXAMINATION REPORT ro 5'Tc2.v t['w i0 1 1�!TF�TZ~ 1 CONTRACTOR: tau PI /4 tis'. C .. DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 PROJECT NO 5/5 2 PROJECT LOCATION: G',L.11L,(.A REPRESENTATIVE: S'n € me nce) NOTES: 51'PPoK OP 00' PS ( 'nue[-Q :Nta L.aADS• f - 577A700lni(, 1,./A-frie c.< Lc o s iv G, �vf.4 S/ v L-6 nr; Reel F r / O77r' G ArectO P/ I0 - 10 Co Ai aec,r--i-F P 1 AC.c?mcA/7 . Our representative has examined only the footing excavations listed above. The results of this examination are only valid fora period of 48 hours. If any change in the subgrade conditions occurs, we should be promptly notified. Any loosened soils observed in foundation areas due to construction activity or rainfall should be removed prior to concrete placement. SIGNATURE ERN I6. 14101C_ I PR:sc.:0 5;z Per y7 G. A721 4Q-6: 5017716e RJR TERRA ASSOCIATES REPRESENTATIVE COPY TO: Sim /1)(173.61/4 pEitEltealM12,0.2MISESMOMM. 4 e, k/171 /VC Z QQ W Ir e 00 CO W = • u_ W O } ' J = C7 W ~ _; Z Z O F— O N ;. = V tuz U N ~ Z FOOTING EXCAVATION FIELD CONDITIONS NOTED ' ""'SZ u. 1 �cxr'T1 NV A(LC,'CS to c e'c 4 7v11 J2 WT S 2 h' *' 29 . 2 - To /3 inm) m r-r 1 • emu-: C e A s/L Aw'OA2 stc. colyil8 Gx/r' iVn '7v Sc OQi 2 000 ail t.DiNG L0.4126 . Aix._ psi C-5Ve rrr/i SO/ C. Aver?" c,,r?,er= CO ti 0 A) rlid .577ZUC7c. 3'C- Fic.L Co N sIS77NV erp a/7C Y ec.C7i eewe,7rE . AZC AgeetS t.dak6 FIRM 4rA10 /\CN- Y/GsL_,41NG. / DATE FOOTINGS EXAMINED PROJECT NAME: FOOTING EXCAVATION EXAMINATION REPORT ro 5'Tc2.v t['w i0 1 1�!TF�TZ~ 1 CONTRACTOR: tau PI /4 tis'. C .. DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 PROJECT NO 5/5 2 PROJECT LOCATION: G',L.11L,(.A REPRESENTATIVE: S'n € me nce) NOTES: 51'PPoK OP 00' PS ( 'nue[-Q :Nta L.aADS• f - 577A700lni(, 1,./A-frie c.< Lc o s iv G, �vf.4 S/ v L-6 nr; Reel F r / O77r' G ArectO P/ I0 - 10 Co Ai aec,r--i-F P 1 AC.c?mcA/7 . Our representative has examined only the footing excavations listed above. The results of this examination are only valid fora period of 48 hours. If any change in the subgrade conditions occurs, we should be promptly notified. Any loosened soils observed in foundation areas due to construction activity or rainfall should be removed prior to concrete placement. SIGNATURE ERN I6. 14101C_ I PR:sc.:0 5;z Per y7 G. A721 4Q-6: 5017716e RJR TERRA ASSOCIATES REPRESENTATIVE COPY TO: Sim /1)(173.61/4 pEitEltealM12,0.2MISESMOMM. 4 e, k/171 /VC Z QQ W Ir e 00 CO W = • u_ W O } ' J = C7 W ~ _; Z Z O F— O N ;. = V tuz U N ~ Z Dear Nora, Enclosure. Sincerely, —4 April 16, 2002 1 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. I� ARC your c ow Ictc Aaron Swain, Office Administrator Kappler Architects, P.S. TIC TSJRs. home. p ct nu ( c . .j re RECEIVEED APR 1 i 2002 COMMUNITY DEVEL NT IJkiIY h �irr�u w; ^.:�Wi;att :unf c:Jn�i ie ., a -.'.ik filh 1 >x`Yt'Y4 i 1 .u:u:'..bt• ��i u4:<J: 14311 SE 16th Street . BeITovue, 'WA 98007 1.800.888.4517. (425)64 5.320 .fax: (4 C0402_19 Final Geotech Report, Lots 27 -3 1 sterview (014 ferhomepians.com TERRA ASSOCIATES, Inc. RECEIVED CITY OF TUKWIIA Consultants in Geotechnical Engineering, Geology APR 2 4 2002 and Environmental Earth Sciences PERMIT CENTER 12000 -3c Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Subject: Final Report Earthwork Observation and Testing Fosterview Estates, Lot 28 Tukwila, Washington Reference: Plan Review, Fosterview; Estates, Lot 28, Terra Associates, Inc., dated June 16, 2000 Dear Mr. Fowler: RECEIVED APR 12 2002 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 April 11, 2002 Project No. T- 1515 -2 • As requested, we provided intermittent earthwork observation and testing services during grading and construction of foundations for Lot 28 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 28 has been performed 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 examination. 12525 Willows Road, Suite 101, Kirkland, Washington 98034 • Fax 425) 821 - 4334 • terra@terra- associates.com LU 00 . N0 our WI uj J � g J Q d : Z ' Z W, D o' 0 O I- F s2 Z ;. Davi Eng lt •r.'4•1 rl. ,,,, t'.''n _ ••. a „ x .)s • ' Mr. Bill Fowler April 11, 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. 0cel .12/9/.,.03 r. • Encl,• Footing Excavation Examination Report Mr. John Kappler, Kappler Architects • .. 41P- 1111. Project No. T- 1515 -2 Page No. 2 tir DATE FOOTINGS EXAMINED i'O 2.`1 " O I PROJECT NO. /5/5_ z PROJECT NAME: fi' o t V CV- ° 9Z PROJECT LOCATION: � �� �L�� T N 0 W W '. J; CONTRACTOR: NOTES: SIGNATURE ERN ic / <nk►LC_ TERRA ASSOCIATES, Inc. + ..ww Geotechnical Consultants " gip' ° 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 FOOTING EXCAVATION EXAMINATION REPORT TERRA ASSOCIATES REPRESENTATIVE I al 0 C t .. DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: REPRESENTATIVE: SLUT Ci }fmc ) 1 AstSoac 57)97 " !}2L SUt7)1t3t . Fait sa c 2T OF Z Om') Ps 13v1 L ,Q LoA -OS• 57747v4 (N(, p_M +2 G.< Lrz)s /Qa Al A-rata IA'L S/bvr -C rsr; RC- - zovc4) i Ran ce77" ,4 i4 PRI° -70 Co neC=TZ PC 4Ccn'I&Jr, 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: rc /1.b1f*(//477/ lire „Ig urxa+ vana rmrrf -x l' !'3t^" t NMEnt- "wear ionnf w w xaih arfmmo mr,e49kwrist gn au I +nrzr4 N L W 0 u. g2 a I-- W ; z 0 Lai uj. N , 0 1_- W W ' u. F' W z F= _ 0 z FOOTING EXCAVATION FIELD CONDITIONS NOTED 140uSE Ft +U.A.) k'r rAJ AFZt345 Fra ; t NV AIZCns W(- 6 e) G /l Fr.) 2 LOT S 217' 29 . 2 -ro 0 iN7t) mriO. f)C',VS -: C' i4-Ycle s,4.7 A1418 /o2 St - 7-1 S/Frvt G - xiit°,c t 1 "To ScIPPO Q .r 2,000 p si eclIC.. of) IIVV Lo.k1,O5 . . � Si7A 50 /L /b CfrS i.,r?,e/ revne0 4 40 1'774 , RUC:.cnea t- FIc.l- CONS' mNO cr1' • 2Y.c:Ycc.,a6 co,.' /3TE • ,'lzd.. A - 1 S G F,,¢.h ,4rvl /\44-1- waL4 hvG. tir DATE FOOTINGS EXAMINED i'O 2.`1 " O I PROJECT NO. /5/5_ z PROJECT NAME: fi' o t V CV- ° 9Z PROJECT LOCATION: � �� �L�� T N 0 W W '. J; CONTRACTOR: NOTES: SIGNATURE ERN ic / <nk►LC_ TERRA ASSOCIATES, Inc. + ..ww Geotechnical Consultants " gip' ° 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 FOOTING EXCAVATION EXAMINATION REPORT TERRA ASSOCIATES REPRESENTATIVE I al 0 C t .. DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: REPRESENTATIVE: SLUT Ci }fmc ) 1 AstSoac 57)97 " !}2L SUt7)1t3t . Fait sa c 2T OF Z Om') Ps 13v1 L ,Q LoA -OS• 57747v4 (N(, p_M +2 G.< Lrz)s /Qa Al A-rata IA'L S/bvr -C rsr; RC- - zovc4) i Ran ce77" ,4 i4 PRI° -70 Co neC=TZ PC 4Ccn'I&Jr, 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: rc /1.b1f*(//477/ lire „Ig urxa+ vana rmrrf -x l' !'3t^" t NMEnt- "wear ionnf w w xaih arfmmo mr,e49kwrist gn au I +nrzr4 N L W 0 u. g2 a I-- W ; z 0 Lai uj. N , 0 1_- W W ' u. F' W z F= _ 0 z PUBLIC WORKS PROJECT REVIEW COMMENTS Project Name: FOS+&QiQ,W ,h tes Location: 13119 43 P (, S File #: b2000 - 305 Action: de 4 'll e.cI eci Date: l 2 200 Reviewed By: JO(t%J SPENcEf2. PRIOR HISTORY AND CORRESPONDENCE FRANCHISE UTILITY COORDINATION CODE REQUIREMENTS COMP PLAN CIP OVERLAY PROGRAM MISC. STUDIES MAINTENANCE NEEDS RFA WD 125 VAL -VUE PW STANDARDS PRE -APP PROBLEM AREAS D ko s o r� . - e S : Cut 5 S v ` � � pH. TAAR..4 5.. p i ., 5k NOrtL arrow QA441 Wet to 61,1..$ wo-w•t 4214. 54, P2 . G. .sr,, n...,... t.. a.. a�..:!.�.t...rsv:.6.i:vu,.i >r.: •x•rm.• • i,ai -w .Lwi- s. r::.,aYma.::��ar'�fi.tic ,a03rwe:£.til2mu.. " +; {.suorwti,::tiuw�ati:»7d1.4�. .a::@a. ,rep n,�.- i.L;ti:a<„N l,rsvnd�iru "a�•.+Mttaw,a;us.>s. [ ,w. . �.. r^ tlk ::.•..aah311;iillsu:.3aiY.e "w:c PLANNING DIVISION COMMENTS DATE: September 13, 2000 PROJECT NAME: Lot 28 Building Permit PLAN CHECK NO.: D2000 -305 Plan Reviewer: Contact Nora Gierloff at (206) 431 -3670 if you have any questions regarding the following comments. 1. The fireplace intrudes into the side yard setback. Please revise to meet setbacks. 2. This lot is in Phase D and cannot be constructed until Phases A, B and C are declared complete by PW. C : \Nora's FilesWSTRVIEW\LOT2REVISION.DOC z I —0' Z �. 2 DJ U ° '0 Ni ;O H' W w lL U y . O ACTIVITY NUMBER: D2000 -305 DATE: 11' -30 -2000 PROJECT NAME: FOSTERVIEW ESTATES LOT 28 SITE ADDRESS: 13719 43 PL S SUITE NO: Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter # 1 Revision # After Permit Is Issued DEPARTMENTS: Building Division n P I'c Works 4 i�1, 3 l !o ( DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete PERMIT COO �py PLAN REVIEW / SLIP Comments: TUES /THURS ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions u Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DUE DATE Approved ri Approved with Conditions Not Approved (attach comments) ri REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: raaoutLDOC err9 Fire Prevention Structural Incomplete n n n PI nni4 vision (rt_ (Z -5 `°T Permit Coordinator No further Review Required a. DUE DATE: 12 -05 -2000 Not Applicable n n DATE: DUE DATE 1- 2-2000 ~ Z : Q ft Q 2 D . J U O' CA CV W uJ J uu O u. Q = d ' W 1- W z �. Z o U , 0E-` wW I - -- - O; • Z ' I O ACTIVITY NUMBER: D2000 -305 DATE: 9 -8 -2000 PROJECT NAME: FOSTERVIEW ESTATES LOT 28 SITE ADDRESS: 13719 43r PL S XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # _ After Permit, Is Issued DEPARTMENTS: Buil: ing Division AGO, 418-0 Public Works . 99 5 i pvsQ l_��ot) DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete PLAN COPY SLIP Fire Prevention .Inl Planning Division 1. 1 U(i 15 den u d q-/-6f) Structural n Permit Coordinator ow DUE DATE: 9 -12 -2000 Incomplete n Not Applicable Comments: TUES /THURS ROUTI G: Please Route Structural Review Required No further Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved REVIEWER'S I ITIALS: (I,CSVVp_n Approved \PRROUTE.DOC 5/99 n Approved with Conditions CORRECTION DETERMINATION: DATE: DUE DATE: 10-10 -2000 Not Approved (attach comments) ATE: I ImAiPJA 11-3-cb / DUE DATE Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: z c4 2 w J o• co u) ° ut w • 0 2 • Q .7 z � z co , w H 0 Z w = O ~� z City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: It ' 2q ' (.9 d Plan Check/Permit Number: D2000 -305 ❑ Response to Incomplete Letter # • Response to Correction Letter # l O Revision # after Permit is Issued RECEIVED CITY OF TUKWII A Nov 3 0 2000 PERMIT CENTER Project Name: FOSTERVIEW ESTATES — LOT 28 Project Address: 13719 — 43 Place S Contact Person: John Kappler Phone Number: 425 - (0U'1.5320 Summary of Revision: P 2.1. 1-IAS E7EEti 'RASED ¶0 PERE &'f' : A'1 neEPLA CE s 8A-CA . KATws1crd 2 . 51-1 - GOT ' I • ( I-IAs Bead 2Eti1SED To REELECT urr GILL Rlr a) 1 vt p\-S 3. SHEET ? 9.6 A S f3Ea! P& 5E To l2EFLEc7 Cl-) 41o12.7.h -/ A2/0 vt/ 13) ittA MES . Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on I -D 11/03/00 U' U O ; ra CD w' w O ' o w z X; 0 N I- , . .z 0 - ' 0 Z LICENSE DETAIL INFORM ^ TION Form - Page 1 of 1 Current Filter: None 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 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 600629672 * * *VIEW PRINCIPAL OWNER(S) FOR THIS LICENSE* * * 'VIEW *VIEW CONTRACTOR BOND /SAVINGS INFORMATION * * * * * *CHECK INQUIRY FOR SUMMONS AND COMPLAINTS* * * * * * VIEW CONTRACTOR INSURANCE INFORMATION * * * New inquiry by CITY, NAME, PRINCIPAL OWNER NAME, NUMBER, UBI NUMBER or return to the L &I Construction Compliance Home Page http: / /www.lni.wa. gov /CONTRACTORS /TF2Form. asp ?License= DUJARD * 204L0 jtomentafeegamensementemerammtmatammwsny 1/2/01 .4.4Af IiaA:'kYii;'li iL`t ym J4C1.14 I,UVA tii*Ipn`ioute aLvau:Ae:Jai N <.4w:'dti'i16Ai4�Ra tli:w{6V�xLL:v'..ai FOSTERVIEW, TUKWILA WA DUJARDIN DEVELOPMENT COMPANY PERMIT SUBMITTAL ADDRESS: 13719 43rd PLACE SOUTH 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 - EL 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 DICUMENTS, LOT 28 TAX PARCEL I.D. #: 261200 -0280 SHEET INDEX PLAT ARCHITECTURAL PLANS Sht 4 of 4 PLO PL4 PI5 PL6 P2.6 P6.8 P8.0 P9.0 APPROVED PLAT DRAWING MASTER HOME DEVELOPMENT PLAN PHASE D - 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 26 - 30 SITE SPECIFIC SECTIONS - LOTS 27 - 30 SITE SPECIFIC FOUNDATION DETAILS FOR LOT M 28 STAIR DETAILS FOR PLANS 1843 A & B 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 FROM BASE PLAN # B2000 -072) AL A21 A2.2 A3. A4. A5. A6. A7. DL D2. SI. 52. S3. ARCHITECTURAL COVERSHEET CODE NOTES FOUNDATION & LOWER FLOOR PLAN MAIN FLOOR FRAMING MAIN FLOOR PLAN UPPER FLOOR FRAMING PLAN UPPER FLOOR PLAN UPPER ROOF FRAMING PLAN ELEVATIONS & BUILDING SECTIONS STANDARD DETAILS STANDARD DETAILS LATERAL DETAILS LATERAL DETAILS LATERAL WALL SCHEDULE 12000 -30 ',ILE COPY 11 urde s and that the Plan Check approvals ere sclect. to Kroft, and omissions anal ` proval of does not ., 'e .oe the violation of any adopted core or ordinance. Receipt of con - t:acor's copy of approved plans acknowledged. EEPAP -ATs E PERMIT I REQUIRED FOR: MECHANICAL 1/, 'v LECTR1 CAL TIFLUMBING l�6AS PIPING CITY OF TUKWILA BUILDING .DIVISION LS t,A TO These plans have been reviewed by the Public Wort _- w - - iu. _„ ce with current City standard& Atceptaaca L gobbet to e?mr and omissions slick 61 sot words Nakdoao of 8 doptd m du!g Otb1111111112116 impoodbaity for the ah000t t to I With the ae At �r M ds drawings titer 11 it ldtaid tki tloatraals and eifl moire a taaabdmd d taiitad doting for anbaegeat aFDtatal <_ scceptance is subject to field inspection by th A.h!ic Waft amities impesto : I /161o/ ( ACc As LA 51-7411 IVA -104 -t •E RECEI \QED SEP - 8 2000 PER[AITv�R E- F- w z 94 2 tt 0 Z • w w ' • ° x O0 w 0 1 ; 4 .'6 o O I X Z ° a ti Q • ° co c*) ��Ap� CO ciJ V CO 0, CU ° ▪ co Q c') L-73 mtE JOB NO, 00147 SHEET COVER SHEET PZODO -305 AREA LOT # PHASE LOT 1 1 LOT 2 A LOT 3 LOT 4 6 LOT 5 C LOT 6 LOT 7 2 LOT8 B 7 LOT 9 0 LOT 10 LOT 11 LOT 12 8 LOT 13 A LOT 14 3 LOT 15 A LOT 16 9 LOT 17 C LOT 18 4 LOT 19 C 10 LOT 20 D 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 0 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 L 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 „MIA/PHASE LEY 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 S/NGLI FAMILY HOME PERMITS; ON A LOT BY LOT BASIS GROUPED IN CONSTRUCTION PHASES. 5. THESE RECOMMENDATIONS ARE TO INCLUDE SPECIFICS FOR: A. TEMPORARY EXCAVATION .RECOMMENDATIONS BY PHASE TO ALLOW FOR THE IMPLEMENTATION OF HOUSE FOOTINGS, FOUNDATIONS AND SLABS. B. CONSTRUCTION AREA AND PHASE MITIGATION MEASURES FOR SOIL STABILITY AND EROSION CONTROL BEFORE AND DURING HOUSE CONSTRUCTION. C. GEOTECHNICAL REQUIREMENTS NEEDED TO ALLOW THE IMPLEMENTATION OF THE NEXT HOUSE CONSTRUCTION PHASE. D. CONSTRUCTION DESIGN PERIMETERS ON A LOT BY LOT BASIS. E FOR LOTS 21 THROUGH 34, THE UNSUITABLE FILL MATERIAL SHALL BE OVER EXCAVATED DURING CONSTRUCTION OF FOUNDATIONS, FOOTINGS, AND FLOOR SLABS. ADDITIONALLY, THERE WILL BE LIMITED EXCAVATION AND REMOVAL OF THE UNSUITABLE SOIL DURING DRIVEWAY CONSTRUCTION. F. FOR LOTS 35 1TIROUGH 40, THE SLOPE FOR THE "UPPER PORTION" (SOUTH END) OF EACH LOT WILL BE FLATTENED DURING LOT DEVELOPMENT TO ACHIEVE AN INCLINATI ON 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 TO INCLUDE, AS PART OF THEIR SINGLE FAMILY HOME PERMIT, THESE GEOIECHNICAL 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 Z DURING CONSTRUCTION, THE GEOTECHNICAL ENGINEER IS TO OBSERVE THE IMPLEMENTATION OF THE HOUSE DEVELOPMENT PLAN. FIELD REPORTS ARE TO BE SUBMITTED 10 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 70 A ADJACENT CONSTRUCTION PHASES ACCORDING 70 THE GEOTECHNICAL RECOMMENDATIONS 8. THE GEOTECHNICAL ENGINEER IS TO PROVIDE CERTIFICATION ON A LOT BY LOT BASIS THAT THE WORK HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH THE GEOTECHNICAL RECOMMENDATIONS 9. EACH OWNER IN ITS PURCHASE OF A LOT, HEREBY ACKNOWLEDGES THAT THE PLAT OF FOSTERVIEW ESTATES AS APPROVED BY THE CITY OF TUKWIILA, CONTAINS AREAS CONSISTING OF STEEP SLOPES. EACH OWNER HEREBY RELEASES THE CITY OF 7UKRNLA 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 STIED SLOPES WITHIN THE PLAT, PROVIDED, THAT 71115 RELEASE SHALL NOT APPLY TO CLAIMS ACTIONS CAUSES OF ACTION, COSTS ATTORNEYS' AND EXPERTS' FEES AND PROPERTY DAMAGE RESULTING, FROM THE SOLE OR CONTRIBUTORY NEGUGENCE OF THE CITY OF TUKW ILA, ITS OFFICERS, AMTS AND EMPLOYEES. CITY OF SEATTLE UTILITY EASEMENT P.M. 1230415-1-011 THIS EASEMENT GRANTS TO 7HE CITY OF SEATTLE (HEREAFTER REFERRED TO AS GRANTEE), ITS SUCCESSORS AND ASSIGNS THE RIGHT, PRIVILEGE AND AUTHORITY TO INSTALL, CONSTRUCT, ERECT, ALTER, IMPROVE REPAIR, EINERGZE OPERATE AND MAINTAIN ELECTRIC UNDERGROUND DISTRIBUTION FACILITIES TRANSFORMERS, DUCTS, VAULTS, MANHOLES CAB8NE75 CONTAINERS CONO711S, WIRES AND OTHER NECESSARY OR CONVENE?? APPURTENANCES 70 MAKE SAID UNDERGROUND AN INTEGRATED ELECTRIC SYSTEM. ALL SUCH ELECTRIC SYSTEM IS TO BE LOCATED ACROSS, OVER, UPON AND UNDER THE FOLLOWING DESCRIBED LANDS AND PREMISES SITUATED IN THE COUNTY OF KING STATE OF WASHINGTON, TO WIT; THOSE AREAS HEREIN WITHIN THE PLAT OF FOSTERWEW 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 711E DESCRIBED EASEMENT AREA FOR THE PURPOSE OFINSTALUNG CONSTRUCTING RECONSTRUCTING, REPAIRING, RENEWING, ALTERING, CHANGING PATROLLING ENERGIZING AND OPERATING SAID ELECTRIC SYSTEM, AND THE RIGHT AT ANY TIME 70 REMOVE ALL OR ANY PART OF SAID ELECRRIC SYSTEM FROM SAID LANDS ALSO THE RIGHT 7O 114E 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, INILIFI - EHE 7W7N 111E MAINTENANCE OR OPERATION OF 711E 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 WR /TIER APPROVAL FROM THE GRANTEE, ITS SUCCESSORS AND ASSIGNS; THAT NO DIGGING WILL BE DONE OR PERMITTED WITHIN THE EASEMENT AREA WHICH WILL IN ANY MANNER DISTURB THE 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 7O BE RESPONSIBLE, AS PROVIDED BY LAW, FOR ANY DAMAGE IN THE CONSTRUCTION, MAINTENANCE AND OPERATION OF SAID ELECTRIC SYSTEM ACROSS, OVER, UPON AND UNDER THE PROPERTY GRANTED IN THIS EASEMENT OR ADJACENT LAND THERETO. THE RIGHTS TITLE, PRIVILEGES AND AUTHORITY HEREBY GRANTED SHALL CONTINUE AND BE IN FORCE UNTIL SUCH TIME AS THE GRANTEE, ITS SUCCESSORS AND ASSIGNS SHALL PERMANENTLY REMOVE SAID POLES, WIRES AND APPURTENANCES FROM SAID LANDS OR SHALL OTHERWISE PERMANENTLY ABANDON SAID ELECTRIC SYSTEM, AT WHICH TIME ALL SUCH RIGHTS TITLE, PRIVILEGES AND AUTHORITY HEREBY GRANTED SHALL TERMINATE. OPEN SPACE EASEMENT LINE TABLE UNE I DIRECTION I DISTANCE 51.. N8999.541W... 40.25' a2 NO039'04 E 10.13' EL3 N895954'W 58.26` EL4 N73'417 7 102.70' as N7341'1716 2.62' EL6 11193634E 4.56' EL7 N8778'54 a 51.21' as NO997325 7244' E1.9 N5720'045 27.23' 510 N8323'465 29.05' ELII N132557'E 2255' 1112 N89361416 46.42' 513 N14'936E 35.05' EL14 N887 6 47.06' EL75 N58169916 5 12' 0.16 N1693'055 32.00' E1_17 N2120'455 25.84' ELIO N8Y40' 14.86 519 N72'41475 20.92' 020 N5202'4716 3209' EL21 N52'024rW 2592' 0722. 118975'5616 26.97 0.23 N89205616 24.39' EL24 N892056'W 16.55' 0.25 N60'4136E 5267' 0.26 NO0'0'OOE 9.61' EL27 5213 529 EL'O 531 5.12 Q33 EL34 N89205616 3340` S7539'74E 45.91' N6632395 2242' N193115416 38. 71' N3255'1216 3344' N8522 N515735E 18.82' N08'45 045 22.04' EL35 N4196'3516 2268' 0.36 N8232'46'61 21.13' 537 N6433'41'61 60.03' EL38 NO232'4616 19.88' 539 N3805'345 23.66' 540 N6453'4116 41.66' 247 N36'5345 16.76' 542 N7429'415 26.99' 543 NO39632'W 31.75' EL44 N34'59'52'6 25.95' EL45 NO879'495 15.18' EL46 N26354216 14.93' EL47 R92'44'34E 17.08' EL48 N380621E 21.05' EL49 N22 16.28' EL50 N87•8'28'W 2574' - EL51` N67'4828'W 10.83' 552 N8748'28'W 2:57' E1.53 NO137435 50.00 EL54 N35575rW 74.34' 555 5535715E 80.93' DZo .. 00 Sus OPEN SPACE EASEMENT CURVE TABLE CURVE I RADIUS I LENGTH I DELTA EC7 53.17' 57.93' 6229'43' EC2 47.00' 17.23' 2059'52' ES,, 33.27' 36.25' 622578' EC4 20.00' 49.81' 142'41'51' FOSTERVIEW ESTATES A REPLAT OF A PORTION OF TRACT 67, RIVERSIDE INTERURBAN TRACTS AND AND A PORTION OF TRACT 19, FOSTORIA GARDEN TRACTS IN GL. '2 AND GL. 3 AND THE SW 1/4 OF THE NE 1/4 OF SECTION 15, T 23 N., R. 4 E., W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON R M R.L. McDUFFY & ASSOCIATES, INC. 1 1 LAND USE CONSULTANTS ENGINEERS a SURVEYORS s PLANNERS s MANAGEMENT 3605 CIXBY AWENIIE EIERL7T, WA9f9VG10N 96101 (425) 258 - 4438 FAX (425) 258 -1616 CITY OF TUKW, SEP - 8 2000 PERMITCENTER DATE 2/7/00 DNG BY -K�LCL JOB NO. 96089 547 4 OF L PLC USES IN PLAN 1568A \ 2 ''''.. 1568B PLAN - AREA 1843A 7 X 1843B 6 B 2060 5 LOT 2 2108 1843A S (.2) 2246 2060 5 LOT 3 2119 2119 6 1 LOT # PHASE PLAN OH AREA LOT # PHASE PLAN poxca AREA LOT 1 1843E X 1 LOT 21 B 2119 1 LOT 2 1843A X LOT 22 2060 LOT 3 A 2119 LOT 23 1568A LOT 4 2246 LOT 24 1568B 6 LOT 5 2108 X 2 LOT 25 C 1843A LOT 6 2246 LOT 26 1843B LOT 7 2246 LOT 27 D 1843A 7 1 LOT 8 B 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 8 LOT 13 1 2246 3 LOT 33 A 2060 j LOT 14 2108 LOT 34 2119 LOT 15 A MOIYRD (I) LOT 35 C 1843B 9 LOT 16 MOD'FD (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 'LOME PLAN MATRIX & SCHEDULE PHASE A PHASE B N PHASE KEY / / / //// // / // "V \r, vv vv vv vim/ /vvvv 0 v Jiv /vvvv / /vvv 1v/ v/ v / / /vv/ i 1 /Yip / vvv /v/ PHASE C PHASE D (SEE SHEET C•1 FOR STREET ADDRESS OF EACH LOTS) CONDITION L CONSTRUCTION OF IND UAL HOMES, IN FOOTINGS, FOUNDATIO ETC MUSIVE IN ACCORDANCE THE APPRO DEVELOPMENT PLAN. 2 THE HOUSE DEVELOPM PLAN AREA& EACH AREA IS TO :. DEVEIAT CORRESPONDING CON RUCTIO 3. THE CONSTRUCTION AREAS S BE D PER THE GEOTECHNICAL R ' MMEND OF TERRA ASSOCIATES OR ANOTH GEOTEC ENGINEERING FIRM AS APPROVED BY ,T. CITY OF 4. TEHE GEOTECHNICAL RECOMMENDATIONS AS PART OF THE SIBMITTAL FOR EACH OF RESIDENCE PERMITS; ON A LOT BY IN CONSTRUCTION PHASE& ETOBE SING BASIS, S THESE RECOMMENDATIONS ARE TO INCLUDE SPECIFICS FOR A TEMPORARY EXCAVATION RECO AREA TO ALLOW FOR THE INST FOOTINGS, FOUNDATIONS AND FLOOR B. CONSTRUCTION AREA AND PHASE MITI FOR SOIL STABILITY AND EROSION CONTRO DURING HOME CONSTURCTION. C GEOTECHNICAL RE 1JJ1EMETTS NEEDED TO ALLOW TAHOE OFAT/JACEIT HONE DEVELOPMENT AREd D. CONSTRUCTION DESIGN PARAMETERS ON A LOT E FOR LOIS 21 THROUGH 34, THE UNSUITABLE SHALL BE OVER EXCAVATED DURING CON FOUNDATIONS, FOOTINGS, AND FLOOR SLABS THERE WILL BE MID EXCAVATION AND IE OPAL SOIL DURING DRIVEWAY CONSTRUCTION. F. FOR LOTS 35 THROUGH 40, THE SLOPE ON THE (SOUTH END) OF EACH LOT WILL BE FLA LOT DEvELOFMENT OT ACHIEVE AN INCLINATIO ACCEPTABLE ONION IS TO PROVIDE A YECHANICAILY STABILIZED RELUNING WALL THE (NORTH END) OF THE LOTS WILL HAVE THEIR S CORRECTED DURING LOT DEVELOPMENT. I THE APPLICANT IS TO INCLUDE, AS PART OF FAMILY RESIDENCE PERMIT, THESE G RECOMMENDATIONS AS WELL AS A LETTER FROM THE ENGINEER THAT CERTIFIES ON A LOT BY LOT BA5I, ORO THAT THE HOME, FOOTING AND FOU DN A ADDRESSES AND FULHL S THEIR GEOTECHNICAL RECO 7. DURING CONSTRUCTION, THE GEOTECHNICAL ENGIN THE IMPLEMENTATION OF THE HOUSE DEVELOPME REPORTS ARE TO BE SUBMITTED TO THE CITY OF TO ADDRES& A. TEMPORARY EXCAVATION OF CONSTRUCT! MITIGATION MEASURE& & VERIFICATION OF FOOTING, FOUNDATION, AND FLOOR SLAB INSTALLATION METHODS PLACEMENTS ACCORDING TO GEOTECHNICAL C. VERIFICATION OF MCI FILL AND PREPARATION TO CONSIR IN ADJACENT HOME DEVELOPMENT CONSTR ON AREAS ACCORDING TO GEOTECHNICAL RECOMMENDATI' NS & THE GEOTECHNICAL ENGINEER IS TO PROVIDE C'RTIFICA N ON A LOT BY LOT BASIS THAT THE WORK HAS BEEN ACCOMPLISH IN ACCORDANCE WITH THEIR GEOTECHNICAL RECOMMENDATTIN& TRACT "A" I >r bar - ITP (TRACTmr� OME DEVELOPMENT PLAN 2000 -30 80 = 40' CITY Of TUKW11 APPROVED FEU - 2 NO Is sot D 160 R Ep ano ru��niiA SEP - 8 2000 PERMIT CENTER Q Q _CCS TITLE JOB NO 9801321 P1.0 SHEET LOT # LOT 1 LOT 2 LOT 3 LOT 4 j LOT 5 LOT 6 I LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 PHASE LOT 14 j LOT 15 A LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 NOTE: 1. FOR EROSION CONTROL - EXISTING SILT FENCE (AS SHOWN ON C -2) TO REMAIN IN PLACE UNTIL PUBLIC WORKS APPROVES REMOVAL. 2108 PLAN 1843B 1843A A 2119 2246 2108 2246 2246 I 2108 B 2108 2246 X 2108 1568A 2108 2108 MOD'F.D (1) 2108 MOD'F.D (2) 2246 2060 2119 2060 AV TRACT "A" OME DEVELOPMENT PLAN DETAIL/ MOD'F.D PORCH AREA X X X 4 2 LOT # PHASE! PLAN I P OR RC CH D AREA LOT 22 LOT 2I LOT 23 LOT 24 LOT 25 LOT 26 LOT 27 LOT 28 LOT 29 LOT 30 LOT 31 LOT 32 I LOT 33 j LOT 34 LOT 35 LOT 36 LOT 37 2119 B 2060 1568A 1568B 1843A 1843B 1843A 1 1843B 1843B 1843A 2060 2119 2060 2119 1843B 1843A C 1843B 8 5- LOT 38 LOT 39 LOT 40 1843A 1843B 1 1843A 10 HOME PLAN MATRIX & SCHEDULE (SEE SHEET C -1 FOR STREET ADDRESS OF EACH LOTS) KEY PLAN RAY 80 = 40' CSTY Of TUINU pppROVED FEB 2 2021 RECEI\ EC CITY OF TUKWIL�I SEP - 8 2000 PERMIT CENTER 160 r P1.4 CO CD 0 0, p o 5 x s SLS TrTLE JOB NO.: 9801321 i 1.1,1STrl SOUTHGATE PARK a _ EX 1/77L77Y POLE EX ORLITY POLE 15" NA 771 YELZTA77OW BUFFER 1/77L11Y POL EX ROGYERY CONC WALL EX OUY POLE TRACT "A" - - GRADING AND STREET PLAN PER CIVIL FINAL GRADING PLAN SHEET CO3.1 20 40 60 80 SCALE I.40 LAN a- S 1377H STREET NEW 5" CONC. WALK FEB - 2 2001 - 1 AS NU EU NEW 5" ASPN- WALK SEE SHEET A5.0 FOR 5. STEP INFORMATION CATY OF TUMLA APPROVED RSA FECEIVED CITY DF'D <fd!I P SEP a 8 2000 PERMIT CENTER U Q) TITLE JOB NO.' 98013 SHEET P1.5 PEOESMINM®P!/B(TC 0E(T7YEA.YA/FNT 70 "PRIME ORA/N40EESN, 10 AWAIT LOT WITHIN R.O.W. CUT FILL 0 0 20 140 25 N/A N/A 35 596 40 N/A N/A 21 35 25 N/A N/A 36 580 40 1 N/A N/A 22 40 38 N/A N/A 3 480 40 N/A N/A 23 40 44 N/A N/A 38 446 40 N/A N/A 25 35 0 39 395 40 N/A N/A 25 266 38 35 0 40 ' 473 40 N/A N/A TRACT "A "� - TRACT EELE POLE 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, BA.CKFILL 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. 01 , 02 177 266 N/A N/A 03 35 37 0 4 04 60 114 N/A N/A 05 25 193 N/A N/A 06 25 204 N/A N/A 07 22 290 N/A N/A 08 40 227 N/A N/A 09 25 235 N/A N/A LOT, TOTAL j TOTAL ADJACENT TO LOT WITHIN R.O.W. 10 35 255 N/A N/A CUT FILL I CUT FILL 60 150 N/A N/A 26 449 40 45 0 T5' 771E 1£ A7X,W 1 2 87 30 N/A N/A ' 27 551 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 15 45 150 N/A N/A 30 381 40 N/A i N/A 16 i 45 85 N/A N/A 31 38 137 N/A N/A EX UT,YI 17 I 36 N/A N/A 32 35 81 0 83 PceE 18 76 36 N/A N/A 33 38 122 0 66 108 30 N/A N/A .. 34 35 37 3 7 24 282 \`\ SOUTHGATE PARK S'- I P£DES/R/AN ANO H/9LX' O7$T7Y£AS£NENT '0' PR/✓Al£ f0 "PPo✓Al£ j ORAWAGF ESYIT I � k GPEN SPACE EASEMENT \ I PEPESRWANkW ROHR' !/1dT7YEAYNENT GRADE COMPARISION *to 'a�ai EX ?GYR0(70547 IX CCP. WALLA EX car POLE AZlNAlFESlN I ,eEE. FINAL GRADES FOR PLAT APPROVAL VS. FINAL GRADES FOR LOT BUILDOUT i - 2 o o 1 � SCALE 1:40 STEPS A5D NEW 5' LAYC WALK NEW 5' ASPN WALK S. 13777/ STREET SEE SHEET A5.0 FOR SITE STEP INFORMATION 1491 CORRECTION R -RA E NOTE: P RACI: RAM Stoop —O I CA-nwt •r I XYEFJD $EW;93D ExtL'Rlt1R- tNA- - bta.E ?D sET13Aa- evireictioPY2. N D SET NEA- `f Ft {Y C 131- is +WPeox- r2o: i SITE PLAN • NOTES 1 THE SITE PUN SHOWS FOUNDATION AND FOOTING OUTUNES. THE FOIA1DATION DETAILS NOTED ON THE SEE PLAN SHALL TAKE PRESIDENCE OVER THOSE ON THE BASIC HOUSE PLAN OVERALL SITE TOPOGRAPHY IS SHOWN ON SHEET PtS. a ALL FOOTING DRAINS ARE PER DETAIL 9/P8D t STORM DRAIN - SEE CIVIL SHEET C-8. TIGHTLINE FOR HOME SHALL BE 4' NON- PERFORATED ADS N-12 PROVIDE 4% POSITIVE GRADWJT. TE TONTINE AND FOOTING DRAIN TOGETHER AT LOWEST POINT IN FOUNDATION. PROVIDE CLEANOUT AT JUNCTION THEN CONTINUE T)I ITLINE TO STORM DRAIN. 5. SANITARY SEWER - SEE CIVIL SHEET C-12 SANITARY SEWER SHALL BE 8' SDR 35 WITH A MINIMUM OF 2% POSITIVE GRADIANT. CLEAN OUTS SHALL BE PER CITY INFRASTRUCTURE STANDARD& ft WATER SUPPLY FROM METER TO HOUSE IS 3/4 TYPE K COOPPER WATER METER IS FOGTICHT ft 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 5/8' MINUS WASHED ROCK MAXIMUM WIDTH TO BE 20-0: MAXIMUM SLOPE ALLOWED IS 1516. LOTS 3, 4, RESIDENTIAL TRENCH DRAIN TIG TTUNDED TO STORM DRAIN ALL OTHER DRIVES TO HAVE 2% SIDE SLOPE GRAOIANT. 8. CONSTRUCTION SEQUENCING AND TEMPRARY EROSION CONTROL DURING FOUNDATION CONSTRUCTION SHALL BE PER SHEETS PIO , PL1, Pt2 , Pt3 AND PIA. a EROSION CONTROL AFTER BACKRLL OF FOUNDATION AND BEFORE IMPLEMENTATION OF LANDSCAPING PER LANDSCAPE REQUIREMENTS SHALL BE STRAW PER K& SURFACE WATER DESIGN MANUAL APPENDIX D. 10. CUT AND FILL CALCULATED FROM SHEET Pt& Thesc plans have been reviewed by the Public Works Department for conformance with current Coy standards. a Acceptance h subject to errors and vio4tions of e adopted at reeponsildlity designee ieblidenialliall ah'ft drive • $ with the 7 1 Me seePteeea and .1 leep2be • ' -dam dining for subeeleen Fund accepts= h subject to Add the Public s1e ° by By: 'I - , 10 __--20" _.40 r I O a TITLE JOB NO 98013 DETAIL PLAN SHEET P2.6 Lor 2S --- ir ■ HIGNESTIUDFiE 4- J 1 - 11E11 1 I L • or ki • 111111111 I 2 ' I us• -1•'" I I37th AVENUE f FIN. 0 E FOR MILD OUT - 71. SITE SECTIONS FOR LOT 27 Scale 1 10' El r ▪ occurViat+- oc• f If 1' 1, 2.1.L. -- i ©SITE SECTIONS FOR LOT 29 Scale l' 10' • oc 1— I my 1 . go 1 no. ..... ; I v..100. 1 4, + .t. , II I z .c_ .. t FINAL GRADE FOR LOT BU O ILD UT - z . I-.. , g i AEUE 1 F. -6 , ._3.71.11. VN . V5----T----___:' , 0 i : I &3 or 5, , 5', I IN 7 SIDEWALK REVISED ORIGIN. GRADES+ FINAL GRADE DOR PLAT APPROVAL 4 - .,„ NOTE ALL FOOTING DEPTHS WILL BE PER ITEM #7B OF APPROVED PLAT. NOTE ALL FOOTING DEPTHS WILL BE PER ITEM #7B OF APPROVED PLAT. -- — _____ ------- _-_----.-_- -I -- --, - -R- i. 1=14110HES7-Bn'Tatt- 111 I - _ -r a I : I : I 7 ,IP l '-- 1 MAIN/P1OOR ELY-6ff "1 4 FilliWi! I- i 1 ai - ---- --- I &• ---.. i I 7 --- -- — uE —s ertb-AvEN REVISED ORIG/NAL GRADE --- ------------------------------------ -- PINAL GRADE FOR PLAT APPROVAL I — II I- I- f D FINAL GRADE FOR LOT BUILD OUT _ OSITE SECTIONS FOR 28 T. I SITE SECTIONS FOR LOT 30 Scale 1' 10' FINAL GRADE FOR PLAT APPROVAL • room LOWESI EAVES Ai .BIGHINFRIDEEI T I 7...; per tte 170. NOTE ALL FOOTING DEPTHS WILL BE PER ITEM #7B OF APPROVED PLAT. CA-ii OF RitcVNILA B APPROVED - 2 2.i3M tu 8,y, Diva --'• 1 1-23. - - - - - - - - 2IP _ NOTE ALL FOOTING DEPTHS RECEIVED CI, 0E1,1,1,4 WILL BE PER ITEM #7B OF APPROVED PLAT. SEP — 8 201 PERMIT CENTER JOB NO • NTLE SHEET P6.8 • L HT5 I I (FOR 1920514--- TYP. DECK CROSS SECTION 3/4'=f-0' AalE NO DECKS CALL NOT OE USED FOR ALL CONDITIONS. INSTALL LDUER DECK OLY CAEBN GRADE REQUIRES. 2x6 RAILING 2.2 • 51rz' OC (CLR DIST. STUN NOT TO EXCEED 4' 5/4 x 4 TK CDR ECKG 2x8 PT DECK . AT K'0).. ATTACH LEDGER W 2 ROWS OF 17' LAG BOLTS AT 16' oc TIP. TJI FLOOR FRAf7 . N RUl BOARD FER PLAN 640 P.t BEAM ECG. TO POSTS ABOVE AND BELOW 2x FACIA BOARD (2' GREATER DEPTH THAN JOISTS) (U 3/4' LAG BOLT AT EACH END 6x6 014E BRACE, TTP 6x6 P.T. POST 0866 FNMA GRADE (4).4 BAR VERT.( STUB INTO FOOTING •4 BAR URAP• MN TOP AND BOIT. 361.36,10' CCNC PAD W (4) •4 BAR EACH WAY ON SOLID...TRATE FOOT). DEPTH PER GEOTEON B.N33' • 14 dir: ra TOP TOP OF J BAR F . SHED GRAD TOP 0 -TOP CF J BAR TOP QF TCP °' HOIE soaruST BE RACE PRIOR TO MI. / BACp$L CF U41LL TOP CF4 BAR ■ lb • !' A 1/2' (YFne FOOTING DRAIN DETAIL 3 /4 =f-O' NO FOOTIN G NOT SLIDE M THIS CONDITION, FOC HORIZONTALLY DETAIL OUNDATION DETAIL 08200.10 TJI /4' =1'-0" s FOOT. DOES NOT,SLI DE M THIS CONDITION, FOOTINGNP HORIZONTALLY. TOP OF SLAB FOOTING DOES NOf''$LIDE M NI5 CONDITION, FOOTING `SPAN HORIZONTALLY. `F TOP CF SLAB SPANS GRANULAR STRUCTURAL FILL SITE SPECIE: FORIDATION DETAIL FOR FOOTING FABRIC - IIRAFT 500x OR EQUAL TGHTLME WASHED 7/B' MATERIAL 2'40N ' M OVER FOOT. DRAIN 4" RIGID PERFORATED PIPE (4% MN SLOPE) 5 'AB. U/2 ST7FI RATE ATE OL:03N.3 BEET AS NOTED CH SCHEDULE EMBED_ 512 • 4� EXCEPT •4 vEt BAR• 16' OC,RAL HEIGHT OF NAIL (DM 3 BEET A-U 4 vH2TJ BAR •5 " (DIV_ 3BEET A-V 4 NOIRE BAR •T0'oc S (DIN 3 EET A-V DATP PR70FPi's (DIN I SHT AV T.1411.11€ lE 01'2. 140 BAR 3 oc (DIN. 3 SHEET A-LI t5) 4�3(iR CCNT (DIN 3gffF6U SOLID suesna* FOOT DRAM C ING TRICTION (DI,.2 SHEET AA) SBbxi' AB... 7(3/K' 812 EL STE FLA 4'-0' OL. (DN -3 A-LT EXCEPT l' MMIN EtBEJ- 4 BAR •TOP •4 vIERT BAR • Br CC B•, HEIGHT CF WALL (DIN 3 SHEET 0.4) 0.4) •4 vERT J BAR• 5' oc (DIN 3 SHEET A-I) 4 HORT_ BAR • oc (Div.3 SHEET A-0 A N DAMP PC D 7 SHNR AD era NOR. BAR 3'-0'•10' oc (DIY 3 SHEET A-1) (6) •4H4R COST (DM3 SHEET SOLID sussiRAtE SEE DETAIL 9A'SQ EDR FOOTMG DRDRAIN CONSTRUCTION (DI(DI, 2 SWEET A -U 5/8,x10' STEEL O.C. (DIV. AS 03300 -T2 FINISH GRADE -'•I NOTE 517& IIBT BE N 0� PLATE PRIOR TOE BAC.O.L CF WALL TC�CF TOP CF FTG FOUNDATION DETAIL 3/4' =f-0 FNSH GRADE ZOVe IR' CLEAR FOUNDATION DETAIL 3/4"4-0 FINISH GRADE 6/6,10 AB. W/ 2'0'X3/16' SGL STEEL PLATE WASHERS • 4'-17' OL. (DM 3 SHEET A -I) EXCEPT AS NOTED CN SWEARWALL SCHEDULE T MN EMBED. (L•4 BAR •TOP •4 vERT. BAR • Q' oc FULL HEIGHT CF WALL (DI`, 3 SHEET A -I) •4 VERY. J BAR• 6' oc m (Div.3 SHEET A -U DAMP PROOFING ( DIV. 7 SHT AN c 4 NOR. BAR •10' r-6' OVERLAP (MM) (DIN 3 SHEET A -V (5) 4 14401 CANT. (DN.3 SHEET A -U SEE DETAIL 94780 FOR FOOTMG DRAM CONSTRICTION (DIV.2 SHEET A-Il SOLID SUBSTRATE 4' CONC. SLAB OVER 4' ROCK OVER VAPOR BARRI. 3/4W-0" FOUNDATION DETAIL 5/8'0x60' 4B: W/ 2'0'X3/16' 5[2 • RATE ATE WASHERS • 4 -0' OL. (DIV. 3 SHEET .4-I) EXCEPT AS NOTED CN 4s L SCHEDULE 1' MN O'BED. (2) .4 BAR • TOP ▪ vERT. BAR • Q' oc, FULL LL HEIGHT OF WA (DN.3 SHEET A -U 5 vERT. J BAR GR60. 6' oc (DN.3 SHEET A -0 DRIP PROOFS.( DN.T 514T ANA 4 FIORE BAR •WY oc (M r - OVERLAP UU (DIN 3 SHEET A -U TIGHTLME 4 NOR. BAR 2'-0'• 16, (DIV 3 SWEET A-V - 5017 DETAIL 94780 FOR FOOTMG ORAN CONSTRICTION (DIV. SHEET A -I) ifg 4 BAR CONT. (ON6.3 SWEET A -U SOIJD iEST�RATE 4' CONC. SLr� OVER 4' ROCK OVER VAPOR GFI TILUIE BAR • TOP 03300 -06 TOP OF J BAR OP OF BAR FOUNDATION DETAIL 3 /4' =T-O 2)•4 BAR •TOP AB. SLt PLA • 4 A -U EXCEPT ON SFEARUA.L l' MN BRED_ SEE DETAIL 9 FOR ( 2 FOOTING DRAM i151CTION DIv -2 SHEET A -I) 3 /4' =T-O •4 VERY. BAR• S OC, RILL R. VEIGFNT CF WALL (DI, 3 51.1I£T A -U \ TCP OF J BAR S VERTJ BARGR 60s5'oc avc NOIESDCs115T BE 3 SHEET (Div.EET A -11 - - 3/4' =T-0 FOUNDATION DETAIL "3'4' gyp. r -15 . . FOUNDATION DETAIL sT- 5/8'0x10' AB. U/ 70'X3/16' SGL STEEL PLATE 0170 4- S •.4'- O0.C. (Div. 3 SHEET A -U EXCEPT 7 AS WT. CN SHEARUyl SCHEDULE l' MN EMBED_ (2) 4 BAR • TOP • vERT. BAR (9'-0' MN) •Q' oc(DIY 3 S iEET A 5 VERT, J BAR .60.6' (D1,3 SHEET A-U DAMP PROOFING (DIV. T SHT AU 4HORZ BAR • S oc 1'-6' OVERLAP (MM) (DIN 3 SHEET A-U •4 HORT_ BAR 3'-0'• U oc (DIN 3 SHEET A -I) SEE DETA4 FOR FOOTING DRAM COSTRUCTION (DIN. 2 SWEET A -I) (6) .4 BAR CONT. (DN.3 SF�T A -U SOLID 515510405 4' CONC. SLAB OVER 4' ROCK OVER VAPOR BARRIOR FOUNDATION DETAIL D3aoo- o��3 /4 =f-O' 5/8'0x10' AB. UI/ 2'X1 SR STEEL PLATE • OL. (DIV 3 5 A -0 EXCEPT AS NOTED OIRSNEARLIALL SCTEDME 'MN EMBED. •4 VERY. BAR•m' cc FULL 1EGHT SC WALL 1Div. STET A -U ;r 5 VERT. J BAR GR60 •. 5' oc (DIN. 3 SHEET A -I) 4 FFORL BAR a 8' x (DN.3 SHEET A -U ' ;DAMP 47 44740 4 HERZ V-0. BAR • oc (DIV. 3 -$1EET A-V (1)•4 BAR COAT. (DIV 3 SHEET A -U SOLID SUBSTRATE 4 CONC. SLAB OVER 4' 07c4 •. OVER vAFOR BARRI7R SSHED FMISHED GRAD FOUNDATION DETAIL 3/4'=1' -O' i FOOTING DOES =NOi SLIDE M THIS CONDITION. Foomp SPANS HORIZONTALLY. TOP SLAB TOP CF J BAR TOP GRADE NOTE: FOOTING DOESNOT SLIDE N THIS 1717 FDOTNG SPAS FIORZONTA LY. 1/2 40.1/1/25:250/16 SR STEEL RATE WASHERS • 4'-0' OC. (DIN. 3 SHEET A-0 EXCEPT A5 NOTED ON SHEAREALL SC4EDULE l' MN WEED- (2).4 BAR • TOP •4 HORIZ BAR 10' OL. r- 6'17001432 04715-447 (17147305141774-)) •4 vERT. J BAR I6' Oa ALTERNATE BENDS (DIY 3 SHEET A -1) TIGHTLME DAMPFROLFMG (DIV 1 SHEET A -I) SEE DETAIL 9/478.0 FOR FOOTMG DRAM CONSTRICTION (DIV 2 SHEET A-I) - SOLID 5...TRATE - 3).4 BAR CONT. (DM 3 5FEET 4 -1) vEHICIILAR SUR:HAIY£ 112 ' R Irz•4140' `• W/ 270713/16' SD. STEEL PLATE WASHY = • 4 0.c. (0IV.3 SHEET A -U 45 001ED Od BHEARU4LL SCHEDULE N EMBED. (2) .4 BART. 4 140RIZ BAR KV OL, 1'-6' CORNER OVERLAP (DIV. 3 SHEET A-) •4 vERT. J BAR VG' OL, ALTERNATE BENDS (DIV. 3 SHEET A -I) TIGHTLME DA-'IPPRCOFMG (DIM SHEET 4 -0 03300 -DT - SEE DETAIL 9/4780 FOR 1007MG DRAM CONSTRICTION (DIV- 2 SHEET A-0 SOLID SUBSTRATE (3) 4 BAR CONT. (DIV 3 SHEET A -I1 5/84x10' AB- W/ STEEL PLATE OD (DIV. 3 A5 NOTED.- ) 4 BAR •TOP •4 vERT. BAR • G' CC, RAIL HEIGHT OF WALL (DIV. 3 SHEET A -I) • VERT. J BAR• 8' oc (Div.3 SHEET A -U •4 HORZ BAR • 10' cc (DN.3 SHEET A -I) DNMPPROOFING ( DIV l SHT AU WINE 3).4 CCNT. (2) AT T (Div. 3 A6' S12 • 4' -0' A -U EXCEPT SRE RIVALL MN EMBED SOLID SUBSTRATE SEE DETAIL 9/478.0 FOR -, FOOTING DRAM CONSTR C (Div. 2 SHEET A -I) 5/8'6x10' AB. W/ 270'X3/16' SA. STEEL PLATE WASHERS • 4 -0' OL. (DIV. 3 SHEET A-U EXCEPT AS NOTED CySHEARWILL SCHEDULE,)' 1104140115017. (2) ,‘BAR • TOP 4 VERY. BAR • Q' OC, BILL HEIGHT OF WALL (DIV. 3 SHEET A -I) •4 VERY. J BAR• 6' oc (Div. 3 SHEET A -I) 4 .14082. BAR. • 10' oc (DN. 3 SHEET A -U 03300-02 l 03300-03 ,. DAMP PRCCFMG ( Div l 514T Al) TIGHTLME BAR 3 • 10' oc SHEET A -I/ (1 4 BAR (3) AT TOE (DIV.3 SHEET A- SOLID SUBSTRATE SE IL 3/476.0 FOR ., SHEET CONSTRIGTI A -U PERMIT CENTER - L LUil i. 0i',t 140 \'' SEP - 8 2000 L() CO CO rs- CO a U_ C.) * (i) : o cb SHEET F TITLE JOB NO.: P8.0 98013 1P9Jil I SHEET /11111•11l JOB NO. : .013 Kapp ler Architects, P.S. '14311 SE 16th ST, Bellevue, Washington 98007 (425) 641-5320 641-5320 * Fax (425) 641-5318 DUJARDIN Date By ................ Description .. - 7 , Alic,Ortif, , SlATE Of WAS ON -- . INI FOSTERVIEW ESTATES THIS DRAWING IS © COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT ■111111■11/■■■ M L. ■jo z i■■ ki:\:\AL\STERE.v/REF\PROTO 09 29 199 i11107 StieU LL Workiallort PauiM 4 4t4tallIala 14.4 I I Ili 44 41 1111 I WittaitiONAhia, 1'4 3/4' 81EP PER GRADE C4 Ei H 111111111111 11111111111111 NouvAaia 4,1,40 .1 ,l5.11.430 CB .TVA 7 KEYSTCWE WALL 4 RIDGED PERFORA7E0 et, 40'AL125'AAm u1x/mEarT 10"AMINIE .SEVER (YT 5' WALK/ U7/UTYEASEMENT PLDES12W AND Rex U7L/IYE.45EM NT 1d PRNA)E ORAPIAGEEMT 4 "R/ E PE77, 0 P /PE SEE WALL DETA /LS z0' PUBLTC UDUTY/ PEDES1R/AN EASEMENT 12 - SO .310 PEOESIR/AN AAV REX UIU)Y EASBASY7 5' UTILITY EASEMENT DRAIN OUTLET AT BASE OF IN DA)7 W /N SPACL SP IBRRIVAIEORAWACE AMI SEVER ESYT RE INTO CATCH BASIN N 16637 EX 15 - LIMP WATER COURSE 42 LIE' ARCH CB 37 a 12' 9, DRAIN OUTET AT BASE OF NALL RE .W4LL 5 BO'S 10 ORANGE ES7MT PEOES1RAN AAO Raffle 1/71117YEU/MI T 10'p r41E QRMINCEESiN 20' PUBLIC URL /TY/ PEDES7R /AN EASEMENT 10" WALK /CURS U)1LITY EASEMENT CS 3 G8 2 33 CS 1 NOTE AS - BU /L T INFORMATION IS AS OF 9/30/99° MANHOLE LIDS AND DRAINAGE ACCESS LIDS IN PAVEMENT ARlr $V ATP. RIM ELL MAY CHANGE AFTER FINAL LA!'FR OF ASPHALT PAVEMENT HAS BEEN APPLIED. EX AMAZE.Y EX. COY PLY£ EX CONC WALL TRACT "A" EDGE OF EX ASPHALT (ABANDONED) R COSINE DITCH NOTE: THE FOLLOWING CBS ARE ACCESS OR JUNCTION STRUC71/RES, NOT INLETS; AND HAVE SOLID COVERS 5, 18, 18A, 188 244 29, 294 30, 40, 404 42 46. MID? COURSE WET VAULT AT 0 144.52 138.77 f2NE ),,73877 (12 21(TYP //) 11S 74 129.75 12 SW 129.74(12Z) 13124 (8 f 1 W 22 121.73 11961 (12 11955 (12 1 222.36 2 218.48 3 21200 4 20475 5 186.13 6 189.69 7 174.77 8 174.43 9 174.63 10 188.96 11 180.10 12 17950 13 188.38 14 18520 15 17785 16 176.81 17 174.55 18 174.97 CATCH BASIN DATA ( 10 FACE OFCU� ) SEE RIM ELEY /A4F5T E7FY 184 17545 18S 176.95 162.14 26 1 5 0.3 N> 138.59 125), 14324 (1.275-A 13144 (36NiY) 13172 (36 13177 (36 SE) 141.61 (OVERFLOW ELEV) 13461 (12NW), 15031 (8 NE OUT), 131_96 (36 SE) (N ACCESS) (M /DOLE ACCESS) (S ACCESS) 136 2 12 Siff, 13672 (12NE) 72-4% !UMW" (MATCH Ex 9V►EJ113) EDGE OF EX ASPHALT 21953 (8N) 21548 (8'N,S) 21057 (8'S), 21052 (8N) 20010 (87.5,2 200.05 (8N) 15122 (8'82 18113 (12 151.02 (12 NE) 18609 (12 E) 17173 (12 SW), 17166 (125'E) 17140 (8 17172 (8 SE) 18354 (12 E) 17579 (12 17569 (12 17541 (12 17533 (12 NWSW) 18442 (12 NW) 17684 (12 SE,NE) 174.11 (1251W) 17409 (12 17555 (121W), 17336 (125E) 17050 (8 SE) 170.04 OVERFLOW ELM, 170_00 (851w 167.89(8 SE), 160.57(36NW,SW,SE)T6067(B 166.45 (8 - SW) 16595 (12 16065 (36NWSE,NE), 16054(87VE OUT) 17324 (12 SW), 16055 (.15-5E) 74 (72'NiY)' \ N PP W/ LUMINA /RE EX ROCKERY CONC WALK PP W/ BASKETBALL HOOP CO/VC WA PLANTER BOX EX R CCKERY GRAVEL DR/15 ORA 2'50 N ASPH. CONC DR /VE GRAVEL O. ,TA ID OR/ CB RE 9332 /E 5974 05;1 /E BB 94 (24 ) 5,00 CRAVE, OR/V£ EX CONC WALL I \�! EX GUY POLE 4 5 /00 /0 PERFORATED PIPE c6. RE 16791 /E 16503(12 ".)� 16453172 N709 1. PLUGGED TO EAST CAS SOUTHGATE PARK EDGE OF EX. ASPHALT B /OF /L 7/64 NON SHALE SEED M/X RAMP 9YT RED EESCIE X Neigh?' X ParIlY .T OE NINA7) Y ielSW RHINE .S AD RS 92 85 IEADDMR7XTAL ALEGPOCIAPUS HPAIEMSS .R1 by 80 APPLY' 7185 M " 'MmlES Or NAM &NHS SLCH AS BULL MASH OMFYIS 401114 YALLY.4^ OP AdOW RRAT,j CR DIND 5P8E ROSH (EZEOCHARS PAWSHISTJ ROUSH &MY' (CAR Y. p3W.Pr 4 OP O71I9PS.AS RlQ'�' BY 7EF G7Y 8/VASRE PLANTS MN AS CA7TAC 07AYA LA?RW42 REED CANARY MISS OWAldt&S AWAYgWAGE42 AAD 1 LRPLELOMEWRF£ (L t /Wall SALICA9.(J SHALL /MDT BE USED L51057 ANY aRLL' 96TANCES EDGE OF EX. ASPHALT SPEC /F/CAT/ONS NOTE. EX. GAS LOCATED ON WEST EDGE OF PAYE- , M ENT I LOGE OF EX ASPHALT L J ALL WORK 384. BE /N CONFORMANCE /11171 115 DOT (APWA) STANDARD PLANS AND SPEOF7CARONS FOR ROAD, BR/DG£ AND MUN/C5AL LYhYS7RUCRON AND CITY OF 7UKIf7LA STOW DRAINAGE STANDARDS CATCH BASINS SHALL BE TYPE 1 L/AKESS OTHERMZSE NOTED. TYPE // CATCH BASINS SHALL BE 54 -INCH OGL ALL TYPE R CATCH BASINS SHALL NAVE GANDERS AND SAFETY SIEP5 DRAINAGE PIPE SHALL BE PLY I£7701FNC SMOOTH IVILL IN7ER/OR (N -/2 BY AOS OR EQUAL) UNLESS 07754X7SE NOTED. PVC PIPE SHALL BE ASIM D-3034, SDR 35 GIP SHALL B£ ALUMO✓UM, 15 GAUGE UNLESS O7HERN7SE NOTED. CATCH BASIN INLETS SHALL 55 VANED ORATES 117H THRU- -CURB FRAME FOR VERRCAL CURBS (SEE /ONO LOUNTYDOG NO. 2 -017 SHT C -16) OR RLNL/D CURB FRAME AND CRATE (SEE KING COUNTY DING NO. 2 -020 SHT C -1S), AS APPROPRA7E CURB FRAME ANC GRATE (SEE X790 COUNTY OW NO 2 -020 SHT 0 -18), AS APPROPRIATE MATCH LINE EDGE OF EX ASPHALT (ABANDONED) 0 521511 I � 1 I I 125,100 J I LLI! e Z 1241)0 I j I CD 1234 -D0 C8 CB 44 NORTH GRAPHIC SCALE 0 20 40 80 C _ 40' 1 .94 149.22 14461 14006 142.63 144.07 138.9 31 ' // REMOVE 3/A 154.90 15280 (12 NE) 3/8 15355 151.80 (12 E //) 156.00 1500(12 30,, 148.5 (72 EXISTING) 32 15162 14749 (122;$9 53 14869 14574 (12 145.64 (12E) 34 15033 74551 02 EW) 35 >4345 C4¢35 RIM 36 17653 173.74 (12 37 16658 (12N), 166.31 (125v) 166.26 (12-0 37A 17121 16810 (12 38 159.97 15737 ( /25/) ■ 15727 (12 E) 39 152.69 149.39 (12 SW), 149.14 (12 NW) 40 15267 150.43 (OVERFLOWN ELEV), 1 4093 (8 OUT), 14082 (36 SE, 51N) 4OA 15310 14860 (12 8-NE), 14145 (36 SW), 141.35 (36 NW) 148.68 (8511) 139.85 (72Z2 139.77 (8 13815 0 13607 (15N) .10116 (12 SW), 10300 (15 SE) 10291 (15 217.85 (W) 166.12 (875W) 12817 (15 12608 ( \ ' \ HET 43(TYP /1) 106.26 \ ND 1 \ 44 220.64 45 169.71 [�% I 46 13006 145,E 1\ E141..%(123,) �\ E741.37 (121Y) l 8L 0100 WATER COURSE S o 137TH STREET 8510 PLANNED RESIDENTIAL DEVELOPMENT RAY RECE , •Eo FOSTERVIEW ESTATES cTMCF? 2 SEP - g 2040 DUJARDIN „DEVELOPMENT COMPANY EVERE PHONE: 336 -5016 PERMIT CENTEF R SEATHE PHONE 743 -6140 \ N N. SOUTHGATE PARK A2 ti KEYSTOVE /PALL F EX SAN MH/9 -30 RE 1877 /E 187.6 ALL RIAMXIES SHALL HAW LALGISYS AND .SAFETY STEPS SE7!£R PPE ,9 ALL BE Pty ASWA/ D -3014 MR J. EDGE OF EX .43PHALT SPEC /RCAAONS ALL KW SMALL Er AV COAFOEI/AACE AVD? MS DIRT (AM IN STANDARD PLANS AND SPEOFJCARIANS FQ? ROAL4 INM1704 AND ARAI PAL LL SS11M/CTiO4 QTY OF 7111YA11A PLEL/C ARKS MIER LlO15' UCT/QN AM BEIEZOPA 9VT STANDARDS MD VC KC SEATER DG7RLCT STMDARD SoEDFICARONS A/M4YLlE3' SHALL BE 48-ANA'/ D7AAff7E7g TYPE 1 MITT/ ELXZVfiYC COMM PIE MAA7444V hE/QYT OF 71/f RISER A60if R CASE SHALL BE 24 /NOES; /RCL14%% FPS Ai ' come BASE SEC1X N 9YALL LWNTA/N A H '@ FA8/WCAIED CO CRPE7E CHANNEZ W/17� ? LYA55 SLPAX ED Plasm' LOOP BY CU LATER 178 OR EQUAL. ALL MAAMILE3' . ALL Elf ©Y41AELEO 7D 1NE QN711N OF PIE SEMERS THE /NIfRT a - P#" LY/iLET SE/IE1P SW/1 E A A 9/ OF at FEET BEZO# THE /MCOIRNO ANIfRRT ELEVATIONS NOTE. AS-BUT INFORMMAAON IS AS OF 9/30/99° MANHOLE LIDS IN PA!/EMENT ARE IN ATP. RIM ELEVATIONS MAY CHANGE AFTER FINAL LAYER OF ASPHAL T'PAPEMENT HAS BEEN APPLIED. EX SAN MH /9 -31 RE 20,94 /E2022 (8"N, S &W) EX SAN MN /9 -32 RE 2377 /E 230.1 EX SAN 49 1/10-12 RE 10646 /E 100.90 (8 ° /N S) EX ROCKERY /E 100.24 (8° OUT N) EX CONG (PALL NO1E SDE 51/75 C-15 & C -16 FOR PROFILES NORTH GRAPHIC SCALE 20 40 80 1 ° = 40' 106E OF EX. ASPHALT (ABANDONED) PIPE DA TA MN NO IQ /MH NO. SLOPE 1 2 9.55% 2 EX 12.71% 3 4 6.51% 4 5 1.94X 5 6 173% 6 7 267% 7 11 10.30% 8 79 1035% 19 9 8.84% 9 70 5.35% 10 11 1198% 11 12 1495% 12 13 866% 13 74 5.29% 14 15 724% 15 18 15.20% 16 17 5.45X 17 15 224% 18 EX 1446% 20 19 7513% CO (LOT 32) 20 1229' AN ALLEGRE 1 R/19 EX SAN MH/10 -33 MANHOLE DATA EX SAN MH /10-31 L — — 73771- STRE - -=- C2 - RE 134.1 1 1461 (B° /N) /E 1338 (8" OUT) EX SAN 4111 /10-32 RE 149.86 14211 (8" #) /E 141.45 (8 S) /E 74135. (8" E) L776E OF EX ASPHALT EXPIRES 3 -15 -00 REC -14'� PLANNED RESIDENTIAL DEVELOPMENT cl Yp.N/ SEP _ 12 FOSTERVIEW ESTATES RE0.i@ &d0DC R DUJARDIN :: DEVELOPMENT COMPANY EVEREIT PHONE 334 -5018 SEATRE PHONE. 743-8140 4111 NO. RIM ELEE /NVERT ELEV 171.69 2 165.99 15977 15935 3 1 9 78147 4 8330 173.04 17287 5 779.09 777.29 17119' 6 17758 16963 16953 7 174.79 16696 76672 8 189.93 181.20 9 17870 17042 17013 70 77227 16172 763.42 11 76867 759.22 (FROM OH 7) 15922 (FROM MH 10) 15872 (OUT) 12 15793 14790 14745 13 15345 14295 14265 14 14468 13548 13518 15 136.60 131.90 (FROM OH 14) 737.77 (FROM MM 77) 73147 (OUT) 76 15338 14673 77 7 0 13547 13532 78 12090 777.50 17095 19 18609 175.63 (FROM MN 20) 775.54 (FROM MH 8) 175.74 (OUT) 20 A` 797.58 R/W it bl s z 0 O Z Q < (f) J W ' w� a. ,- H w Q X Ei o W U W °a W � V I Z_ W W J 5 e W I (r) 0 Q LL IffPYSzazwl 1 - 2'dONQ°T ASSfi& Nv/T15LSTAI 7 d NENLVV MAY 0 25' NW 717 BANTAM -IEWT OF ERN/C TYATER COURSE &GYPACH TRACT *B' Riff WIC M07E• DEFLECT 1147ERNAN 14AX Cr 25P, .vDVT AS NEEDED TO LOCATE ANDS IUBV AS AV/CAW aV PLANS 1 - BOB (Iff xiV) CAME BOONE � 1 - A V A N C O N RAI F A S S f NY IV Af15NTA1 12 CONCRETE DR /VE 1 - 8; 22 SiugD x BLfl LE 07tA6 5' WAGY/U7X1)YE4SEi*QVT !LATER COURSE — S. T3771/ STR \\ f - 8'. ,t5' 70 (&x6V) 1 - 8'x 6 ° RlZNC& (M/ X P'') B COVET 6'w / /EN'6'M' EAD OF NIB? LA COMPLE110276 1. APASVNSI4TE• LLCA770NW LP'EA7STBVC UAL/T/ES HAN BEEN a4TAAAEf7 Mal/ AVABLABLEO) ALL BEM:469141i74NTS S VALL KECarl2 ' AAD ARE. vmNV RN CAVIf7WEAK.E ThW CAN1RAC7LW S 4 L EC 1ES EFaP ' ArM7 -0Eh1D TD ME M4)ER 1473F/CANON a LOG4DLW SIAONN ASV FOR alC WRY a PaS.549LE ADLi'TKWAL U71/17E7 MOT A S7R/CT YARD BY PC CONTRACTOR SHORN SO AS 70 AtLYO DAMAGE aP Ad7L409ANCE 11W CON7RAC7IN SHALL CONTACT DC URURES LADMVPOLAD LOCA7KW LEN7ER (1- 800 - 424 -5555) HP.g4 77 CaVS7RY+C77051 PC O1140P aP MS RL'PRE57 7ITAfLE SHALL BE CONTACTED 8' A 1/78/7Y CDNAZG'T EDS'TS STANDARD NOTES 2 COMPACTOR SHALL NO7TFY 176772/CT EVER A ABNNUN OF 48 HOURS AV ADVAN - a ACC RE4L'ES7S FCW STAYBAG 1ESRMG OR AYSPECIION .I CONTRACTOR IS ICEVAISIOLE FOR LAa'1RLK AT DBC OF STAA7IW 4i C N1TUC7OP SHALL /L6 SW' SWF DRA/NNCS FOR APPROVAL MERE REWIRED BY 77/E DETAIL SPE0Y7CA1) %W AND FG84 VAN 41 ' MON THE E VGNEEF3' ARIL 5 CaV1RAC?VW SHALL INSTALL EOM/WENT /N ACCOWANLE M77/ MANUFAC114ERS' REEVANEWIAllan 1119,4725 SPEAFKADONS AID CY1Y 7UKNLA STANDARDS 5 C N7RACTOP SHALL FLdflN/SJH ALL NA)E WA S 7. ALL 017E7AVAW APE SHALL BE DLIClIE PAY !LASS 5$ PUSH -ON . C'iWT a AEQYANIAL .. /N7 CENEVT -LAYER MASI A21.4) EX7ERKW CAa47E17 NTH caa TAR 141RM1fSX BASTALLA1KW 70 BE AV ACCORDANCE ND/ NANUFACTURE7 R^S RECCWVEIVADONS ALL /TTINSS SX/ALL BE CAST IRON AAD SIZALL LiaW V 70 APR/G.18LE PORIKWS Lim AMS7 STAADARD A21.14 AN.. 1f. B152 8154 AAD A21.5.E N71/ A NAY/NUN PRESSURE RA7TNG OF 150 P9 AAV NEL BE CENEVT- L/AED. 8 ALL CAC VAL ff5' 70 BE NCEZL.ET: ALL HYDRANTS 70 BE AA/ELLER 9. CUT- -AKS AAD VIE TAPS TO BE NAVE BY C;W7RACTOP. N7 /125 9 7EVDEA7. INGNEER AAD an- Ci' MMUS 1MSPEC7UP MST BE Ab77F,ED 48 MIPS IN ADVANCE fa CAST /RON Ae£LHAI4CAL ..awr META' ctzpavas REOUPED 11. TAPPNO SrLENS SHALL BE AILARLER CAST INN .. V EPDXY 00A1ED S7EZ2, aR RaMAC SST 84771 STANLE3S SCEZ:Z FLANGE 12 CON RACTOR IS RESPONSIBLE FOR If7P/F71NG AU EYISTINC PPE nistrs AND SEES FOP COQ LONNEC1KNS CY.IT-N5 AND VIE TAPS 1..1 3 1/2 FOOT U/ANVUN CA77fX OIfR ALL WA7ER.NA/N PIPES 14 DEN2a9 ? TO PAY FOR STATE, CWN7Y AND CITY AVSJ°EC770N PEES 15 ALL AHEFER LOCATIONS %W 10 BE Ca2RDINA7E77 «11/ 1841E7? DISTRICT 025 supsarnavaa 15 AU EXTSRM1 /7RE HYDRANTS AND MANS 10 BE OPERA DONAL MAORI CONACIVENEVT L CMS777I/C770A1 17. A40 CHANGES ARE 70 BE NALY M7hWT NA'/77EN APPRIOVAL BY 11F TAD /125 SI/PEA'JW7EM7- ENT OR DSTRI'T ENGINEE7P AND TAW C'1Y OF TUKNEA PUBLIC MaPAS EAASNAEER 18 REFER 70 ND 025 CONO/NNS AND STAADA4D$ AND 70 71/E L'1Y CF MAMA STAADA@0 SEELYF7CADOVS FOP ALL BEVAAY /NG NOTES AAD DETAILS 1.9 PROWL 3/4' SEMCE LINE AAD TAP CLNWEC7/ONS FOR EACH E17S77AV W.47E? ABE7E7P. 20. MAXIMUM ALLOWABLE OPEN TRDVCH SHALL BE 80 FEFT. 21. SRXX ALES SHALL BE COPEfEl7 amnia ALL PERA20S OF PRELYP /TA7IO 22 AONF/ED PROCIWP Cal/PACT/ON AND 4/0571 PE OaN7ROL 7EST REG24 ED AAD OGRES a< )EST REPO47S SI. W17ED 70 ENE AWN /CT EVOINEE2 ALL C0L4PAC7?ON LOW E? PAVED AAD 1RA'FAC AREAS SFULL BE 952 UABUILI DEN91Y 1100/FLED PROC7AP PER AWN D-155Z AU D77/ESP AREAS 7D BE 90T UA.NNUV L7EN97Y NODFED PROM& 25 ALL JG4L If'Sy FIRE HYDRANTS AMO .519ilfaa 70 7f1E NE7ER S7PP 70 BE INCLUDED AS PART OF ALL PRESSURE AND PUR/1Y 7E375 NO EXCEP770i 24 7RA/F7C CY.W7RIx SHALL BE AV ACCORDANCE NM L7TY OF 77/NINA REOLOVEiAS '1S 25 ALL PIPE AND APPUR1ENAAtES 777 BE TESTED 7b M77WN 10 FEET a' ANY CONAEC170W PO/N7$ UNLESS orm DE APPROIfD BY ENNNEER 26 L'f NCRE7E MUST BLO VNG SHALL BE FRONDED AT ALL AS lEE$ VAL LfS aP D1NER APPURWE7VANCEB WERE INFERNAL FORCES RE4I/APE RESTRAINT &OQONG .SHALL BE IN ACCORDANCE Mm' IMO 0.25 STANDARDS 27. THE TESRNG AND DI9NFFC77aV OF 7NE WAFER S)5'7E41 SHALL BE MBNE'SSFD BY N7 /125 1 - B' x 4 QaYfECTEx 4' N' 7D /EW 8' W - 4; 45' NWT GALS REZCCA7 EX 4' VAL if COAC%7F '.. - EX ASPHAL w (O f - 8" x 6' )ET (N✓ X FL) S 1 - 6' LATE VAL LE RBAOW EX NM A D A 'TALL NEW MD AgNAD MLA' (157 /NV CONCPEIE OLO KNO CONCRETE DR /VE _ CONCRETE HALL CONCRETE {YALE CONCRETE STEPS RENNEDL BEN f- fC.fFNEJJ(fZx1A0 1 - NNW TASIILEY (kW RLM) &AVEC NOMAD NORTH GRAPH /C SCALE 0 20 40 > ° = 40' 80 EDGE OF EX ASPHALT (ABANDONED) \ • \\ EX GV ,I - LX f / fi `t_ _ _a 4 If' r k I / L171pPflEBiGi7171G� �) 3 - Bx6'E: - 6' CAENIE(fCxN.# f - F8WAVTASSfBli:Y(24 iffy MUM BLOWN EX HYD t D2000 wit -: EDGE OF EX ASPHALT EXPIRES 3 -15 -00 PLANNED RESIDENTIAL DEVELOPMENT :o FOSTERVIEW ESTATES sEP DUJARDIN DEVELOPMENT COMPANY 820 EYFiiETi PHONE 334 -5018 PERMIT CENTER AN ALLEGRE ENTERPRISE SEAT. PHONE 743 -6110 96152.00 0C Side Elevation Rear Elevation Side Elevation DUJARDIN PLAN #1843B FOSTERVIEW ESTATES Garage 18Yx2510" 10E11 Storage Office 11'0"x9'9" ® cormahr utomutwo WORK r _KARRLERARROGIAIERKEICHIEMB Lower Floor Plan 32'-O" Main Floor Plan Family 15'4?x12'4' - ---- 1 -, , --'---,-.-\- , ' 1 , , ''.7 ' / {, -"\--J - ‘p---- ,, 4 1 1 1 i - 1 ,, - 11 ,,,,, i ------- ,., - -- - ----____AH ,-- '7:,..;■ ..'''' 4"t 1P 4, t, N ------ P t .. r' \ MAIN FLOOR UPPER FLOOR BASEMENT SQUARE FOOTAGE 835 SF 866 SF 162 SF TOTAL 1863 SF GARAGE 637 SF DECK / PATIO 117 SF SOU.. FOOTAC. 15 MEASURED TO it. OUTSIDE FACE O WALLS. STAIRS ARE COUNTED ONCE IN CALCULATIONS_ ON TO BELOW SPACES AND GARAC.S NOT INCLUDED IN CALCULATIONS. DRAWING INDEX Al. CODE NOTES All FOUNDATION & LOWER FLOOR PLAN All MAIN FLOOR FRAMING A3. MAIN FLOOR PLAN A4. UPPER FLOOR FRAMING AS UPPER FLOOR PLAN A6. UPPER ROOF FRAMING Al. ELEVATIONS & BUILDING SECTIONS Dl. STANDARD DETAILS D2. STANDARD DETAILS Sl. LATERAL DETAILS S2. LATERAL DETAILS S3. LATERAL WALL SCHEDULE ■ MIMI Trill 111 lUilhll f EB - 2 2'3Tt 1 II.. f-5 Ii.)Yeli Upper Floor Plan cn-rnai, StP - 8 200ff PERMIT CENTER z co Co cri Co b 00 TIT JOB NO. : IS.24 BASE PLN 8200-072 SHEET 9908324 COVER SHEET ist 1 &gEE i A 5522 A la' a' s , gg A neiirliiir 'JO ; ;;!! !1 i 1 ii;3 : 1 p i; .. 411 a siC �� 3a11 a S E �i it A4 � =�'er�a a � 14g401 1 I Y 4336 ° ighl 2 ; ° 1 ! 6 111 R P: i,i ill i t_ lin 1 ri F E D AND a � 1 S li g• a gad! QE F a s i" I! g 1 A 2 a 4 L i I r 1 W N IP � r. oniii! a� p rm�� FW mmvnwa iii! �i � � � � � it ! 1 iill 11" fp rer ill i =14 MINI 1 1111'4 ai I i gIji 1 1 a .3$ 1 003 II . a* c' git i � 3 P E 41 Q S p` y 0 26f 1 s w 1 A 1E I i i g fkl W§ FE a g 41 f 11 il sa ax4. ft Ea E! g KW i ili[i Mg l .. E ➢ ;t; s hil i F 111 1 � n fT1 :1 ? W ro i'J CG P F a! F ai• a a F ,,, vi arri lig ;11 i IP 0 1- 'LI li qt110-..! / i 11:1 4 i ll lq IV H1 I 03 it ° , =A t li A !Ill 1 F1g_a a l ,3.5 ;tat 8 q di I 1 ' 11 e ill 1i S 1 1 Ieata. `'I g9 R i d. h l 11 F1 p liis II!1 1 R i t i i sa +14 it el 11,11 ` !' ri i dI A r I j y p � � 6 W A N ^ a RC � gCA J_aEIF :aga� 1411P 111110'0111.111 14* 14 'I'll li 1 4 1 10101 ? ! 'fit; a1_ Pa gi Ili iT, x I i L An 11 I, Lh-qi I 1 Jar 111/F I WI 1 g a i p n F 111,,t Whi9:8 i� _ 1 u th a 1 ia 4-q lx ti la 1A11 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 , �� ; yi y ; � % fi E SN F STA,0 ° "'T °" -., EMI MN 1111 THIS SHEET HAS BEEN PREPARED FOR SINGLE FAMILY� HOUSING TYPE V NONRATED CONSTRUCTION. THIS DRAWING IS © COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT ist 1 &gEE i A 5522 A la' a' s , gg A neiirliiir 'JO ; ;;!! !1 i 1 ii;3 : 1 p i; .. 411 a siC �� 3a11 a S E �i it A4 � =�'er�a a � 14g401 1 I Y 4336 ° ighl 2 ; ° 1 ! 6 111 R P: i,i ill i t_ lin 1 ri F E D AND a � 1 S li g• a gad! QE F a s i" I! g 1 A 2 a 4 L i I r 1 W N IP � r. oniii! a� p rm�� FW mmvnwa iii! �i � � � � � it ! 1 iill 11" fp rer ill i =14 MINI 1 1111'4 ai I i gIji 1 1 a .3$ 1 003 II . a* c' git i � 3 P E 41 Q S p` y 0 26f 1 s w 1 A 1E I i i g fkl W§ FE a g 41 f 11 il sa ax4. ft Ea E! g KW i ili[i Mg l .. E ➢ ;t; s hil i F 111 1 � n fT1 :1 ? W ro i'J CG P F a! F ai• a a F ,,, vi arri lig ;11 i IP 0 1- 'LI li qt110-..! / i 11:1 4 i ll lq IV H1 I 03 it ° , =A t li A !Ill 1 F1g_a a l ,3.5 ;tat 8 q di I 1 ' 11 e ill 1i S 1 1 Ieata. `'I g9 R i d. h l 11 F1 p liis II!1 1 R i t i i sa +14 it el 11,11 ` !' ri i dI A r I j y p � � 6 W A N ^ a RC � gCA J_aEIF :aga� 1411P 111110'0111.111 14* 14 'I'll li 1 4 1 10101 ? ! 'fit; a1_ Pa gi Ili iT, x I i L An 11 I, Lh-qi I 1 Jar 111/F I WI 1 g a i p n F 111,,t Whi9:8 i� _ 1 u th a 1 ia 4-q lx ti la r i El'-6 12 12'-5 V1' 0 � 4 ( FP -1) (P -!9) FWRN Storage CONC- II f2' (P6 ( PR ) ( P -8 ) C :n Garage G GON ( P -2 ) isr rs 1f - -- ;•.. -- - i1 -13 ( PP -10 517E DET r 160818 HP-3 1 RIINED - ` . -P -115 o., e�p 3' -E. UV I 4 1 4-0 . Office CARPET VFW 10' -0-- --I 5' -2 L2' L 1'- ' + -; 12 , 16' - 3' C , - - d I I w 5 i2' -- HOLD EkIiERiOR /� STEP d `SLAB V2' aC1.0 J E (i PLANTER.: Btt7 PL.A+ I DECK LINE ABOVE (F° rJ-3' -16) ( P -I6 ) : I I 71 I 1 FP-lb ) 16' -9' 19' - 6 I/1' D' -5 12' r 32 -0' IWEPUF 112' FOUNDATION /LOWER FLOOR PLAN Scala V4` =1' -0' SYMBOLS AND LEGEND Q FAN- DIRECT VENT To OUTSIDE - BATHROCI15/LAUNDRY 50 CRM MIN. - KITCHEN 100 CFM MIN. -IL -;oLE HOUSE FAN 100 CFM MIN. VTOS WHOLE HOUSE EXHAUST FAN CONNECTED A 24 HOUR TIMER - 100 CR1 MIN, VTO Q THEANOSTAT a 50' ABOVE FLOOR CI 110v SMOKE DETECTOR PER UBC WTTI -1 5A■ Itter BACKUP INTERCO ECTED Q 24 HOUR TIMER TO WHOLE HOUSE FAN MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR UNITS: PER DIV. 15,16 SEE SHEET Al RURN 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 C. STRAP WATER HEATER TO FRAMING AT TOP AND 50TTOM. PER UPC SECTION 6035 D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. AllftakiN :n I � T.O.C. AT 5 -1 { BELdUMF, I J NOTE SITE SPECIFIC FOUNDATION PLAN TO BE INCLUDED WITH EACH LOT SPECIFIC FERIIT PACKAGE (SEE SITE PLAN). FOR SITE SPECIFIC STAIR CCfSTRICT1CN SEE SITE PLAN I SKEET D4. I GENERAL FRAMING NOTES I I FOUNDATION KEYNOTES I FP -I ) FP -2 ( FP-3 ) ( FP -4 L 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_ TR.& PLAN SHOWN IN FOR GENERAL LAYOUT ONLY SEE DI, 6100 SHEET A -1 - TRU55 LOADING SEE DIV. 010001,4 SHEET A -I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, 24' cc_ Ux0_ 6.ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 7. RAFTER TAIL 2x4_ VERIFY_ 8. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. 9. ALL HEADERS ARE 400 DF •1 LINO. PROVIDE (U TRIMMER STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OVER SEE DIV. 06100 SHEET A -I CONCRETE STEM WALL 8' WIDE WITH MIN 15,7 FOOTING- SEE DETAILS FOR ADDITIONAL INFORMATION. SEE DIV. 3 SHEET A -I CONCRETE STEM WALL 6' WIDE WITH MIN. 12'x6• FOOTING_ SEE DETAILS FOR ADDITIONAL INFORMATION SEE DIV. 3 SHEET A -I CONCRETE SLAB ON GRADE SHALL BE 4' THICK STEEL TROWELED FINISH, W/ 6x6 WI.4xW1.4 lIMP ON 4' GRANULAR FILL. SLOPE 2' TO DOOR PROVIDE TWICEENED EDGE AT DOOR SEE DIV. 3 SHEET A -1 6x6 POST ON C1566. 1' ABOVE SLAB ON 36,36,8' MAT FOOTING ON SOLID SUBSTRATE W /(4) •4 BAR EACH WAY. 5EE DIV. 3 SHEET A -1 CRAWL SPACE VENT. SEE. CALCULATION BELOW. WEE DIV. 1 SHEET A -I ALL CRIPPLE WALLS ARE 2x6 OR 3x4 a 16' o.c. U.N.O. 14' MIN STUD LENGTH PER UBC SEE DIV. S SHEET A -I 4x10 BEAM LINE_ MIN I' CLEARANCE FROM CONCRETE AT END OF BEAMS 5EE DIV- 6 SHEET A -I 4x4 POST (SCAB POST AND BEAM WITH 204) ON 90• FELT ON MAT FOOTING UN.O. PROVIDE 4x6 POST a BEAM SPLICE I POSITIVE CON- NECTION FROM POST TO FOOTING. PER DETAIL 16/DI. SEE DIV.6 SHEET A -1 6 MIL BLACK POLYETHYLENE GROUND COVER ON GRAD SEE DIV. 7 SHEET A - I ( rr -I01 ELE CTRICAL SE l 1 PROVIDE (U 2 12' SCHEDULE 80 PVC CONDUIT FOR ELECTRICAL SERVICE AND (U 5/8'x20' LONG GALVANIZED ROD FOR ELECTRICAL GROUNDING. 5 c DIV_ 16 AND VERIFY W/ SITE CONDITIONS BLOGC OUT M WALL FOR DOORS, . HV ET AS RE STEM QUIRED (FP-5) ( FP-6 ) ( P (FP -12 ) ( FP -i ( FP -IS (P' -20 ( r7 -2 ) [FP-23) (FP -24) 18,24' CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP_ 5EE Div. 010022 SHEET A -122 B OF SAME SIZE AS ADJACENT JOI57 j PP 4'±24'X7 MAt FOOTING ON SOLID SUBSTRATE t Wi (2) 4 BAR EACH WAY OR 12' STRIP FOOTING ,ZR DETAIL 16/DI FP - f/12T ' xT' MAT F ON SOLID SUBSTRATE C23 < B AR EACH WA OR 6' STRIP FOOTING PER DETAIL 16/DI. 36'X36'±4' MAT FOOTING ON SOLID SUBSTRATE I W/ (2) 4 �R EACH WAY 5111B STEEL 12' INTO SLAB a 12'oc ( PP FLOOR JOIST D6v. 6 SHEET A -I 408 BEAM LINE, SOLID BLOCKING BETWEEN JOIST OVER SUPPORT_ SEE DIVISION 06100 SHEET A -I PROVIDE SOLID BLOCKING THR1 JOIST SYSTEM TO PROVIDE SAME AREA OF BEAM SUPPORT AS ABOVE AND BELOW SEE DIV 6 SKEET A -1 MIN I' CLEARANCE FROM CONCRETE AT END OF BEAMS (FP-22) EXTENT PIER MIN IN BELOW SURROUNDING GRADE 3' DIAl11-_-1_R STEEL POST EDGE OF CONCRETE SYMBOLS & LEGEND POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING POINT LOAD TRANS.£RING DOWN � f POINT LOAD T¢AtNSFERING DOWN WI LOADING FOE)) LOAD TRANSFERED BY KICKER 0 HOLD DOLA WITH SIZE DESIGNATION °J1 �` VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW 9Txx — HORIZONTAL STRAP WITH SIZE DESIGNATION O NDICATS BEAM CALCULATION WITH INDEXED M.1M EXTENT OF 54-EAR WALL I T rt OF 51-EAR WALL t — WALL ABOVE G' WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. SEP - 8 6IC_ PERMIT CENTER SHEET 9908324 O O _ W t O � I�1 O P14 3 [-4 X cn W W MOF 00 Ei Q z C7 a, 0 CO °+ Q CD (NJ c w � ▪ `LL C O 5 � ▪ C CO 43) ‘•••• 190) �s JOB ND 908324 BASE PLN 8200 -072 A2.1 IV HANGER OPTIC N -LEE 2,23 T'IDS01. • [EAR RDN WALL MAIN FLOOR FRAMING PLAN Scale I/4' =I' -0' G _ F - 8 1 ALL FLOOR JOIST ARE: II 1/8' TJI 150's • 192 oc. SEE DIV. 06100 START 7 FRWNING HERE EXPOSED AGGREGATE CQ G TE LAIDMG i W 4 BAR AT bias EACH WAY, Y ) ABOVE LL. TOP OF WA 1 GENERAL FRAMING NOTES 1 FRAMING PLAN KEYNOTES 1 F -1 ( F -2 ( F _ 3 ) ALIGN EDGE OF JOIST WITH FACE OF WALL ( F - 4 f F -5 l F-6 l fF l ( r -8 l F -9 l I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3. SEE COVERSHEET FOR ALL NOTES AND REQUIN.,,NTS CONCERNING- MECHANICAL, PLUMBING, AND ELECTRICAL. TRUSS DESIGN BY MANUF_ TRLS8 PLAN SHOWN IS FOR GENERAL LAYOUT ONLY - SEE DIV. 6100 5HEET A -I - TRUSS LOADING SEE Div. 010001A SHEET A -I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING: SPACING-, 24' oc.c.. UNO_ 6.ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. RAFTER TAIL 2x4. VERIFY. S. ROOF T ' ' AND RAKE OVERHANG PER ROOF PLAN. 9_ ALL HEADERS ARE 4x10 DF 2 UNO. PROVIDE 0) TRIMMER STUD UP TO 4' -0' SPAN AND (2) UN. O. STUDS OVER 4' -0' UN. SEE Div. 06100 SHEET A -I BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR HVAC DUCTING. SEE DIV15 SHEET A -1 RAKED PONY WALL ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS. 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 15 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. 05100 SHEET A -1 SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT ( - j SEE Dlv_ 06100 SHEE PRESSU BL � T a -i FLUSH - BOTTOM OF BEAM EVEN 01 BOTTOM OF JOISTS 'r 12 J TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM l EMENDS DOWN BELOW JOISTS F 13 TOP OF BEAM 5' BELOW TOP OF JOIST EAM TO ) ALLOW FOR HvAG OVER BEAM AND S BUMPS ( F -11 l ( 5 -14 l WN DO BELOW JOISTS 2X6 OVERFRAMING s 24' OC I 15 5_ 255 CEILIN e 24' OC l SYMBOLS & LEGEND 0 6�! POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING '9 POINT LOAD TRANSFERING DOWN 5 V POINT LOAD TRANSFER,* DOIUN W/ LOADING HGN5ER POINT LOAD TRANSFEREE: BY KICKER y 'o HOLD DOWN. WITH 5. DESIGNATION 1 VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW STxx - HORIZONTAL STRAP SIZE DESIGNATION O INDICATES BEAM CALCULATION WITH WNDE >� N".LMBER EXTENT OF SHEAR WALL TYPE OF SHEAR WALL 1 : TIIN I ABOVE Y-- , - ,-- WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND lb 0 0 am CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. RECEIVEC CI 20 SEP OF iUK'✓ - 8 20 2000 PERMIT CENTER TITLE JOB NO 991832 BASE PLN. 13200 -072 SHEET A2. 9908324 GLAZING CALCULATION 4 12'7 TOTAL SF OF HOME TOTAL SF OF GLAZING TOTAL % OF GLAZING 1855 SF 22033 SF 11.8 % SF. IS CALCULATED USING THE REQUIREMENTS SET FORTH M THE WASHINGTION STATE ENERGY CODE REFER TO ADDITIONAL DOCUMENTATION TO SUPPORT METHODOLOGY OF PERFORMANCE COMPLIANCE 11 3' SYMBOLS AND LEGEND H FAN- DIRECT vENT TO OUTSIDE - BATHROOMS/LAUNDRY 50 CR1 MIN. - KITCHEN 100 CFM MIN. -WHOLE HOUSE FAN 100 CFM MIN. VTOS WHOLE HOUSE EXHAUST FAN CONNECTED A 24 HOUR TIMER - 100 CF 1 MIN. VTO 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 ❑T Ti...Rc"IOSTAT s 50' ABOVE FLOOR WITH MOTORIZED FLOW DAMPERS. B. PROVIDE THERMAL EXPANSION TANK AT WATER Q il SMOKE DETECTOR PER UBC HEATER WTTFI BATTERY BACKUP INTERCONNECTED C. STRAP WATER HEATER TO FRAMING AT TOP AND BOTTOM. PER UPC SECTION 6085 D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. 24 HCRIR TIMER TO WHOLE HOUSE FAN 12' Il' -3 12' Kitchen VINYL 8' -3 V2' 6, II I/4' Covered Porch WOOD Patio CONIC I P I 50610 SGD I P -4 3 Nook VINYL BOX GUT FOR B -.1 1050 8'DIA COLU'N CN AWASH HALF SALL 2» GALL FE RN AR F.REN TO BOTTat QM CE STAR 6ffi PEST 6' -1 12' 13' - T VY 6' 12' - 10 L2' MAIN FLOOR PLAN Scala V4'=1' -0' 1 GENERAL PLAN NOTES 1 FLOOR PLAN KEY NOTES I P -I P -2 P -3 l P -4 ( P -5 3 P -6 I P -1 I P-8 P - P -10 3 I P ( PH 3 l P -12 3 P -13 3 P -14 I I P-l5 3 P -16 ) I P -1T 3 P 3 (P -20 P -2I 3 ( P - 22 P P - 24 3 1. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. ENERGY AND AIR QUALITY INFORYIATION SEE' Div. Ti 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 REQUhetrltNTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. OCCUPANCY SEPARATION: APPLY (li LAYER 5/8' TYPE 'X' GUTS, 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 GORE DOOR WITH SELF CLOSER TO BE TIGHT FITTING SEE DIV. 010025 SHEET A -1 STAIR ASSEMBLY NOTE. PER UBC SECTION 1003 A. HEADROOM MIN. 6' -8', WIDTH MIN. 3' B. TREADS 10' MIN. DEPTH, RISERS 5' MAX. HT. C. HANDRAIL MIDI 34' TO MAX 38' 400vE TREAD NOSING. HANDRAIL I WV MIN. TO 2' MAX. CR055 SECTION DIMENSION AND 1 I/2' MIN. CLEAR FROM WALL, RETURN RAIL ENDS_ D. INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALL(SJ E. COVER USABLE SPACE UNDER STAIR W/ 5/8' TYPE '5' G.U18. (2) LAYERS s CEILING AREAS. F. INTERMEDIATE. BALUSTERS SHALL BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS_ SEE Div. 01002.6 SHEET A -1. SAFETY GLAZING PER UBC, SECTION 2406 A. WINDOWS WITHIN 18' OF FLOOR B. WINDOWS WITHIN A 24' ARC OF DOORS G. WINDOWS AT TUBS AND SHOWERS D. GLAZING IN DOORS E. WITHIN STAIRWELLS F. WITHIN 5' OF TOP OR BOTTOM OF STAIRS SEE D1v. 08800 51-1EET A -1 EGRESS WINDOW PER UBC, SECTION 310.4 SEE DIV. 08600 514EET A -I IGNITERS FOR GAS FIRED APPL1ANCES IN GARAGE TO BE 18' MIN, ABOVE TOP OF SLAB. SEE Div. 15 SHEET A -1 COVER WALLS ADJACENT TO TUBS AND SOWERS WITH NON - ABSORBENT MATERIAL TO 10' ABOVE DRAIN INLETS. SEE DIV 09250 SHEET A -1 (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 18 x24 CRAWL SPACE AGGESS. INSULATE AND WEATHER STRIP. SEE Div. 01002.2 SHEET A -1 22 x30 ATTIC SPACE ACCESS W/ 30' HEAD CLEARANCE. INSULATE AND WE411H55 STRIP. SEE Div. 01002.1 SHEET A -I FLOOR MATERIAL BREAK LINE WALL LINE ABOVE WALL LINE BELOW FIREPE ASSEMBLY NOTES: A DIRECT VENT FIREPLACES, INSTALL scR M.-fz_ SPECIFICATIONS, SHALL CoYrORM TO USG REQUIREMENTS. SEE Div_ 010028 SHEET A -1 B. MRO CLEARANCE FIREPLACES SHALL CONFORM TO UBC REQUIREMENTS. SEE DIV. 010025 51-15ET A -I C.. EARTH SHALL CONFORM TO UBG REQUIREMENT. SEE Div. 010028 AND 9 SHEET A -I D. 5/5' TYPE 'X' GUMS ON HOUSE SIDE OF CHASE CLOSURE TO ROOF SHEATHING. 5EE 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 505ING5. B VENT FOR MECHANICAL. I CLEARANCE ALL SIDES PER UBC 5EE Div. 5 SHEET A -I PLANT SHELF U.°PER AND LOUER LINEN CABINETS SOFFIT A>�A INTEC-RATED MAKE UP AIR 2x6 5eJD5 W," 5 - INSULATION MIN SQUARE FOOTAGE MAIN FLOOR UPPER FLOOR BASEMENT TOTAL 835 SF 866 SF 162 SF 1863 SF GARAGE 637 SF DECK / PATIO 117 SF SQUARE =00TAGE. 15 MEASURED TO THE OUTSIDE FACE OF WALLS. STAIRS ARE COUNTED ONCE IN CALCULATIONS. OPEN TO BELOW SPACES AND 54 AGE5 ARE NOT INCLUDED IN CALCULATIONS. 54CENED CITY OF TUKWILA SEP - 8 2000 PERMIT CENTER z (J WL,L U col W W W E"I X r u w � n Z CS' a a 8 0 54 CO (0 S v `.7 CD I c7) • • gcC N A` b _j SHEET A3 99083.24 F -S UPPER FLOOR /LOWER ROOF FRAMING PLAN Scale1/4'4-0' ALL FLOOR JOIST ARE: II VS' TJI 150's 192 c.c. SEE DIV. 06100 START FRAMING HERE I GENERAL FRAMING NOTES I l F -1 F -2 F -3 F -4 F - 5 F -6 t F - S F -9 F -10 F -12 [ F -14 L 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 MANJF. TRUSS PLAN SHOWN 15 FOR GENERAL LAYOUT ONLY SEE DIV. 6100 SHEET A -1 - TRUSS LOADING SEE DIV. 010001.4. SHEET A -I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5: ROOF FRAMING SPACING, 24' 0A. UNO. 6. ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1. RAFTER TAIL 2x4. vERIPT. S. ROOF TAIL AND RAKE OVERHANG PER ROOF FL A S. ALL HEADERS ARE 4x10 DF LINO. PROVIDE CI) TRIMMER STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OvER 4' -0' UND. SEE DIV. 06100 SHEET A -I I FRAMING PLAN KEYNOTES I BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR I-IVAC DUCTING. SEE DIV.15 SWEET 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 EXTENDS UP ABOVE JOISTS TOP OF BEAM 15 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 -I 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 -1 FLF JUSOISTS H OTTOM OF BEAM EVEN W/ BOTTOM O TOP OF BEAM FLUSH W.' TOP OF JOIST AND BEAM EXTENDS DOWN BELOW JOISTS 1 F-13 , TOP OF SEAM 5' BELOW TOP OF JOIST TO ALLOW FOR HYAC OVER SEAM AND BEAM BUMPS DOWN BELOW JOISTS 2X6 OvERFRAMING s 24' OC F -15 ) 2X6 CEILING JOISTS 0 24' OC SYMBOLS & LEGEND 0 4 POINT LOAD FROM ABOVE Q POINT LOAD FROM ABOVE W/ LOADING POINT LOAD TRANSFER!. DOL. 'le' X311 POINT LOAD TRANSFERING DOWN W/ LOADING HANG_ -�12 PONT LOAD TRANSFERED BY KICKER 4- HOLD DOUR WITH SIZE DESIGNATION i1 % STRAP VERTICAL STRA WITH SIZE DESIGNATION Q TO BE USED ON FLOOR BELOW 5Th - HORIZONTAL STRAP WITS SIZE DESIGNATION INDICATES BEAM CALCULATION WITH INDEXED NUMBER EXTENT OF SHEAR WALL TYPE OF SWEAR WALL .T WALL ABOVE p.<-. ° 4 WALL BELOW NOTE UNLESS OTHERWISE NOTED, ENGINEERING AND LATIONS ARE NOT PROVIDED IN THESE DRAWINGS. REC IVED CITY OF TDi(N.'ILA SEP - 8 2000 PERMIT CENTER co 0) L>'J D 2 ' ! v N Q Cl S A` W SHEET A4 99083.24 SYMBOLS AND LEGEND Q FAN- DIRECT VENT TO OUTSIDE - BATAROOMS/LAUNDRY 50 CFM MIN. KITCIJEN 100 CFM MN. -WHOLE HOUSE FAN 100 CFM MN. V oS WHOLE HOUSE EXHAUST FAN CONNECTED A 24 HOUR TRIER - 100 CFM MIN., V1 O ❑T THER105TA 50' ABOVE FLOOR 0 110v SMOKE DETECTOR PER UBC SITU BATTERY BACKUP INTERCONNECTED v 24 -OUR TIMER TO IS -TOLE HOUSE FAN MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR UNITS: PER DIV. 15,16 SEE SHEET Al RJRN 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 C. STRAP WATER HEATER TO FRAMING AT TOP AND BOTTOM. PER UPC SECTION 6085 D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. • UPPER FLOOR PLAN Scala I /d'.I' -0' GENERAL PLAN NOTES ( P-I 1 ( P -2 P -3 ( P - 1 ( P -5 l P -6 ) ( P -N ) ( P -E ) FRAMING. 5 MAX RISER WITH I0' MIN. RUN IF MORE THAN (3) RISERS, HANDRAIL REQUIRED PER UBC, SECTION 1006 SWEET A -I 18504' CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE Div. 010022 SHEET A -I 22 x30 ATTIC SPACE ACCESS W/ 30' LEAD CLEARANCE. INSULATE AND WEATHER STRIP. SEE DIV 01002.1 SHEET A -1 FLOOR MATERIAL BREAK LINE ( P-9 ) P -I0) ( P -11 l P -13 ) ( P -14 FIREPLACE ASSEMBLY NOTES: A. DIRECT VENT FIREPLACES, INSTALL PER NEC. SPECIFICATIONS, SHALL CONFORM TO USC REQUIREMENTS. SEE DIV 010025 SWEET A -I B. ZE RO CLEARANCE FIREPLACES SHALL CONFORM TO USC REQUIREMENTS. 5�= Div. 010025. SWEET A -1 C. WEARTH SHALL CONFORM TO USC REQUIREMENT. SEE Div. 01002.5 AND 9 SWEET A -I D. 5 /8' TYPE 'X' GIB ON HOUSE SIDE OF CHASE CLOSURE TO ROOF SHEATHING. ( P - SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS ( P - IS ( P - 11 ) I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIN:EMENTS 2. ENERGY AND AIR QUAIL', INFORMATION SEE DIV IT SHEET A -I 3. SEE BUILDING ELEVATION FOR WINDOW OPERATION SEE DIV. 8 SWEET A -I 4. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 5. SEE COVER SWEET FOR ALL NOTES AND REQUIREMENTS CONCERNING-. MECHANICAL, PLUMBING, AND ELECTRICAL FLOOR PLAN KEY NOTES OCCUPANCY SEPARATION: APPLY (I) LAYER 5/8' TYPE 'X' CUES. 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 SWEET A -I 13/8' MINI SOLID CORE DOOR WITH SELF CLOSER TO BE TIGHT FITTING SEE Div. 010025 SWEET A -1 STAIR ASSEMBLY NOTES: PER USG SECTION 1003 A. HEADROOM MIN. 6' -8', WIDTH S. TREADS 10' MIN. DEPTH, RISERS 8' MAXI, C. HANDRAIL MIN. 34' TO MAX 38' ABOVE TREAD NOSING, HANDRAIL 1 1/2' MIN. TO 2' MAX CROSS SECTION DIMENSION AND 11/2' MIN. CLEAR FROM WALL, RETURN RAIL ENDS. D. INSTALL. FIRE. BLOCKING AT STRINGERS TOP AND BOTTOM' AND ADJACENT WALL(S) E. COVER USABLE SPACE UNDER STAIR W/ 5/8' TYPE 'x' G.W.B. (2) LAYERS •a CEILING AREAS_ F. INTER'1EDIATE BALUSTERS SHALL BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS. SEE DIV. 01002.6 SWEET A -I. SAFETY GLAZING PER UBC, SECTION 2.405 A. WINDOWS WITHIN 18' OF FLOOR B. WINDOWS WITHIN A 24' ARC. OF DOORS C. WINDOWS AT TUBS AND SHOWERS D. GLAZING IN DOORS. E WITHIN STAIRWELLS F. WITHIN 5' OF TOP OR BOTTOM OF STAIRS SEE Div. 05500 SHEET A -I EGRESS WINDOW PER USC, SECTION 310.4 SEE DIV. 08600 SWEET A -1 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 TUBS AND SHOWERS WITH NON - ABSORBENT MATERIAL TO 10' ABOVE DRAIN INLETS. SEE DIv_ 09250 SWEET A -I (2) LAYERS GP FLOOR SHEATHING OVER WALL LINE ABOVE WALL LINE BELOW 3' DIAMETER STEEL POST 36' GJARDRAIL PER UBC 5092 A. AT STAIRS SLOPES AT 36' ABOVE STAIR NOSINGS. B vSIT FOR MECHANICAL I' CLEARANCE ALL SIDES PER UBC SEE Div_ i5 SHEET 4-1 P -20 I PLANT SHELF ( P-2I UPPER AND LOUEER LINEN CABINETS ( P -22 J ET AREA ( P -23 ) INTEGRATED MAKE UP AIR P_7.a 2.6. SPUDS W/ R -I9 INSULATION MIN. ) P -1S ( P -19 ) Fa _ 2 ' Evi h: 505' RECEIVED cm of nr;wnn SEP -82000 PERMIT CENTER JOB NO. I 9908324 BASE PLN B200 -072' SHEET A5 9908524 ROOF VENT CALCULATION BASED ON 3 2 -112 HOLES PER VENT BLOCK ROOF VENT CALCS BASED ON USG SECTION 1505.3 TOTAL ROOF AREA 862 SF/300 :287 SF OF VENT AREA REQ 50 % AT EAVE = 144 OF REQUIRED 50 % A 36 MIN) ABOVE EAVE = 144 SF REQUIRED 5 ROOF JACKS AT 50 SQ. IN. EACH =250 - SQ. IN.= 174 SF 495 LE. OF EAVE VENTS AT 52 5Q. INJLF= 257.4 S0. IN_ =179 SF 1 GABLE END VENTS AT VOA x = 24 SQ IN. =.17 SF GABLE END VENTS AT x = SQ. IN. 0 SF 2 GABLE END VENTS AT 24 DIA = 58 SQ IN. 81 OF TOTAL VENTS PROVIDED ROOF JACKS - 174 e5, EAVE VENTS = 179 9P GABLE END VENTS = 97 SF TOTAL SF OF VENT5 PROVIDED = 450 5F • AREA MAY BE 1/300 IF A VAPOR RETARDER IS INSTALLED ON THE WARM SIDE OF 1140 ATTIC INSULATION. UBC 150532 • EFFECTIVE VENT AREA BASED ON A 30% REDUCTION DUE TO I/4' MESH up2000 UPPER ROOF FRAMING PLAN vAi F V4' =I' 0 ' I GENERAL FRAMING NOTES I I FRAMING PLAN KEYNOTES I F -1 I F -2 t F - ( F -4 F -5 ( F - F -0 F -I0 F -II , F -12 l F - i3 I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS_ 2. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3. SEE COvEI .1 CET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. TRUSS DESIGN BY MANUF_ TRUSS PLAN 01 -400.0 IS FOR GENERAL LATOUT ONLT SEE CM 6100 SHEET A -I - TRUSS LOADING SEE Div. 010001A SHEET A -I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, 24' 04_ UN,. 6. ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION_ T. RAFTER TAIL 2.4. vER11, 8. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. 0_ ALL HEADERS ARE 4x10 OF 2 UNO. PROVIDE <V TRIMMER STUD UP TO 4' -0• SPAN AND (2) TRIMMER STUDS OVER 4' -0 UN.O. SEE Div_ 06100 SHEET A -I BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR HVAC DUCTING. SEE DIV.15 SHEET A -I RAKED PONT 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 -. BOTTOM OF BEAM EYES 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 -I FLOOR JOIST - SEE SCHEDULE DIG. SEE DIV. 06100 SHEET A -I ( SEE ELEVATIONS AND SECTIONS FOR l F- 1 PLATE HEIGHT PRESSURE BLOCKING SEE DIV_ 06100 SHEET A -1 FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS DOUN BELOW JOISTS TOP OF BEAM 5• BELOW TOP OF JOIST TO ALLOW FOR HVAC OVER BEAM AND BEAM BUMPS DOWN BELOW JOISTS F -14 , 2X6 OVERFRAMING a 24' OC F_IS ) 206 CEILING JOISTS 9 24. 00 SYMBOLS & LEGEND POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING POINT LOAD 7RANSr0RING DOUN jE q� POINT LOAD TRANSFERING DOWN W/ LOADING POINT LOAD TRAINSFERED BT KICKER ' e / HOB DOU.N WITH 51ZE DESIGNATION 1 9� VERTICAL STRAP WITH 512E DESIGNATION TO BE USED ON FLOOR BELOW STxx _ HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BEAM CALCULATION WITH INDEXED NUMBER EXTENT OF SHEAR WALL TYPE OF SHEAR WALL -- - - -- WALL ABOVE ):..- °' - ^'•`• WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. aTM a cen�Ec TUKIh':_F. SEP - 8 2000 PERMIT CENTER { z { � CO CD CL: CD LO 0) c^ _+ CD . L L * • v U Ln y N 4 ,1 - I n 0 4 SIDE ELEVATION Still¢ US'zP -0' m HI Y 6' EXPOSED HORZ 5IDPN rn TOP PLATE WN. HDR HGi. UPPER FLOOR TOP PLATE EN. HDR l4 T. \ MAN FLOOR E\ REAR ELEVATION Stale US' =1' - ®• SIDE ELEVATION Scale 2P4 -0' TYPICAL BUILDING MATERIALS ROOF CONSTRUCTION ROOFING: (DIV SHINGLES (DIV. 010005) BUILDING PAPER: (DIV. 7) 30# BUILDING PAPER SHEATHING: (DIV. 6) 7/16' OSB OR EQUAL FRAMING: (DIV. 6) PER PLAN INSULATION: (DIV. 7) R -30 BLOWN -IN SOFFIT: (DIV. 7) 1/2• RE-SAWN PLYWOOD OWB (DIV. 9) sir GWB EXTERIOR WALL CONSTRUCTION (D BUILDING , W �(D1 V. 7) 7) 115# BUILDING SIDING PAPER SHEATHING: (DIV. 6) 7/16' OSB OR EQUAL FRAMING (DIV. 6) 2 x 4 STUDS AT 16 OC INSULATION: (DIV. 7) R -13 BATT W/ INTEGRAL VAPOR BARRIER GWB: (DIV. 9) U2' GWB FLOOR CONSTRUCTION FLOORING (DIV. 9) FINISH PER PLANS (DIV. 01005) SUBFLOOR: (DIV. 6) 3/4• TAG (PLYWD, COMPLY, OR EQ.) FRAMING (DIV. 6) PER PLANS INSULATION: (DIV. 7) R -19 BATT SOFFIT: (DIV. 7) I/2• RE -SAWN PLYWOOD TRIM:(DIV. 6) WINDOW: HEAD: 2x4 (WITH NO BRICK MOLD) JAMB: 2x4 CORNER BOARDS: INSIDE 2x2 OUTSIDE: 2x4,2x3 FASCIA 2x8 UNO El TRIM OVER 240 TRIM w/d6 DENIALS • 24' ac. 1x4 TRRT OVER Ix6 TRIM IS SPUTTER MDO PLYWOOD V2z2 CORNERIOLD STOOL BOARD FRO1 3x6 2x4 TRIM SHAKE SIDRG 2x4 PT. PICKET ! w 54 P.T. TRIM EA SIDE 5 I �I`L�i I I i 1 I_Hj 11 € UL E ` L_1 1 I 1 Bdrnl. #2 Foyer (DIN Foyer EEYONDI a TADS FE2 FLAN Hall FLOOR JOISTS PER PLAN BOOR JOISTS PER PLAN Garage BEAST PER PLAN FRONT ELEVATION Srale V4' =I' - ®' Bath SEE SITE PLAN FOR SITE SPECIFIC FOUNDATION INFORMATION Kitchen (BEYOND, W-LC. BUILDING SECTION A -A Srak V 4'zl' -0' IS' GABLE END VENT 3x8 TRIM TOP OF PLATE WIN_ UDR UPPER FLOOR ` l \ TOP CF PLATE 1104_ RJR. TYsT. !cl am 0 � MAN FLOOR TOP Cr PLATE RECEIVED ciTV oF n iKwli a SEP -82000 PERMIT CENTER A7 9908324 TOP OF DOWEL • l l h . ' II. �(1 ".' Jo qe T O P F F G ' � fB'•b+' r+ 11 Warn I2' CLEAR L 17 APA LATERAL RESTRAINT PANEL 3/8'=7 - 17000.06100-12 Fl GRADE FOU DATIO D TAIL 3/4 =T -O' NOTE: BASEMENT SLAB MUST BEN PLACE PRIOR TO FULL BACKFILLING OF WALL. NO INSULATION BETWEEN BASEMENT SLAB AND STEM WALL TOP OF SLAB q. - :S✓p :030 "'•'Jc W'�Y 2x H 2X4 TOP PLATE GARAGE DOOR HDR (SEE FRIG PLAN FOR N2E2 NAIL SHEATHING TO HDR W( 8d NAILS a 3' OL. s EAR WALL LOC. UNO. ON SHR WALL SCHED. 2 2x4 STUDS -NAIL SHEATHING W/ 8d NAILS a 3' OL. TO EACH STUD LIMO. ON SHR WALL SCHED. NAIL 81 NAILS s 3' OL. e ALL POTS, HDRS, H 511.05 UNO. ON SHR WALL 504ED. 2 2x4 AT ANY SHEATHING JOINT 1/I6 O.S.B. SHEATHING (MIN) ST.14 STRAP TIE ANCHOR (NAIL TO BOARD FOR, BEND UP AFTER CONCRETE CURES) USE 38 -16m2 U8 NAILS EACH UNO. 2 -2X4 PLATES. NAIL SHTG. TO EA PLATE (2255'. AB. UVM61.1' EMBEDMENT ON SUR WALL SOIED. CONTINUOUS FOOTING 5)8'0x10' AB UI( YJ0'X3(I6' 59 STEEL PLATE WASHERS * 4' -0' OL- (DIN 3 SHEET A -U EXCEP AS NOTED ON SHEAMIALL SCHUDULE 1' MIN EMBED. 02.4 BAR + TOP •4 VERY EAR es 2' oc, FULL HEIGHT CF WALL (DN.3 $IEET A -U •4 VERY J -BAR s 6' oc (DIv. 3 SHEET A -U DAMP PRCOR. ( DIN l SHT AU 4 HOR1 BAR* T0' OVERLAP (MN) HON. 3 SWEET A -U TGHTLUE 4' PER, FT. ORAN W/FILTER 6124' GRAVEL BED. (DIV.2 SHEET A -U (42.4 BAR COAT. (D8,3 SHEET A -U SOLID SUBSTRATE 4' CONC. SLAB OVER 4' ROTC OVER VAPOR BARBER 5/8 AB. UV 250,3W SCL STEEL PLATE WASHERS * 4 -0' OL. (Div 3 SHEET A -12 EXCEPT AS NOTED ON SHEARUALL SCHEDULE l' MN EMBED. (2) 4 BAR a TOP 03300 - 24 4 VERT. BAR e.' oc, RILL HEIGHT CF WA1 (DIV 3 SHEET A -U 5 vERLJ -BAR s S' (DIN 3 SHEET A -11 •4 410R. BAR +.'oc (DIY- 3 BEET A-12 •4 BAR a 2' oc 1 =2' -6' (DIV. 3 SHEET A -U DAMP PROOFS. ( DIY l 514T AU 2' CLEAR (5) •4 BAR CONY. (DN. 3 SHEET A -U SOLD SUBSTRATE 4 CONC. SLAB OVER 4' ROCK. OVER VAPOR BAMIOR 111.In111= 111111= =111111=111111111 =I11IIL 1E111 II 0u11- 111111 =1ni�= 111111= IIIII- IIIII =IiIO_ili 11111 -1911 E 03300- 00000 -23 ADD BARS TO MATCH RENFORCIG PER PLANS LINE OF EXCAVATION CRIPPLE WALL ® FOUNDATION 3/4' 4-0 06100-03300-06_3J1 CRIPPLE WALL ® FOUNDATION 3/4 =1 06100-03300-07 _TA CANTILEVER FRM'G AT FOUNDATION 11 FURRING DETAIL 3/4' =T-0' 06100-03300- 02_TJI 3/4 =1-0' L TIP. FLOOR FRAMING FE PLAN (DIN b SHEET A -D R TIP. EXTERIOR UALL CONSTRUCTION PER PLAN (01v.6 SHEET A -U LOCATE SHEATH. JOINT COTTON MEMBER RIM BOAfm LOCATE SHEATHING JOINT e COMM,. MEMBER CRIPPLE WALL PER PLAN SEE FW"IDATION DETAIL,. TTP. FLOOR FRAYING FER PLAN (Div. 6 SHEET A -U TTP. EXTERIOR WALT- CONSTRUCTION PER PLAN (DIN 6 SHEET A-U RIM BOARD SEE : OUd)ATILM DETAIL.) CRIPPLE WALL, PER PLAN, WITH A MN STUD LF.TH OF 14' PER %EC 5..232015 (Div. 6 SHEET A. TYR EXTERIOR WAIL CONSTRICTION FE2 PLAIT (DIv 6 SHEER A-12 TIP. FLOOR FRAMING PER PLAN (Div. BEET A -U SOLID BLOCK. OVER SUPPORTS LOCATE SHEATH. JOINT COM% MEMBER RIM BOARD Lx3 1' CONT. SOFFIT YBNT I!1' RESAUN PLYWOOD + SOFFIT TREATED MD SILL SEE FO.DDATION DETAILS STEPPED FOUNDATION DETAIL : N.T.S. 09300-00000-25 POST /FOOTING CONNECTION 3/4 =1 04100-03300 -10 TJI 7 111111 IIIII FOUNDATION DETAIL 3/4'= '-0' 3 1R' FOUNDATION DETAIL 3/•=' -O• 1111111E 111111 SLAB ® STEM WALL 3/4' =T-0' PLAN 'I TYPICAL EXTERIOR WALL CONSTRUCTION PER PLAN (DN. 6 SHEET .4-12 1 AIR SPACE 15 BUILDING PAPER HOOKED END MASONRY VENEER TIE TO FRAMING EV 2 SO.Ei (Div 4 Sheaf AU MASONRY VENEER CONT. FLASHING: WNEEP FIOLES TREATED MAID' SILL (DIN 6 BEET A-U SEE FOUNDATION DETAILS Q^ FURR. WALL I' AIR SPACE SEE FOUNDATION DETAILS 03300. 00000 - 30 MN VERFrT4// GRADE CONTORT NOTE THIS OPTION CAN NOR BE USED AT BEAR WALLS 04200. 06100 02_TJI TYE FLOOR FRAM. PER FLAN (DIV 6 SHEET A-U` TYP.EXTERTOR WALL COSINECTICN PER PLAN (DIY 6 SHEET A -t} LOCATE SHEATHING JOINT e CCMION MEMBER BLOCKING OR JOIST *WALL RN BOARD VAPOR BARRIER DAMP BORING (DIV 1 SHT AE SEE FONDATION DETAILS TYP EXTERIOR WALL CONSTRICT. PER FLAN (Div 6 SHEET A -U 06100 09300 - 21_TH 4' CONC. SLAB OVER 4' GRAVEL BED (DIN 3 SHEET A -I1 TREATED MUD SILL (DIV 6 SHEET A -U FOUNDATION /FRAMING CONNECTION °FOUNDATION DETAIL 3/4 =(-0 03300 0610 - 03 3/4•=1-0'' HANGER OPTION GAB. TTP. (DIV. 5 SHEET A -U INTERIOR BEARING WALL (DIV. 6 SHEET d -I1 1/1'0 x 10' AB. a 4'.0' OL (DI, 3 SHEET A. SLAB ON GRADE PER PLAN (DIV.3 SHEET A -U VAPOR BARRIER CONT. • READ FTC. PER PLAN (DM 3 SHEET A -U• 45 (2) •4 BAR CONT. (Div. 3 SHEET A -U EXT. DOOR AND FRAME (DIV. B SHEET A. DOOR THRESHOLD FLASHING: AS REQ'D. (DIN, l SHEET A -U NERVESTRAL FLAB -NG 4' CONC- SLAB OVER 4' GRAVEL BED (DNA SHEET A U 2x2 TREATED TRESHOLD TRIM R. JOIST TREATED MID SILL (DIN. 6 SHEET A -U •4 VERY. RE -BAR FROM STEM WALL STUBBED INTO SLAB TIP FLOOR FRAM. PER FLAN (DIN 6 SHEET AA) HANGER PERMFG TIP. FLOOR FRAMING FER PLAN (DIN 6 SHEET A -U EXT. DOOR THRESHOLD DETAIL EXT DOOR AND FRAME (DIN 8 SHEET A. DOOR THRESHOLD RAASHPY AS REQD. L m S TOP O J -BAR !DIV_ l SWEET A-12 NE2VESTRAL FLASHING CONC. SLAB OVER 4' GRAVEL BED (DIN 4 SHEET A. TREATED MD SILL (DIN 6 SWEET A -U r AMP ACE TIP. VER RE -BAR FRO1 STEM WALL STIBEED INTO SLAB POST AND BENZ PER PLAN 3/4"=T-0' TA TYP. FLOOR FRAM. PER PLAN (DN.6 SHEET A -U TREATED MID SILL X2000 FINISH GRADE TOP OE DOWEL TOP OF SLAB 3/4'.1-0" NOTE: FOOTING DOES NOT SLIDE IN THIS ___re. •� R__� a=te 140RIZOITALLT. =N •GRADE _ _ FRAMING PARALLEL TO STEM WALL TIP- EXTERIOR WALL CONSTRUCTION PER PLAN (DIN. 6 SHEET A. v FRAMING PERPENDICULAR TO STEM WALL yVU. SEE FOUNDATION DETAILS POST MID BEAM PER PLANT V2 A13.11.11 2,2,3/IS' SLL STEEL PLATE WASHERS a 4 OL- (DIV. 3 SHEET A-0 EXCEPT AS NOTED ON SHEARUALL 5C.1EDilLE l' MIN. EMBED. •4 HORIL BAR I0' OL., I' -6' CORNER OVERLAP (DIV. 3 SHEET A -U •4 VERY. BAR SAME AS STUB STEEL SPACING. (DIY. 3 SHEET A -U TIGHTLINE DAMPPROOFNG (DIV. l SHEET A -U •4 STUB STEEL FROM FT,* I6 OL. 10IV.3 SHEET A-il 4' PEW FT, DRAIN WALTER M 24' GRAVEL BED (DIv, 2 SHEET A -D SOLID SUBSTRATE (2) •4 BAR C ONT (Div. 3 SHEET A -11 0330 00000 - 01 111'0x10' AB. W/ 2'X2'Xi /I6' S0 STEEL PLATE WASHERS OL. (DIV. 3 SHEET A. EXCEPT AS NOTED CN SHEARWALL SCHEDULE l' MN EMBED. (2/ 11 4 BAR * TOP •4 VERT. BAR *U'oc, FULL HEIGHT OF UTALL (DIV. 3 SHEET A -U DAMP PROCFRG ( DIV. l SHIT AU •4 VERY. J- BAR * 12 oc (DI, 3 SHEET A. 4 HOW. BAR *IV oc I' -6' OVERLAP (MIN/ (DIV. 3 SHEET A -I/ TIGHTLINE 4' PERF. FT, DRAIN W/FILTER IN 24' GRAVEL BED (DIv. 2 SHEET A. (4) •4 BAR CONY. (DIV 3 SHEET A -U SOLID SUBSTRATE EXT. DOOR THRESHOLD DETAIL . CANTILEVERED RETAINING WALL 06100.03300.04 TJt 3/4 -O 03300-00000-22 Rd.L WDTH T.A.T. MD SILL 5/8'0x10' AB. Wi 2'.'X3(16' 50 STEEL PLATE WASHERS a 4' -0' OL. (DIV. 3 SHEET A. EXCEPT AS NOTED ON SHEARWALL SCHEDULE 1' MN EMBED. (2) •4 BAR * TOP •4 VERY. BAR a U' oc, FULL HEIGHT O WALL lDlv.3 SHEET A -U S vERT. J- rAlf oc (DI V. 3 SHEET A -U •4 HOP.BAR *10' (DIV. 3 SHEET A -U •4 BARa 2•oc L =2' -6' (DIY 3 SHEET A -U TIGHTLNE DAMP FROCR.( DIV l 514T AU CLEAR (4/.4 BAR CONT. (DIv. 3 SHEET A. SOLID SUBSTRATE j 8 4' PEF. FT'G. DRAIN WELTER ' I' - / IN 24 GRAVEL BED. (DIV. 2 SHEET A -U FOUNDATION DETAIL 03300-00000-26 1 TIP. EXTERIOR WALL CONSTRUCTION!. PER PLAN (Div.6 SHEET A-Il LOCATE SHEATHING JOINT COITION MEMBER RIM BOARD TIP. FLOOR FRAMING PER PLAN. (DIV.6 SHEET A -U TREATED MUD SILL SEE FOUNDATION DETAIL,. TYP. EXTERIOR WALL CONSTRUCTION. PER PLAN (Div. 6.SHEET A. LOCATE SHEATHING JOINT e COMMON MEMBER SOLID BLOCK.. RIM JOIST * EXT. WALL PONT LOAD BEARING PER PLAN TREATED MD SILL', SEE FOUNDATION DETAILS) TIP. FLOOR FRAMING PER FLAN. (DIY.. SHEET A -U 0 FRAMING /FOUNDATION CONNECTION w -}3/4'=T-Cr FRAMING /FOUNDATION DETAIL 06100 3/4 =T-0 06370. 03300 06_TJ1 08100-033904=08100-033904=7. L SEP - 8 2000 PERMIT CENTER TITLE JOB NO.: SHEET D1 CANT. Il BELOW GRADE SPAN NOTE: DELETE RAIL UkI. FINISHED DECK ELEVATIONIS3,OR LE. - ABOVE FINISHED GRADE. 2x6 2x2 e 5 U2' OC (CR DUST- BTIW NOT TO EXCEED4' SOLID BLOCKING OVER SUPPORTS 5/4 x 4 TK CDR DCK'G ATTACH LEDGER W/ 2 ROWS CF V2' LAG BOLTS AT lb' oc TIP. TJI FLOOR PRATING PER PLAN 2x PONY WALL 4x BEAM (SIZE TO REDUCE NUMBER OF POSTS e 2 STORY CONDITION OR U-EN POSTS EXCEED 4' M LENGTH SCAB W/ 2X4 EA SIDE 2x Cr GREATER DEPTH THAN JOUSTS) FINISH LANDSCAPE GRADE TOP OF PER RUSH WITH FN. SUB GRADE (3' BELOW FINISH LANDSCAPING) CN SOLID SUBSTRATE () SECTION ® BEAM 3/4W-Cr II II II IL L HEADROOM MIN b' -e', WIDTH MM. 3' -0' PER UBC 100615 2. TREADS 9' MIN DEPTH, RISERS. B' MAX HEIGHT 3. HANDRAIL MIN 30 TO MAX 38' ABOVE Tf'.EAD NOSING. HANDRAIL I I/2' MIN. TO 2' MAX. CROSS SECTION DIMENSION 4 11/2' MIN CLEAR FROM WALL. RETURN RAIL ENDS PER UBC SEC 1006.9 SEE ELEVATION O STAIR SECTION DETAIL 3 /4• =T-o• SAFFEL - EXTEND 6' ABOVE BATT. 28t. OR 12' ABOVE BLOW INSUL TYPICAL ROOF CONSTRUCTION 2' MIN. CLR FOR VENTING 2X BLOCKING WITH (3) 2 I/2' o HOLES WTH SCREEN EXPOSED TRUE TAIL i TIP. GUTTER FASCIA PER ELEVATION /TYR. EXTERIOR WALL CONSTRICTION) FLASHING (Div. T SHEET AU DBL OR GIRDER TRUSS (PER PLAN) (TYP) ROOF CONSTRICTION O TYP. DECK CROSS SECTION O FRAME OVER WALL DETAIL 3/4 =f-0' 06200. 06070- '9_T.11 9 3/4• =T-0' offloo-onoo-is SKYLIGHT, SIZE PER PLAN PROVIDE FLASHING A5 RECOMMENDED BY MFG, 2x6 CURB TYP. e ROOF AND FRAMING MEMBERS TYR GIUB. a CEILING ROOF FRAMING PER PLAN WALL STUDS BEYOND DBL PLAN UST, BLOCK AS NEEDED SEE SEE PLAN FOR TYR RISE 4 .1 DIMENSIONS 3/4' PLYWOOD RISER I I /B' HARDBOARD TREAD WITH EASED NOSING 3 2x STRINGERS TYP. UNO. CENTER STRINGER WITH 2 - 2x4 STRONG BACK NP. NAIL WALL STRINGERS W/ (2)16d TO WALL STUDS 5/8' TYPE 'X' GW$. AS RECUR. SEE NOTES BELOW 1x KICKER PLATE 4. INSTALL FIRE BLOCKING • STRINGERS TOP BOTTOM 4 ADJACENT WALWE PER UDC SEC. 1082 5. PAVER USABLE SPACE UNDER STAIR WITH 5 /B' TYPE 'X' GILLS, USE 2 LAYERS • CEILING AREA - PER UBC 1003333 6. INTERMEDIATE BALUSTERS SHALL BE SPACED 4' APART NET OPENING PER UBC SEC 5033 06100 - 07300 -37 \ J 3/4=4' - 0 - 06200 - 06100 -01 \ v / 3/4 =1' EAVE DETAIL L O SKYLIGHT FLARE WELL DETAIL O GABLE END DETAIL 3/4• =f-0' 07300 7 314 =T-0 GABLE END DETAIL TYPIf31 id'YF e1MTHYSVSI TRIM PER ELEVATION BARGE BOAR PER ELEVATION 2X4 BACKER FORE.. - NAIL TRW SKIP BEAM. W.. OD TIP. 2X4 OITIM.E.o e B O.C. WITH 2X2 BETWEEN FCR TRIM TYR EXTERIOR WALL CCNSTRICTIGH TYPICAL ROOF CONSTRUCTION TRN PER ELEVATIONS BARGE TYR SEE ELEVATION 2X4 BACKER FOR BARGE - NAIL TH. SHEATHNG LIMN . a OL. TIP. 2x4 CUTRGGERS a 4' oc WRN 2x2 BETIIEEN FOR TRIM BLOCKQN(s AT CEILING LIFE 2x4 LEDGER to NT CEILNG LINE /TYR EXTERIOR WALL CONSTRICTION) BALLOON FRAME GABLE END WALL 06100- 07300 -06 \ . / 3/4 =1 06100 - 07300 -12 ® EAVE DETAIL 3/4• =T-O' EAVE DETAIL EE ELF! O EAVE DETAIL 06100 - 07300 -13 4 3/4•_f - i BIFFEL EXTEND 6' ABOVE BATT. MSUL OR 12' ABOVE BLOWN NEE. (TYR ROOF CONSTRICTION) 2' MPL CLR FOR VENTING HI e.48'OL. AT OUTSIDE FACE OF WALL 5D ON SH. =.:P. WALL SCHEDULE 2x BLOCKNG WITH (3) Y o HOLES WITH SCREEN \ EXPOSED TR155 TAIL i iE III w t � o PER P ' opw (TIP. GUTTER) FASCIA PER ELEVATION (TIP. EXTERIOR WALL CONSTRICTION) TYPICAL ROOF CONSTRICTION 2' MM GLR FOR VENTING Hpe48`OL-AT OUTSIDE FACE OF WALL UNO ON SHEAR WALL SCHEDULE . �������. 2X BLOOCPY WITH (3)2'0 Hp_ES SCREEN �l f S '' \ i � 2xBBLOCIC@Ya TYP... \ EJPC�'ED RAFTER TAIL =/( MP. GUTTER FASCIA 1,2 ELEVATION II PER PLATT 'I TI'P. EXTERIOR WALL CCNSTRICTICN 06100- 07300.01 06100-073M-02 -o2 06100- 07300 -03 CM OE TU1(4V41A APPROVED FEB - 2 V.A k i � T 305 06100-07300-04 SEP - 8 2 PERMIT CENTER SHEET D2 CO CO TIRE JOB NO.: TYP. WALL CONSTRUCTION W. WALL SHEATHING PER SCHEDLLE BOTTOM HATE NALLWa PER SIEARMALL SCEDILLE TJI BLOCKING TYP. TJI FLOOR CONSTRUCTION SHEAR WALL SHEAR WALL EXTERIOR SHEAR WALL SHEAR WALL PERPENDICULAR 13 PERPENDICULAR TO FLOOR JOISTS GOPERPENDICULAR TO FLOOR JOISTS -PERPENDICULAR TO FLOOR JOISTS OTO FLOOR JOISTS FOL NDATION 3/4 =f 17070 - 0 6170 -18 3/4 =f 17070438170-07 3/4=7 - 17070-08170-01 3/4=f - 17070 - 03300 -01 + + + SHEAR WALL PARALLEL TO FLOOR JOISTS 3/4 =1 17070.0170-08 SHEAR WALL PARALLEL BOTTOM PLATE NAILING PER SHEARUALL SCHEDULE PANEL EDGE FIELD NAILING PER SCHEDULE , TJI FLOOR JOISTS PER FLAN ALIGN TJI FLOOR JOIST W WALL' TOP PLATE NAILING PER N EARWALL SCEDULE TYP. TJI FLOOR CONSTRICTION TYR WALL CONSTRUCTION 1111114 WALL SHEATHING PER SCHEDULE NAIL FLOOR SHEATHNGG THIS AREA WITH 10d • 6 0.A. EDGES 10d a 10 oz. FIELD BLOCK ALL EWES 10de 6'ac- PLYWOOD TO BLOCKING BOTTOIPLATE NAILING PER SHEARUALL SCHEDULE PANEL EDGE 4 FIELD NAILING PER SCHEDULE TJI BLOCKING BLOCK ALL EDGES PANEL EWE 4 FIELD NAILING PER SCHEDULE TOP PLATE NAILING PER SHEARWALL SCHEDULE TYP. WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE NAIL FLOOR SHEATHING THIS AREA WITH 10 d • b cc. EDGES 10 d • 10' oc. FIELD BLOCK ALL EWES BOTTOM PLATE NAILING PER N EARWALL SCHEDULE PANEL EWE 4 FIELD NAILING PER SCHEDULE TJI FLOOR JOISTS PER PLAN TJI BLOCKING • ALL PANEL EDGES PANEL EWE 4 FIELD NAILING PER SCHEDULE TOP PLATE NAILING PER SHEARUALL SCHEDULE TYR WALL CONSTRICTION WITH WALL SHEATHING PER SCHEDULE STANDARD SHEAR DETAILS & SCHEDULE TOP PLATE NAILING PER SHEARUALL SCHEDULE BOTTOM PLATE NAILING PER SHEA WALL SCHEDULE IO d • b' oc. PLYWD. TO RIM JOIST PANEL EWE FIELD NAILING PER SCHEME TYP. EXTERIOR WALL CONSTRICTION W WALL SWATH. PER SCHEDULE TYR TJI FLOOR CONSTRICTION 2x4 PANEL EWE BLOCKING TOP PLATE NAILING PER SFEARUALL SCHEDULE BORON PLATE NAILING PER SHEAR ALL SCHEDULE IO d • A oc PLYWD. TO RM JOIST PANEL EDGE FIELD NAILING PER SCHEME TYP EXTERIOR WALL CONSTRICTION W7T4 WALL SWATTING PER SCHEDULE TYP. TJI FLOOR CONSTR1CTON 2x4 PANEL EDGE BLOCKING EXTERIOR SHEAR WALL PARALLEL TO FLOOR JOISTS 3 /4 17070- 06170 -02 TTP.114YL CONSTRICTION 11IRT WALL SPEARING PER SCHEDULE TYP TA FLOOR CONSTRUCTION BOTTOM PLATE NAILING FER WEARUALL SCHEDULE d NAIL • 6' or. PLYWD_ TO RM JOIST PANG_ EDGE 4 FELD HALING FER SCEDULE ID d NAIL 4, RTWET TJI BLOCKING TOP PLATE NULL.. FER WEARS.. SCHEDIAE TYP WALL CONSTRUCTION U.RH WEAL SPEARING PER SCIEDIILE SHEAR WALL PERPENDICULAR ®TO FLOOR JOIST - OFFSET' CONDITION -CANTILEVERED FLOOR JOIST 3/4'4 -0' 17070-06170-09 3/4 =T-0' 17070.06170-11 + 3/4 =RIO' TYPICAL WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE TTP. tJI FLOOR CONSTRICTION BOTTOM PLATE NAILING PER SHEARUALL SCHEDULE TDP PLATE NAILING PER SHEARUALL SCHEDULE ANCHOR BOLT PER SCHEDULE SEE ARCH. DETAILS FOR FOUNDATION CONDITIONS SHEAR WALL PARALLEL TO FLOOR JOISTS ® FOUNDATION 3/4%14T 17070- 03300 -02 TYR TJI FLOOR CONSTRUCTION TYP. EXTERIOR WALL OOISTRUCTION WRH WALL SHEATHING PER SCHEDULE BOTTOM PLATE NAILING PER SEAWALL SCHEDULE TOP PLATE NAILING PER SHEARUALL SCHEDULE CRIPPLE WALL (DI, 61 SHEATH CRIPPLE WALL SAME AS SFEARUALL ABOVE SEE ARCH. DETAILS FOR FOUNDATION CONDITIONS SHEAR WALL © CRIPPLE WALL CRIPPLE WALL (DIY. 6) SHEATHING PER SCHEDULE PANEL EDGE 4 FIELD NAILING PER SCHEDULE ANCHOR BOLT PER SHEARUALL SCHEDULE SHEAR WALL OTO FLOOR JOIST - OFFSET CONDITION -SHEAR WALL HOLDOWN ® © CRIPPLE WALL - INTERIOR 1707706170 -10 /3/4W-Cr 17070 3/4"4-0' 17000 - 03303.71 NOTE: ALL NFOR'TATI. . 15 SHEET NOT NECESSARILY INCORPORATED INTO PROJECT. COORDINATE 21T11 PLANS. 1 17070 - 03306-03 (2)'4 BAR COAT. (DIV. AO ;; wv4'LU RECEIVED City CF T'U!(N'ii A =P -8200 ERNdii CENTER JOB NO TITLE OD LO LO L0 O (0 00 X c o' - t5) * 0 O CO CV B3 CO : (9 LO CV SHEET S1 TJI JOIST DETAILS N rib r■-■ SIEARUALL PER PLAN AND SHEARWALL SCHEDULE DOUBLE STUD BOTTOM PLATE NAILING PER SHEARWALL SCIIEDI$E TJI BLOCKING BEART PER PLAN * HOLDOWN STRAP AT CRAWL SPACE 3/4 =T-0' 17O7OO6 70-29 TYPO WALL CONSTRUCTION WTH WALL SHEATHRIG PER SCHEDULE DOABLE STUD EOTTCPI PLATE NAILING PER SHEARWALL SCHEDULE BL.00KUG AND FILLER BLOCK DOUBLE JOIST OR BEAM PER PLAN HOLDOWN STRAP AT FLOORS 3/4 =r :070 17-28 DRAG STRUT CONNECTION 3/474-0° UPPER WALL TO LOWER ROOF CONNECTION 3 /4e=T - 17070- o81Ta31 T7000- 08100 -30 Tfd155 PER PLAN WITH SHEATHING PER SHEARWALL SCHEDULE 1E4 TO MATCH SHEAR - WALL NAILNG BELOW 2X12 WITH I6d TO MATCH SHEAPoUALL NAILING BELOW INTO TOP PLATE PANEL EWE FIELD NAILING PER SCHEDULE TYPO WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE C INTE SHEARWALL TO ROOF C COND. OHOLDOWN STRAP © FLOORS 0-20 3/4=T -O 0116 d d NAIL s4' oce EA OUTRIGGER d NAIL eb' ac. TO TOP CHORD tBLCKKIM 2x BARGE • b3 TRRI 2x4 BACKER FOR BARGE NAIL ROR GH SKIP SEATHRG OATH ibd 2X4 CUTRUGERS s 4' OL. WITH JOIST HANGER a TRH$ r -nw F ED TRUSS A35 CLIP PER SEAIOIALL S,FECULE TTP(CAL ROOF CONSTRICTION PLYWOOD ROOF CONDITION TYP EXTERJOR WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE 17000- 08'100.18 SHEAR WALL ®GABLE END 3/4'4-0' 17000- 08110 -19 (2) STUDS AT EACH STRAP BOTTOM PLATE NAILING PER SHEAPoUALL SCHEDULE STRAP PER PLAN SHEAR WALL SCHEDULE I V4' TIMBERSTRAND L. RRI BOARD PANEL EDGE i FIELD •AILNG PER SCHEDULE TYP EXTERIOR WALL CONSTRUCTION W. WALL SHEATHING PER SCHEDULE TYPO TJI FLOOR CONSTRICTION PLYWOOD ROOF CONDITION 3/44-0' TYPICAL ROOF CONSTRUCTION 125 TIE a EA TRUSS LS30 s 48' oc. d sb' oz. a BLOCKING BLOCKING PER ARCH DETAILS 1, u 0 A35 CLIP PER SI-EARUALL SCHEDULE eat ►A I SHEAR WALL © EAVE 3/4'=T -0' TYPO EXTERIOR WALL CONSTRUCTION WITH WALL. SHEATH!. PER SCHEDULE 17000 - 08100 -04 STANDARD SHEAR DETAILS & SCHEDULE NOTE: USE 000 ON ROOF TB ALL ION ON SNEE 15 NOT NECESSARILY INCORPORATED INTO PROJECT. COORDINATE WITH PLANS. 17000- 08100 -05 REVED .I CEI ry oril. <n: o EP -82000 PERMIT CENTER CJ LO ^ • O In ▪ CO d (5) �I OS' C 1 O (.) * CD V Q • oD JOB NO. TITLE SHEET S2 TJI JOIST DETAILS SHEARWALL SCHEDULE 02/090 SFM 3dA1 11,11 6.11.1 IIVN 7NI11VN 0003 7N111ON 01314 7NI>10019 3703 61109 0000N7 31V1d 1116 6191Of )0 7NI1100 1 d 40101 901)0019 BL00KING TO TOP PL. NAILING TO JOI5T5 00111VN 31014 001109 OH 000 01100000 46' 0 0001 319VII10115' YES 5! 8'.48' .5 5d • IV Ibda I2' 700 PLF GI -4 1R' GWB ONE SIDE OR 5d COOLER YES 518' a 48' NAIL • 42' A35 33' 15d • 10' 1.1 o 10' 125 PLF 5 /S• G US ONE SIDE FOR IQ' 0 - 1 U2' GW® TWfO SIDES 6d YES 5/e• a 48 20' 16d a S' 16d a 6' G2-4 OR COOLER YES 5/8' • 48' 20' 16d • 6' 16d a 5' 5/8' GIB MO SIDES FOR 5/8' PI -6A o YES 5/8 20' 161 • V 5d • 5' 50 PLF PI -6 YES 5/8' • 45' _ 16d • 5' Ibd • 5' 240 PLF P1 -4 1/16' OSB. YES 518' a 32' n' 16d • 4' 16d e4' 350 PLF P1-3 ONE SIDE YES 5,a • 24' 16d • 3' Ibd a 3' 450 PLF PI -310 USE 3L STUDS PANEL EDGES 545 PLF YES 5/8' a I6' PI -2 USE 3x STUDS 1/16' OSB. TWO SIDES (2) ROWS (2) ROWS P2-4 STAGGER SHEATHING JOINTS 111/(2) STUDS • YES 5/8' a IF A35 CLIPS ®T T(d a 4• ibd • 4' 100 PLF PANEL EDGES DBL RIM (2) ROWS (2) ROWS P2 -3 YES 5 /e• a IT 435 CLIP5 e5• Ibd • 3• Ibd • 3' STAGGERED 900 PLF NO IF • 48' 72' Ibd • 5' DEL RIM 1. o 5' 202 PLF 11164-1-4 WETERFIAUSER HARDBOARD, SIDIIYs� aId OR I FIR E CAO REPORT 2319 L � i r SEE FOIS&JATION $FEAR WALLS FOR ALL CONCRETE HOLDDOIWS. LOWER SHEAR WALLS Sca UB' .I'_0' MAL IMIMILHIONT r69131/soxr SYMBOLS & LEGEND POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING POINT LOAD TRANSFERING DON e POINT LOAD TRANSFERING DOWN W/ LOADING �Oti HANGER . POINT LOAD TRANSFERED BY KICKER rNk "> A" HOLD DOWN WITH SIZE DESIGNATION L VERTICAL STRAP WITH SIZE DESIGNATION ter TO BE USED ON FLOOR BELOW ST'' __ HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BEAM CALCULATION WITH WVDEXED NUMBER EXTENT OF _ 'AR WALL TYPE G: SHEAR WALL 1 - WALL ABOVE WALL BELOIU NOTE= UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. FOUNDATION SHEAR WALLS MAIN FLOOR SHEAR WALLS Srale I /8'.I' -0' Scale U8' =I' -0' SHEAR NOTES MESS OTHEPoUISE NOTED DESIGN CRITERIA 1: SEE CALCULATIONS FOR DESIGN CRITERIA GENERAL NOTES I. ALL SHEARWALLS SHOWN ON THE FLOOR PLAN ARE FOR WALLS ON THAT LEVEL (TYPICALLY 5 51altN SHADED). 2. ANCHORAGE IS FOR 514EARUALLS(PANELS) ONLY, WHERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS, NAILS MAY BE SPACED s 16' OC.(MIM) FER TABLE 23 -I -Q 3, WHERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS THEN 514EAR DETAILS DO NOT APPLY. FOLLOW MR. UBC. REQUIREMENTS. 4, PROVIDE TWO STUDS AT ALL HOLD DOILN LOCATIONS. 5. SEE MANUFACTURERS REQUIREMENTS AND DETAILS FOR EACH TYPE OF HOLDOWN, STRAP, AND CONNECTOR FOR PROPER INSTALLATION. 6. ALL PLYWOOD OR GYPSUM 5I-EARUALL$ SHALL BE APPLIED HORIZONTALLY OR VERTIrRI I Y 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 SHEAR WALL PANELS UNLESS PRE - APPROVED BY THE BUILDING OFFICIAL ROOF 4 FLOOR SHEATHING L ROOF SHEATHING: TRW OSB APA RATED SHEATHING- (24/0), LAY UP WI MINIMUM VS' CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION. NAILING SHALL BE Sol AT 6• oc AT PANEL EDGES AND IT cc AT INTERMEDIATE SUPPORTS. PROVIDE EDGE CLIPS a 24' QC. e ALL UNSUPPORTED EDGES. ALLOWABLE DIAPHRAM SHEAR= 180x0.62.142psF 2. FLOOR SHEATHING: 3/4' CDX T*G APA RATED PLYWOOD (48/24) NAILED AND GLUED. ADHESIVE SHALL CONFORM TO APA SPECIFICATION ARE 01. PROVIDE T*G EDGES AT LONG PANEL EDGES" NAILING SI4ALL RE 10d AT 6' cc AT PANEL EDGES AND 10' oc AT INTERMEDIATE SUPPORTS. ALLOWABLE C "APHRAM SHEAR.215.0.82 =I11psF 3. PLYWOOD SHALL BE LAID WI FACE GRAIN PERPENDICULAR TO SUPPORTS AND END LIMILISLINT marmumoza UPPER FLOOR SHEAR WALLS Scale W8' =1'- 1 Oa 1 SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS CY O SEP \ED 8 20 PERMIT CENTER z ti TITLE i JOB NO.: 9.905324 ",�•�, "'� BASE PLN B200-072 11997 UBC SHEET S3 99083.4