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HomeMy WebLinkAboutPermit D2000-197 - FOSTERVIEW ESTATES - LOT 7 - NEW SINGLE FAMILY RESIDENCEFOSTERVI EW ESTATES -LOT 7 4218 S. 137 ST D2000 -197 t 'R City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES. APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 261200 -0070 Address: 4218 S 137 ST Suite No: Location: Category: NSFR Type: DEVPERM Zoning: Const Type: Gas /Elec.: Units: 001 Setbacks: North: Water: 125 Wetlands: Contractor License No: DUJARD *204L0 Permit Center Authorized Signature: DEVELOPMENT PERMIT .0 South: .0 East: .0 West: .0 Sewer: VALVUE Slopes: Streams: OCCUPANT FOSTERVIEW ESTATES - LOT 7 4218 S 137 ST, TUKWILA, WA 98188 OWNER DUJARDIN DEVELOPMENT CO PO BOX 5308, EVERETT WA 98206 CONTACT JOHN KAPPLER 14311 SE 16 ST, BELLEVUE, WA 98007 CONTRACTOR DUJARDIN DEVELOPMENT CO PO BOX 1059, SNOHOMISH WA 98291 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: CONSTRUCTION OF A NEW 2,246 SQ FT SINGLE FAMILY RESIDENCE INCLUDING 950 SO FT UNFINISHED BASEMENT, 503 SO FT ATTACHED GARAGE, 140 SQ FT COVERED DECK AREA AND 80 SQ FT UNCOVERED DECK AREA. (BASE PLAN NO. D2000 -059). PUBLIC WORKS ACTIVITIES INCLUDE:ACCESS,LAND ALTE- RING AND STORM DRAINAGE. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 221,248.10 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: JJS Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: N No: Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Cut: 22 Fill: 290 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 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 1,858.45 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** I hereby certify that I have read and examined ' is 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 permit. Signature; Print Name : J22_ 7 , „, ...,,, r. m......nr+n...�.•MWrw.nWt+4ti Permit No: Status: Issued: Expires: (206) 431 -3670 D2000 -197 ISSUED 03/01/2001 08/28/2001 Occupancy: DWELLING UBC: 1997 Fire Protection: Phone: Phone: 425 -334 -5018 Phone: 425- 641 -5320 Size(in): .00 Date 3- J =�� Date:_2/;4g_� This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. ffix.cavAm swertrolo txvil{4"1M 0021Am.: ra!iNretawmiewrw% RM •w*to.n.s.r'..Rii!IV9'Y{M .01•" iarloMW, z z w Q � JU U0 N O w= J ~, LL w0 g Q — w . Z �. I- 0 Z 2 ?. U O ON O I- wW U LL P. w z U �. 0 z 111. CITY OF TUKWILA Address: 4218 S 137 Permit No: D2000 -197 Suite: Tenant: Status: ISSUED Type: DEVPERM Applied: 06/19/2000 Parcel #: 261200 -0070 Issued: 03/01/2001 *`k *** * * *•k•k**•k**•k*•k ****** * *** *X * *•k•k•k• k* **** k* * ****•k**** ***•k *•k ** *•k* Permit Conditions: 1. No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. ... 'Any exposed insulations backing 'material shall have a Flame Spread Rating of 25 ; l ess, and mater i a1 ' ll bear identi- fication showing the fire performance rating • thereof . 3. All construction to be done In conformance .with approved plans and requ i remerts of the Uniform Building Code ( 1997 Edition) as:;amended', ' Uniform Mechanical Code (1997 Edition) , and Washington State Energy Code (1997' Edition) . • Plumbing, permits - shall be obtained through' the Seattle -King Count v Department of Public ` Plumbing, will be inspected by that , 'agency, , including all gas piping (296-4722). • `Notifv the, City of Tukwila Building Division prior to placing any concrete ; This: procedure is in addition to an requirements for special inspection. ,.., Validity of Permit. The issuance of a 'permit or approval o plane, specifications, and compUtations ° -shall not be con strued < a' permit for or an approval of, any viol ation of any of the provisions of the building code or of any other ordinance nance of the j uri sdi cti on No permit presuming give authoit:v to 'violate or cancel the provisions of this • Electrica1 ' perm its ' " - shall be obtained through the Washington State "Division of Labor and Industries and all electrical work W i l l be inspected by that agency (2.48 - 6 There,'shal l be no occupancy of the bu i lding(s) until the final4`nspection has been completed by the .Tukwila Building Inspector. 9. All mechanical shall be under separate permit- issued by the City of .Tukwila. 10. All permits,` °inspection records, and approved plans shall be available at the iob site prior to the start of any .'con- struction. These ,documents are to be maintained and avail - able until final inspection approval 'is granted. Contractor shall notify Public Works_Ut.ility Inspector at 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. THE GEOTECHNICAL ENGINEER IS TO PROVIDE CERTIFICATION THAT THE WORK HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH THE GEOTECHNICAL RECOMMENDATIONS. ALL STORM DRAINAGE PIPES SHALL BE ASTM -D 3034 PVC SANITARY r SEWER PIPE WITH GASKETED JOINTS OR ADS N-12 PIPE. 12. FROM OCTOBER 1 THROUGH APRIL 30, COVER ANY SLOPES AND STOCKPILES THAT ARE 3H:1V OR STEEPER AND HAVE A VERTICAL RISE OF 10 FEET OR MORE AND WILL BE UNWORKED FOR GREATER THAN 12 HOURS. DURING THIS TIME PERIOD, COVER OR MULCH OTHER DISTURBED AREAS, IF THEY WILL BE UNWORKED MORE THAN 2 DAYS. COVERED MATERIAL MUST BE STOCKPILED ON SITE AT THE BEGINNING OF THIS PERIOD. INSPECT AND MAINTAIN THIS STABILIZATION WEEKLY AND IMMEDIATELY BEFORE, DURING AND IMMEDIATELY FOLLOWING STORMS. FROM MAY 1 THROUGH SEPTEMBER 30, INSPECT AND MAINTAIN TEMPORARY EROSION PREVENTION AND SEDIMENT AT LEAST ,, MONTHLY. , . ALL DISTURBED AREAS OF THE SITE SHALL BE PERMANENTLY STABILIZED PRIOR TO FINAL CONSTRUCTION APPROVAL:, 13, Work affecting be closely coordinated with the Clty Util,ities Inspector:, Traffic'Control . . shall baySUbmitte6.2:to the Inspector for 'prior approval 14 Thf=' shall b.a.deSigned andsloped so that drai FroWthe driveway,Aides not flow onto th existing road . : 15. DOveways.,:§hall Oompl: with'.Cfty standards: , Drivewav-width shall be a 10 minimum and 20' maximUm—SlciPe')1 shall ba..a , ,Turning radii : shall be a miniMuni, ofj,ive 16. Temporary control measures shall be implemented as they,irst 'order of business to prevent sedimentation off= ' site:dr into existing storm drainage facilities 17 The site shall have permanent erosion control measures i place as soon as possible after final grading has been complete'd, and prior to the Final Inspection. I hereby certify that. 'I have read these conditions avl will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with whether ,specified herein or not , -.. .. The granting of this permit does not presume to-gTVe authority to violate or cancel the provisions of any other work or local laws regulating construction or the 'performance of Work. Signature: Print Name: J111.1„--2127 Date: z am. .c 6 5 o ww uj 0 g u.. I- al. z I-0 z w .- 2 0 0 (12 0 F.- u j 0 - 0 Eta 0 1— z Description of work to be done: N cS Fie_. f ' 60„sc. PI am kfc o B ZOoa -o55 Type of work: New Single - Family Residence ❑ Addition - Single- Family Residence Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: 11 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 Ph ne: (z� -33y -bale Proposed New Square Footage: 22* sq. ft. Dwelling 1 sq. ft. Covered Deck(s) 50 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Contracto • /..)0A4 r ,i, n, 1....V nern ervt" Floor Area Ratio: (total floor area of all structures divided by the area of the lot) N //9' Street Addreftt City State /Zip: Qs ak ✓t *For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling Architect: 4//�n p /�� / / p � /!� /!lCA11 -CA * Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. Date cpll - . epte Dat licati riret Site Addre s: �City State /Zip: O SoI I� l /37 Appl! t� gken by: (Initials) Ph ne: (z� -33y -bale Projec Name/Tenant:. PoS/LrIf let,) E3/k Lo f 0 7 Value of Construction: Site Addre s: �City State /Zip: O SoI I� l /37 Tax Parcel Number: („ a 0 0 --no 70 Propert Owner: 7 u a (-d, ,,, .l�efiiaOpO,ea✓j Ph ne: (z� -33y -bale Street Ad s: City State /Zip: A i x Fax #: Contracto • /..)0A4 r ,i, n, 1....V nern ervt" Phone: a 6 ✓e.. Street Addreftt City State /Zip: Qs ak ✓t Fax #: a lo ) ‘A Architect: 4//�n p /�� / / p � /!� /!lCA11 -CA Phone: _ � 426'' (Q /Hr`�_ ,8CJ's tl 5 • Street Addr s : Cit State /Zip: 1 3I) SS E 16 �Sf /e Ilevor Li) i 4 x0 7 Fax #: Li -64)- S:31F Engineer: . Orr T1ei- - ( .saw 4a6 71 (021 z Street Address: ' , Cit State /Zip: 1 x3-,0 76, fhk (,c), WI k 6 I =drna�5 1,09- 9 ozG Fax #: 42_5 775. 0 Contact Person: ' 4.Pplk7 4rchl ]z0, Phone: cao i t , Street Address: City State /Zip: a vtc Fax #: a ✓_, CITY OF TUK! . ''ALA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 F• " STAFF USE ONLY Project. Number: Permit Number: Single- Family Residential Permit Application Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. SFPERMIT.DOC 2/13/97 P LICANTREQUESTt OR PUBLIC WORKS, SITEICIVILPLAN; REVIEW OF THE +FOLLOWING (Addltlorial 'reviews shall be'determin `Public Works Department).` ` , ❑ Channelization /Striping ❑ Flood Control Zone In 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:, Cut ?.Z cubic yds. End Time: in Sewer Main Extension 0 Private ❑ Water Main Extension 0 Private ❑ Street Use Size(s): FillZq °cubic yds. O Public O Public Size(s): Size(s): Est. quantity: gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. PLEASE SIGN BACK OF APPLICATION FORM BUILDING tOWNER .OR AUTHORIZED T: I AGE Signature: �,-Ql ( Date: 3,• 2. - Cg(' • Print name: Phone: Fax #: Address: A W A"" City/State/Zip: ALL SINGLE - FAMILY RESIDE TIAL PERMIT APPLICATIONS MUS E SUBMITTED WITH THE FOLLOWING DRAWINGS PREPARE. JY A REGISTERED ARCHITECT OR rrIOFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL > ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN > BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location' (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, .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 CI ❑ Building elevations (all views) ❑ ❑ Building height ❑ ❑ Building cross - section ❑ ❑ Structural framing plans and details necessary to completely describe construction ❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Perrnit). ❑ ❑ 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 State" of Washington, a notarized letter from the property owner authorizing the agent to submit this'permit application ani obtain `the`permit'w li be;required part of this submittal. 1 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. 61.�: !.••.'r f z ~ w rx J C) 00 c J = w w u . -± = z � zF- w w U� co off w I— H u' w z (I) I-- = 0 I- z t „��7; X`1d'{?Ft��At�i r`5 p'�'"i' 'i !?lnt }K ..), #, Y,77n ".J 0' {tliy {.�. j,- r.•r *µ�. ��� 3tP,,i^�F F - X '4t"'S *,,i��, �h d, ✓. Ir. s!* A* asl*** s' A:. 4�•}* k7. ks4�r . s4 * ��4�• *•k * Akl, o ► ** *kr * *d. *�:ha:s}kl�:s4 *• CITY OF TUKIWILA, 1 °1(; ( fRi�NSMI`f k* l' sl4 4• slf.•kk ** * *s4*sl *,l *s4k+4* +41: 1. • k .Ak\A*s4•k*iA *AA•A* .Ak*44444•4* TRANSMIT Number: 1980030:3 _Amount 400.00 06/19/00 10:17 rlymt r t Method: CHECK Notation: UUNIRO3:►1 DL''(LLIP In it: Permit No: 02000 -197 Type Df: :VPE11M r EV.f:LoPMF.•:NT PERMIT Parcel U3: 261100 Site Address: 4218 S 1.'37 S1 fetal Fees: 2.042.23 400.0Q TctRl AIL. Pffits 400.00 li s1 ancP . 1.642.25 0 44 ekk**** * *al•. * *4AkA•AA *AA *sl1 %*h.Nksl* k** kk** AA *s1* * *Ail*k *isa *st ?kk•k*4—A4: Account' - Code Oesor t/t AQioRlii: 000/345.830 PLAN ; CHECK - RES 4 u 0 • 0 " 5265 O6/20 9717 TOTAL 2004.00 Payment r . 741 ' fi p;* x ! : {' tClIMIC t . r * * * * * * * * * * * * * * * *. * * * * ** CITY OF TUKWILA., WA * * * * * * * “** *4,* * * * * * ** TRANSMIT Number I0100 Pavment , tleLhod: CHEC Pern1it Nog Pt'r•c:el Na: Site. Address: * * **'4 * * * ** * * * * * * * ** * ** Account 000 . '000/3,45. 0001386`. 0'00/342. 412/32. .000/.322. 000/345 * * * * ** *• her * * ** * ** * * * * * ** ** *'her ***** * * ** **'h* TRANSMIT * * * * * * * * * ** * * * * * * * * * * ** 268 Amot r)t: 1.858.45, 03/01/01 11:58 K Natation: DUJARDIN DEVELOP Init: TLB 02000-197 Tube: DEVPERM DEVELUPt4ENT PERMIT 261200 -0070 4218 S 137 ST 1.858.45 Cede Descriution . 100 ” BUILDING - RES 83() PLAN CHECK UTILITY 504: STATE BUILDING SURCHARGE 400 3P FEE - UTILITY 400 INSP FEE STORM DRAIN 100 LAUD ALTERING PERMIT FEE 830 LAND ALTERING PLAN CHECK Total Fees: 2.'258.45 fatal ALL Pmts: 2.258.45 Balance: .00 *********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** .taunt 1.676.`_95 20.00 4.50 15.00 15.00 8950 37.50 1203 03/06 9710 TOTAL 12389 .16 fs;yr r ,a '.� Y," INSPECTION RECORD' Retain a copy with permit INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 coo - 197 PERMIT NO. (20$)43- -3670 FI ✓Ict / Project:. Os- 1 Address: Special instructions Type of Inspecti Date called: Date wanted: a.m. tc). —J- / - 0/ p.m. Requester: SCU� Phone: pproved applicable codes. AA 4- Q.Ovv, p L'4 f Corrections required prior to approval. Date:) — 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: - Date: ,.. £Co.L ∎ i? rnt{F vctitit iaki.xt9:.�l fidud36k;53 k ilt:AI sASZ:9444 Z 6 00 to 0 w w O g D _ d w Z I— 0 Z I— 0 = V i I- F- U. O Lb, H O 1- z . COMMENTS: , ' . • I.) i _ 1 vi t rti i V WI ii 01 p r rnOct I kr eqt ); reit r 7) We CA er t I I C:r V4 — NAVre Pei -- rert - 0 \')Ci ( 4 ) vrel'ini (koc)v 1A-P I° d e4 3.) ‘■ )DIcc,k N I A \r)0 sem evrk- ail) P.m.' ) 7 17 4■15 ,Srur\ c:t de k...t.)t 0 ot.+. I': L I-) SeCUY't. 1A,5tJA4 ;01" -- cr-Oir or r ec, I : ! I+ • • • 0 c ' AV' , v tiv cci--' c e ■ ■ trv eevve-A-y-cv vosp --1-0 ■ielfi-C-.1 1 II (',_ I'M rc:vice- - AkVe ( 7.) )l or ird Ftic,-Ietn wr -- i I - 7.) Co le.-4 )..■ rv ci ()two( per '1 - 1r a r rnkkev(- i p (4.) e eil■r-9 v,,,o\c.,-4:10v,- 0 p jec . vieuy. Lcf 7 e of Inspar-lion: T 4 1 Date called: ti 0 IR /or Special instructions: —.. (017) Date wanterk. /,,.., / I I WILD i ail) P.m.' Reque e : .S30"—C? (001-f INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. INSPECTION RECORD Retain a copy with permit 1 I 4 Dzoco- PERMIT NO. (206)431-3670 Corrections required prior to approval. Inspector: Date: 1 I_ st) 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: tr '101444.6.C'14a:"404416e4:kaa ' Await' Miga 4 1 took.44aisi 0.7,44W1 Type of rsw ctr - A Date called: H ! a Date wanted: / /, /0/ a .m. p.m. Requester: Phone : ii 5)319 -c2 77 Pro'ect: p,,*erUteGaff �+d� A dress: g ? 151' St Special instructions: Approved per applicable codes. COMMENTS: Vi MININFiro ul �.0 Corrections required prior to approval. kito-- 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reins section. et INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 I TXoo0-l97 PERMIT NO. (206)431 -3670 rG w 0 0 !, u) w t—' N � w O 2 J : In a =W '. 2 I-0 Z o , — 0 I- ID W — O Iii — 0 Z INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Add ess: Special instructions: Type of Inspection: Date called: Date wanted: Requester: Approved per applicable codes. Cofrections required prior to approval. Date: Receipt No: PERMIT NO. (206)431 -367 J, '$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule rinspection. Date: ,S'k�JS t. �i. l: lt��. e.. 6�`' fS, �dv�C �csw? n4C' siYYY :1:3'.n2F�'.'- w�:t:riW+�.++sw . c�: wL�a�' de: R73" �wLt2:.. er: l.::,: �cY. bb4S;; r6n5�' s ,..a°'�.cK }.'l.�rui•'^�M.1 "•�d 11 .va:4`ae:sSt2 ss I.;6 441.a. ',.a +'imMvknYta;wuduti'X.•ti4 Z '( V N0 : N W w O g Q: H uJ Z �. Z0 0 UJ j i U � O 0 F- = V` = I 11 Z z Special instructions: nspector: 0 REINSPECTION FEE RE 300 Southcenter Blvd., Suite Receipt No: UIRED. Prior o inspection, fee must be paid 00. CaII t• schedule reins section. Date: _,.,.x,.....,..r'....- ..rte -r ..- �rn��g.'m•„ -^'• .� INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 12k pproved per applicable codes. INSPECTION RECD Retain a copy with permit b2boo 111 PERMIT NO. (206)431 -3670 Corrections required prior to approval. -;; �" 1 i t �3:dG�iakY3` alatr Hits '..i?Ai .,iozai'�' i ....h ,,k�L Proj c : o f Y Vier.) -L0-1 T p of n pection: ,L //Ins L- Lk/ e t s 0 S ( Sj- Date 7) / i ` f� v Q4^ , Special instructions: Dag vi/,r�gd� / p Requester: P-- x-- *0 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION,REC Retain a copy with permit PERMIT NO. (206)431 -3670 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: L u,E44."." Date:9 __(3_p/ $110 REINSPECTION IEE REQUIRED. /or to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Date: Receipt No: x W� � �".�:�':nr�`3er + �i��i' C:' J• '' Y ` YAWL�1Y� .�� \' ".�."' ,�.»i: �' .�_1�,�:7i:nb�F . �" ia, F. 3. i�4L�' "a`3�i��1tJ:..':7�'ilaxL.�*}�� , 3..; 4- �v,.+ iil. utsi; isL�„ VJ_ 3i1e�Cdul.{ �l+. rd�?< slJainlSLycF+.>; �f iiti3L', Y. er,}; iri.! 1' � ,+fa'.tiii�(11,�i1W*S.tl.�4"... %.rRR�`r3iP!•�;;?+f�' hi iv...W4... `sf 8n� k4 a�4 'na:xc ante L!', X Approved per applicable codes. INSPECTION RECO Retain a copy with per INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 1 .620 0 0- 9 PERMIT NO. (206)431 -3670 pS L'C.ef 4-t) 7' "q' p,::12:17g s • 4 3? 1J S7' Special instructions: Type of Inspection: Dae 1/49 / Dee 72 d/ Requesteyzi / Phone: Corrections required prior to approval. COMMENTS: Cu,J t.1L Date: 9� I $47•00 REINS ECTION FEE REQ ED. Prior to inspection, fee must be paid at, 6300 Sout enter Blvd., Suite 00. CaII to schedule reinspection. I Receipt No: Date: . f kl } r A . L' :A�f ;k,i FS:6w.kXiGt rfi. � it #4 7,11 4R'+,'i"4 -v a likkY -ii c ��11S :�6aw. 'v. "x`SA hy.. ..`"�'�:ti��I��yF.M�.�� y A IN fi14.iiAt "'twt ih :far.: de "sub t'F£au' z ce W , U' OO : y 0 CO ILI w 0 J: N CJ W O ` r Z 1— UJ U 0 '0 N 0 111 u O i . IJ • Z co O z COMMENTS: 4(4 W f % ( � 4 ` IGt h t fO 10 SVepOr'}' 1S4Cittr5 el r Ct � Ai titn tMG I v, -c liMr - O \00& Pn Qh +. ` f ; ,,d " � ha S�+rP►" . 7.. &� 1,30( I 1 !'.ncc J � 1 Y1t°PtXS �, a i �' ` - 3.) j PtM -Pw"k. 1-, may") o %1 S,Si /AT- '''''''\ cost C...,V ) -14-1 c)P r 0 coA '- p re) v ■ A P €91.i I VA ■ 1'i.) 5 - c , 4 vt�,. ( .41 h \ Di 99 vviyt+ '«\r 4)-,1 yv\U f In 00 ►r S 1 NP�w r (A) 4_4 15 OK r\5vla12; LOCI US Pr }ect: =a , T y of Inspecti 144 ! Yr� xs 1 � �'� s D ate called: /5/0/ Special instructions: Date wanted: cy / Requester: ........041. P1 77 -5 3 I g Z Gv7 7 o INSPECTION NO. CITY OF TUKWILA,BUILDING DIVISION 6300 Southcen J,vd #1 00, Tukwila, WA 9818 (206)431 -3670 n Approved per applicable codes. lh,! Corrections required prior to approval. Date: G , d $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No:. Date: `� 'sc`Ci 2t', X 1 4 ..GL.i'L `1.s fi ` , .-. 3.sAri•�''..itt,;:2�1 'qtr +•d «� uc..uihii:ia > »..:Wti.4.a c. tidih ",.Ya6a25r'.a1:R.;tiEY'.�cfi 'n ,:S4ww3?!;«t�t.J+.w.rixJ�Stvii Pro' ct: r v�7� - Type of Inspection: , i ttidtruil G ,f1 Addr s 8 5/3 7 Date called: � g _ b- / Special instructions: Date wanted: B —Z / a.m. p.m. Requester: Phone: INSPECTION , RECD Retain a copy with per INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Oz000- /99 (206)431 -3670 VS Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspector Date: L $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: y r k k v � pt ti 1���h<r �� ; Ifs }�, � 4 4 iiry ^ ;1.'f. , F� wi h y�{r .x. t. �p u��'�.u'� =. tii�] i.' i�' ���9Y. �. �4: �' Wy Y3:$ �. �Xi�t'✓ t1Cl��. k� iat��S�ft .'.1�it4+a9.vsa..•.u:h:� A:]�M.�Z ..i.'�.2'N1 fS:4 \d�:m9Y'[i`� "��, :.W.SCroAlivi?a..�id4ih` : d r S`s'Fa.tS. Approved per applicable codes. INSPECTION RECO Retain a copy with per INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Daebo 7 PERMIT NO. (206)431-3670 COMMENTS: •->V 3 • A4A-7/- 4244 • ra Corrections required prior to approval. El $47.0 NSPECTION 7 E REQU ED. Prior to inspection, fee must be paid at 6300 Southcenter Blv ., Suite 100 Call to schedule reinspection. Receipt No: Date: agelktrgi;.' 6 kf, 144111,44 aiviikai4.‘441144X1m4a1/4 • *r k striAkiW lokigkk ' k,b41:04. :th..440; f. i'', — , — L- 47 f . / Tyge of Inwection: 4Aaii, Address: 13 -7.3i-, t..ft'2 So. , Date called: g ,.. a 0 / 7 Special instructions: Date wanted I i 'ye I n t irfr). lcZr Req r: 04 4 e_a....4 Pho e: Approved per applicable codes. INSPECTION RECO Retain a copy with per INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Daebo 7 PERMIT NO. (206)431-3670 COMMENTS: •->V 3 • A4A-7/- 4244 • ra Corrections required prior to approval. El $47.0 NSPECTION 7 E REQU ED. Prior to inspection, fee must be paid at 6300 Southcenter Blv ., Suite 100 Call to schedule reinspection. Receipt No: Date: agelktrgi;.' 6 kf, 144111,44 aiviikai4.‘441144X1m4a1/4 • *r k striAkiW lokigkk ' k,b41:04. :th..440; f. i'', Project: .� � US trv�Pw Type of specttiionna 1 1 h&R ( Address: 2- I S t V/ St Date called: 7 Special instructions: Date wanted: a.m. Requester: r / fl Phone: INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 0 70 rG r 4 V-- Inspectors ) Date: —7_101,—(,.) 1 fl $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: �f,aGvr�� !!tu 0 UO co 0 WW ` fn IL, Ili O LL ci W '. F-) LU 0 , 0 u'' , 0 t— r . U. o 11 Z : U N 0 i::adc7<:!e'vi INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Project: lA " L. f�dd�s� /? S-1 Special instructions: Zype of 1-<ob j4'■E'clihlrr, NC'I'Ir Res r Phone: y0-5 3o- -eIefio` COMMENTS: lInspector: Date: PERMIT NO. (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. - '241)7 v v 0 $47.00 REINSPECTIO EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Receipt No: I Date: : &,t- vv4 A:!" 44/1 Sit' ".fuX& •gi.. Y. ?„r^..+ti....BkirAKiai:ti" gita lr-g :as L: tLw& Y lIt:aWaSs6411'r iaJN« it41' 41,+4 - '4.? b? CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100,.Tukwila, WA 98188 7i (206)431 -367 r P ject: cis r�� �,�- pe of Inspection: one re -1-e.. <- I a b Address: y2,$ 5 /37 5 Date call d: co/s - / o1 Special Instructions: Date w�nt ` -, 1 e ster: / Re ue Phone. 1/Z L / — yid Approved per applicable codes. Corrections requiryd,prior to approval. \ \ -\ C OM ENTS: ,.., ' \ 0_K i7 !1 milt 65 •1/4/\ °L .1(1. r (docv r3nt4s L... Goa I1 oLt 5 , V4 4 t.trti lA tk dl-' S t 6 • v1/4 5.LC. Inspector: r , I # Date: L 10 c5 INSPECTION REC Retain a copy with permit $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid .: at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: 1 Date: t� ,,! g ®gY�`s k6. ?}. ti.' e y.�f �. tl ��. �w. � r L,�O 9a.. � �g ya L. � ' '- , `�:`�,yo :��,4�ef•+� sitiiY.y '' .•: is .+. '+'.�iS� tFJ, �4.. ve"Ta «LS k31eL'�iYLSe� }is '.11 ' :HA�'.^:1t. 7erl�Yra�i:"1: iA:iCUf.�' fr a., >..� ! ,.4.A,r..�..iiiL,db.iu:&,kbL��x . J. A�Y�aXdiif. K.tJiihs.,a�w'J't:ir.3wvwL.b++` Jk1isutiNd V ccfl- 1tri PERMIT NO. S4 . z UJ: 0 . to N w w 0 LL Q' N D' = CI W Z 1-0 z � w w : D p' O N 01— 1- H ' U Z 0 -i 0 1 - O Z Project: ?5r74 v /ati Type of Inspection: 5/) Address: y ?/,' 6 / 374 Date called: 4A0) r Special instructions: n r n f�[/ ! Date wanted: a.m. P.m. Requester: C � / ADried Phone: INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ) Er D -/97 PERMIT NO. (206)431 -3670 Approved per applicable codes. 111 Corrections required prior to approval. COMMENTS: Q, / Val"' Inspector: 67 V Date: /3J()/ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee m st be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ;;Illt+a},k?wkL� a _ ,• :,.ckvN^ . fa Alai ` nw;str Pro ect: S7 - L o-f 7 T of Inspection: out i1'l(: • rrlfIS- Address: ��iZ 5" /37 Sr Date c Iled: c f l • Special instructions: Da't /3 ted: D R r) f INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: INSPECTION RECO Retain a copy with per ci Vatis •. bk . '. o&_ s C1rSCAA,/ PERMIT NO. Date: Di (206)431-36701, . (11 U $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: L '• � i �R,M ' rt �'.fJL:iCfsdY��'4�L� " ��� Z ��Rn:��� v :�'�u`)ST::Il'T�;`44:.Fi1:31Y " ti l(�� N '� �. ' t: , 1 4;...Sfei/V/e' tA..) — t. 04 7 e ° tion f Inspef ; t a iivrin*A.7 (4-17// pa: 1.4zig 5 /37 ' Date caljed: / i --..-/-7.d/U / Special instructions: a.m. Dtevint / ) Pk-i i Phone: — 121 -o.qo (:) INSPECTION NO. / INSPECTION RECO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-36 ....." Approved per applicable codes. E Corrections required prior to approval. COMMENTS: e4 no re) 1) PA 4 inspectorr0 nivirr Date: R $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: . , • ,T („1., ' 44 , 47i4a . M.L.1144 , 1 • ."''" 'V644 4'4.•«',A1,0P avult,A,41.440,441,14:1; Pro'ect: A''o * r eU -1- 1— 7 T of Insp.ctio tet cf11 ort t S Address: l L a i/ it /37 Dat call d: qi� - ik 1 Special instructions: Date wa ted: 3o Q 1 a.m. p.m. Requ ster: Phone: INSPECTION REC Retain a copy with per INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. j - PERMIT NO. (206)431 -36 Corrections required prior to approval. COMMENTS: C rrPC- t non g — k-.'<rp )0i0 al'pr(Vecd 4 Date: ` 30, 0 1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: r • =i' *i}. .rl h3✓3 .' �::s -':.'� a "Y we '{ i' +ate ?�. Lr .,�: r a d. ?I �+vf"�8��:i..4tij�2+.�lAt� �W itiS41.•ttibi.Fi':4G:ti.L�. �. A'��Lit3s�.�'1 „ra:Nxi�.hv�` "'Eti.:`i v 7ro..'. eii ..3.r Project: . ,..„ FILSiervieiJ — Lo 7 Lype of Insgection: 1-00-vat Frr f 5 Address: Ligig 5 /57 if Date called: 11/2evoi Special instructions: Date mnted: f q 47 7 / a. Requester: Phone: 2040- 2g7— o3g o INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 111 Approved per applicable codes. COMMENTS: L.) ' fcr(ti 4 a_,-) SOi ijc ( j9 (,004,t L ett iekr 5 D) cipavAtele-e s±e.e I -1 ■ A.)(7/-0-, in vo.€4 1464- 5 Inspector: - 1 . 1 111 - INSPECTION REC Retain a copy with permit • • Dzbon-N PERMIT NO. (206)431-36 Corrections required prior to approval. Date: 0 1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: '• 1.-o 4 =. 2. .61o1' 441'4,:adi3Oftagettolkilo ' 'roViAdAk El Approved per applicable codes. INSPECTION RECO to Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 IO 2/? 7 I PERMIT NO. (206)431 -3670 Pr jec S T t VI,tU Address: Special instructions: Lo7 Type of Inspection: Date called: - / Date wanted: 1' 1' a .m. p.m. Requester: `! Phone: El Corrections required prior to approval. COMMENTS: pf V/2- a/ rSP Lsil � (P 4,4 te) o/ CSC cif Inspector: Date:3r2 ?/0 ( J El $47.00 REINSPECTION EEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: • r Reta=im cu-rrent -inspection- schedule Needs shift inspection r'."` -- Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: d Signature 'FINALAPP.FRM Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206.575.4404 • Fax: 206-575-4439 City of Tukwila Fire Department Project Name F t er"'"'-11 .,--) TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. Steven M. Mullet, Mayor Thomas P. Keefe, Fire Chief 4 1 ' Zcxx)-- Address Suite # z 1 QQ � J U U O . CO ILI J = U) u. wO g Q co _v I- al H0 z I UJ U 0 ' 09 H wW H H IL w Z U =, O � z Jamieson Consulting Job No. 20181 RETAINING WALL, FOR FOSTERVIEW ESTATES TUKWILLA, WASHINGTON CITY OF TUKKWILA SEP 0 6 ?flRO PERMIT CENTER NOTE: This stamp applies to the members and assemblies described in these calculations only and is only valid if it is a wet stamp. JAMIESON CONSULTING CONSULTING ENGINEERS PROJECT MANAGEMENT 733 7TH AVE, STE 108 KIRKLAND WA 98033 (425) 803 -2581 FAX 803 -3289 JC J.AI1'IIESON CONSL _ZING Consulting Engineering & Pryect bfanngernent 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 1 ' ^5) 803.2581 • FAX (425) 803.3289 INPUT 35 0.267 4.67 50 0.67 0.67 0.67 0.67 JCS NAME R27 .. JCS NC. TYPICAL CANTILEVERED RETAINING WALL NAME OUTPUT UNITS EFP # /ft3 Cf a w4 w toe heel Lf fs fs2 Lf /3 X 2Lf /3 Fk FS Mot Mr Mu W w2 w3 x1 x2 x3 x4 5.34 2.01 1,495 1,732 0.67 0.42 1.34 499 207 1.519 888 1,349 1,010 1,094 375 467 202 1.67 1.00 1.00 1.00 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # # - ft # - ft # - ft # ft ft ft ft 5G0 rt)f 4'u= /tDK' d- 4" C c,� por/NI spos doetz. 45= 2 #¢ ar= / & " ,oOz ,D367 41 t /4114' Lea( - =40 Ks/ / 9 f ri At Caz) 1,7 6207 ) = 21 COMMENT Location of resultant force 2.0( v� OATS SHEET N0. 0: S 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 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 e ti s" S" 1 (?f.o �Z) #4- SOP it %"_111 11 4 l r�G /Oo,C. CgiWgz it/ w'- rt 4J C.gv ''o,C, 8EX, 5 (3) #4 coei co 0 o u1 w 0 ' J. u . 3 ' ° mo w . z � 1— O Z O N' w w '. lil Z v N. JC JAMIESON CONS .TING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803 -3289 INPUT 35 0.267 5.33 50 0.67 0.67 0.50 1.33 NAME OUTPUT UNITS EFP # /ft3 Cf a w4 w toe heel H Lf fs fs2 Lf /3 X 2Lf /3 Fk FS Mot Mr Mu w1 w2 w3 x1 x2 x3 x4 6.00 2.50 1,643 1,724 0.83 0.65 1.66 630 180 1.871 1,260 2,358 1,502 1,685 851 533 251 1.83 0.83 1.25 0.83 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft # - ft # - ft # - ft ft ft ft ft �G = 05G0 FS/ - 4'=2s/ /(4 /, 5 K ' M/ 5rEEL C/iZe 551/0 FOX 5L10I 23 1/ Ma Z -111 ItY izo,50 1, 7(, /B� 2 -5 .1 JOB NAME FM V I &W JOS NO. DATE TYPICAL CANTILEVERED RETAINING WALL COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing BY 1:;6 Z SHEET NO. OF 1� ( g o Ce(- c6 w 0 O N 0 w wi LL w o ;. gQ mt ° w z � O z U � O H H Vi u- O ti z U y �_- H O z JC JAMIESON CONSL -CING Consulting Engineering & Project Management 44 301 KIRKLAND AVE STE B.1 • KIRKLAND WA 98033 I "' ;) 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 tc = 2x0 pst ir:40 o f N(u= 34,7P/ 4= D,3/,4) o, . F//t , ' fi / /,99K' //4 5 SLro/ t) &' pomv6 S44A)s �- , JOB NAME JOB NO. 20r0i DATE COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety = 1.5) Height of earth above "base" Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment • Resisting moment Ultimate moment for c ncrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing 0. ow N p tir SHEET NO. BY 1›. OF IPb.O 1 /Z cz-E,42 4J (5).e4 4 J7 2) Tor: /0" re 2 V O , u) O w O w o z � z � U O co D IF- w w Z fa co JC INPUT 35 0.267 7.33 0.67 0.67 1.33 2.00 JAMIESON CONSt PING Consulting Engineering & Project Management •,301 KIRKLAND AVE STE B•1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3289 TYPICAL CANTILEVERED RETAINING WALL w/ 50 psf vehicle surcharge NAME OUTPUT EFP Cf a w toe heel H 8.00 Lf 4.00 fs 1,770 fs2 1,831 Lf /3 1.33 X 1.09 2Lf /3 2.66 F 1,487 Fk 687 FS 1.754 Mot 4,330 Mr 7,595 Mu 6,189 W 2,994 w1 1859 w2 733 w3 402 x1 3.00 x2 1.66 x3 2.00 UNITS # /ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft JOB NAME v i 4 J05 NO. DATE SHEET NO, OF COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety = 1.5) Height of earth above "base" Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force �� - ZX'Psi 9 r4c2 k/ M a= d=" 45. 0,37 "J / F///7) ►l / // &- /2 da, c, 14= 2, 6,5 K' 1-1= 5'25' - ,TI/IG SP47VS l-/Ozz , L = 22' / h 4 4 ' ,b =8 d= 42# f3" f/v Z ( C) � s"x 20 I e l BY 7).1 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 411 1 4/?6.O • J JAMIESON C 1:1. NS . STING JOB NAME tCJ t ZV Consu lting En Project Management i Z JOB NO. Z� r EY -4901 KIRKLAND AVE STE B•1 • KIRKLAND WA 98033 C ('^I) 803.2581 • FAX (425) 803 -3289 DATE SHEET NO. 1 OF CANTILEVERED RETAINING WALL W/ BASE SLAB INPUT NAME 35 EFP 8 a 0.67 w 0.67 t 2.08 toe 0.67 heel Lf fs fs2 Lf /3 X 2Lf /3 FS Mot Mr Mu W w2 w3 x1 x2 x3 g..05a, i iz.-.40 Ks, /J/u= 6,D7K' d 4 2 374' 4s 6aorc r /NZJ t roe #-4s ( 'o, C, 4= 245 b , �. OUTPUT UNITS COMMENT # / ft3 Equivalent fluid pressure ft Height of earth above base slab ft Wall thickness ft Footing thickness ft Length of toe ft Length of heel ft Overall height of equivalent fluid ft Total footing width # / ft2 Soil bearing if X is in mid 1/3 # / ft2 Soil bearing if X is not in mid 1/3 ft ft Location of resultant force ft # Total horizontal force Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing 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 \), # - ft # -ft # - ft ft ft ft s • • / tI 'I �i 1 5/P8.b (i)t.el- 10p 11 z cc 2 U O ; (0o+ w111' w 0 ;. g Q = v w Z I- 0 z ILI LW U0 0 - w w H O 111 z ` o F=ms Z JAMIESON CONE ZLNG Consulting Engineering 8 P-oject Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803-2581 • FAX (425) 803-3289 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 0 x2 2.58 ft x3 2.08 ft 2500 Psi 4 = 40 K5( #4 l� Ksl #5 /l la= 9, 92- 4-1 6' 4 = o, ll .# 5 Aso sto.c, JOE NAME FOS7 IE W JOE NO. ZO re/ SY 1.1›J z DATE SHEET NO.. CD OF • L . Co) .44 wP (i(F.: fIr „ r L /o DrG = g ,t /1 y JAMIESON CONS. _TING Consulting Engineering & Project Management .t 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 '' ^5) 803 -2581 • FAX (425) 803 -3289 INPUT 35 12 0.83 0.83 3.17 1.25 r- Tst NAME EFP a w toe heel H 12.00 Lf 5.25 fs 1,850 fs2 1,954 Lf /3 1.75 X 1,35 2Lf /3 3.50 F 2,520 FS 1.527 Mot 10,080 Mr 15,397 Mu 17,136 W 3,948 w1 1800 w2 1494 w3 654 x1 4.63 x2 3.59 x3 2.63 OUTPUT UNITS # / ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft 4 .4o ' xs( #S 47/7e =f3" 4= 0,534 F //uv , l /" FO 4s /21O,c, 7 n /V'u = Oc‘ JOB NAME JOE NO. DATE SHEET NO., 7 , 0 "r 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 (12Q pcf) Weight of wall Weight of footing a 20 /8/ BY -D,IZ • • 'r PPIS. 0 (2.)4 'TOP • /0,4 / 3 C JAMIESON CONS _TING Consulting Engineering & Project Management •t 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803-3289 CANTILEVERED RETAINING WALL W/ BASE SLAB and 50 psf vehicle surcharge INPUT NAME OUTPUT UNITS COMMENT 35 EFP # / ft3 Equivalent fluid pressure 12 a ft Height of earth above base slab 0.83 w ft Wall thickness 0.83 t ft Footing thickness 3.33 toe ft Length of toe 1.83 heel ft Length of heel H 12.00 ft Overall height of equivalent fluid Lf 5.99 ft Total footing width fs 1,981 # / ft2 Soil bearing if X Is in mid 1/3 fs2 2,059 # / ft2 Soil bearing if X is not in mid 1/3 Lf /3 2.00 ft X 1.61 ft Location of resultant force 2Lf /3 3.99 ft F 3,120 # Total horizontal force FS 1.584 Net factor against overturning Mot 13,680 # - ft Overturning moment Mr 21,667 # - ft Resisting moment Mu 23,256 # - ft Ultimate moment for concrete design W 4,966 # Total weight on footing 7 4..._ w1 2727 # Soil weight on heel (120 Dcf) w2 1494 # Weight of wall w3 746 # Weight of footing x1 5.08 ft x2 3.75 ft x3 3.00 ft -� z PS/ ¢D / e5/ 4i4 Sao ,psi A g ==744 5e 5 "or c , , � Aiz) 4 >7z 4 @ /o ror �`� '�' k oq- co 5"Gtiefi JOS NAME i ?' 7 JOB NO. f ff BY ° V "- DATE SHEET NO.AL OF AL_ o 3 ICY NT 5 C4-roP VS (' r 1 4( 1 1 te/ I�I 4 /otolct II tl S� GZ&O C HorC, 4 x 3 ; (7) 04- co><Jr • T IF�telm'xr :+lnsarao mRVv„ mx w7a »nr+.r "n , ....,.. —„Y... „_.aowramp�+:t YY°m""q'nriD .f C JAMIESON CONS .TING Consulting Engineering & Project Management . KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803 -3289 INPUT 35 0.267 7.33 50 0.67 0.67 0.67 2.50 TYPICAL CANTILEVERED RETAINING WALL NAME OUTPUT EFP Cf a w4 w toe heel H Lf fs fs2 Lf /3 X 2Lf /3 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 UNITS # / ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft 71c = 2.5Co lost Ks/ a - 3,9 dz.:6" , = 0,3„v 4 e_ellocc, F /,,vD , / /t / # . Gr /lv'b. c, li /,99'`' 1 =5 /(b i pup /AJ& - /W77 tt SPA, s f-/0/Z. NVT OF PASS /1/E JOB NAME JOB NO. DATE COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing If X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete desi Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing f o tt 3 0 • BY SHEET NO. OF (2)11 4 ToP • 4 -4 p< 3'0ll e' . e, ().i4 owT , ... . _..._ .,......... w .n...e.^wf++tigMe.M< RY41"M4:d.MTIMYlfMN/MN+tMMMMM V"Ps•Mftttq W raw. JC JAMIESON CONS, LTING Consulting Engineering & Project Management J 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803-2581 • FAX (425) 803-3289 INPUT 35 0.267 9.17 50 0.67 0.83 1.00 3.67 TYPICAL CANTILEVERED RETAINING WALL NAME OUTPUT UNITS EFP # /ft3 Cf a w4 w toe heel Lf fs fs2 Lf /3 X 2Lf /3 F Fk FS Mot Mr Mu W w1 w2 w3 x1 x2 x3 x4 10.00 5.34 1,854 1,885 1.78 2.01 3.56 1,750 236 2.950 5,833 17,206 7,647 5,670 4038 917 664 3.50 1.33 2.67 1.33 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft �c z5049 ,s► 4D Ksl d u= 765"`' / 5 :0.471 ? / 4@ 5 "orC, 1f „ . 4e/0 ct / = 3 , ( 7 / 675' 410 tT SL(TD /NG Fc T/AJG PiJr /A z, NE r PA / V& JOB NAME JOB NO BY DATE 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 --A___._ Weight of footing SHEET NO. OF It 11"6,0 (z� s#-4 TO? 7 x(( 4'4 &10 .r.t•*.4-L&S f1 4)(3'o" IO'brC, i (lo) 4- cott1r IJJ Li- 00 co w ; w 0 2 u- v w ; F. I- 0 w 2 0 0 ON ': 0 H w W! U. O, CU z = : 0 0 H z JC JAMIESON CONS .TING Consulting Engineering & Project Management '901 KIRKLAND AVE STE B-1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803 -3289 INPUT 35 0.267 11,17 62 0.83 0.83 1.50 4.67 TYPICAL CANTILEVERED RETAINING WALL NAME EFP Cf a w4 w toe heel Lf fs fs2 Lf /3 X 2Lf /3 Fk FS Mot Mr Mu w1 w2 w3 x1 x2 x3 x4 OUTPUT 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 UNITS # / ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft 2590 psi i KSI 6 /3.83 doe" 4,- c14/ ktI 5 c 9'0. c. (6o) /ND ' ''Foe 4/ 4 9''orc, . /I = 4 75 g' frtr, 775' u ijo 4J 7 S - MJG Fa7/ SPM ,0z(z, 10 NoT OF pA v �, 3 CCz JOB NAME JOB NO. DATE 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 ....r Weight of footing BY SHEET NO. OF 12. .b (2)0 0" B " NrS 1 � C Z o W . VO. coo` • w ', w • 0 ga - = Z 1- 0 Z 1- U 0 ; N' 0 H. •1 v Z b Z Kappler Architects VERSION WS INCLUDES 3 STORY Lateral Analysis for: Dujardin Plan #2246 City of Tukwilla , WA LATERAL DESIGN PER 1997 UBC SITE CRITERIA CONSTRUCTION CRITERIA oust AfOfTd9'9lt'I�I' " 4'T "�R" ' ° A N N WIND EXPOSURE WIND SPEED IN MPH EARTHQUAKE ZONE SOILS TYPE WEIGHT ADDITIONAL SURCHARGED LOAD (ie,snow) BUILDING FOOTPRINT ROOF PITCH (over the majority of the upper roof) BUILDING GROUND FLOOR FOOTPRINT AREA UPPER FLOOR SF, PLATE HT. MAIN FLOOR SF, PLATE HT. LOWER FLOOR SF, PLATE HT. WEIGHT ROOF CONSTRUCTION WEIGHT FLOOR CONSTRUCTION WEIGHT EXTERIOR WALL CONSTRUCTION WEIGHT INTERIOR WALL CONSTRUCTION Job No. Date 2/24100 x995 "> OTHER SF, LONG / SHORT WALL '',..0 ,,, ;:; s SF SAIL AREA PLF FOR PERIMETER OF BUILDING UPPER FLOOR WALLS & ROOF (Roof + 1/2 Upper Floor) MAIN FLOOR WALLS ( 1/2 Upper Floor +1 /2 Main Floor) LOWER FLOOR WALLS (1/2 Main Floor +1 /2 Lower Floor) OTHER (Roof+ 1/2 Floor) 99090 -22 SF SF SF Long Wall KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909022_(ExpC) Plan# 2246_1997 -9 Lateral analysis worksheet) ,xls SPM CITY OF T! r\ Note: For portions described in these calculations only. l I 1 ', J; .� ;:;;•. .x ;; �w See sheets S -1, S -2 and S -3 for all details, schedules and shear wall locations. " DESIGN CRITERIA AND BUILDING DESIGN PARAMETERS t; y:0 3 ; at NOT VALID UNLESS NET STAMPED" "B" Default 80 MPH Default 3 Default (sd) Default (table 16 Q) 0 PSF Default Short Wall /12 SF (for rho factor) FT FT FT 12 PSF Default 15 PSF Default 10 PSF Default 8 PSF Default •RVISIO%* 'RYORY/G'P.SYSTIAenosil,k3 ? S'B.t!TORTYti ;+"k?YFTr6e.?i"yworsTwev +M!uo Sit.TYR ,T,Ra C 7/28/00 PAGE 1 vr. T Y OF TUKW S E P 0 6 ?. OOO PERMIT CENTER :,� axrtrrwnc.*ra«rMCm!awYS�arstterd4 WALL HEIGHT Ce Cq qs Iw 249 0.00 0 -15' P= 1.06 1.3 16.40 1 22.60 PSF 20' P= 1.13 1.3 16.40 1 24.09 PSF 25' P= 1.19 1.3 16.40 1 25.37 PSF 30' P= 1.23 1.3 16.40 1 26.22 PSF 26.22 281 25.37 228 22.60 249 0.00 0 REDUNDANCY FACTOR (rho ") PER SECTION 1630 Reliability /Redundancy Factor: P = 2 - ( 20 / ( r MAX ((sq. root of As))) VALUE USED where: As Ground floor area of structure As r max = Max element - story shear ratio square root r max = r (/ story shear r i = element story shear x 10 / Iw element shear Iw (LENGTH) P= WIND PER SECTION 1618 Cq = qs = Iw VALUE USED Ce = Cq = qs = Iw = r max = -1.43 J DESIGN PRESSURE: P = (Ce) (Cq) (qs) (Iw) where: Ce = Exposure factor ri= therefore use Method Factor Wind Stagnation Pressure Importance Factor 1.06 1.30 16.40 1 WIND EQUIVALENT UNIFORM LOADING P = (Ce) (Cq) (qs) (Iw) r i story shear 2277 1 13801 I = ,Fr DESIGN CRITERIA FOR WIND ANALYSIS P= WIND FORCE TRIB.HEIGTH (P) Roof (Upper walla) 10.7 (P) Upper Floor (Main walls) 9.0 (P) Main Floor (Lower walls) 11.0 #N /A 0.0 KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909022_(ExpC) Plan# 2246_1997 -9 Lateral analysis worksheetl.xls Min = 1.0 Max =1.5 EXPOSURE 0.62 Default for B exposure METHOD 2 1.3 Default for normal force method WIND SPEE 16.4 Default for 80 MPH PSF 1250 35 22771 0.17 PLF SF # FT # FT # FT # FT 7/28/00 PAGE 2 (P) Roof (Upper walls) 12 1251 SF 15012 ADDITIONAL LOAD 0 49 29 0 S / S EX. WALLS 10 98 8 7840 F / B EX. WALLS 10 58 8 4640 INTER. WALLS 8 78 8 4992 (P) Upper Floor (Main walls 15 995 SF 14925 S / S EX. WALLS 10 98 8 7840 F / B EX. WALLS 10 58 8 4640 INTER. WALLS 8 78 8 4992 TOTAL UPPER FLOOR WEIGHT ON MAIN SHEARWALLS 32397 (P) Main Floor (Lower walls 15 974 SF 7305 S / S EX. WALLS 10 98 12 11760 F / B EX. WALLS 10 58 12 6960 INTER. WALLS 8 78 12 7488 TOTAL MAIN FLOOR WEIGHT ON LOWER SHEARWALLS 33513 #N /A 12 0 SF 0 ADDITIONAL LOAD 0 0 0 0 S / S EX. WALLS 10 0 10 0 F / B EX. WALLS 10 0 10 0 #N /A 0 DESIGN CRITERIA FOR SEISMIC ANALISYS EARTHQUAKE PER SECTION 1628 table 16bQ.16N BASE SHEAR: Vb = ( 3.0 x Ca / R ) W where: Z = Seismic Zone factor R = Bearing Capacity Ca = Soils Capacity W= Total Seismic Dead Load DEAD LOADS VALUE USED Z= R= Ca = Rw= Rw= BUILDING LOADING 0.3 5.5 0.36 8 6 TOTAL ROOF WEIGHT ON UPPER SHEARWALLS 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls PSFI LONG WALLISHORT WALL WEIGHT 32484 # BASE SHEAR BASE SHEAR: Vb = ( 3.0 x Ca / R ) W STORY SHEAR TOTAL WEIGHT W= 98394 BASE SHEAR: Vb= 0.1964 98394 19321 WORKING STRESS WOOD DESIGN 1.4 13801 # Roof (Upper walls) Upper Floor (Main walls) Main Floor (Lower walls) Wi 32484 32397 33513 hi (Plate Ht.) 30 21 12 Wi x hi 974520 680337 sum Hi x hi 974520 1654857 KAPPI4I9E1/ybt.: Hl1 x/®13 Wihi / sum Wihi 0.4738 0.3307 0.1955 V i 6538 4564 2698 13801 TOTAL FLOOR FORttYVI' ' W 2629377 425 - 641 -5320 9909022_(ExpC) Plan# 2246_1997 -9 Lateral analysis worksheetl.xls *load reduced by half due to plan configuration of front wall being concrete 7/28/00 PAGE 3 ∎......sxlreratR 0611 00 N LU w J W 0 u Q O W . 0 Z H; U CO 0 N 0 I— W I- 0 III Z ' U N 1-Z H 0 Z SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON (F) Roof (Upper walls) (F) Upper Floor (Main walls (F) Main Floor (Lower walls #N /A ROOF DIAPHRAM CHECK TOP CHORD 2 -2X4 2 -2X6 16d SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB SEISMIC FORCE Shear Walls UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS WIND GOVERNS WIND GOVERNS WIND GOVERNS @ 281 @ 509 © 758 # # # FT NOTE: DUE TO THE HIP ROOF CONFIGURATION, THE LOADS WILL BE REDUCED AT THE OUTER GRIDS (GABLE ENDS ONLY) BY 40 %. THE LOAD WILL NOT BE REDUCED FURTHER THAN THE SEISMIC LOADING. 164 138 174 0 M= T =C= # FT # FT # # 550 1 MIN BOLT SPACING 790 1 MIN BOLT SPACING SEISMIC FORCE 54935406.8 1894324.37 ALOW.Ft= 8056992] #FT 143.64 # /NAIL 13188.00 NAILS .331 731.50 # /BOLT 4 • t 12:43 FT O.C. .331 1050.71#/BOLT '� 0 ,< FT O.C. 1008076.33 KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909022_(ExpC) Plan# 2246_1997 -9 Lateral analysis worksheetl.xls 525 13801 (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 1.33 Not included in total 164 138 174 0 281 228 249 0 698.251 # FT # FT # FT # FT # FT # FT # FT # FT OK 7/28/00 PAGE 4 Z 11J UO too to W 9 W O LL Q; (0 3 Z O ' Z I- W ILE U0 O to 0 I- = W r- u.1 O , • Z 0(L) 0 I- O Z V W h Wh F Roof (Upper walls) 13801 32484 10.70866667 347860.328 4762 Upper Floor (Main walls) 13801 32397 9 291573 3992 Main Floor (Lower walls) 13801 33513 11 368643 5047 #N /A 13801 0 0 0 0 SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON (F) Roof (Upper walls) (F) Upper Floor (Main walls (F) Main Floor (Lower walls #N /A ROOF DIAPHRAM CHECK TOP CHORD 2 -2X4 2 -2X6 16d SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB SEISMIC FORCE Shear Walls UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS WIND GOVERNS WIND GOVERNS WIND GOVERNS @ 281 @ 509 © 758 # # # FT NOTE: DUE TO THE HIP ROOF CONFIGURATION, THE LOADS WILL BE REDUCED AT THE OUTER GRIDS (GABLE ENDS ONLY) BY 40 %. THE LOAD WILL NOT BE REDUCED FURTHER THAN THE SEISMIC LOADING. 164 138 174 0 M= T =C= # FT # FT # # 550 1 MIN BOLT SPACING 790 1 MIN BOLT SPACING SEISMIC FORCE 54935406.8 1894324.37 ALOW.Ft= 8056992] #FT 143.64 # /NAIL 13188.00 NAILS .331 731.50 # /BOLT 4 • t 12:43 FT O.C. .331 1050.71#/BOLT '� 0 ,< FT O.C. 1008076.33 KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909022_(ExpC) Plan# 2246_1997 -9 Lateral analysis worksheetl.xls 525 13801 (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 1.33 Not included in total 164 138 174 0 281 228 249 0 698.251 # FT # FT # FT # FT # FT # FT # FT # FT OK 7/28/00 PAGE 4 Z 11J UO too to W 9 W O LL Q; (0 3 Z O ' Z I- W ILE U0 O to 0 I- = W r- u.1 O , • Z 0(L) 0 I- O Z 10 3.5 3.5 2.5 0 177 =UM Z Mo= WaII(DL) Roof (DL) Mr= T =C REQUIRED 4966.08 4966.08 3547.20 0.00 MIN PLATE NAILING 10 INC O.C. 280 280 200 0 125 125 120 0 472.50 472.50 266.67 0.00 1283.88 1283.88 1312.21 #DIV /01 CS16 -30 CS16 -30 , CS16 -30 #DIV /0I 18 10.5 9.5 0 0 253 R1M4 . , I Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 21229.98 19208.07 0.00 0.00 MIN PLATE NAILING 7 INC O.C. 840 760 0 0 0 0 0 0 2940.00 2406.67 0.00 0.00 1741.90 1768.57 #DIV /01 #DIV /0! CS16 -30 CS16 -30 _ #DIV /01 #DIV /0! 16 8 5.5 2.5 0 281 j : P4' Mo= WaII(DL) Roof (DL) Mr= T =C REQUIRED 17972.47 12356.07 5616.40 0.00 MIN PLATE NAILING 6 INC O.C. 640 440 200 0 0 0 0 0 1706.67 806.67 166.67 0.00 2033.22 2099.89 2179.89 #DIV /01 2- CS16 -30 2- CS16 -30 2- CS16 -30 #DIV /0! ( SHEAR WALLS RIGHT TO LEFT UPPER FLOOR TRIB.LENGT Load 168 Ht. 8 O LL 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load 281 Ht. 8 O ur 2 /3DL o REACTION 2 HOLDDOWN UPPER FLOOR Load 281 Ht. 8 2 /3DL REACTION HOLDDOWN UPPER FLOOR TRIB.LENGT Load 168 Ht. 8 2/3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT a a a a WALL SEGMENTS b c d b b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 425.641 -5320 9909022_(ExpC) Plan# 2246_1997 -9 Lateral analysis worksheetl.xls d SHEAR V WALL TYPE d d 7/28/00 PAGE 5 3.5 8 5 0 82 P�G1441/f Mo= WaII(DL) Roof (DL) Mr= T =C REQUIRED 2287.40 5228.35 3267.72 0.00 MIN PLATE NAILING 21 INC O.C. 280 640 400 0 432 672 288 0 830.67 3498.67 1146.67 0.00 416,21 216.21 424.21 #DIV /01 NA NA NA #DIV /0! ( SHEAR WALLS RIGHT TO LEFT UPPER FLOOR TRIB.LENGT Load 168 Ht. 8 O LL 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load 281 Ht. 8 O ur 2 /3DL o REACTION 2 HOLDDOWN UPPER FLOOR Load 281 Ht. 8 2 /3DL REACTION HOLDDOWN UPPER FLOOR TRIB.LENGT Load 168 Ht. 8 2/3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT a a a a WALL SEGMENTS b c d b b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 425.641 -5320 9909022_(ExpC) Plan# 2246_1997 -9 Lateral analysis worksheetl.xls d SHEAR V WALL TYPE d d 7/28/00 PAGE 5 4 5 25 0 0 22j14 Mo= WaII(DL) Roof (DL) Mr= T =C REQUIRED 898.62 4493.12 0.00 0.00 MIN PLATE NAILING 77 INC O.C. 400 2000 0 0 0 0 0 0 666.67 16666.67 0.00 0.00 46.39 - 486.94 #DIV /01 #DIV /01 NA _ NA #DIV /0! #DIV /01 14 13 0 0 0 3o2motpigall Mo= 31451.82 0.00 0.00 0.00 MIN PLATE NAILING 45 INC O.C. WaII(DL) 1040 0 0 0 0 Roof (DL) 1404 0 0 0 0.00 Mr= 10590.67 0.00 0.00 0.00 MIN PLATE NAILING T =C 1604.70 #DIV /01 #DIV /01 #DIV /0! 6 INC O.C. REQUIRED CS16 -30 #DIV /01 _ #DIV /01 #DIV /0! 10 23.5 20 0 0 39 plifilffil Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 7281.95 6197.40 0.00 0.00 MIN PLATE NAILING 45 INC O.C. 1880 1600 0 0 0 0 0 0 14726.67 10666.67 0.00 0.00 - 316.80 - 223.46 #DIV /0! #DIV /01 NA _ NA #DIV /0! #DIV /01 #N /A 0 0 0 0 #N /A Alef MIN PLATE NAILING #N /A INC O.C. Mo= Wall(DL) 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 #NIA #N /A _ #N /A FRONT TO BACK UPPER FLOOR TRIB.LENGT 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load 281 Ht. 8 o: Load 168 Ht. 8 2/3DL REACTION HOLDDOWN UPPER FLOOR Load 168 Ht. 8 w J 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load 281 Ht. 8 W 2 /3DL z REACTION HOLDDOWN TRIB.LENGT a a TRIB.LENGT a WALL SEGMENTS b c b b c c d d d SHEAR V WALL TYPE TRIB.LENGT a b c d KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909022_(ExpC) Plan# 2246_1997 -9 Lateral analysis worksheetl.xls 7/28/00 PAGE 6 10 1.75 1.75 1.75 0 435 LRP Mo= Wall(DL) Floor,Roof(D Mr= T =C REQUIRED 6088,99 6088.99 6088.99 0.00 LRP AT GARAGE WING WALLS - MEETS APA TEST LOADS MIN PLATE NAILING 4 INC O.C. 280 280 280 0 0 0 0 0 163.33 163.33 163.33 0.00 3386.09 3386.09 3386.09 #DIV /01 STHD 14 STHD 14 STHD 14 #DIV /01 18 3.5 8 0 0 7971a#MMII Mo= 22314.36 51004.25 0.00 0.00 1840 WaIl(DL) 560 1280 0 0 0 Floor,Roof(D 1500 2400 0 0 1934.59 Mr= 2403.33 9813.33 0.00 0.00 MIN PLATE NAILING T =C 5688.86 5148.86 #DIV /0! #DIV /01 2 INC O.C. REQUIRED HD10A HD10A #DIV /0! #DIV /01 16 .11.5 10 0 0 379 poitimagiol MIN PLATE NAILING 5 INC O.C. Mo= Wail(DL) Floor,Roof(D Mr= T =C REQUIRED 34859.49 30312.60 0.00 0.00 1840 1600 0 0 1450 2000 0 0 12611.67 12000.00 0.00 0.00 1934.59 1831.26 #DIV /01 #DIV /0! 2- CS16 -30 2- CS16 -30 #DIV /0I #DIV /0! 3 X STUDS REQ'D AT ADJOINIG PANEL EDGES 8 3 3.5 3 0 334 .. Mo= Wall(DL) Floor,Roof(D Mr- T =C REQUIRED 8020.12 9356.81 8020.12 0.00 MIN PLATE NAILING 5 INC O.C. 480 560 480 0 432 672 288 0 912.00 1437.33 768.00 0.00 2369.37 2262.71 2417.37 #DIV /01 2- CS16 -30 2- CS16 -30 2- CS16 -30 #DIV /0! RIGHT TO LEFT MAIN FLOOR Load 228 Ht. 8 O u. 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load 509 Ht. 8 ug 2/3DL REACTION HOLDDOWN MAIN FLOOR Load 509 Ht. 8 2/3DL REACTION HOLDDOWN MAIN FLOOR Load 397 Ht. 8 2/3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT a a 3 X STUDS REQUIRED TRIB.LENGT a b TRIB.LENGT a WALL SEGMENTS b c b c c c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909022_(ExpC) Plan# 2246_1997 -9 Lateral analysis worksheet) .xls d d d d SHEAR V WALL TYPE 7/28/00 PAGE 7 z 6 0 0 fn 0 N W` H: W 0 ` L< _ I_ W T z � ; 0 z H' U 0 0 - 0 W W w z U I . 0 I z 4 5 21 0 0 78 j Mo= Wall(DL) 3133.27 13159.75 0.00 0.00 MIN PLATE NAILING 22 INC O.C. 400 1680 0 0 Floor,Roof(D Mr= T =C REQUIRED 0 0 0 0 666.67 11760.00 0.00 0.00 493.32 66.65 #DIV /01 #DIV /01 NA NA #DIV /01 #DIV /01 10 31 5 0 0 141 Mo= Wall(DL) 35075.26 5657.30 0.00 0.00 ..P11a MIN PLATE NAILING 12 INC O.C. 4960 800 0 0 Floor,Roof(D Mr- T =C REQUIRED 0 412 0 0 51253.33 2020.00 0.00 0.00 - 521.87 727.46 #DIV /0! #DIV /0l NA NA #DIV /0! #DIV /01 0 0 0 0 #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 #N /A FRONT TO BACK MAIN FLOOR Load 509 Ht. 8 C7 o: 2/3DL REACTION HOLDDOWN MAIN FLOOR TRIB.LENGT Load 509 Ht. 8 Mo= re WaII(DL) Floor,Roof(D v 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED MAIN FLOOR Load Ht. 8 w MAIN FLOOR Load Ht. 509 2/3DL REACTION HOLDDOWN TRIB.LENGT 5091 #N /A 8 Mo= WaII(DL) Floor,Roof(D 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED a 14 20 57025.58 3200 0 21333.33 1784.61 STHD 14 0 0.00 0 0.00 # DIV /0 ! #DIV /01 0.00 0 0 0.00 #DIV /0! #DIV /01 0 0.00 0 0 0.00 #DIV /01 #DIV /01 356 IMPARIMS1 3 X STUDS REQ'D AT ADJOINIG PANEL EDGES TRIB.LENGT a b c d TRIB.LENGT a a WALL SEGMENTS b c b b c c d d d KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909022_(ExpC) Plan# 2246_1997-9 Lateral analysis worksheetl.xls SH EAR V WALL MIN PLATE NAILING 5 INC O.C. ARO MIN PLATE NAILING #N /A INC O.C. 7/28/00 PAGE 8 2 re W V 0 ' N l/) LL W 0 LL Q N 3 ' I- 0 Z H ur U o ,. ci WW l .. Z. V y 0 I #N /A 0 0 0 0 #N /A Ii5MWMAyini MIN PLATE NAILING #N /A INC O.C. Mo= Wall(DL) Floor,Roof(D 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 _ #N /A 18 28 0 0 0 4871S;ON CONC.ISI Mo= Wall(DL) Floor,Roof(D Mr= T =C REQUIRED 150034.14 0.00 0.00 0.00 MIN PLATE NAILING 0 INC O.C. 6160 0 0 0 0 0 0 0 57493.33 0.00 0.00 0.00 3305.03 #DIV /01 #DIV /01 #DIV /01 #N /A #DIV /0I #DIV /01 #DIV /0I 16 8 8 0 0 7581WORrinkail Mo= 66681.84 66681.84 0.00 0.00 MIN PLATE NAILING 0 INC O.C. WaII(DL) 1760 1760 0 0 1974 Floor,Roof(D 2520 2025 0 0 0.00 Mr= 11413.33 10093.33 0.00 0.00 MIN PLATE NAILING T =C 6908.56 7073.56 #DIV /01 #DIV /01 0 INC O.C. REQUIRED HD10A HD10A #DIV /01 #DIV /01 8 3.5 3.5 3.5 0 577 P2 :0 I Mo= Wall(DL) Floor,Roof(D Mr-. T =C REQUIRED 22227.28 22227.28 22227.28 0.00 MIN PLATE NAILING 0 INC O.C. 770 770 770 0 1326 1974 1206 0 2445.33 3201.33 2305.33 0.00 5651.98 5435.98 5691.98 #DIV /0! HD10A HD10A HD10A #DIV /01 RIGHT TO LEFT LOWER FLOOR TRIB.LENGT Load 758 Ht. 11 O u. 2 /3DL REACTION HOLDDOWN LOWER FLOOR TRIB.LENGT Load 758 Ht. 11 LOWER FLOOR TRIB.LENGT Load 758 Ht. 11 o: ug o: d 2/3DL REACTION HOLDDOWN 2/3DL REACTION HOLDDOWN LOWER FLOOR Load Ht. 11 758 2 /3DL REACTION HOLDDOWN a a a WALL SEGMENTS W /SSTB28 W /SSTB28 TRIB.LENGT a b b c b c b c c W/ SSTB28 W/ SSTB28 W/ SSTB28 IWPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909022_(ExpC) Plan# 2246_1997 -9 Lateral analysis worksheetl.xls d d d d SHEAR V WALL TYPE 7/28/00 PAGE 9 #N /A- 0 0 0 0 #N /A Mo= Wall(DL) Floor,Roof(D Mr= T =C REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A 14 ( Mo= 16 21 0 0 287 1MR 1 rwsel Mo= Wall(DL) Floor,Roof(D Mr= T =C REQUIRED 50461.93 66231.29 0.00 0.00 P1-4 @CRIPPLE Wall(DL) 3520 4620 0 0 WALLS AS REQ') Floor,Roof(D 0 0 0 0 PER GRADE Mr= 18773.33 32340.00 0.00 0.00 MIN PLATE NAILING T =C 1980.54 1613.87 #DIV /01 #DIV /01 0 INC O.C. REQUIRED STHD 14 ON CONC #DIV /01 #DIV /0I #N /A 0 0 0 0 #N /A { I Mo= Wall(DL) Floor,Roof(D Mr= T =C REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A - #N /A #N /A #N /A FRONT TO BACK LOWER FLOOR Load Ht. LOWER FLOOR Load 758 Ht. 11 o: U w w co O z TRIB.LENGT 758 11 Mo= WaII(DL) Floor,Roof(D 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED 2 /3DL REACTION HOLDDOWN LOWER FLOOR Load 758 Ht. 11 2 /3DL REACTION HOLDDOWN LOWER FLOOR Load 758 Ht. 11 2 /3DL REACTION HOLDDOWN a 14 3.5 14586.65 385 132 603.17 3995.28 HD10A 3.5 14586.65 385 180 659.17 3979.28 HD10A 21 87519.92 2310 1200 24570.00 2997.62 ON CONC 0.00 0 0 0.00 # DIV /01 # DIV /0l a b KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909022_(ExpC) Plan# 2246_1997 -9 Lateral analysis worksheetl.xls W /SSTB28 W /SSTB28 a a WALL SEGMENTS b c b b c c c d d d d SHEAR V WALL TYPE 379,. P,t:. P1 -3 @ CRIPPLE WALLS AS REQ'D PER GRADE MIN PLATE NAILING 0 INC O.C. 7/28/00 PAGE 10 Z I- W 0 0 0 N 0 W = i J 1- w g a; I. w I- 0 Z t - ur 0 to 0 I- LLI = V, H - U. 111 Z; 0 N ; Z WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT FILE: K: \ \KAA \ \99\ \99090 \ \9909022.WS Homeowner: Builder: Site: DUJARDIN PLAN #2246 COMPONENT PERFORMANCE ENERGY BUDGET REFERENCE DESIGN Component BG Wall 2' BG Slab 2' On Grade Slab Floor Glazing @15 Doors AG Wall Ceiling, Attic Infiltration PROPOSED DESIGN COMPONENTS Component Description CH OCT 1 7 2000 ni NU di The PROPOSED design *COMPLIES* with 1997 WA State Energy Code. BG Wall R13 Batt 2' depth BG Slab On Grade Slab R5 2' horizontal Floor R19 vented Joist 16oc Glazing ©11% * *vinyl clr /air -----7-----7-- . Data: Seattle, WA Climate Zone: 1 REFERENCE 689 10.85 PROPOSED 630 Btu /hr -F 10.66 kWh /ft2 -yr Reference Value X U -0.043 F -0.690 F -0.540 U -0.041 U -0.650 U -0.390 U -0.062 U -0.036 ACH -0.350 Value U -0.056 F -0.673 F -0.700 U -0.041 U -0.520 Items in parentheses not included in COMPONENT PERFORMANCE totals. +.; ** Denotes non - standard values - check calculation of thermal value. Page 1 07/28/80 HOUSE ID: 99090.22 Analyst: MATT MERCER RECEIVED Jurisdiction: CITY OF TUKWILA Utility: SEP 06 2006 House Type: Single Family Floor Area: 3196 ft2 pERMITCENTER Area = UA Reference UA 689.0 X Area = UA 270 15.1 28ft 18.8 114ft 79.8 1307 53.6 340.0 176.8 270 11.6 28ft 19.3 114ft 61.6 1307 53.6 479.4 311.6 38.0 14.8 2733 169.4 1307 47.1 30008ft3( 192.2) .NIC�IG11'TI�IxS� WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 07/28/80 FILE: K: \ \KAA \ \99\ \99090 \ \9909022.WS Doors AG Wall Ceiling Infiltration Struc Mass Heating System Type: Make: System Efficiency: Modified Efficiency: Design ACH: Design Load(at 44F dt): Duct Losses(% Dsn Load): Total Load: System Size(Output): Average Annual Heat: Annual Cost: SUPPLY RETURN Ventilation System: Cooling System: SEER: Cooling Load(at 4F dt): System Size( %Over): Annual Cool Requirement: PROPOSED DUCT SYSTEM Wood 1 3/8", solid flush R19 STD Lap Wood R13 STD Lap Wood R30 blown Attic STD baffled Standard Air Sealing Light Frame, Sheetrock walls HEATING /COOLING /VENTILATING SYSTEMS Solar Access: Location Vented crawlspace Attic or garage PROPOSED Gas Furnace DEFAULT 78 % 61 % a 0.60 43682 Btu /hr 9998 Btu/hr(23%) 53680 Btu /hr 80500 Btu /hr (150 %) 169 MBtu $ 946 Integrated Spot & Whole House 0.0 () Btu /hr tons ( @125 %) kWh /yr Partially Shaded Page 2 R- 8.0 R- 8.0 U -0.390 U -0.062 U -0.082 U -0.036 ACH -0.350 Proposed UA M- 3.000 3196 Avg Rvalue Surface Area 639.2 ft2 127.8 ft2 HOUSE ID: 99090.22 38.0 14.8 559 34.7 2313 189.7 1307 47.1 30008ft3 (192.2) 630.3 9588 cc L I U • 0 co a w LL !II r: 1- z F • 0 0 F_ W • V - Z1 c O ' z 46 4 WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 07/28/80 FILE: K: \ \KAA \ \99\ \99090 \ \9909022.WS HOUSE ID: 99090.22 GLAZING ORIENTATION PROPOSED South 85.Oft2 Southeast : East Northeast : Eff S Glz: 3.2% PROPOSED North 170.0ft2 Northwest : West 85.0 Southwest : Economic and energy consumption estimates are designed for comparative purposes only. Actual cost for heating will vary depending on weather conditions, occupant lifestyle and other factors. Page 3 • Kappler JOB NAME: JOB NUMBER Copyright 1994 Associa � s Architects Dujardin Development Fosterview Estates Plan 2246 DATE: BY: 1/24/00 99090.22 MJM WINDOW TOTALS ROOM NAME WIDTH (IN FEET) HEIGHT (IN FEET) AREA (IN SQUARE FEET) QUANTITY (HOW MANY) TOTAL AREA (IN SQUARE FEET) TOTALS (IN SQUARE FEET) MAIN FLOOR LIVING 5.00 5.00 25.00 1.00 25.00 DINING 5.00 5.00 25.00 1.00 25.00 KITCHEN 4.00 3.92 15.68 1.00 15.68 NOOK 6.00 6.67 40.02 1.00 40.02 FAMILY 7.00 5.00 _ 35.00 1.00 35.00 TOTAL MAIN 140.70 UPPER FLOOR M. BEDROOM 7.00 4.00 28.00 1.00 28.00 M.BATH 2.50 3.00 7.50 1.00 7.50 BEDROOM #2 5.00 4.00 20.00 1.00 20.00 BEDROOM #3 5.00 4.00 20.00 1.00 20.00 BEDROOM #3 2.00 3.00 6.00 1.00 6.00 OFFICE 2.00 3.00 6.00 2.00 12.00 OFFICE 7.00 4.00 28.00_ 1.00 28.00 TOTAL UPPER 121.50 SUMMARY TOTAL GLAZING SQ. FT. 262.20 TOTAL HOUSE SQ. FT. 2,246.00 Glazing % 11.7% 7/28/00 9909022 - Glazing.xls ....... , arum„? 41xpo .aRf, `,Sd'HtJmwor fiY,R!P!b57 ''.. pr4'.',n1i7x!.' ?Y'"Nx' Emt-,. A .,,,,,:�t rus`n�s'fies'P.e{�;{ tr w; U U N 0 i N W w . w o co p J' LL Q F. w LU CI r L H� POD w W '. 1- lll _ Z • Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Dear Mr. Fowler: Proiect Description We reviewed the following plans: • Sheets P1.0 and P1.2, Architectural Site Plans • Sheet P2.1, Architectural Plan 1 II i 1 : -11 rl .•i':'I' I „'1 I OCT 17 n' IT June 5, 2000 Project No. T- 1515 -2 Subject: Plan Review Fosterview Estates, Lot 7 Tukwila, Washington - Reference: - Fosterview Estates Summary Report, Geotechnical Issues, compiled by Terra Associates, Inc., December 16, 1998 As requested, we reviewed architectural plans prepared for Lot 7 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. • Sheet P6.2, Site Section for Lot 7 - 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 and garage areas, will be at Elev. 180. The daylight basement level will be at approximately Elev. 167. The basement may be constructed with a slab -on -grade floor or above a crawl space. To achieve the planned finish grades, it is anticipated that temporary excavations of up to five feet will be required. Up to eight feet of fill will be required below the garage floor. It is not anticipated that any significant fills will be placed at any other locatipn on the•lot. Minor fills will be required to create finish grades for the driveway. After completion of foundation walls, excavations will be backfilled. z000 1?7 illittemennererson TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 • terra @terra - associates.com •.Ais• ,'1 "d ,r.94 r kill !ffeMlemla.y •i rla;L ..,, .. Y•WKdffi4MB itin.�k�►TMSZM�MI! i .. =Laiwts�+`+iGtliWxtds°dik'•': RECEIVED CITY OF TUKWILA 5 EP 0 6 MO PERMIT CENTER mo 00 ua H w H ; � r . 0 0 1— al Ill LL F . O u 0 O z Mr. Bill Fowler June 5, 2000 Discussion and Recommendations Based on our review, it is our opinion that the plans are in general accordance with the recommendations presented in various reports, in the referenced report compilation. The following discussion and recommendations are based on our review of the current building plans and•the conditions existing on the site. Excavations and Earthwork The site plan indicates that temporary excavations of up to five feet may be required to construct the foundation for the lower level of the residence. It is expected that the excavation will be made through previously placed recycled concrete and native soil consisting of sandy silt and silty sand. The on -site native soil contains a significant amount of fines (silt and clay size particles). This tnaterial will be difficult, if hot impossible, to work in wet weather. The excavated native soils should be removed from the site or used in nonstructural landscape areas away from the slopes. We recommend that the recycled concrete previously placed on the site be used to backfill all foundations and used as additional fill wherever possible. To prevent contamination, this material should be kept separate from the native materials on the site. As an alternative, imported pit -run gravel soils may also be used for backfill. Foundations The foundation excavation on this lot may extend through the structural fill into competent native soils. These soils are moisture sensitive and subject to disturbance in wet weather. If the bearing soils become disturbed, they should be overexcavated replaced by materials, such as recycled concrete or quarry spalls. The foundations should be designed and constructed in accordance with the recommendations presented .in the referenced report compilation. The foundations should be designed for an allowable bearing capacity of 2,000 pounds per square foot (psf). Walls supporting backfill should be designed as retaining structures and should be provided with adequate subsurface drainage. The walls should be designed to support an equivalent fluid weight of 35 pounds per cubic foot (pcf), assuming a horizontal backfill configuration. .A uniform lateral pressure of 100 psf should be added for restrained conditions. A uniform pressure of 60 psf should also be added for walls adjacent to the driveway and garage. The lateral loads may be resisted by friction between the base of the footings, floor slabs, and the supporting subgrade, as well as passive pressures acting on the face of the foundations. A friction factor of 0.4 may be used. In addition, a passive pressure corresponding to an equivalent fluid weighing 200 pcf may be used. The upper 18 inches of foundation penetration should be neglected in the passive pressure computation. A representative of 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 5, 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 Anil Butail, Principal CP/AB:dvp cc: Mr. J ts, P.S. Project,No. T-1515-2 Page No. 3 407 Apr 12 01 OS:18a Penhallegon Associates Penhallegon Associates Consulting Engineers, Inc. Engineering Planning Surveying Mr. Dave Larson City of Tukwila 6300 Southcenter Blvd. Tukwila, WA 98188 April 11, 2001 Dear Dave, Subject: Staking of Home Foundations Lots 7 and 8 at Fosterview Estates On Wednesday April 11, 2001 our field crew was on site at the Fosterview Estates and staked the home foundations per plan on lots 7 and 8. Locations are based on Kappler Architect Plan Sheets dated June 3, 2000 as established from the existing plat monunientation, please feel free to call if you have any questions. P 1P 991960o 10∎0oa'AJwlutwir34. 10.01 a PW Federal Way Regards, PENHALLEGON ASSOCIATES CONSULTING ENGINEERS, INC. Ben L. Ehrich Project Surveyor Kirk and 750 Sixth Street South • Kirkland. WA 98033 P. 425.827.2014 • F. 425.827.5043 42 827 -5043 p.2 RECEIVED APR 2 7 -2001. BUILDING DEPARTMENT Cie Dim ` FOOTING EXCAVATION FIELD CONDITIONS NOTED / 71i... L 4CI /1Z. C.. J "00 77/V6 47Z it .5 F;c) 7 6 5 GV I'; . (.. :Y-c - 1./A'7+'10 o/2 . /1005r:2'; 5 OA/ LO TS 7 r e 7 IT) 8 l- -z2:'j 7 /Y/COc-w.5L/ LGmi94- 7 ...J 57l:'.(ic7Zie. 1- /LC rlAiD / /`/ p C/)CL s Qp6 7D .v/I :5/ 4....7 G x F 2 G : L : • , r o S v : ' P c 3 r Z: coo ' /:, /30/ 4. / ,v c., c_a ..`i 5. / c Ft 77A/ G ✓ - rc( A Ivo Re:::: f' r'ICYr7 4V ().1 /No". r /Ct I/Ai6. PROJECT NAME: CONTRACTOR: DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: NOTES: ^ /Z 41.4 .3 ;1;A /.v /.^ av /I TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525' Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 - 4334 /`b<C /1 !//4. g TD C o/1 /rr<c:7: , . L7A` ,eN /I4l4i, TERRA ASSOCIATES ASSOCIATES REPRESENTATIVE RECEIVED APR 27 2001 BUILDING DEPARTMENT FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED / -- f6. 0/ PROJECT NO. /S 75' 1 /6.'4c) L07 a PROJECT LOCATION: REPRESENTATIVE: S c C r/ .1c ° ) 5'7)f-Tar.6 -.tee `.,v /k.) re-? or Z, 00c „mss -1 /u/ c 6/A/6 _s . A ,& , ! c..) c Sc.: y /) , ' Ci'vr c) / 2vj , ro,�'r r 77 N 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 . jgils_observed-In-foundati areas due to construction activity or rainfall should be removed prior to con ete placement. + �i ` -►� _ _�� COPY TO: /e.: , J LU /� /,o/ / 4 diecr/ SIGNATURE TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 - 7777 • Fax (425) 821 -4334 • terra@terra-associates.com PZ000- I q- Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 G\' \-C G5y Subject: Final Report POP' Earthwork Observation and Testing Fosterview Estates, Lot 7 Tukwila, Washington Reference: Plan Review, Fosterview Estates, Lot 7, Terra Associates, Inc., dated June 5, 2000 Dear Mr: Fowler: As requested, we provided intermittent earthwork observation and testing services during grading and construction of foundations for Lot 7 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 and basement floor subgrades • Pavement/driveway subgrades October 3, 2001 Project No. T- 1515 -2 Based on our field observations and test results, it is our opinion that earthwork and foundation construction on Lot 7 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 footing excavation examination memo delineating the foundation subgrade conditions noted during our site visit. w Mr. Bill Fowler October 3, 2001 This work was performed, and this letter was Company. We trust the information presented is sufficient additional information, please call. Sincerely yours, TERRA ASSOCIATES, INC. SA/riaAd Ki- 0 (( Bernard,�PAKnollll; T Staff.Engitneer �� y it : utail, P.E ti ":. Pnnci +al " • + ' • ) A .( Enc( Foof:Excavation Examination Report (1) 1al9/c,I cc `M%7o1 fi ICYpr r,, Kappler Architects y for your current needs. If you have any questions or require o)31b1 prepared, specifically for the use of Dujardin Development Project No. T- 1515 -2 Page No. 2 � cs4a'�r -•. w�= , �;1ua:.17d- 4iM+tJ.S1ci.V1 �'N .n.1So i+.ada V • letua) )acvb,iS�d�4F:nd Y1': sJtd;kA�.v".Xb - 'J:•`t? fi .:.c,.aSrair .'.sue r.; Cnw CO u. w o : u. Q N 3 • • ur mow; z � O H . w o Z' ' Z A rt PROJECT NAME: NOTES: t• ; :� ...• t��:l t \`E FOOTING EXCAVATION EXAMINATION REPORT `� DATE FOOTINGS EXAMINED r /t.; - / PROJECT NO /5 2 - O CO O W W O CONTRACTOR: U ✓ % %� CO U. WO DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: � g Q _ W z � F- Z I—; 2 �+ U : O N ' . 0I— IV I— u ~O. UI Z I O 1_ : Z / VIP & Lc, r 7 % 8 /W ti& 5 77 V1 t=r- A77WC, SUr 771 r/ • • //e. Amyl_ Ali r. A ' 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 so]lobsesved foundati n areas due to construction activity or rainfall should be removed prior to cony ete placement. SIGNAT RE TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 PROJECT LOCATION. REPRESENTATIVE COPY TO: 5. 7c eF'1 ,.144o,o RZ C_G TERRA ASSOCIATES REPRESENTATIVE ... o •wormw•Ar,r «ne arm, ,rroworymir•o •ou9 uvvrprrorgonn ! rimep.pwo•tmv..x A /�r c 1..4 SC.c,rr Nileroc 4C.7197447 A/ J4pclre C .-/. FOOTING EXCAVATION FIELD CONDITIONS NOTED ALL 4J.41• L Fix) . 7 - 7 6 "zr -r4 FCs!)T1NG 5 cvl G GXC✓t't/A - 70 -1 0 FOR HO a5U 5 ew 4..vT5 '7 e' 2 ro 6 ..• -7 717 e* co,,,A.4rp-2`/1 . SiRlie: °a2- F'iC.G 4/V C) iry P4_ c s 11) 4 TLS A/477 [/• S/ LTS, xii=c_7T/1 - r6 5c // Z ,CO v ,S 3i 1 ILA A S• .4t.. P x' 77 AlC, .A rrl 1 ; / f #< oel 4v IVCViv` Y, frt. 0,A/ A rt PROJECT NAME: NOTES: t• ; :� ...• t��:l t \`E FOOTING EXCAVATION EXAMINATION REPORT `� DATE FOOTINGS EXAMINED r /t.; - / PROJECT NO /5 2 - O CO O W W O CONTRACTOR: U ✓ % %� CO U. WO DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: � g Q _ W z � F- Z I—; 2 �+ U : O N ' . 0I— IV I— u ~O. UI Z I O 1_ : Z / VIP & Lc, r 7 % 8 /W ti& 5 77 V1 t=r- A77WC, SUr 771 r/ • • //e. Amyl_ Ali r. A ' 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 so]lobsesved foundati n areas due to construction activity or rainfall should be removed prior to cony ete placement. SIGNAT RE TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 PROJECT LOCATION. REPRESENTATIVE COPY TO: 5. 7c eF'1 ,.144o,o RZ C_G TERRA ASSOCIATES REPRESENTATIVE ... o •wormw•Ar,r «ne arm, ,rroworymir•o •ou9 uvvrprrorgonn ! rimep.pwo•tmv..x A /�r c 1..4 SC.c,rr Nileroc 4C.7197447 A/ J4pclre C .-/. PUBLIC WORKS PROJECT REVIEW COMMENTS Project Name: /579f L'IIPSh3*S . Location: 10 File: D2�0 /94 /91 /94 / Action: ben/ed Date: 6 23, 2090 Reviewed By: tG$9HNA SPENCER (2i)433O/7? 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 : !l PLc) cast /Lot dart fevie yo-,b/a d 6 ipt e..vmplefe 5ubmifkJ. Plan sheets shoWihp s;f� 5peci�rc.: sed�ohs CU2d s i fe 3pee. i�c - p- io p vc ../ et -ads are n-i s 5i n c' 2, 51 26e.. 1.01' 4 o/ 7Cosi 5u bdi v, S, bn Shall e b -et.ck 5e z. 3. Cor)./ac,t Val vu e .5e6t,er 9�s e 2- 006c leis ' i� 'r Se .r- de wafer' se-vvi'c e.s hook, u. 5 ,p . +• . r n / O u r re v i 5iob2 re rn i> a // e address ail— f ,u es dise4 ss.ed at th-e ,21, 2000 mems# . wi 'lam 71, - G) 54. ,.� VEtr ce w Uo : N0 ; � w o g a F_ o no 0-` 01- w W 1- ii z 0 P- o I z DATE: June 22, 2000 PROJECT NAME: Lot 7 Building Permit PLAN CHECK NO.: D2000 -197 PLANNING DIVISION COMMENTS 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 B and cannot be constructed until Phase A is complete. C : \Nora's Piles \FSIRVIEW \LOT2REVISION.DOC Project Name: Fosterview Estates Permit File No.: D2000- 1 q'7 Lot # 7 Date: July 24, 2000 Reviewer: Dave Larson, Building Inspector (206) 431 -3670 Corrections: Building Department Review Comments 1) Pages missing relating to site specific soil conditions and foundation elevations. Geo -tech letter refers to pages not included in plans and sheet index may not be complete. 2) Wattsun program appears to be based on total square footage of house including basement. It also lists R -19 floor insulation which would lead me to assume that the unfinished basement will also be unheated as insulation would be installed in ceiling above basement level. Wattsun program should be based on total heated area not including basement or basement wall and slab Insulation should be substituted for ceiling insulation. Show insulation in plan cross sections to clarify intent. U 0 co 0 u) w :' w 0 ; g Q N d = - w ; zo '. o cn; w W z' V N 0 ; z TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Subject: Final Report Earthwork Observation and Testing Fosterview Estates, Lot 7 �✓ �c)O ' l 7 Tukwila, Washington Reference: Plan Review, Fosterview Estates, Lot 7, Terra Associates, Inc., dated June 5, 2000 Dear Mr. Fowler: As requested, we provided intermittent earthwork observation and testing services during grading and construction of foundations for Lot 7 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 and basement floor subgrades • Pavement/driveway subgrades October 3, 2001 Project No. T- 1515 -2 Based on our field observations and test results, it is our opinion that earthwork and foundation construction on Lot 7 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 footing excavation examination memo delineating the foundation subgrade conditions noted during our site visit. 12525 Willows Road, Suite 101, Kirkland, Washington 98034 x.(42.5021 334 ,.0terraklefkko$PCj40s,c0131 a Mr. Bill Fowler October 3, 2001 This work was performed, and this letter was Company. We trust the information presented is sufficient additional information, please call. Sincerely yours, TERRA ASSOCIATES, INC. SAznii/id /CH 00' Bernard P ►4Knoll1L; Staff E4imeerf 3 �~ ii1 ' utail, l'= Pnncipal ``'' BPIbAB ae ' + " ' • ( Encli..- .-.. Fool Excavation Examination Report (1) 1,'").:7;1/ OI 1 cci Kappler Architects prepared, specifically for your current needs. for the use of Dujardin Development If you have any questions or require Project No. T- 1515 -2 Page No. 2 PROJECT NAME: CONTRACTOR: FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED /6 - 0 / PROJECT NO /575 a 4 DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: z TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 ro�71 V// A) L' 7 7!• 8' /1 PROJECT LOCATION: REPRESENTATIVE: •Src.)rr (Tteric /ice 4710c/5* 5 , r S , 7- Z F Sur 74-6 NOTES: 5 <7,C 57747//,\ r!'/l; u/ /7 r. � r/ 1 A �-- 0 . 77 tV 6 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 soilutsewed_in foundatio areas due to construction activity or rainfall should be rem'ved prior to con r ele placement. COPY TO: 57-c 44)1 //a L. lc re SIGNATURE �f `- ��l�iPnhOOf '• 4/0 .1 5, QPIAT,44134R FNTATIVEwpmtretmom. w .gym rm na * Harm,,,, x + u a z W P.) U N 0 W =! W0 J, W LU U0 p N; 0 I- = v . 1— — tit z U = i. 0 t— z FOOTING EXCAVATION / FIELD CONDITIONS NOTED /l c- L ( /.41. L Fix 77/'/t. ,trza F;07 5 Lvr3Kc C' - c A Arrs FOR /*305zr, ON Lo T5 '7 re 2 ra 8 FT - 77.4voe.t' ;,/ CO #,P.4t...7.- ) 57/21/ — re-e. Pic c. 4, ) / /v Pe_Ac lid ev "/ 7e, n//1 v/ 5/ 1_ 7 b •ra s6 -fl/-0er Z ,00 0 ! JS F 3c://6 .7 /n(; r'_4 /1 -n S A L (.. '?7 A!( A-re l:?4 WCFR t■C rei ihAr4 /win.- y.z t 0:A/4 PROJECT NAME: CONTRACTOR: FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED /6 - 0 / PROJECT NO /575 a 4 DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: z TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 ro�71 V// A) L' 7 7!• 8' /1 PROJECT LOCATION: REPRESENTATIVE: •Src.)rr (Tteric /ice 4710c/5* 5 , r S , 7- Z F Sur 74-6 NOTES: 5 <7,C 57747//,\ r!'/l; u/ /7 r. � r/ 1 A �-- 0 . 77 tV 6 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 soilutsewed_in foundatio areas due to construction activity or rainfall should be rem'ved prior to con r ele placement. COPY TO: 57-c 44)1 //a L. lc re SIGNATURE �f `- ��l�iPnhOOf '• 4/0 .1 5, QPIAT,44134R FNTATIVEwpmtretmom. w .gym rm na * Harm,,,, x + u a z W P.) U N 0 W =! W0 J, W LU U0 p N; 0 I- = v . 1— — tit z U = i. 0 t— z Test No. Test Location Depth 111.1 Soil Type Moisture Content (%) Dry Density inn Relative Compaction % Remarks 3 5 Z 7"23 5. 01 Airki cor,h-,- ko, rr),1 Ln f ti 'el r.I AA / q . to 12/,/ 3:S 3 Lcis . di NE - „ -re 7 AA V. - f, / 'i /, 0 q(q Z 0 / 7 35 zb ,v/ .. A A fi,9 rzcqo q6 / .d 7 . , Project: Location: Weather: TERRA ASSOCIATES, Inc. FOlf Geotechnical Consultants (425) 821 Present At Site: p - s,1*-4.1 Copies To: Lo - ( Subject: Contractor: Field Density Test Data Zia 7fiR r) /■,' 7 Daily Field Memo Project No. /57S 2 Memo No. Date /6. - 0/ Of' A - r - LQA At: kfi_s/ -- /e-_:-/) • - - re,. e"ex pc:4<01 r...' i ./ '7'e- /) ./),:iiAj S I TV . 's 7S rW 5.:.:, 7(F.-::. r/? ,= . (.. cm. .3tr 74,e rb-.111 tit.//r., c, FC".() 10 c — _A-,e F'F'rtc:".. / /.../ ‘ e c.) r.-frio-4.) % : 2t5Ce /:: T7&'6 ., f'..- 4 ; C•Ir ,i A) s - 7 — :=, • s 'z P 4 Y ry: 7 hi tA-I r Ove A/ (.5;e L 1) 7" '7 ,-ii) Al t,.) ro te K._"re, L-07 t / (t.l•-;(, el k 1,,:,Q (---",-. r 1,4-777' f ) .1 1- • re) ,cZ , kr• 1 / 1' . f (y e A.A.4-7- t !, 6 e r" . •-:. / i.f c / E' cisz.. / rf'7' Vkl Yr r e ./4.4 / A ft , A S I i Se ./1 Jf a Ar f"- ,-' . A X4e7: 4 t's"S 72 /rst /if( ,.4.-,7 /71 4-, e 117 • C. "? e t S r 0-4- /- /1 r „/,/,...1..) Or { Aci - - i 7 A-x /)/7"/ S / 7 / // , 171./. .0/ / c: NOTES: +7 /`IZ vt1%) t27 or FOOTING EXCAVATION EXAMINATION REPORT - DATE FOOTINGS EXAMINED ra_ /6 PROJECT NO. /575" Z PROJECT NAME: `' 5TCA' l/ 'c 'cJ L07" 7 ` PROJECT LOCATION' '` CONTRACTOR: 4/1474(40,/,/ REPRESENTATIVE: 5".c4 /r T „Y�hc o DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: SIGNATURE TERRA ASSOCIATES REPRESENTATIVE TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 >'7 7Z$ ✓) f c).77,VC. sL/ 723'YS G C. 00c, / ✓S "1 "Ai/ 6_,f)// C 0/1'•!) . L•GOSC- r t c.)/ 5771;" / , /•/G w /1 :,> / /cj t/G.') !3L /97 Fc' a / N 6 , 'i7:G:/l /c lvg '7e C 0.1/r' r<cJZ�” 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 _,go lolls-observed In founda!j n areas due to construction activity or rainfall should be renlOved prior to con Yete placement. COPY TO �'v 16"-- /4G - 117e/3/.i l��f� %?'L,x FOOTING EXCAVATION / FIELD CONDITIONS NOTED / a_ AML L /`-'co77 /\!C AAfc,e1 5 /`0077✓ , c•• 5 GV(..;n C...XC' - . rv lfv0 L'; 5 or/ 4.0715 7 r & ? it) 8 e=t - 7" 7 i c) A/ .Y L G lr'ifr. Td" /J QD lA//,/ 7D /v4-7' v 5/ 4...7s ; is i /c. 4 / �/G I.-.4 f) S S. AL. AL.c 'GCS 77,ti/C.> .47 :A GA/C:J'%'L, f` /,C e''7 4.v3 /VG/A./ ` i're 'c. /..i'Af / NOTES: +7 /`IZ vt1%) t27 or FOOTING EXCAVATION EXAMINATION REPORT - DATE FOOTINGS EXAMINED ra_ /6 PROJECT NO. /575" Z PROJECT NAME: `' 5TCA' l/ 'c 'cJ L07" 7 ` PROJECT LOCATION' '` CONTRACTOR: 4/1474(40,/,/ REPRESENTATIVE: 5".c4 /r T „Y�hc o DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: SIGNATURE TERRA ASSOCIATES REPRESENTATIVE TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 >'7 7Z$ ✓) f c).77,VC. sL/ 723'YS G C. 00c, / ✓S "1 "Ai/ 6_,f)// C 0/1'•!) . L•GOSC- r t c.)/ 5771;" / , /•/G w /1 :,> / /cj t/G.') !3L /97 Fc' a / N 6 , 'i7:G:/l /c lvg '7e C 0.1/r' r<cJZ�” 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 _,go lolls-observed In founda!j n areas due to construction activity or rainfall should be renlOved prior to con Yete placement. COPY TO �'v 16"-- /4G - 117e/3/.i l��f� %?'L,x RI ? 01 09: 18a F -'1 1 eron Associates Penhallegon Assocl.Ns Consulting Engln..rs, Inc. Engineering Planning Surveying Mr. Dave Larson City of Tukwila 6300 Southcenter Blvd. Tukwila, WA 98188 Subject: Staking of Home Foundations Lots 7 and 8 at Fosterview Estates Dear Dave, On Wednesday April 11, 2001 our field crew was on site at the Fosterview Estates and staked the home foundations per plan on lots 7 and 8. Locations are based on Kappler Architect Plan Sheets dated June 3, 2000 as established from the existing plat monumentation, please feel free to call if you have any questions. P1F949960010 WS`W.clurwr0s- 10.01' p1 Federal Way April 11, 2001 Regards, PENHALLEGON ASSOCIATES CONSULTING ENGINEERS, INC. Ben L. Ehrich Project Surveyor KIrleand 750 Stet Street South • Kirkland. WA 98033 P. 425.827.2014 ' P. 425.827.5043 425 - 92', - 9043 p. 2 Cle Elum InWa 20020314001964 DOCUMENT TITLE(S) (or transactions contained therein) * -4' 10 • SECOND AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS, RESTRICTIONS, EASEMENTS AND RESERVATIONS FOR FOSTERVIEW ESTATES REFERENCE NUMBER(S) OF DOCUMENTS ASSIGNED OR RELEASED: N/A • Additional reference #s on page of document(s) GRANTOR(S) (Last name first, then first name and initials) DUJARDIN DEVELOPMENT COMPANY, DECLARANT • Additional names on page of document GRANTEES) (Last name first, then first name and initials) CHICAGO IIill In:,URANCE COMPANY has placed the document of record as a customer courtesy DUJARDIN DEVELOPMENT COMPANY and accrpts no liability for the aaouracy or validity of tart this fitilli • Additional names on page of document LEGAL DESCRIPTION (abbreviated i e , lot, block, plat or section, township, range) Portions of Government Lots 2 and 3, Section 15, Township 23 North, Range 4 East, W M , Portion of Tract 67, Riverside Interurban Tracts, Vol 10 of Plats, Page 74, and Portion of Tract 19, Fostoria Garden Tracts, Vol 9 of Plats, Page 95, in King County, Washington, also known as The Nat 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 4528(9 4903x01 M4M cn C3C 40150,1062K See Attached ❑ Assessor Tax # not yet assigned RETURN ADDRESS Brent Carson BUCK & GORDON 902 WATERFRONT PLACE 1011 WESTERN AVENUE SEATTLE, WA 98104 Y \WPDU3ARDDITOSTER2NDAM D JMG.DOC I III I 111 1 II I j 1 I ;1 11 III I p 1 II I I II II 'I I i III I 1 4 0'0 1 PAGE e li rOF e 14 09 200203 KING 4 CO COUNTY, 4 yg 2 i III III � II II I II I II j I II I II ii III ftl I II III 1 III I I I III 1 111 III lt: II IIII II I III III 1 II 1 nIl 1 I I II I II it 1 II 1 II II III 1 Il qtl I II 1 1 II II IIII 1 It II I I I 11 1 ll j II I I I II II j III I III Inl I Ill III I I 1 111 111 1 i I II III ii II II II II III II II II I I III 1 1 11 1 111 II III III 111 IIII pill I I I 1 WASHINGTON STATE RECORDER'S Cover Sheet (RCW 65 04) 1 nMaxw,w..P4 x7.75N.0 F' .'+OnAIWOsrMVP , , ": , ,, ,, ,, ,, ,,Noi r. !h , Nr„.Na' ,7.1„fMS3t tl 1 -�,3 )., ■ SECOND AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS, RESTRICTIONS, . EASEMENTS AND RESERVATIONS w FOR FOSTERVIEW ESTATES, A PLANNED RESIDENTIAL DEVELOPMENT o co o CO J U) ii. w0 2 5 This Second Amendment to Declaration of Protective Covenants, Restrictions, u. Easements and Agreements for Fosterview Estates, a Planned Residential Development (the a "Second Amendment") is made this 13 day of % M.L t� , 2002 by Dujardin 0 Z w Development Company, a Washington corporation ( "Declarant ") CHICAGO TITLE INSURANCE COMPANY z has placed the document of H 0 record as a customer courtesy Z t— ; and accepts no liability for W w' RECITALS AND DECLARATION the ac6uracy br validly of tlIP U 0 ., dpt;tlRlhht A Declarant is the developer of the real property and improvements thereon legally o � ' • described in Exhibit A (the "Property"), commonly known as the Plat of Fosterview Estates The W w °' Property is compnsed of all the real property shown on maps recorded with the King County 1- under Recording No 20000505000735, Volume 194, Pages 062 -065 z cz, B Declarant previously recorded that certain Declaration of Protective Covenants, H x cz Restrictions, Easements and Agreements for Fosterview Estates, a Planned Residential z Development (the "Declaration ") under King County Recording No 20000505000736 The o Declaration was previously amended by a First Amendment to the Declaration (the "First • Amendment ") recorded under King County Recording No 20000505000737 C As the Development Period (as defined in the Declaration) has not terminated, Declarant under the provisions of the Declaration as previously amended, has the authority to amend and wishes to further amend the provisions of the Declaration as provided herein NOW, THEREFORE, Declarant hereby amends the Declaration as follows 1. Maintenance Responsibilities. The Fosterview Estates Homeowners Association. Section 5 1 of the Declaration is hereby deleted in its entirely and replaced with the following Y ‘WNDUJARDn'AFOSTER2NDAMEN D JMO.DOC 2 St::.^rit! shit itt Y`4°S•+^,1= yma?Ynritirezn:y. ,wrlif rfr MM Wit *1 ... cn ars 0 c 5.1. Association Responsibilities After termination of the Development Period, the Association shall operate and maintain the Common Areas as required or advisable The responsibilities of the Association shall include, but are not limited to, the following and 5 1 1 The cleaning and maintenance of the water courses on Tracts A and B; 5.12 The maintenance, repair and replacement of the fences around and across Tracts A and B, and 5 1 3 The maintenance, repair and replacement of the french drains in the Common Areas as shown on the Plat Map, and 5 14 The maintenance, repair and replacement of the retaining wall and its associated drainage improvements located along the north boundaries of Lots 1 and 2, and 5 1 5 The maintenance, repair and replacement of the retaining wall and its associated drainage improvements located along south boundary of Tract B and South 137 Street, and 5 1 6. The maintenance, repair and replacement of the retaining wall and its associated drainage improvements located along north boundary of Lots 13 and 14 and the Private Drainage & Pedestrian and Public Utility Easement as shown on the Plat Map, and 5 17. The maintenance of the trails beginning at the cul de sac end of South 137th Place to and along the North boundary of the plat as shown on the plat map. The Association may provide such additional common maintenance that it determines to be m the best interest of the Owners 2. Maintenance Responsibilities - Retaining Walls. A new subsection 5 2 5 is added to Section 5 2 of the Declaration as follows 5.2.5. Retaining Walls. The Owners of any lot on which all or part of a retaining wall is located (except those walls specifically referenced in Sections 5 1 5, 5 1 6 and 5 1.7 above) shall be responsible for the maintenance, repair and replacement of any portion of a retaining wall (and its associated drainage improvements) which is located on their lot (collectively "Wall Maintenance ") In the event a retaining wall is located along a common property line between adjacent lots, the down slope lot Owner shall be solely responsible for Wall Maintenance of said wall The Owner responsible for Wall Maintenance under the provisions of this paragraph (the "Responsible Owner") is hereby granted an easement over and across the adjacent Iot to perform such activities as are reasonably necessary for required Wall Y ‘WiTU]MDAMOSTER2NDAMEN D J. (O DOC 3 M INIESSEGESESIMMITAW2 1 �F'�IItRPX.Ib? f '*1."l'rmmitoti t virntrsr' 7'm",'4.40 tt4F°Y"i:'Wm fvio .tl,':. > U1T.r'i+rbi 5 rt 3AA'Y !7oorioti.$ 11. fo z w 3U N o to w' u- . w o � a ', Y2 o i w z �' o z � _. C o — . o � w O ' w z U= o '' z DECLARANT: (Printed Name) Its Ai es. We ��_ -� p VeLIC ‘..4(11.7).0 3 .15.2 003 O ff. . ASH�N Y 1WPID WARDZAFOSTFR2NDAMFIJ AJMG DOC 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 its 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 STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) On this day personally appeared before me uv W.le -u 4 to me known to be the ?tags n0$r r of Dujardm Development Company, the corporation who executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act of said corporation, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute the said instrument yy, GIVEN under my hand and official seal this 1.3 day of / /) ileGL4 , 2002 4 Cl ICAO() TITLE INSURANCE COMPANY has placed the document of record as a customer courtesy and accepts no liability for the accuracy or valyddy of the document. „kin* oil Arn-i i. ietso n (Print Name) Notary Public in and for the State of Washington, residing at RT% - My commission expires 3 -I 5 -0 3 P.MW.NE?4:.A 1.1 nn ii U Lu O N D I- w uJ _z U u) z EXHIBIT A LEGAL DESCRIPTION Plat of Fosterview Estates, recorded under King County Recording No 20000505000735, Volume 194, Pages 062 -065, records of King County, Washington. Y \WPTUTARDINWOSCERZNDAMEN D IMO DOC 5 CHtCACO TITLE INSURANCE COMPANY has placed the document of record is a customer courtesy and accepts no liability for the accuracy or vandrty of the document, a. wx;- nf. nK. :e•n�n..w.r�r�aasem•�u�rv.>.crw ASSESSOR'S PROPERTY TAX ACCOUNT NUMBERS 261200 - 0010 - 4 261200 - 0020 - 02 261200 - 0030 - 00 261200- 0040 - 080 261200 - 0050 - 05 261200 - 0060 - 03 261200 - 0070 - 01 °'' 261200 - 0080 - 09 0 261200 - 0090 - 07 261200- 0100 - 05 261200 0110 - 03 0 261200- 0120 - 01 261200 - 0130 - 09 261200 - 0140 - 07 261200 - 0150 - 04 261200 - 0160 - 02 261200- 0170 - 00 261200- 0180 - 080 261200 - 0190 - 06 261200 - 0200 - 04 Plat of Fosterview Estates Lots 1 through 40 CHICAGO RE INSURANCE document OMPANY hasp: record r +s o cusiomei courtesy and accepts no liability for tho accuracy or validity of the docttftlsct, 261200 - 0210. - 02 261200 - 0220 - 00 261200 - 0230 - 08 261200 - 0240 - 06 261200 - 0250 - 03 261200 - 0260 - 01 261200 - 0270 - 09 261200 - 0280 - 07 261200 - 0290 - 05 261200 - 0300 - 03 261200 - 0310 - 01 261200 - 0320 - 04 261200 - 0330 - 07 261200 - 0340 - 05 261200 - 0350 - 02 261200 - 0360 - 00 261200 0370 - 08 261200 - 0380 - 06 261200 - 0390 - 04 261200 - 0400 - 02 PERMIT NO.: [)20c0- I 1 .' INSPECTIONS ❑ 00001 Progress Inspection Status ❑ 00002 Pre - construction ❑ 00003 Investigation El 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre -Move Inspection ❑ 00050 WSEC Residential ❑ 00060 WA Ventilation/Indoor AQC ❑ 00070 NLEA Inspection/Modular Struct ❑ 00071 Mobile Home Tie Down Insp ❑ 00072 Marriage Lines ❑ 00090 Resteel 00095 Footing Drains 00100 Foundation Footings 00200 Foundation Walls 00250 Foundation Insulation 00300 Concrete Slab /Slab Insulation 00350 Crawl Space 00400 Shear Wall Nailing 0450 Plywood Wall Sheathing 00500 Roof Sheathing Nailing 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney ❑ 00610 Chimney Installation/All Types 00700 Framing 00750 Roof /Ceiling Insulation 0800 Floor Insulation 00801 Wall Insulation ❑ 00802 Exterior Roof Insulation 00803 Glazing Inspection ❑ 00815 Lighting and Controls 00900 Suspended Ceiling 01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01080 Woodstove 01090 Smoke Detector ❑ 01100 Rough -in Mechanical ❑ 01 101 Mechanical Equipment/Controls ❑ 01102 Mechanical Pip/Duct Insul ❑ 01105 Underground Mech Rough -in ❑ 01110 Pre -Move Inspection ❑ 01 115 Motor Inspection ❑ 01120 Pre -Demo - ❑ 01140 Pre-reroof 01700 Final- Building 01800 Final - Mechanical ❑ 01900 Final - Reroof ❑ 03100 Site Visit ❑ 04000 Special- Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special - Mom/Resist Conc Frame ❑ 04003 Special -Reinf Steel Prestress ❑ 04004 Special- Welding ❑ 04005 Special- High- Strength Bolting ❑ 04006 Special- Structural Masonry ❑ 04007 Special -Reinf Gypsum Concrete ❑, 04008 Special - Insulating Conc Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special- Piling, Piers, Caissons ❑ 04011 Special - Shotcrete ❑ 04012 Special- Grading, Excav /Fill ❑ 04013 Special- Retaining Wall ❑ 04014 Special -Panels ❑ 04015 Special -Smoke Control System TENANT NAME: 1. YV CONDITIONS 0001 ❑ 0010 ❑ 0011 ❑ 0012 ❑ 0013 ❑ 0014 0015 0016 ❑ 0017 ❑ 0018 0019 ❑ "No work shall be done in...." 0002 ❑ 0020 ❑ 0021 0022 0023 ❑ 0024 ❑ 0025 0026 0027 ❑ 0028 0003 0030 ❑ 0032 ❑ 0036 ❑ "BTU maximum allow...." ❑ 0035 ❑ 0038 0004 0004 ❑ 0040 ❑ 0041 0005 ❑ 0006 ❑ "Applicant shall obtain a...." ❑ "Anchoring — All new construct...." ❑ 0007 ❑ 0008 ❑ 0009 ❑ 0031 ❑ 0034 ❑ "Obtain required inspections...." ❑ "Fuel burning appliances...." ❑ "Appliances, which generate...." ❑ "Water heater shall be anchored...." ❑ " Reroof" Addition conditions as noted: 0 c -11-OU w ;■.i -41 at ' t K P 1.►E ARC hourconlpfete fomey(anninj resource Permit Center City of Tukwila Dept. of Community Development 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 August 28, 2000 RE: Response to Correction Letter #1 for Fosterview Estates Lot 7, 4210 South 137 Street, Permit # D2000 - 197 1. All Sheets Listed Below have been revised to address all issues per "Meeting with Staff' 2. Earthwork Quantities are shown on sheet P1.6 3. A note has been placed on sheet P2.1 indicating that the fireplace cannot extend outside the exterior wall of the house and the outline of the fireplace on sheet P2.1 has been removed. 4. The Wattsun report has been calculated to heat the entire house. The typical building method will be to insulate the main floor framing and leave the lower floor unfinished (unheated). Should a buyer wish to upgrade to a finished (heated) lower floor, the lower floor walls will be insulated per the Wattsun report. Revised or Added Sheets include: Sht 4 of 4 , P1.0 , P1.2 , P1.5 , P1.6 , P2.1 , P6.2 , P8.0 , C8 , C12 , C13. Should you have any questions or comments, please do not hesitate to call. 14311 SE :16th Street . `.BetTevue, W. 98007 1.800.888.4517. (425)641.5320 . fax: (425)641.53i8 C0800_30 Fosterview lot 7 Correction letter #1.d1v.Iayy(er(onleyfarls.com RECEIVED CITY OF TUKWILA SEP - 6 ZOO PERMIT CENTER CORRE LTR# ION 2D00- 1c1-7 July 25, 2000 John Kappler Kappler Architects 14311 SE 16th Street Bellevue, WA 98007 RE: CORRECTION LETTER #1 Development Permit Application Number D2000 -197 Fosterview Estates — Lot #7 4218 South 137th Street Dear Mr. Kappler: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Division, Planning Division and Public Works Department. At this time, the Fire Department has 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, City of Tukwila Department of Community Development Steve Lancaster, Director Brenda Holt Permit Coordinator encl xc: FileNo.1)2000 -197 pieffingelglisenlintmemextzenzermonicamgeseieera Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206-431-3665 ACTIVITY NUMBER: D2000 -197 DATE: 6 -19 -2000 PROJECT NAME: FOSTERVIEW ESTATES LOT 7 SITE ADDRESS: 4218 S 137 ST XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: B�{ ill d g Division IN tl 7.-2' Public W�orks C S d21/010l -1, 1 • 40 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUT NG: Please Route Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions REVIEWER' INITIAL : atvit ckm, 7 -2S .GV CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP O Fire Prevention • Planning Division AUG (-z1 Structural n Incomplete REVIEWER'S INITIALS: Permit Coordinator DUE DATE: 6-20-2000 Not Applicable DUE DATE: 7 -18 -00 [11 Not Approved (attach comments) DATE: DUE DATE Approved with Conditions n Not Approved (attach comments) DATE: rpo DEPARTMENTS: Buildin Division kw- LD-4.0) Public Works )411X' (a-M Complete Comments: Y.KROUIIAUC s■r1 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D2000 -197 DATE: 9-6-2000 PROJECT NAME: FOSTERVIEW ESTATES - LOT 7 SITE ADDRESS: 4218 S 137 ST Response to Incomplete Letter # XX Response to Correction Letter # 1 Revision # After Permit Is Issued Original Plan Submittal J• APPROVALS OR CORRECTIONS: (ten days) Approved I I Approved with Conditions CORRECTION DETERMINATION: Fire Prevention [1 Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete II TUES /THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: I REVIEWER'S INITIALS: Planning Divisio OP- q-1-Ca') Permit Coordinator DUE DATE: 9-7-2000 Not Applicable No further Review Required Not Approved (attach comments) DATE: DUE DATE 10-5-2000 I DATE: DUE DATE Approved I Approved with Conditions fl Not Approved (attach comments) fl REVIEWER'S INITIALS: DATE: z • w v 0 co o W w • w w O g Q CO w , _. z � I o la o ' U O o I 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: 5.28-co Plan Check/Permit Number: D2000 -197 Ei Response to Incomplete Letter # Response to Correction Letter # I ❑ Revision # _ after Permit is Issued Project Name: FOSTERVIEW ESTATES — LOT 7 Project Address: Contact Person: e . 71 Entered in Sierra on 4218 South 137 Street John Kappler Summary of Revision: Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Rec ived at the City of Tukwila Permit Center by: llL /I . Phone Number: RECEIVED CITY OF TUKWILA SEP _62 0n0 PERMIT CENTER 07/25/00 !! U' V O co a w J w 0 ' g a } O ' 2 0 0 . O xt:' o ww � iu — z Fire Department Review Control #D2000 -197 (510) City of Tukwila Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief June 20, 2000 I L wo 2 52 a w z 1 _ ; o a z The attached set of building plans has been reviewed by The Fire Prevention Bureau and are acceptable L D ' with the following concerns: D o 1. The minimum fire flow and flow duration requirements for one- and two- family dwellings having 0 ►_ a fire area which does not exceed 3,600 square feet (344.5 m2) shall be 1,000 gallons per = w' minute (3785.4 L/min.). Fire flow and flow duration for dwellings having a fire area in excess of 1- 3,600 square feet (344.5 m2) shall not be less than that specified in Table A- III -A -1. Exception: L 0 A reduction in required fire flow of 50 percent, as approved by the chief, is allowed when the Lb c o building is provided with an approved automatic sprinkler system. (UFC Appendix III -A, sec. 5.1) = 01- 2. Acceptance of residential fire sprinkler systems shall include field verification of GPM and residual Z 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) Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 3. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110- 16(a), NEC 110- 16(c)) Re: Fosterview Estates — lot 7 — 4218 South 137 Street Dear Sir: Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 h .Y644A1 . 44:o•V , • • Page number 2 City of Tukwila Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief 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. Yours truly, 510 The Tukwila Fire Prevention Bureau Cc: TFD file Ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206 -575 -4439 - ' - ' : o . e comp e e.. y app 'cant) Site Address (Attach map and Legal Description showing hydrant location and size of main): 1 4a l S. . u, 13 C'- tit 7 1 €Ot fi tiii'cr nation t ° rt , F, , 5 ,u g w . S } v ; r it ��c,�;4 � , , J'�J . u r i , , �F��t�/, �bn�# ct�i?��soinsn��f�Tk�s9 Name: II u.... d t.,, • • 42 . 1 0,Ag►%i,� ,.' Name: „• 0 f Address: Address: Phone: 4p1rj -I 334 - 6O 1'A Phone: S — ( ■ -5390 This certificate is for the purposes of: X Residential Building Permit ❑ Preliminary Plat ❑ Short Subdivision ❑ CommerciaVlndustrial Building Permit ❑ Rezone ❑ Other Estimated number of service connections and meter size(s): __:_ 3)4 tr 0 _ ( Vehicular distance from nearest hydrant to the closest point of structure ft. Area is served by (Water utility district): y...t UJarivr D t *r cir I ► . GS Owner /Agent Signature: c c ,,,, � Q Date: ' 2z o Certificate of Water Availability PROJECT #: F rV(eu) erai only if outside City of Tukwila water utility district) The proposed project is located within The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: (Use separate sheet if more room is needed) Based upon the improvements listed above, water can be provided and will be available at the site with a flow of ©o i) qpm at 20 psi residual for a duration of 2 hours at a velocity of ft- fps as documented by the attached calculations. I hereby certify that the above information is true and correct. le- -CAA -+i, b 4S T . - Agency /Phone l r , 2-' -i -FrV, By PART C: (To be completed by governing jurisdiction) Water Availability: ❑ Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item C2 are met. ❑ System isn't capable of providing service to this project. Minimum water system improvements: (At least equal to B2 above) (Use separate sheet if more room is needed) Agency /Phone CITY OF . UKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 PART B: (To be completed by water utility district) f K.l (City/County) 2Z 4 - oa Date H-ha Date riCuE(VED G►Tv of TUKWILA U N 1 9 '000 �'C1�vu r CENTER z ~ w ce 00 W = 1.- (/) W 2 g< - d = w 1- _ z � � z t- 2D U� O- 0 H w o .z 0— P O~ z Part A: (To Be Completed by Applicant) Purpose of Certificate: Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: iii Residential Single Family ❑ Residential Multi- Family ❑ Commercial ❑ Other Applicants Name: pler I. y Q , , , Phone: 1,(.,j. _ ., , Property Address or Approximate Location: ' X421 ' & d-k 13`P 64' Legal Description(Attach Map and Legal Description if necessary): Fob y tet) E5 Lo Di rtam.° Th 021 la-- eo -o Part B: (To Be Completed by Sewer Agency) ►r 1 . lal a. Sewer Service will be provided by side sewer connection only to an existing Ci 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) ❑ 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 . IP a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: a. District Connection Charges due prior to connection: GFC: $ 8 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: By ['WORKING TOWARD A BETTER ENVIRONMENT L _, 1 SE WER DISTRICT / 14816 Military Road South P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY U Certificate of Sewer 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 th : la - • signatu e. J���. l am' � 5 - D (Wr OFTUKWILA D200(56--. Date H-li JUN 1 9 2000 PERMIT CENTER z w Q � J O 00 co 0 co J u_ wO u-a CO D _° ▪ w F_ O . Z F 2 • j : U � O- 0E- =U H F ' U. ui O z LICENSE DETAIL INFORM' 'TION Form STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. O. Box 44000 Olympia, WA 98504 -4000 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: LICENSE DETAIL INFORMATION Current Filter: None Registration# or License DUJARD *204L0 Name DUJARDIN DEVELOPMENT CO Address PO BOX 1059 Address City SNOHOMISH State WA Zip 982911059 Phone Number 4253345018 Effective Date 6/20/80 Expiration Date 12/16/01 Registration Status ACTIVE Type CONSTRUCTION CONTRACTOR Entity CORPORATION Specialty Code GENERAL Other Specialties UBI Number 600351267 * * *VIEW PRINCIPAL OWNER(S) FOR THIS LICENSE* * * 'VIEW *VIEW CONTRACTOR BOND /SAVINGS INFORMATION * * * 'CHECK *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 Page 1 of 1 3/1/2001 FOSTERVIEW, TUKWILA WA DUJARDIN DEVELOPMENT COMPANY PERMIT SUBM ADDRESS: 4218 SOUTH 137TH STREET OWNER / DEVELOPER DEVELOPER - DWARDIN 9623 - 32ND ST. S.E EVERETI 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 TTAL DOCUMENTS LOT 07 TAX PARCEL I.D. #: 261200 -0070 SHEET INDEX PLAT ARCHITECTURAL PLANS Sht 4 of 4 APPROVED PLAT DRAWING PLO MASTER HOME DEVELOPMENT PLAN P1.2 PHASE B - HOME DEVELOPMENT PLAN P13 MASTER ARCHITECTURAL GRADING PLAN PL6 PLAT GRADING COMPARISONS FINAL GRADES FOR PLAT APPROVAL vs. FINAL GRADES FOR LOT BUILD UP P21 ARCHITECTURAL SITE PLANS - LOT 3 - 8 P6.2 SITE SPECIFIC SECTIONS - LOTS 5 - 8 PS0 SITE SPECIFIC FOUNDATION DETAILS FOR LOT 7 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 -059) AL All A21 Al A4. A5. A6. A7 DL D2 SL 52. 53. 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 D2000 -197 These plans have been revi •• Works Department for conic standards. Accepta- . he design roeta :ikons, deletions or ions to s after this date will said this .d will require a resubmittal of s f :r subsequent approval. e is subject to field inspection by arks utilities inspector. __ (#_N :_7___900 B y: A -CCE5$ 7VA -h ARAiNAGE CORRECTION SEPAR:,TE PE 7 :7 RGU.Ua. C.:. t_. _ .. CITY CF- tltt_Dt`: b of F . iEi e plans do nc y. adopted cane tractor's copy dgec 2/ r I I • - tct RECEIVED CITYOFTt KWILA S P062l50 PERMIT CENTER RECEIVED SEP t1 8 2000 TUKWILa, PUBLIC WORKS tit SHEET Dz000- w ©° I.tndersta t - w > / y r w Q F. re Q Date !+ F f--{ D Permit No. _ 10 CD LO CD CO v 0 X cs O H * t 6 Lti !S7 t @ CD CO COVER SHEET TFRE JOB NO. : 0026 AREA LOT ,# PHASE LOT 1 5 LOT 2 A' LOT 3 LOT 4 6 LOT 5 C LOT 6 LOT 7 2 LOT8 B 7 LOT 9 9 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 0 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 9 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 0 CONDITIONS 1. CONSTRUCTION OF INDIVIDUAL HOMES, INCLUDING THEIR FOOTINGS, FOUNDATIONS, ETC. MUST BE ACCOMPLISHED IN ACCORDANCE WITH THE APPROVED HOUSE DEVELOPMENT PLAN. 2. THE HOUSE DEVELOPMENT PLAN OUTLINES 10 AREAS. EACH AREA IS TO BE DEVELOPED IN THE CORRESPONDING CONSTRUCTION PHASE. HOUSE DEVELOPMENT PLAN AREA /PHASE KEY 3. THE CONSTRUCTION PHASES SHALL BE DEVELOPED PER THE GEOTECHNICAL RECOMMENDATIONS OF TERRA ASSOCIATES OR ANOTHER CITY APPROVED GEOTECHNICAL- ENGINEERING FIRM. 4. THESE GEOTECHNICAL RECOMMENDATIONS ARE TO BE INCLUDED AS PART OF THE SUBMITTAL FOR EACH OF THE SINGLt 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 SOS_ DURING DRIVEWAY CONSTRUCTION. F. FOR LOTS 35 THROUGH 40, THE SLOPE FOR THE "UPPER PORTION' (SOUTH END) OF EACH LOT WILL BE FLATTENED DURING LOT DEVELOPMENT TO ACHIEVE AN INCLINATION OF 2.5: 1. ANOTHER ACCEPTABLE OPTION IS TO PROVIDE A CANTILEVERED CONCRETE OR MECHANICALLY STABILIZED EARTH RETAINING WALL. LOWER PORTIONS (NORTH END) OF 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 GEOTECHNICAL RECOMMENDATIONS AS WELL AS A LETTER FROM THE GEOTECHNICAL ENGINEER THAT CERTIFIES ON A LOT BY LOT BASIS, GROUPED IN PHASES, THAT THE HOME, FOOTING AND FOUNDATION DESIGN ADDRESS AND FULFILLS THEIR GEOTECHNICAL RECOMMENDATIONS. PRELIMINARY PLAT NO. L93 -0014 FINAL PLAT NO. L99 7. DURING CONSTRUCTION, THE GEOTECHNICAL ENGINEER IS TO OBSERVE THE IMPLEMENTATION OF THE HOUSE DEVELOPMENT PLAN. FIELD REPORTS ARE TO BE SUBMITTED TO THE CITY AND TO INCLUDE A. TEMPORARY EXCAVATIONS FOR CONSTRUCTION PHASES AND MITIGATION MEASURES. B. IMPLEMENTATIONS OF FOOTINGS, FOUNDATIONS, RETAINING WALLS AND FLOOR SLAB AND DRIVEWAY PLACEMENT ACCORDING TO THE GEOTECHNICAL RECOMMENDATIONS. C. BACK FILL AND PREPARATION OF IMPLEMENTATION TO A ADJACENT CONSTRUCTION PHASES ACCORDING TO THE GEOTECHNICAL RECOMMENDATIONS. 8. THE GEOTECHNICAL ENGINEER IS TO PROVIDE CERTIFICATION ON A LOT BY LOT BASIS THAT THE WORK HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH THE GEOTECHNICAL RECOMMENDATIONS. 9. EACH OWNER IN ITS PURCHASE OF A LOT, HEREBY ACKNOWLEDGES THAT THE PLAT OF FOSTERVIEW ESTATES AS APPROVED BY THE CITY OF TUKWILA, CONTAINS AREAS CONSISTING OF STEEP SLOPES. EACH OWNER HEREBY RELEASES THE CITY OF TUKWILA AND ITS OFFICERS AGENTS AND EMPLOYEES FROM ALL CLAIMS ACTIONS, CAUSES OF ACTION, COSTS, ATTORNEYS' AND EXPERTS FEES OR PROPERTY DAMAGE ARISING FROM THE PRESENCE OF STEEP SLOPES WITHIN THE PLAT; PROVIDED, THAT THIS RELEASE SHALL NOT APPLY TO CLAIMS ACTIONS CAUSES OF ACTION, COSTS ATTORNEYS' AND EXPERTS' FEES AND PROPERTY DAMAGE RESULTING FROM THE SOLE OR CONTRIBUTORY NEGLIGENCE OF THE CITY OF TUKWILA, ITS OFFICERS AGENTS AND EMPLOYEES. CITY OF SEATTLE UTILITY EASEMENT P.M. #230415 -1 -011 THIS EASEMENT GRANTS TO THE CITY OF SEATTLE (HEREAFTER REFERRED TO AS GRANTEE), ITS SUCCESSORS AND ASSIGNS THE RIGHT, PRIVILEGE AND AUTHORITY TO INSTALL, CONSTRUCT, ERECT, ALTER, IMPROVE REPAIR, ENERGIZE OPERATE AND MAINTAIN ELECTRIC UNDERGROUND DISTRIBUTION FACILITIES TRANSFORMERS, DUCT$, VAULTS MANHOLES CABINETS CONTAINERS CONDUITS WIRES AND OTHER NECESSARY OR CONVENIENT APPURTENANCES TO MAKE SAID UNDERGROUND AN INTEGRATED ELECTRIC SYSTEM. ALL SUCH ELECTRIC SYSTEM IS TO BE LOCATED ACROSS OVEFL UPON AND UNDER THE FOLLOWING DESCRIBED LANDS AND PREMISES SITUATED IN THE COUNTY OF KING, STATE OF WASHINGTON, TO WIT; THOSE AREAS HERON WITHIN THE PLAT OF FOSTERVIEW ESTATES DESIGNATED AS -UTILITY EASEMENTS AND /OR ACCESS AND UTILITY EASEMENTS'. TOGETHER 111TH THE RIGHT AT ALL TIMES TO THE GRANTEE, ITS SUCCESSORS AND ASSIGNS OF INGRESS TO AND EGRESS FROM SAID LANDS ACROSS ADJACENT LANDS ABUTTING THE DESCRIBED EASEMENT AREA FOR THE PURPOSE OF INSTALLING, CONSTRUCTING, RECONSTRUCTING, REPAIRING, RENEWING, ALTERING, CHANGING, PATROLLING, ENERGIZING AND OPERATING SAID ELECTRIC SYSTEM, AND THE RIGHT AT ANY TIME TO REMOVE ALL OR ANY PART OF SAID ELECTRIC SYSTEM FROM SAID LANDS ALSO THE RIGHT TO THE GRANTEE, ITS SUCCESSORS AND ASSIGNS, AT ALL TIMES TO CUT AND TRIM BRUSH, TREES OR OTHER PLANTS STANDING OR GROWING UPON SAID LANDS OR ADJACENT LANDS WHICH, IN THE OPINION OF THE GRANTEE, INTERFERE WITH THE MAINTENANCE OR OPERATION OF THE SYSTEM, OR CONSTITUTE A MENACE OR DANGER TO SAID ELECTRIC SYSTEM. IT IS FURTHER COVENANTED AND AGREED THAT NO STRUCTURE OR FIRE HAZARDS WILL BE ERECTED OR PERMITTED WITHIN THE ABOVE DESCRIBED EASEMENT AREA WITHOUT PRIOR WRITTEN APPROVAL FROM THE GRANTEE, ITS SUCCESSORS AND ASSIGNS THAT NO DIGGING WILL BE DONE OR PERMITTED WITHIN THE EASEMENT AREA WHICH WILL IN ANY MANNER DISTURB THE FACILITIES OR THEIR SOLIDITY OR UNEARTH ANY PORTION THEREOF; AND THAT NO BLASTING OR DISCHARGE OF ANY EXPLOSIVES WILL BE PERMITTED WITHIN FIFTY (50) FEET OF SAID LINES AND APPURTENANCES THE CITY OF SEATTLE IS TO BE RESPONSIBLE, AS PROVIDED BY LAW, 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. D2000 -197 OPEN SPACE EASEMENT LINE TABLE UNE I DIRECRON I DISTANCE G,1 N895934'W 40.25' EL2 NO039 04E 10.13' Q3 N895954"W -. . 5626' . EL4 N73'41'17'W 102.70' G,5 N7341'17'W 2.62' 16 N1926 "E 4.56' Q7 N8778'54E 51.21' as N0907.52E 72.44' 1.9 N5720'04E 2723' EL10 N8323'46E 29.05' all N1325'57'E 2255' EL12 N8936'14'W 46.42' 113 N140936E 32.05' EL14 N88'6'09"W 47.06' 115 N8816 5.12' 116 N1653'05E 32.00' 1.17 N2120 45E 25.84' Q18 N824023"W 14.86' 019 N72'4147E 20.92' 020 N5222'47'W 32.09' E1-21 N52'02'47'W 2692' 022 N89205611' 26.97' 023 N892056'W 24.39' 124 N892056'W 16.55' 125 N60'41'36E 52.67' 126 N0000'OOE 9.61' E127 N892056'W 32.40' 128 S7539'14E 45.91' Q21 N663239E 22.42' EL30 N193854'W N3255'12'W 3244' a32 N852257W 49.06' 6.33 16.82' ELM N0845'04E 22.04' ass 22.68' a36 21.13' EL37 saw' E(.T8 19.88' 039 N3812534E 23.66' Q40 41.66' 16.16' N742N7429 26.99' 143 31.75' 14345932E 25.95' N087949E 15.18' N263N26,5 38.71 Q31 N515 7'35E NO23246'W N645N64N6453'411 1' NO23246'W N645N645.54119 EL41 N38L534E 042 NO35632'W 6_44 14.93' Q47 NO2'4434 E 17.08' Q48 N.35'05 21"E 21.05' EL49 - 112242'40E 16.28' 050 - N8748'28'W 20.74' N8T48'28"W 10.83' 052 N87'4828'W 257' EL53 N013743E 51100' 154 N35•7'5fW 74.34 155 5.35715E 8093' OPEN SPACE EASEMENT CURVE TABLE CURVE I RADIUS I LENGTH 1 DELTA ECI 5311' 5793' 6229'43" EC2 47.00' 17.23' 2059'52' E03 3327 36.25' 622518' EC4 2000' 49.81' 1424151' M R.L. McD UFFY & AS INC. I } LAND USE CONSULTANTS ENGINEERS a SURVEYORS a PLANNERS a MANAGEMEN 3605 COBYAWfNUE MET, WABINNCION 98201 (425) 258 -4438 FAX (425) 258 -1616 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 DATE 2/7/00 080 BY KMG; JOB NO. 96089 SHT 4 OF RECEIVED CITY OF TUKWILA SEb 16 11U PERMIT CENTER LOT # PHASE PLAN MOTTO PORCH AREA LOT # PHASE PLAN MOOED PORCH AREA LOT 1 A I 1843B X 1 LOT 21 B 2119 5 LOT 2 1843A X LOT 22 I 2060 LOT 3 2119 LOT 23 i 1568A LOT 4 2246 LOT 24 ! 1568B 6 LOT 5 B 2108 X 2 LOT 25 c 1843A LOT 6 2246 LOT 26 1843B LOT 7 2246 LOT 27 D 1843A 7 LOT 8 2108 X LOT 28 I 1843B LOT 9 2108 LOT 29 1843B LOT 10 2246 LOT 30 1843A LOT 11 2108 LOT 31 2060 LOT 12 1568A LOT 32 i 2119 8 LOT 13 A 2246 3 LOT 33 1 A 2060 LOT 14 2108 LOT 34 2119 LOT 15 MOIYFn (1) LOT 35 I I C 1843B 9 LOT 16 M OD'FFD (2) LOT 36 1843A LOT 17 2246 LOT 37 1843B LOT 18 C 2060 4 LOT 38 1843A LOT 19 2119 LOT 39 1843B LOT 20 2060 LOT 40 D 1843A 10 r rr. rr.r• PHASE A PHASE B PHASE KEY PHASE C PHASE D 2119 VVVVVVvvvvvv V VV V V V,V V V V V V VV VV yvvvv VV VV VVVVV VV y�/.yVV V.. VVVVV V V V VC V •Lv V VV V V V V 'VV j V 4 /V V V V+V ' VV VVVV i vvvvvv r r r r r r r r r HOME PLAN MAT &SCHEDULER (SEE SHEET C•1 FOR STREET ADDRESS OF EACH LOTS) CONDITION L CONSTRUCTION OF FOOTINGS FOUNDATIO IN ACCORDANCE DEVELOPMENT PLAN. 2 THE HOUSE DEVELOP AREAS. EACH AREA IS TO CORRESPONDING CON 3. THE CONSTRUCTION AREAS S PER THE GEOTECHNICAL OF TERRA ASSOCIATES OR AN ENGINEERING FIRM AS APPROVED BY 4. THESE GEOTECHNICAL RECOMMENDATIONS AS PART OF THE SIBMITTAL FOR EACH OF RESIDENCE PERMITS; ON A LOT BY IN CONSTRUCTION PHASES 5. THESE RECOMMENDATIONS ARE TO INCLUDE SPECIFICS FOR A TEMPORARY EXCAVATION RECO AREA TO ALLOW FOR THE IN FOOTINGS, FOUNDATIONS AND FLOOR R CONSTRUCTION AREA AND PHASE MITI FOR SOIL STABILITY AND EROSION CONTRO DURING HOME CONSIURCTION_ C. GEOTECHNICAL IMMUNE= NEEDED R1ALLOW TAIION OP ADJACENT HOME DEYHD171DIT D. CONSTRUCTION DESIGN PABAHETERS ON A LOT S. FOR LOTS 3 THROUGH 34, THE UNSUITABLE SHALL BE OVER EXCAVATED DURING CO FOUNDATIONS, FOOTINGS AND FLOOR SLABS HUM WILLBEIARIFD ANDREYOPAL SOIL DURING DRIVEWAY CONSTRUCTION. F. FOR LOTS 35 THROUGH 40 THE SLOPE ON THE (SOUTH END) OF EACH LOT WILL BE LOT DEVELOPMENT OT ACHIEVE AN IIIWNATIO ACCEPTABLE OPTION 1S TO PROVIDE A MECHANICALLY STABILIZED mane WAIL THE (NORTH END) OF THE LOTS WILL HAVE THEIR CORRECTED DURING LOT DEVELOPMENT: G THE APPLICANT IS TO INCLUDE, AS PART OF FAMILY RESIDENCE PERMIT, THESE G RECOMMENDATIONS AS WELL AS A L_ ITER FROM THE ENGINEER THAT CERTIFIH ON A LOT BY LOT HAIR GR THAT THE HOME, FOOTING AND FOUNDA ADDRESSES AND FULFILLS THEM GEOTECHNICAL RICO 7. DURING CONSTRUCTION, THE GEOTECHNTCAL ENG THE IMPLEMENTATION OF THE HOUSE DEVELOPME REPORTS ARE TO BE SUBMITTED TO THE CITY OF TO ADDRESS A TEMPORARY EXCAVATION OF CONSTRUCTI i AREAS MITIGATION MEASURES B. VERIFICATION OF FOOTING, FOUNDATION, + 6 WILL AND FLOOR SLAB INSTALLATION METHODS ` D AY PLACEMENTS ACCORDING TO GEOTECHNICAL : t 111 + NS C. VERIFICATION OF BACK. FILL AND PREPARATION FO CONSIR ON IN ADJACENT HOME DEVELOPMENTCONSIR ON ARIAS ACCORDING TO GEOTECHNICAL RECOMMENDATI NS THE GEOTECHNICAL ENGINEER IS TO PROVIDE C 'RTIFICA ON ACCOMPLIS ON A LOT BY LOT BASIS THAT WORK HAS IN ACCORDANCE WITH THEIR G 4RECOMMENDATI D C i/ TRACT "A" F77015I47YUlf 77P ORACT EV7,1 OME DEVELOPMENT PLAN/ D2000 -197 KEY PLAN L RAY CI I RECEIVED = 40' OITYOFTUICWILA SEP 05 2 55 PERMIT CENTER 160 CO - co C7 c N W rn X 0 -C Y W 4n 5 u) q) U Z m� o p � TB 0 a, p Q In TITLE SHEET Pl.0 PHASE PLAN 1843B 1843A A 2119 2246 2108 2246 MOD'F.D PORCH X X X AREA LOT # LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 NOTE: 1. FOR EROSION CONTROL - EXISTING SILT FENCE (AS SHOWN ON C -2) TO REMAIN IN PLACE UNTIL PUBLIC WORKS APPROVES REMOVAL. 2246 2108 X B 2108 2246 2108 1568A 2246 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 C 2108 MOD'F.D (2) 2246 2060 2119 2060 4 2108 LOT 15 A MOIY (1) 2 3 LOT # LOT 21 PHASE PLAN i MOD'F.D PORCH 2119 AREA LOT 22 LOT 23 LOT 24 LOT 25 LOT 26 LOT 27 LOT 28 LOT 31 LOT 32 LOT 33 LOT 34 LOT 35 LOT 36 LOT 37 LOT 38 LOT 39 B 2060 5 2108 5 ( +2) 2246 2119 2060 1568A 1568B 1843A 1843B 1843A 1843B LOT 29 I D 1843B LOT 30 1843A 2060 2119 A 2060 2119 1843B 1843A 1843B 9 1843A 1843B 6 8 LOT 40 D 1843A 10 HOME PLAN MATRIX & SCHEDULE (SEE SHEET C -1 FOR STREET ADDRESS OF EACH LOTS) KEY PLAN • 40' 160 CITY OF TUh SEP ©620;'0 PERMIT CENTER CO • C O mom 1) W O x ° w o z � o o co mo O ▪ • c m N CO U TRACT 7- /ROPOUY LINE 7YP i 1TRACT BDYJ SOUTHGATE PARK D2000 -197 EX. LO7L/TY POLE 75" NADLE If BUFFER UT/L /TY POL IX RZ IZRY EX CONG WALL GRADING AND STREET PLAN PER CIVIL FINAL GRADING PLAN SHEET CO3.1 TRACT "A" - 0 20 40 60 80 SCALE 1:40 160 — -- s: 137TH S EET HE STEPS 4.5.0 NEW 5" ASPN. WALK' NEW 5" CON? WALK' SEE 5FIEET. A.0 FOR SITE STEP IIJFORIATION -- -R /N, RECEIVEb CE OFTUKWILA SEP 0 6 npll PERMIT CENTER a 10'HPTVA7E DRAWL EMIT 7d /WWATF OR NJAI2�ESUT CUT & FILL CALCULATIONS (IN CUBIC YARDS) THESE CALCULATIONS ARE BEING PROVIDED TO THE CITY OF TUKWILLA AS PART OF THE PERMITTING REQUIREMENTS. CUT AND FILL QUANTITIES ARE GIVEN AS TWO SEPERATE NUMBERS FOR THE TOTAL AMOUNT OF CUT AND THE TOTAL AMOUNT FILL ON EACH SITE. EACH CUT AND FILL QUANTITY HAS BEEN CALCULATED TO INCLUDE FOOTINGS, CRAWLSPACES, THE AREA UNDER THE GARAGES, BACKFILL FOR FOUNDATION, AND AROUND SITE WITHIN PROPERTY LINES. CALCULATIONS ARE BASED ON THE DIFFERENCE BETWEEN FINAL GRADES FOR 'PLAT APPROVAL VS. FINAL GRADES FOR LOT BUILD OUT. TOTAL TOTAL ADJACENT TO LOT \� LOT CUT FILL WITHIN R.O.W. \\- CUT FILL 01 348 133 0 0 02 177 266 N/A N/A 03 35 37 0 4 04 60 114 N/A N/A 05 N/A N/A 06 N/A N/A 07 n . Z N/A N/A 08 N/A N/A 09 N/A N/A LOT TOTAL TOTAL ADJACENT TO LOT CUT FILL WITHIN R.O.W. 10 N/A N/A CUT FILL 11 N/A N/A 26 12 N/A N/A 27 13 193 30 N/A N/A 28 N/A N/A 14 41 150 N/A N/A 29 N/A N/A 15 45 150 N/A N/A 30 N/A N/A 16 45 85 N/A N/A 31 N/A N/A 17 56 36 N/A N/A 32 35 81 0 83 18 N/A N/A 33 38 122 0 66 19 N/A N/A 34 35 37 3 7 20 N/A N/A 35 N/A N/A 21 N/A N/A 36 N/A N/A 22 N/A N/A 37 N/A N/A 23 N/A N/A 38 N/A N/A 24 39 N/A N/A 25 40 N/A N/A LX UAL/ POLE 1s' An�E- YE c1.7 AL /, POLE SOUTHGATE PARK PESWIAN 44'0 PU.1C I/TVTYEASME1LT 1 PL1A*S1.0AN AAO PUB/C U771, YEA0/ENT Z, ' 'OPEN SPACE EASEMENT GRADE COMPARISION IX ROCVERY IX CONC WALL— EA GUY POLE J -' I f0 " PUCB'/C � ZAava EDVT'I TRACT "A" / - - - - - FINAL GRADES FOR PLAT APPROVAL VS. FINAL GRADES FOR LOT BUILDOUT • 0 20 40 60 80 D -197 Op; SCALE 1.40 160 L,. TEL£ ITE STEPS A5.0 ,& 1377P11 'EET NEW 5' CONC.. WALK _ I NEW 5' ASPN. WALK SEE LET A5.0 FOR SITE STEP INFORMATION AECENED CI TYCFTUKWILA SEPo&2I' PERMIT CENTER CO CO L.0 U moo N X m Q� o CCS CO Z5 Q) 0 Z CVS iFs U a> o O Q 52m N C/3 SITE PLAN NOTES 1 THE SITE PLAN SHOWS FOUNDATION AND FOOTING OUTLINES THE FOUNDATION DETAILS NOTED ON THE SITE PLAN SHALL TAKE PRESIDENCE OVER THOSE ON THE BASIC HOUSE PLAN 2 OVERALL SITE TOPOGRAPHY IS SHOWN ON SHEET Pty & ALL FOOTING DRAINS ARE PER DETAIL 9/P&O 4. STORM DRAIN - SEE CIVIL SHEET -C-8. TIGHTLINE FOR HOME SHALL BE 4' NON - PERFORATED ADS N-12 PROVIDE 4% POSITIVE GRADIANT. TIE TIGHTLINE AND FOOTING DRAIN TOGETHER AT LOWEST POINT IN FOUNDATION. PROVIDE CLEANOUT AT JUNCTION THEN CONTINUE TI h''TLENE TO STORM DRAIN. & 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& & WATER SUPPLY FROM METER TO HOUSE IS 314' TYPE K COOPPER WATER METER IS FOGTICHT #1 CONNECT WATER SUPPLY TO WATER METER SETTER SEE CIVIL SHEET C-13. 7. DRIVEWAYS - ALL DRIVEWAYS SHALL BE 4 CONCRETE EXPOSED AGGREGATE OVER 2' OF 5/8' MINUS WASHED ROCK MAXIMUM WIDTH TO BE 20'-0'. MAXIMUM SLOPE ALLOWED IS 15%. LOTS2, 3, 4 ,.5,8,7,8,9,31,32,33AND34TOHAVE RESIDENTIAL TRENCH DRAIN TIGHTUNDED TO STORM DRAIN. ALL OTHER DRIVES TO HAVE 2% SIDE SLOPE GRADIANT & CONSTRUCTION SEQUENCING AND TEMPRARY EROSION CONTROL DURING FOUNDATION CONSTRUCTION SHALL BE PER SHEETS PLO , PL1, Pt2 P1.3 AND PIA. & EROSION CONTROL AFTER BACKFILL OF FOUNDATION AND BEFORE IMPLEMENTATION OF LANDSCAPING PER LANDSCAPE REQUIREMENTS SHALL BE STRAW PER KC. SURFACE WATER DESIGN MANUAL APPENDIX D. 10. CUT AND FILL CALCULATED FROM SHEET P.B. PACE L 1 I 89d20'S6 "E _, 50.00' / • These plans have been revi^'. ° , Works 7 = --- d net act :, - orordinances. T. uacy of the design rest_. ar. Additions, deletions or drawings after this date will vc id this aseeptance and will require a resubmlitc.i of ruvi5cd drac;;ngs for subsequent approval. Fidel acceptance is subject to field inspection by the Public Works utilities inspector. Date: j %By: e.t( FREOpfVED CITY OP TUKWItA SEP. n r ,. PERMIT CENTER. CO CO Lc, rn U m 5 . L's- 53 c oo x N U z L o mco •� o � co ✓ v mo tfi Q Q SHEET TITLE JOB NO 9850 DETAIL PLAN PUJAR DIN Da te By Description 7 i 17 111111; IT I Eft Aliehll t, I ' � v tt a�k`N. P All 1�! ti�AN1 tN OS. .OI 08/22/00 Frf MA PERMIT SET CITY COMMENTS • CLOUDED FOSTERVIEW ESTATES SITE SECTIONS THIS DRAWING IS Q COPYRIGHTED AND 5 THE EXCLUSIVE PROPERTY OF THE ARCHITECT L r 1 t l 1 1 i 1 1 1 1 1 1 1 ME" \ IMO \ I I I l i —t --F- 1—F 1 I 1 1 1 i I i i ! I 1 I I I I I y ! i �i c g ! ! ! d I l i i /I i 1 1 I 1 I I I I I I l i l 1 1 I I i I! 1 1 1 1 1 1 1 1 I I I I I I! I I 1 ± ! 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STEEL PLATE OSIERS • 4' Oa MX, 3 SHEET A-L) .1401ED CH SCIEDELE TOL EtAR • vERT.SAR • 16 Oa R11. WALL (EN, 3 SHEET A-U VERT.JBAR • S oc (DIV. 3 NEET A-V DAIIPEOCFPIG DIV 1 BR AD TINTILE. (D 1,3 MEET ME .4 BAR MEL .,3 NED A-0 SOLID WIE6TRATE SEE DETAIL SP/30 FOR .711NG ORAN CCEISTRUCTION (DM 2 SHEEP A-V NOIS rusT BE IN • FLACE PRJOR TO ELL • B A CaLL OF WALL TCP CF F15 TCP TCP CF J FO DATION DETAIL TOP OF J BAR NOM SO. MET N MACE PRE. TO ffl,L CF MOLL 24 S :1 I/2 CLEAR ' CLEAR 4 OvER V FNINE0 GRAD ri TOP CF F75 ‘ IFOR FROST/I NOTE. TED DECKS WILL NOTES USED FOR ALL CONDIT... INSTALL LOUER DECK CELT WEN GRADE REQUIRE-S. 266 RAILING 242 • 5 Ur OC (CLR DET. SEWN NOTTO DICEED 5/4 x 4 TX CDR DCK5 2 A1V - 07, - *T - O TYP. DECK CROSS SECTION 3/4"4-0* ATTACH LEDGER a/ 2 ROES CF UT LAG BOLTS AT W oc TYP. TJI FLWR FRAME. 4 • eomo FER PLAN 6. P.T. BEAM E.66 TO POSTS .OVE A. BELOW 24 FACIA WARD D GWATER DEE. THAN JOISTS/ L. BOLL 6. MEE E..E, TYR 6. P.T. POST a/ CB66 FM. GRADE (4) .4 SAR VERT. STUB NTO FOOM. .4 BAR GRAP • 12' oc. MN. T. 40, BOTTCEI 36,36WD' CONCPAD a/ (4/ .4 BAR EACH WAY CH 50LJD SUBSTRATE FOOTNG DEPTH FER .01E04 ENGNEER D2000-197 06200-19.JJ1 FOOTING DRAIN DETAIL FOOTING DOES CONDITION, FOOING HORIZONTALLY. 0 top TOP J BAR F SHED GRAD OUNDATION DETAIL 3/444Y (61 .4 BAR XX, 3 NED D SOLID SUBSTRA SEE DETAIL S£10 FOOING ORAN CONS (DIV. 2 SHEET A-V S TOP OF J DER EVIE ...EMT BE N FLACE MICR TO RLL • ESAMBLL WALL TOP CF TOP CF TUI UT CLEAR 1 1. 711: II VENICLAR SURCHARGE ' FOUNDATION DETAIL 3/4 FOUNDATION DETAIL 3/4"=T-0' L 2' 'RADE I 1.1 I CLEAR -0 -414 11 FOUNDATION DETAIL 3/e=f-C• TOP CF J BAR PEENED Gi.DE SLIDE IN NIS VEHICULAR SUR.ARGE FOUNDATION DETAIL 3/4" VE141 SURCHARGE ••■• BAR • TOP Emeax al VERT. BAR • 5" OC, FILL 14EIGHT CF WALL (DI, 3 SHEET A-V *4 VERT. J BAR • oc (DIV. 3 NEET A-U AE GO_ • 4 EXCEFT HORI BAR • 10' oc (DIV. 3 .EET A-0 DAMPPROOFING ( DIV 1 SW AV T514RNE (53,•.4 13. caw. (2/ AVOE (DIV. 3SBEET SOLID SUBSTRATE SEE DETAIL NES AR FOOTING DRAIN C. BEILICTICEI (DIV. 2 SHEET A-I) 03300-03 STEEL PLATE OC. (01, 3 SHEET EXCEPT AS NOTED ON SCHEDULE 1 EMBED. CD al BAR (3) AT TOE (DIV. 3 NEET A- SOLID SUBSTRATE SEE DETAIL 9A.B.0 • FOOTING DRAIN CONS tDIV. 2 SHEET A-I/ - N SHEET .0 FOOnNG DOF_S NOT SLIDE N THIS CANDID., FOOTI. SP HORIZCNTALLY. TOP CF SLAB FOOTING DOES NO CONDITION, FOOTNG HORIZONTAL, CF SLAB DE N TI415 GRANJLAR STRUCILRAL FLL SEE 500 EPOCHS RaIVATION OFFAL KR FOOTNil CONS1RLCTICOL FABRIC - 5004 CR ECUAL EGHTLINE RIGID PERFORATED FOE (4% Mk SLCFE) 55,0' A13_ WI YXTX366 SCE STEEL PLATE...EFS 4 0.O. (DIV, SHEET A-V EXCEPT ..1ED .SHEAROALL SCHEME 7 Mt NEED_ (2) 4 4 BAR • TOP • vERS1 BAR • ir OC. RILL HSGIR CF MAU_ Dtv 3 NED A-U .4 VERT. J BAR • 5' oc (D6,_ 3 SEET A-1/ '4 HORE. BAR • oc (DI, 3 NEET .4-1/ DAMP PROCNE. DIV1 NIT AD TIB.TLINE kr/ • HORE Bax 3, • ir DM 3 SHEET A-1.1 (6,4 BAR CONE DIV_ 3 NEET A-D SOLD SUBSTRATE SEE DETAIL 94,30 FOR FOOTING DRAIN mamma. (DIV. 2 SHEET A-)) 55,14/ A15111 STEEL PLATE 4', OC,DIV. 3 .LEEr 41 42 ExCEPT . NOTED CN SCHEME T TOP ar WORE BAR • EY cc (DI, 3 SHEET A-D 03300-ll 4 ▪ vERT. E3AR • S 0,11.111 .GHT OF WALL (DIV. 3 NEET A-D 5 VERT. J BAR . 60 • 5' oc (DIV. 3 NEE( A-D 03300-12 L. ea DA, FROM. DIV 1 SW AU. 1154TLEE KraffAtr FNE44 GRADE FOUNDATION DETAIL 314W-Cr FNISFI GRADE 3 -2' 0' FOUNDATION DETAIL 3/4t=r-O' TCP CF NAB S. r-3• zir NTS ' TOP J 3/4".1'-0' 1/2' CLEAR TcP OF a4R 55,10 AB. W/ 27(2,3/16 STEEL MATE III.HERS • 0.C. (D), 3 SHEET EXCEPT AS NOTED ON 54EARUALL SCHEDULE 1' MEL EMBED. (2/ .4 BAR • TOP • VERT. BAR • D o, PILL HEIGHT OF WALL (DI, 3 SHEET A-I/ 7'ilMr 41,w 4 NOR. BAR • IP oc 1 OvERLAP (MIN) MI, 3 SHEET 4-1/ TIGHTLNE PROORI. ( 01,1 514T AI) (5) .4 BAR CONT. (DIV. 3 SHEET SEE DETAIL 0050 FOR FOOTING DRAIN CONSTRUCTION (0)0. 2 SHEET A-I) ID SUBSTRATE RAZ OVER 4 ROCK E3ARRIOR 5/8,410 AB. LU/ 2,2,0/16 SC. STEEL PLATE WASHERS • 4 OZ. (DI, 3 BEET A-1/ EXCEPT (0 501)))) CIE WEARIIALL SCHEDULE V 55 5005)). (2, .4 BAR • TOP • vERE BAR • V' oc„ RILL HEIGHT CF WALL (Div. 3 SHEET A-V 5 VERT. J E3AR .60 e Es' oc (DIV. 3 SHEET A-1) DAM PROOFING ( DI) 1 SHT Auat ▪ NORZ BA.R • oc I OVERLAP (MITV (DI, 3 StEET WORL EaR (DI, 3 REM SEE DETAIL n 9/17 FOR (D)Y2 SEWS-I) (6).4. BAR CONT. (DI, 3 NEET AA) SCUD 9.13.51RATE 4' C.C... OVER 4' I.ZIG OVER vAPOR 5.10012 5/SW0' AB. W/ SC_ STEEL KATE -- w•614.5 * 4,7 00 (DIV. 3 SHEET A-U EXCEPT t20�5448 45 50150 55 546451555 .EDULE tiat B1E3ED. M BAR e TOP • v.T.EsAR (.01111. • tr (DIV 3 SHEET A-D V1ERL J BAR .60 • 6' oc (D1,3 SHEET A-D DA1IP FROCFNG ( WIT AV 4140KG BAR • 5" oc 1 OVERLAP MD (DIV. 3 SHEET A-1/ TIGRILNE 03300-06 NCRI BAR 3', • 17 oc (01, 3 SHEET 0.4/ SEE DETAEL 1/1 FOR FOOTE. DRAIN CCESTRICTION (DM 2 SHEET A-D (6/ .4 BAR CONT. MD, 3 NEET A4) SCUD SIB.51.1E 4' C.C. SLAB Ca. 4' ROCK OVER VAPOR BARRI. 55,10' AB. W/ 2,253/16 SO. STEEL PLATE WANE. • 4 GC. (DIV. 3 SHEET A-V EXCEPT . NOTED . SI4EAR44LL SCHEDULE T avec, (2) .4 BAR • TCP .4 VERT. EsAR • IP oc, RILL 4 14E514T . LOLL _ z (DIV. 3 SHEET A-1) 5 vERT. J BAR .60 • 5' oc '- COM 3 SHEET A-1) DAMP PROOF!. 001, 1 SHr AU (DIV. 3 NEET at HORS. BAR • 20 50 (1/ .4 BAR CONT. (DIv. 3 SHEET $ , L 10 0062040- 03300-0 4• CONC. SLAB CNER 4' ROCK OVER VAPCIX BAFR1CR 03300-08 SHED GRADE TOP OF J BAR NOTE FOOTING DOES .RFLONTALLY. FOUNDATION DETAIL 3/4.1-0" NOTE. \ FOOT). DOES CCNE/MCN, SPANS HORIZONTALLY_ TOP CF SLAB SLIDE 61 THIS .•exler AS. 2,O,C3176 5D- GEBEL FLATE WASHERS 0 4 0.C. (DIV SHEET .44) DCEPT AS NOTED . SHEARUALL .4EDELE 1 TIN. NEED_ (21 .4 BAR • TOP al BORE BAR 10 DC, (-9 505005 OVERLAP (DIV. SHIM" 4-1) vERT. J BAR 16' 0.C. ALTERNATE BENDS (D1,3 NEETA-1) TIGHTLNE DANFPROOF65 MI, 1 5420l 4-5 SEE DETAIL SPB.0 00 5001164 ORAN CONSTRUCTICN (D14(2 SEWS-I) SOLID SUBSTRATE (3) BAR CONT. (DI, 3 SHEET 44) I/2 0410 AB. EV 2,2,3W SD_ STEEL PLATE was.. DC_ (DIV. 3 SHEET 4-1/ EXCEFT NO.D SCHEDULE 1' MN. NEED. (2/ .4 BAR • TOP .4 uolaz BARI& 0.C, 1 COR,ER OVERLAP (D), 3 SHEET A4) N VERT. J BAR 16' 0.C, ALTERNATE BENDS (D)V. 3 SHEET A-I) TIGHTLNE DAMPPROOFNG (DM 1 SHEET 4-1/ SEE DETAIL S/P50 FOR FOOTING DRAM CONSTRUCTI. (VV. 2 SKEET A-D SOLID SUBSTRATE (3) •4 BAR CONT. (DIV. 3 SHEET A-1/ 55,10' AB. WI STEEL ELATE AS NOTED ON SCHEDULE (2/ • TOP 03300-01 53300-02 4 VERT. BAR • 12 OC, FULL HEIGHT OF NALL (DIv. 3 SHEET A-1) 4 VERT. J BAR e 6 (DIV. 3 SHEET A-I/ .4 FIORE BAR • 10 oc (DIv. 3 SHFLET DAM FROM. ( DIV 1 54411 au TIGHTLNE HORZ. BAR e 0• oc SHEET A-1) PERMIT CENTER RECENT N ' cry OF TUKWILA SEP 08 2na TffLE JOB No. 1 4 R /OLEO PERFORATED P/PE 5' WALK/ 1/77/17Y EASEMENT . WA71 WT�1 ATID PEE 20' P!/BLIC unL/TY/ PEDESTRIAN EASEMENT . CB 7B AX 18 CAP 10'HBVAIE S`ILER E97T PELlSTRNNAND PLEEIC IDIOT Y EASEMENT .. 10 RIMY WILWA EE3MT 10 PRIVATE DRAINAGE (SLIT ID MANCEESMT 'SLtl♦ �J, • 7529 ''-- J� 15 PRIVATEORM4VACF AN, SENFR ENT DE /N70 CATCH BASIN k 25 00 5' WALK/ URV7YEASEMENT 5' UAL /TY EASEMENT EX ROGYERY IX GY/YPLXE IX CGWC WALL TRACT " S WALK/1/77L/7Y EASEMENT NOTE AS-BY/LT INFORMATION IS AS OF 9/30/99. 41.4NHaE LIDS AND DRAINAGE ACCESS LIDS IN PAVEMENT AR( IN ATP RIM ELEVAAONS MAY CHANGE AFTER ANAL LA GER O ASPHAL T,PAVEMENT HAS BEEN APPLIED. 160. 1 155.79 (12 4: 16214 15259 12 15254 (12NWf WA1ER COURSE 25 6 A 1 9. iV 26 1 0.3 T N. 29(T1' /1) 7 .94 73859 12 14324 (72752 73144 (36NW) 29A(TYP //) 14922 731.72 (39W7 ), 13177 (36 SE) 30(TYP //) 14461 741.61 (OYEP.FLOW ELEVJ 13481 (729VWf, 130.31 (8° NE OUT), 13195 (36 SE) \ WEVAULT , 3 14006 (Al ACCESS) 142.63 (M /DOLE ACCESS) \ 14407 (5 ACCESS) JOA TYR 13.97 136 2 72 SW, 13672 (72 NE) 22 121.73 11967 (12 11955 (12 4 144.52 136.77 1 2 N E f, 73877 02 136.74 12975. 12 12974(12V, 13124 (8-S7 7 _O(W 1 .1 7 W L RES 3 -15 -00 PP W/ LUM /NA /RE EX ROCKERY CONC WALK 20' PUB, U7LITY/ PEDESTRIAN EASEMENT CONC.. OOR/I, GP,AVEC DR PP W/ BASKETBALL HOOP GRAIEZ CRP/ I I G1y O i CONC.. WALK= PLANTER BOX CRA ORNE CB RE 9332 89.74 (75 2 /E 8 &94 (242 5-1-00 EX ROCKERY GRA GRAVEL OR /NE 4' RIOND PERFORATED PIPE EX CONC. WALL EX GUY POLE i ce RE7 E 16saTP(�r.sE /' Y) E76187( /2'M SOUTHGATE PARK GAS EDGE OF EX. ASPHALT PLUCOED TO EAST B /OF /L 77P 77ON S!/YALE SEED MIX qp }ER'1 - .T W .s HAB7Y ASYN� A 8 .S A7 Ia'D AMTS ALAI IFi1017M E APARASS .I? A9 AIRY Y 7755 WOW( AT A RATE L1 60 EJRS /AQ MITN .K10'7IaYAL SAHG3' O? RHIZOMES O'' NAME 1E'71AAO RAMS SLAW AS BULL RUSH ( S ACM= YALZ 9 OP MOS00 141 CREERNC 391iE RUS'1(AEOGYEARIS PAUa7M SA SLOW,)/ Ste' (CARD( G9MP M OP 07NEWS AS ROTC �'D BY 77E 07Y. FLAWS SL►91 AS CA7TAt (DAMN LA77 /4 REM CANARY SUSS AS (PHALS Ala ARI P T L 4177 011 SAMARA) SHALE NOT BE 05E9 MEIER ANY ORMILSNCES LP LX ASPHALT FA EX. OAS LOCATE01 ON WEST EDGE OF PAYE- ; MENT L _1 a, \ \ \ Rf. � $ \,,,,00 /, • \ \ Z8Z` ,% \ o .SS 92 IS \ \o'kk EDGE OF EX ASPHALT SPEC /F/CA77ONS ALL INWRK SHALL BE 7/ CONFORMANCE IH171 AS DOT (APWA) STANDARD PLAN5 AND WELYT7CAnOYS FOR ROAD, BMOC£ AND MUN/C/PAL COYSTRUCnOV AND OTY R/KN1LA STORM ORA/NAL, STANDARDS CATCH BASINS SHILL BE TYPE 1 UNLESS 07P.ERHLSE NOTED. .]PE // C477, BASINS SHALL BE 54 -/NCH D/A ALL TYPE N CAMP DAMNS SMALL HAW LADDERS AND SA/27Y SR7S ORA/NAG2 PIPE SHALL BE PCY 1E771YLENE, SMOOTH WALL INTERIOR (N -12 BY AOS O° ECM4/I UNLESS O7HERMSE NOTED. PM' PRE SHALL BE ASTM 0 -3034 SIR 35 CLIP SHALL BE ALUMINUM 16 GAUGE UNLESS 07HERMSE NOTED. CATCH HAAN INLETS SHALL BE MANED CRATES MD/ 7HRU- -CURB FRAME FOR YEROCAL CURBS (SEE KING COUNTY DWG I/O. 2 -017, SHT C -16) OR ROLLED CURB FRAME AND GRATE (SEE KIND COUNTY DWG NO. 2 -020 S/T C -18), AS APP.RGPROATE CURB FRAME ARO GRATE (SEE KING COUNTY DWG NO 2 -020 SHT C -/8), AS APPROPR.,4, I MATCH UN£ E�PR 115 \\ \ \ \ EDGE NDO OF NED EX. ) ASPHAL T (ABA \ z liz/IIE17•E7Y so so @ 215 2757/ 0 0 20 40 EOGE OF EX ASPHALT (ABANOONL7T) CATCH BASIN DATA NOTE THE FOLLO8L/VC CBS ARE ACCESS OR ✓UNCAON STRUCTURES, NOT INLETS, (ALa a or s 137771 PIA OFFSETS A.@� 717 PAVE OF IIF�R£ ELM ME S'ONI) aye RM/ EZEY IN(E)PT ElEV D2 000-197 1 222.38 279.33 (8N) 2 21848 21548 (8'S) 3 21200 21067 (8 ow) 21052 N9 4 20475 200.70 (85), 20005 (8'N) 5 18613 161.22 (8S' 181.13 (12 18102 (12'NE) 6 18269 18609 (12V 7174.77 17173 (12 171.6 6 (12 8 174 43 17140 (57Vif') 9 17463 17172 (55E) 10 788.95 18154 (12E) 11 180.10 77579 (72 W), 17569 (12'.9E) 12 179.30 17541 (72 5E2 77533 (72NW,SIY) 1 3188.38 1 8 4.42 (12%740 14 18320 176.84 (12 SENE) 15 777.85 174.11 (12 NW), 17409 (12-5o 16 176.81 17355 (12WVWJ 17336 (121VE) 17 174.55 17050 (6 SE) 78 174.97 17004 OVERFLOW EIEYJ 17000 (6'.W 167.89 SE) 16067(3671W,SW,SE)76067(BOU 18A 17545 16645 (8 SW) 16595 (WW1 fg 76065 (36 A6 .SENE), 1160.54(8 07010 189 'NW) 17695 17324 (12 SWJ 150.65 (36 3E) : 74 (r2 NORTH GRAPHIC SCALE 0 21(TYP 1/) // REMOVE 31A 154.90 316 15355 31C(TYPE //) 155.00 32 151.62 33 148.69 34 150.33 35 14345 36 17653 \ 37 \ 37A 17/.21 38 159.97 \ \ 39 752.69 \ 40 15267 \ \ \ j OA 753.10 \ 47 151.72 \ 1 \ 42(TYP 77) \74549 \ NET 43(TYP //) 706.26 \lNO 1\ 44 22064 70 45 16977 LPMR\ I 46 13006 h1 74550 141..I5' (723) E .tr 147.37 i�UAR. 8 72 -ILLY' CIAlf1PT (A/A7EN EX IVIE475) 12" SO GT EDGE OF EX ASPHALT 15280 (12 151.80 (12 1500(12 148.5 (12EX /SANG) 14749 (/23 145.74 (12 3V), 14564 (12E) 14531 (12"E,W) C8f35 R/M 17374 (12V 16658 ( /2N) 166.31 (12 fv), 16626 (12E) 168.10 (12 15737 (12 15727 (12Ef 14939 (72 5'W), 14914 (12 15043 (OVERFLOW ELEY), 140.93 (8 06/0 74082 (36SE,SW) 148.60 (12 rive), 141.45 (36 SW), 14135 (35NW) 148.68 (8 - SW0 13985 0227, 13977 (8 13815 (8SW), 13807 (. 10_116 (12572 10300 (15 5E) 10291 (153/99 217.95 (W) 16672 (6 12817 (15 12608 (15 NW) WA1E4 COURSE 0,'00 - S 137TH STREET PLANNED RESIDENTIAL DEVELOPME1ff OFTUICw11E SEP 0 6 2000 FOSTERVIEW ESTATES PERMRCENTER DUJARDIN ip DEVELOPMENT COMPANY AN ALLEGRE ENTERPRISE EVERETT PHONE: 334-5018 SEATTLE PHONE: 743 -8140 Z ` F 0 40'ACCESS AAD UR/1YE91T 15"PPoVATESEU£R & DR /NAG( ESVT 31 10' UDL /TY EASEMENT RACT 5 CCU, EA522 /ENT '5 p?VAIELWAWALF AAD 3E11E4 EMT PEAESIMANAAD PL27/C IR/V1YEA.4i/EV 5' U71VTY E4S MIENT 1+1 i _ \ TRACT "A" 33 N N N N N, SOUTHGATE PARK KEYSTONE WALL 9I EX SAN A/.Y /9 -30 RE 187.7 /£ 1876 F s N N EX SAN MN /9 -31 RE 2084 /E 202.2 (8 "N, S & ALL MAM5YYES SMALL BE CHAT MI I ED 70 71E OWN/ OF THE SEMEWS EDGE LAS EX ASPHALT SPEC/RCA77ONS ALL MCMjY SHALL BE AV CAU'a41llAN ' MD/ Ml5 DIOT WIN) STANDARD aAAcy AAO SPArrG'A7A:W5' Fa? Rag; &frac A40 &C4 4t °AL COVSTRGC770/g (NY OF R.MM@A PYABL/C MAWS SE7107 C MISIRL CNON AAO DEIEZOPIIEVT STAMOAAVS AM VAL il.E SEMEN 41S7RICT STAAVAR0 S°EC1/7CA71011S A/ 4F,aES .SMALL BE 48-NCH DIAME117C 77P 1 NW ELL'i9V7RC CY ES • MAXMIA:M/ NOWT Cr we R/SO? A90►£ 774E CCM SF/ALL BE 24 ACYLAaMG FRAME AM7 OMER BASE SML7XW .SMALL CON7XIN A PRITAB9CA7 V 7 • E CHAVAA2 W/FA CY ? ASS S4PPOR7ED PLAS77C QV BY LAVER LID IHE AYlf?T a' Ih£ 01/72ET SEM? SMALL BE A M VMW Cs al FEET BELO/Y 77/ INCVANNO AVIERT EZEVA77O S ALL MA■'KYE3 STALL HALE LAMERS AM2 SAFETY STEPS MEW POE SHALL & AS7MD -.310.741 SW al NOTE. AS-BUILT /NFORA61770N IS AS OF 9/30/99. MANHOLE LIDS IN RAI/EVMENT ARE IN :ATP. RIM ELEYA71ONS MAY CHANGE AFTER F/NAL LAYER OF ASPHALT PAI/£MENT HAS BEEN APPLIED. 1 7T_ySTI E _ -- es DAMP EX SAN MH /9 -32 E, RE 2377 r oo /E 230.1 D2000 -197 LX SAN MI /10-72 RE 10£46 /E 18290 (8 /N SJ EX. ROCKERY 10224 " OUT NJ EX CO. WALL NOTE .SEE $V13' C -15 & C -16 FU4 PROFILES S1,32. S7, ET NORTH GRAPHIC SCALE 0 20 40 80 1 ° =40' EDGE OF EX ASPHALT (ABANDONED) iae PIPE DATA MH NO TO 1MH NO. SCOPE 1 2 9.55% 2 EX 1271X 3 4 6.51% 4 5 1.94X 5 6 173% 6 7 267X 7 11 10303 8 79 10350 79 9 B 84X 9 70 5.350 10 11 711980 11 12 14953 12 13 8660 13 14 5292" 14 75 7240 15 18 15280 16 17 5453 17 75 2249, 18 EX 1446.1: 20 19 15730 CO (LOT 32) 20 12.20 I' RAY EX. SAN NH /10-20 MANHOLE DATA 16 17 18 19 - � 146.T ti - 3 — 137�X STREET 1E 134.1 (81/11) /E 7338 (8' OUT) EX. SAN MN /10-32 RE 14986 RAW /E 14211 (B" W) /E 141.45(8 " S) /E 141.35 (8 E) HOSE OF EX ASPHALT Cay EXPIRES 3 -15 -00 RECEIVED PLANNED RESIDENTIAL DEVELOPMENT SEP 0 S annl FOSTERVIEW ESTATES PERMIT CENTEF DUJARDIN p; DEVELOPMENT COMPANY AN ALLEGRE ENTERPRISE EVEfRETT PHONE: 334 -5018 SEATTLE PHONE 7. -8140 NH Na RIO EIEV 9/IHRT ELEV T 176.92 17169 2 16599 15977 15935 3 1 %9 151.41 4 8330 17304 17287 5 17509 17124 17119 6 17558 16963 16553 7 174.79 16696 166.72 8 18993 181.20 9 f7870 17042 170.13 10 17227 163.72 19342 11 C 16867) 1592? (twat( MH 7) 15922 (FR06f MH 10) 15972 (WV 12 7 757.93 4 147.90 14745 13 75345 ) 14295 14265 14 14468 C 13548 13518 15 7 136,60 I 131.90 (PROs' MH 14) 73177 (FROM Mil 17) 13141 (OUT). 146.73 74073 13547 13532 12090 111.50 11095 186.09 17563 (FROM MH 20) 17554 (FROM/ MH 8) 17514 (OUT) 20 19758 £4' SAN NH /10-37 A z C -12 PPVSTAAAVi LERECT 1117EA1VAII MAX Or 25- Ara 70 NORM OFFSET a- fAgV C TRACT "B" IEEE YKIE NOM LEFZECT NX7ERAGAY MX Or 25' PER .AaNT AS AE EDE9 7D LOCALE NH1E MARL AS AMAMI al PLANS 1 - 8;P26' It70#0x10 RBVIEEX BM CONCRETE 0R/YE LOM CTEX B M N /AENB' M 1 - e; 45' BOO BM IVJ TRACT "A LIE - 7MP • 1 - 8; 4SEAD (AK, iv MV . X' l CONCREE MOW 1- ir ORES (11x v 4 - 8' 61 g *WA z NI L FgOL171C 1- 6'6/7" NUEi L 1- HMAPNI AIMED '(2/'RINI COICIE7EdO ND 4 • . 1- 8'x 6 EE z 81 1 - 6'61ff WCIE(fL xAt(1 1- MAPAYTAS59HYE73VMB) d \EX• A OI? �. S 137711 S EDGE OF EX STANDARD NOTES #6TALL AENPPVSTAIOV f F NT C -74 ti DEFLECT M17E1f1441 AS AEab 25- A/Ar PER ram - CORNERROCM71C 1- ex."' 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STOCK P/LES .MALL BE COIfRED CI?AIG ALL PERWS Or PIPE/2°/TA7/ON 22 A101711752 PAV 7O4 COI PAC11ON AND AAa.Y' 74% 021/77101 LEST RECMED AND CC P.E3 CF MST AEPOP7S Sa9I077E2 7V THE DASIRKT OVONEER AU AC1KV/ L.1M? f'AWD AM 7174.77C AREAS .SMALL BE 95T WAWA/ OEA/SYTYWARM R'7O? POP AVM D-1B55 ALL 0711 ER AREAS IO, BE PDX MAAZANAV BMW' A/GYIFED PR1'CIOE 23 ALL YAL If:$ FITE HYDRANTS AND SERWLES 70 TIE AE727P SKIP 7O BE Attall0 9 AS PART O ALL PRESSURE AND FUR/7Y TESTS NO EXCL'P77aVS 2�( TRAFFIC CWAPO' .MALL BE AV AC'O97AN S A'D1 CITY a'' MAMA REOLWEVEYTS 25 ALL PPE AM APPURTENANCES 70 BE 7E81ED 70 WI NN 10 FEET Ar ANY Oa1NEC770N PO/N75 UNLESS OlNERIIIM- APPROIED BY,7EiWFN 26. CONCAVE THRUST BLOOYIM; SHALL 55 PIEOND D AT ALL BOOS 7E= VAL IES a? OTHER APPUWTDVANCLrS IMfE7PE INTERNAL FORGES REOUWE W37SAM/7 &MOW SJYALL BE AV ACCORDANCE NM MO /725 STANDARDS 27. 77/E 7ES7INL AND LNSINFECTIOY Or THE NAM'? SYSTDY.MALL BE 1117 ESSIFD BY HO 025 1- 8'x r7A 1VxFi1 -6' CAEMILIE(TZx 1- IrPLAIE 2aale sfEP/0#925 A`Z 4 \ 1 - MARVTAS:MKT(984' (SEE rD A N WIRE - 7)P) GptOff7ERAMS ALL REI/011177 HYDRANTS SHALL BE DEZ/)€°m 70 THE 1141ER LICS7RICT TARO BY Dar CONTRACRE 1 - 8'x4" 72T mower Ix 4 W 177 AEZYB' - 4' 45' ifRT BEARS AEZOCA7E EX 4' VALW LODE" of cmciera- . 'w - EX ASPHALT 4 W(C" \ f - 8' x 6' TEE (M✓ X IZ) 1 - 6' CA� VALE REwIf EX /1W LYSTALL NEW HID BODO WALK 157' RU ? CITEBLOOMS 1 -8'x6' IEF(AV x R) - CAE INGE(R x 1 - thErmf AS YASSRV MOVE BLOOM NORTH GRAPH /C SCALE 0O 40 0 1 °= 40' D 2000 -19 EXPIRES 3 -15 -00 CITY OF T UKWILA PLANNED RESIDENTIAL DEVELOPMENT. JAI ;� S 2f :: FOSTERVIEW ESTATES PERMIT CENTER DUJARDIN DEVELOPMENT COMPANY AN ALLEGRE ENTERPRISE eveH[ii rerox • .ssa - xntl SEATTLE PHONE: 743 -6140 96152.00 C -13 li6' IJ13ij X! W N onP4 ➢ PiR - ,00p ., 'ROO Al 1.1141111 igi liii;m1 a s � � itip Wil $��.� Ya411 � r aa ��n *; �t W s" 6 SY t;$.4 E 1 R S 1 it A? l �1 1 T PW I !,/' 9 1! 11 € � it rg, li k lil 2 . 44 I I f ; R §$Y1 1 1 ' a Elr I iJ I F s6 e a s h i 11 411 1 0;4 1: "'4' 4C1' 1r14411101 441 41 li„epilil �� s ��' ij i iI : iI iI � � l Isia i # a , i § 9%1 [R III , sr 1• .4� A;ilk type la -�Ya6 � & � Y a r1 � 4 4 11 2 Ili; t i j 11 i a4 1 184 ' 1 11 a I�lI � 1 it 11 r e � 1 I a t '-'0 I1P Cw CW i 1,411 I 1 4 a H a it 1 IN RJR a III p I a rIr 1 • ifq i;I dig 44 ;g a - I F F4 4 I a Y a ga � ^9 W li ppP o P I U ai � a'�� 1 IEJIIPi 1 a i9 till! s a, 3 Via` F 6 c s , i� AO I SHEET f Kappler Architects, P.S. 14311 SE 16th ST, Bellevue, Washington 98007 (425) 641 -5320 * Fax (425) 641 -5318 STANDARD CODE NOTES Date By Description ` '« `��1 " " ` " "r �! 1 ril s I I c Nr, I = — THIS SHEET HAS BEEN PREPARED FOR SINOLE FAMILY HOUSING TYPE V NONRATED CONSTRUCTION. THIS DRAWING IS © COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT MN r -1 li6' IJ13ij X! W N onP4 ➢ PiR - ,00p ., 'ROO Al 1.1141111 igi liii;m1 a s � � itip Wil $��.� Ya411 � r aa ��n *; �t W s" 6 SY t;$.4 E 1 R S 1 it A? l �1 1 T PW I !,/' 9 1! 11 € � it rg, li k lil 2 . 44 I I f ; R §$Y1 1 1 ' a Elr I iJ I F s6 e a s h i 11 411 1 0;4 1: "'4' 4C1' 1r14411101 441 41 li„epilil �� s ��' ij i iI : iI iI � � l Isia i # a , i § 9%1 [R III , sr 1• .4� A;ilk type la -�Ya6 � & � Y a r1 � 4 4 11 2 Ili; t i j 11 i a4 1 184 ' 1 11 a I�lI � 1 it 11 r e � 1 I a t '-'0 I1P Cw CW i 1,411 I 1 4 a H a it 1 IN RJR a III p I a rIr 1 • ifq i;I dig 44 ;g a - I F F4 4 I a Y a ga � ^9 W li ppP o P I U ai � a'�� 1 IEJIIPi 1 a i9 till! s a, 3 Via` F 6 c s , i� IT-6' G V2' / 1-4' I L I'-6' 8' -9 0 / b _ _J / 4' -9 •a 1 ( FP-22 I 1 I _J Deck P.T. WOOD (FP -14 ,, l' -3' 6050 6068 5GD 2650 2,0 WALL Unfinished Basement CONC. 1' -3' 8'-4 V4' 12' -8 3/4 (FP -,1_51 I _,; �� -n I 0 J id/ ' \ I 1 L_ I v Ilk I IIP-10- . , iiiiiiiiii minimum! em! el J I- e ® -I I Garage CoNc IFP-3 ) (FP-10) ® 1 11 'DI Z 1.1=1/ Bat 11 ( FP 24) tiprzai 1 I/2' dak Illft 24' - 0' 28' -4 ' SYMBOLS AND LEGEND ❑F FAN- DIRECT VENT TO OUTSIDE - BATHROOMS/LAUNDRY 50 CFM MIN. - KITCHEN 100 CFM MIN -WHOLE HOUSE FAN 100 CFM MIN. vTOS ® WHOLE HOUSE EXHAUST FAN CONNECTED A 24 HOUR TIMER - 100 CFM MIN., VTO TQ THER'IOSTAT ® 50' ABOVE FLOOR L 110v SMOKE DETECTOR PER UBC WITH BATTERY BACKUP INTERCONNECTED (� 24 HOUR TIMER TO WHOLE HOUSE FAN MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR UNITS: PER DIV. 15,16 SEE SHEET Al FURN A. PROVIDE C' 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. WRAP WATER HEATER TO FRAMING TOP AND BOTTOM. D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. \ Ackak Icarvir • FOUNDATION LOWER FLOOR PLAN Scab I /4'.I' -0' 1 0 m ©‘f 2x8 CRPPLE. ABOVE TIP V2 GAB OVER ROW) INSULATCN GLUED TO TONG. STEM WALL FP -l4 NOTE: - -24 SITE SPECFRC FOUDATICN PLAN TO EE INCLUDED WIN EACH LOT SPECIFIC PERMIT PACKAGE. C D2000- I GENERAL FRAMING NOTES r ( FP -I ( FP -2) ( FP -3 ) ( FP-4 ) ( FP - 5 ) ( -6 ') (FP -1) (FP - 8 ) ( FP - N FP-10) ( FP -II) ( FP -I2 ) ( FP -I3 ) (FP -14 ) ( FP -IS ) ( FP -I6 ) ( FP -i1 ) ( FP -IS ) ( FP -19) (FP -20) ( FP - 21 ) (FP -23 ) FP -24) I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS, 2. SEE TYPICAL MATERIALS LINT ON SECTION SHEET 3. SEE COVERSHEET FOR ALL NOTES AND REQUIREI ENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. 4. TRIER DESIGN BY MsNIF_ TRUSS PLAN SHOWN 15 FOR GENERAL LAYOUT ONLY SEE Dt, WOO SHEET A -I - TRUSS LOADING SEE DI, 010001A SHEET A -I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMED FLAN 5. ROOF FRAMING SPACNG, 24' oc_ LINO_ 6.ROOF PITCH - EXTERIOR PER ELEVATION INTERIOR PER SECTION 1, RAFTER TAIL 2x4. VERIFY a ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. g. ALL. HEADERS ARE 4x10 OF 2 UNO. P4 _ :HIDE CI) TEENIER STUD UP TO 4' -0' SPAN (2) TRIMMER STUDS OVER 4' -0' LINO. NET DIV. 06100 SHEET A -I FOUNDATION KEYNOTES CONCRETE STEM WALL 8' WIDE WITH MIN 15,1" FOOTING. NEE DETAILS FOR ADDITIONAL INFORMATION SEE DIV. 3 SHEET A -I CONCRETE STEM WALL 6' WIDE WITH MN.. 12Sc6' FOOTING. SEE DETAILS FOR ADDITIONAL INFORMATION. SEE DIV. 3 SHEET A -I CONCRETE SLAB ON GRADE SHALL BE 4' THICK STEEL TROWELED FINISH. WI 6x6 WI4xWL4 MALE ON 4' GRANULAR FILL. SLOPE 2' TO DOOR PROVIDE THICKENED EDGE AT DOOR SEE DIV. 3 SHEET A -I Ex6 POST ON CB66. I' ABOVE. SLAB ON 36',36'x8' MAT FOOTNG ON SOLID SUBSTRATE W /(4/ 4 TAR EACH WAY. SEE DIV. 3 SHEET A -I CRAWL SPACE VENT. SEE CALCULATION BELOW SEE DIV. I SHEET A -I ALL CRIPPLE WALLS ARE 2. OR 3x4 s I6' oc LINO. 14' MIN STUD LENGTH PER MC SEE DIV. 6 SHEET A -I 4x10 BEAM LINE. MIN I CLEARANCE FROM CONCRETE AT END OF BEAMS SEE DIV. 6 SHEET A -I 4x4 POST (SCAB POST AND BEAM WISH 2x4) ON 90• FELT ON MAT FOOTING UNO. PROVIDE 4x6 POST ® BEAM SPLICE A POSITIVE CON- NECTION FROM POST TO FOOTING_ PER DETAIL 16/DI. SEE DIV. 6 SHEET A -I 6 MIL BLACK POLYETHYLENE GRO..ND COVER ON GRAPE SEE DI, 1 SHEET A -I ELECTRICAL SERVICE: PROVIDE (I) 2 I/2• SCHEDULE 80 PVC CONDUIT FOR ELECTRICAL SERVICE AND (I) S /8'x8' LONG GALVANIZED ROD FOR ELECTRICAL. GROUNDING. SEE DIV. 16 AND VERIFY W/ SITE CONDITIONS BLOCK OUT IN STEM WALL FOR DOORS, HvAC, ETC. AS REQUIRED IS'x24' CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE DIV. 010022 SHEET - A -122 PRESSURE BLOCKING OF SAME SIZE AS ADJACENT JOIST. 24'X14'(1' MAT FOOTING ON SOLID SUBSTRATE W/ (2) *4 BAR EACH WAY OR IV STRIP FOOTING PER DETAIL_ 16/DI 30'X30•Xl• MAT FOOTING ON SOLID SUBSTRATE W/ (2) •4 BAR EACH WAY OR IS STRP FOOTING PER DETAIL 16/01 36•X36')112' MAT FOOTING ON SOLID SUBSTRATE W/ (2) 4 BAR EACH WAY STUB STEEL 12' INTO SLAB ® 12'oc FLOOR JOIST SEE DIV. 6 SHEET A -I 4x8 BEAM LINE, SOLID BLOCKING BETWEEN JOIST OVER SUPPORT. SEE DIVISION 06100 SHEET A -I PROVIDE SOLID BLOCKING THRU JOIST SYSTEM TO PROVIDE SAME AREA OF WEAN SUPPORT AS ABOVE AND BELOW SEE Div. 6 SHEET A -1 MIN 1' CLEARANCE FROM CONCRETE AT END OF BEAMS I FP -22) EXTEND PIER MIN IN BELOW SURROUNDING GRADE 3' DIAMETER STEEL POST EDGE OF CONCRETE SYMBOLS & LEGEND POINT LOAD FROM ABOVE 4 POINT LOAD FROM ABOVE W/ LOADED ® c POINT LOAD TRANSFERING DOU.N POINT LOAD TRANSFERNG DOWN W/ LOADING g QY HANGER POINT LOAD TRANSFERED BT KICKER Q HOLD DOWN WITH SIZE DESIGNATION 1 ' VERTICAL STRAP WITH' SIZE DESIGNATION TO BE USED ON FLOOR BELOW ST_xx HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES WEAN CALCULATION WITH INDEXED NUMBER EXTENT OF SHEAR WALL TYPE OF SHEAR WALL I L WALL ABOVE WALL BELOW NOTE UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. RECEIVED CITY OF TUKWILA SEP 0 6 %OH PERMIT CENTER N m N TILE J06 NO.: X022 BASE PLN B2000 -059, SHEET A2.1 99090.22 I�� 2x8 P.T. DECK JOISTS s 16' oc. / 2x DECKING OVER EXTEND POST gip THAIDECKBELCW TO FOOTPJG 1:0 P.T. LEDGER m/ �. 1/2 LAG � BOLTS a 12' oc. ST4GCa�D AND LU28 JOI FIANGERS. _ �I MAIN FLOOR FRAMING PLAN Scale V4'.I' - ®' If, is; 1 GENERAL FRAMING NOTES I 1 FRAMING PLAN KEYNOTES 1 F -I F -2 F -3 F -4 F -5 F -S F Z — F -S F -10 F -II F -12 l F - 13 F -14 l F — IS o, 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 MANF. TRU55 PLAN SHOWN IS FOR GENERAL LAYOUT ONLY SEE DI, 6100 SHEET A -I - TRUSO LOADING SEE DIY 0I0001A SHEET A -I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMMG FLAN 5. ROOF FRAMING SPACING, 24• oc_ LINO_ 6.ROOF PITCH - EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1. RAFTER TAIL 2x4_ VERIFY a ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN g. ALL 14E4DES. ARE 4x10 DF •2 UNO. PRO,,, E (U TRIMMER STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUD5 OVER 4' -0• UNA_ SEE DIV. 06100 SHEET A -I BACK FRAMING AND SOFFIT AREA A5 REQUIRED TO - ALLOW FOR HVAC DUCTING. SEE DIVJS SHEET A -I RAKED PONY WALL ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS, ALIGN EDGE OF JOIST WITH FACE OF WALL ALIGN INSIDE FACE OF BEAM WITH OUTSIDE FACE OF WALL UPSET, - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOIST AND TOP OF BEAM EXTENDS UP ABOVE JOISTS TOP OF BEAM IS FLUB -I WITH BOTTOM OF JOIST WITH NO TOP PLATE. CUT ADJACENT FRAMING MEMBERS IMO BEAM FOR ADEQUATE SUPPORT. ATTIC SPACE VENT SEE CALCULATION SEE DI, 01002 SHEET A -I FLOOR JOIST - SEE SCHEDULE DWG_ SEE DI, 06100 SHEET A -I SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PRESSURE BLOCKING SEE DIV. 06100 SHEET A -I FLUSH - BOTTOM OF BEAM EVE! 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 BLIMPS DOILPI BELOW JOISTS 2X6 OVERFRAMING a 24' 00 2x6 CEILING JOISTS e 24' OC D2000 —] 97 SYMBOLS & LEGEND POINT LOAD FROM ABOVE cY POINT LOAD FROM ABOVE W/ LOADING POgg: INT LOAD TRANSFERNG DOWN % POINT LOAD TRANSFERING DOWN W/ LOADING HANGER POINT LOAD TRANSFEREE> BY KICKER HOLD DOU5 WITH SIZE DESIGNATION w VERTICAL STRAP. WITH SIZE 0E4150/010N e TO BE USED ON FLOOR BELOW STxx HORIZONTAL STRAP WITH SIZE DESIGNATION' O INDICATES SEAM CALCULATION 4104 INDEXED NUMBER EXTENT OF SHEAR WALL TYPE OF SHEAR WALL WALL ABOVE 1.E11122EEM WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE 140T PROVIDED IN THESE DRAWINGS. C OF ILA SEP06 -4r PERMIT CENTER E0 LQ CO LO CO N U_ Tn TIRE JOB NO. 9909022 BASE PLN B2000 -059, \ \ I P-4 1 Nook I(, En T ' .0•.95 ,UI 43,5E v v v VINYL l� hen i �n § P-5 FamilyV CAr�f'ET ° o Q Gl ,0•�4l ( 2xb � Pantry 2x611bY-1- DN (- c. 18R 9 1111 (P3) Dining in 8' -9 V2' 3 ( P -15 I ivir i m tl1 .36' HIGH HALF WALL col I11002 CAP 2x6 WALL ` \ E SQ7AF£ CARPET 9 m - 0 9 Pwdi _ =- Pwd ( P -12 J VINYL EntrY Tr IR MEMO r ,UI 5' -312' 2' -l' 3' -912' P_I9 c. ( P -6 ) I Porch c TONG ■., `. 2' -2 1' - 2 12' ( p -9 - Garage -- -- (P 1 ( P -1 ) r 1 16010 OV16) DOOR i DUI E•,41 A 1111111 I V I • Cl _ E. L SYMBOLS AND LEGEND ❑F FAN- DIRECT VENT TO OUTSIDE - BATHROOMS /LAUNDRY 50 091 MIN - KITCHEN 100 CFM MIN. -WHOLE HOUSE FAN 100 CR1 MIN. VTOS ® WHOLE HOUSE EXHAUST FAN CONNECTED A 24 HOUR TIMER - 100 CFM MIN. NO ❑T THERMOSTAT o 50' ABOVE FLOOR ® 110v SMOKE DETECTOR PER USG WITH BATTERY BACKUP INTERCONNECTED 24 HOUR TIMER TO WHOLE HOUSE FAN MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR UNITS FER DIV. 15,16 SEE SHEET Al FURY 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 TOP AND BOTTOM. D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. GLAZING CALCULATION TOTAL F OF HOME 2246 SF TOTAL F OF GLAZING TOTAL % OF GLAZING 262.2 SF 11.7 S SF. 15 CALCULATED USING THE REQUIREMENTS SET FORTH IN THE WASHINGTION STATE ENERGY CODE. REFER TO ADDITIONAL DOCUMENTATION TO SUPFORT THODOLOGY OF PERFORMANCE COMPLIANCE 6'- 150 I' - 10 lir K' -3' 20-4' 8' -3 V2' A _2' -11 V2' A 5' -012' A 7 12' 2640 40+11 MAIN FLOOR PLAN Scala V4'.P_ ®' 4' 2' -8' 1' -6' GENERAL PLAN NOTES I FLOOR PLAN KEY NOTES I P -1 ( -2 1 ( P -3. P -5 ( P -6 J ( P -1 ) ( P -8 ) ( P -V J ( F'-10 ) t P -II ( ( P - 12 ( P -13 ( P -14) ( P -I5) ( ( P -11 ( ( P -18 ) ( P -19 ( P -20 J ( P -21 ( P -22 J P -23 ) ( P - 24 I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. ENERGY AND AIR QJ4ILITY INf : ATICN SEE DIV. 11 SHEET A -I 3. SEE BUILDING ELEVATION FOR WINDOW OPERATION SEE DIV. 8 SHEET A -f 4. SEE TYPICAL MATERIALS LIST 044 SECTION SHEET 5. SEE COVER SHEET FOR ALL NOTES AND REQUIREMENTS CONCERN.. MECHANICAL, PLUMBING, AND ELECTRICAL. OCCUPANCY SEPARATION: APPL • T/) LAYER 5/8' TYPE 'X' G111$- TO ALL WALLS AND CEILINGS OF GARAGE SIDE FROM FOUNDATION TO SHEATHING- WRAP POST AND BEAMS. APPLY (2) LAYERS TO TRUSSES AND TJI FLOOR JOIST. SEE DIV. 010025 SHEET A -I 13/8' MIN_ SOLID CORE DOOR WITH SELF CLOSER TO BE TIGHT FITTING SEE DM 010025 S1-VET A -1 STAIR ASSEMBLY NOTES PER UBC SECTION 1003 A HEADROOM MIN. 6' -8', WIDTH MIN 3' -0` B. TREADS 10' MIN DEPTH, RSERS 8' MAX HT_ G. HANDRAIL MIN- 34' TO MAX 38' ABOVE TREAD NOSING. HANDRAIL 112' MIN- TO 2' MAX CROSS SECTION DIMENSION AND 112' MIN- CLEAR FROM WALL, RETURN RAIL ENDS. D. INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALLS/ 0 COVER USABLE SPACE UNDER STAIR W/ 5/8' TYPE 1 5' GAM. (2) LAYERS a CEILING AREAS F. INTERMEDIATE BALUSTERS SHALL BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS. SEE DIV. 01002.6 SHEET A -L SAFETY GLAZING PER UBC, SECTION 2406 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. WITI -1IN STAIRWELLS F. WITHIN 5' OF TOP OR BOTTOM OF STARS SEE Div- 08800 SHEET A -I EGRESS WINDOW PER UBC, SECTION 3104 SEE DIV. 08600 SHEET A -I IGNITERS FOR GAS FIRED APPLIANCES IN GARAGE TO BE IS' MIN, ABOVE TOP OF SLAB. SEE DIV. L5 SHEET A -I COVER WALLS ADJACENT TO TUBS AND SHOWERS WITH NON- ABSCRBENT MATERIAL TO 10' ABOVE DRAIN INLETS. SEE DIV. 05250 SHEET A -I (2) LAYERS OF FLOOR SHEATHING OVER FRAMING. 8 MAX RISER WITH 10' MIN Vol IF MORE 11-IAN (3) RISERS, HANDRAIL REQUIRED PER UBC, SECTION 1006 SHEET A -I IV x24 CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE DI, 010022 SHEET A -1 22 x30 ATTIC SPACE ACCESS W/ 30' HEAD CLEARANCE. INSULATE AND WEATHER STRIP. SEE DIV. 01002.1 SHEET A -I FLOOR MATERIAL BREAK LINE WALL LINE ABOVE WALL LINE BELOW F.REPLACE ASSEMBLY NOTES. A DIRECT VENT FIREPLACES, INSTALL PER MFG: SPECIFICATIONS, SHALL CONFORM TO SEC REQUIREMENTS. SEE DIV. 010028 SHEET A -1 B. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO 400 REQUIREMENTS. SEE DIV. 010028 SHEET A -I C. HEARTH SHALL CONFORM TO UBC REQUIREMENT. SEE DIV. 010028 AND 9 SHEET A -I D. 5/8' TYPE '0' GUI. ON HOUSE SIDE OF CHASE CLOSURE TO ROOF SHEATHING. SEE SITE PLAN FOR EXTENT CF WALKS AND DRIVEWAYS 3' DIAMETER STEEL POST 36' GUARDRAIL PER IOC 5052 - A. AT STAIRS SLOPES AT 36' ABOVE STAIR NOSINGS. B VENT FOR MECHANICAL. I' CLEARANCE ALL SIDES PER UBC SEE DIV. 15 SHEET A -I PLANT SHELF UPPER AND LOWER LINEN CABINETS SOFFIT AREA INTEGRATED MAKE UP AIR 2x6 STUDS W/ R -I9 INSULATION MIN. D2000 -197 SQUARE FOOTAGE MAIN FLOOR 995 SF UPPER FLOOR 1251 SF UNF. BASEMENT 950 SF TOTAL 2246 SF GARAGE 503 SF DECK / PATIO 139 SF SQUARE FOOTAGE 15 MEASURED TO 040 OUTSIDE FACE OF WALLS. STAIRS ARE COUNTED ONCE IN CALCULATIONS. OPEN TO BELOW SPACES AND GARAGES ARE NOT INCLUDED IN CALCULATIONS- CITYOFET(N)Ei( LU SEP 0 6 20n P ERMITCENTER z 0 LO Q cc co !:22:24 Sheet MP Wor L A� S� D2 UPPER FLOOR /LOWER ROOF FRAMING PLAN F -8 ALL FLOOR JOIST ARE: II - /8' TJI "PRO 250's AT 192' oc VERIFY W/ MFG LAYOUT. SEE DIV. 06100 I GENERAL FRAMING NOTES I I FRAMING PLAN KEYNOTES F - i l F -2 SYMBOLS & LEGEND POINT LOAD FROM ABOVE POINT LOAD TRANSFERMG DOWN POINT LOAD FROM ABOVE W/ LOADING ��� POINT LOAD TRANSFERING DOWN WI LOADING 9Q HANGER POINT LOAD TRANSFERED BY KICKER !r HOLD DOUN WITH SIZE DESIGNATION 4:7" VERTICAL STRAP WITH SIZE. DESIGNATION TO BE USED ON FLOOR BELOW STxx _ HORIZONTAL STROP WITH SIZE DESIGNATION EXTENT OF SHEAR WALL TYPE OF SHEAR WALL 1 WALL ABOVE IEEZ.ZEn WALL BELOW NOTE 11NLE55 OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED N THESE DRAWINGS. BASE PLN B2000 -059 9909022 F -3 I F -4 F -5 ) F -6 ) F -T F -8 ) l F - ) F -II F -12 ) l F -13 ) F -14 F -I5 ) L SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS_ 2, SEE TYPICAL MATERIALS LIST ON SECTION F�F SHEET 3. GEE COVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. 4. TRUST DESIGN BY MANIF, MIST PLAN SHOWN IS FOR GENERAL LAYOUT ONLY TEE DIV. 6100 SHEET A -I - TFAISS LOADING SEE DIV. 010001A SHEET A-I - TRUST SPAN PER FLOOR PLANT - TRUSS TYPE PER ROOF FRAMING PLAN N. ROOF FRAMING SPACING, 24' oc_ UN.O. 6.ROOF PITCH - EXTERIOR PER ELEVATION INTERIOR PER SECTION. T. RAFTER TAIL 2x4 VERIFY_ S_ ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN_ U. ALL HEADERS AND AND DF R UN.O. FP' IDE (I) 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 AT REQUIRED TO ALLOW FOR HVAC- DUCTING_ SEE DIVA SWEET A -I RAND PONY WALL ON TOP CF LOWER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS. ALIGN EDGE OF JOIST WITH FACE OF WALL ALIGN INSIDE FACE OF BEAM WITH OUTSIDE FACE. OF WALL UPSET - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOIST AND TOP OF BEAM EXTENDS UP ABOVE JOISTS TOP OF BEAM IS FLUSH WITH BOTTOM OF JOIST WITH .NOTOP PLATE. CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT, ATTIC SPACE. VENT SEE. CALCULATION SEE DIV 01002 SWEET A -I FLOOR JOIST SEE SCHEDULE SEE DIV. 06100 SHEET A -I SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT I PRESSU BI NG F -10 SEE DIV 061 00 SHEET A -I 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 S' BELOW TOP OF JOIST TO ALLOW FOR HVAC OVER BEAM AND BEAM BUMPS DOUG BELOW JOISTS 2X6 OVERFRATING ® 24' OC 2X6 CEILING JOISTS s 24' OC D2000 -197 RECEIVED CM OF TUKWILA SE` ,; 6 nuo PERMITCENTEA z co Co 10 L_ SYMBOLS AND LEGEND QF FAN- DIRECT VENT TO OUTSIDE - BATHROOMS/LAUNDRY 50 CRN MIN. - KITCHEN 100 CFM MIN. -WHOLE HOUSE FAN 100 CFM MIN VTOS © WHOLE HOUSE EXHAUST FAN CONNECTED A 24 HAIR TIMER - 100 CFM MIN., vT0 THERMOSTAT a 50' ABOVE FLOOR 110v 5MOKE DETECTOR PER UBC WITH BATTERY BACKUP INTERCONNECTED (T) 24 HOUR TIMER TO WHOLE HOUSE FAN MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR UNITS- PER Div. 15,16 SEE SHEET Al FURN A. PROVIDE 6' DIAMETER ASH AIR INTAKE FROM OUTSIDE TO RETURN AIR PLENUM AT FURNACE WITH MOTORIZED FLOW DAMPERS. a PROVIDE THERMAL EXPANSION TAB: AT WATER HEATER C. STRAP WATER HEATER TO FRAMING TOP AND BOTTOM. D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. 8' -6 1/2' 2' -II' 10-0 040 R' -012' 8' -6 1/2' 2' -8' l' -0' 28'-4' 1I' -312' ( P -5 WALL LEE BELOW R__CF LIFE BELOW UPPER FLOOR PLAN Scala II4'.I' -0' 1/2' I GENERAL PLAN NOTES I P -I 1 I P -2 1 ( P -3 ) I P -4 ) P -5 ) ( P - A) ( P 1 ( P - $ ) I P -9 ) I P -10. t P -II 1 ( P -12 (P -13) (P -14) ( P -IN l P -16 I P -Il ( P -to {P -191 ( P -20 ) ( P -21 I P - n 1 ( P -23 (P -24) I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS_ 2. ENERGY AND AIR QUALITY INFORMATION SEE DIV. IT SHEET A -I 3. SEE BUILDING ELEVATION FOR WINDOW OPERATION SEE DIV. S SHEET A -I 4. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 5. SEE COVER SHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. FLOOR PLAN KEY NOTES OCCUPA; -Y SEPARATION, APPLY (I) LAYER 5(5' TYPE 'X' GIUB. TO ALL WALLS AND CEILINGS OF GARAGE SIDE I FOUNDATION TO SHEATHING. WRAP POST AND BEAMS. APPLY (2) LAYERS TO TRUSSES AND TJI FLOOR JOIST. SEE DIV. 010025 SHEET A -I 13/8' MIN. SOLID CORE DOOR WITH SELF CLOSER. TO BE TIGHT FITTING SEE Div_ 010020 SHEET A -I STAIR ASSEMBLY NOTES FER UBC SECTION 1003 A. HEADROOM MIN. 6' -8', WIDTH MIN_ B. TREADS 10' MIN. DEPTH, RISERS 5' MAX. HT. C. HANDRAIL MIN. 34' TO MAX 38' ABOVE TREAD NOSING. HANDRAIL I I/2' MN. TO 2' MAX CROSS SECTION DIMENSION AND 112' MIN. CLEAR FROM WALL, RETURN RAIL ENDS. D. INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALLS) 0 COVER USABLE SPACE UNDER STAIR W/ 5/5' TYPE 'X' 000: (2) LAYERS e.CEILING AREAS. INTER'EDIATE BALUSTERS SHALL BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS_ SEE DIV. 010026' SHEET A -I. SAFETY GLAZING PER UOC, SECTION 2406 A_ WINDOWS WITHIN IS' OF FLOOR B. WINDOWS WITHIN A 24' ARC OF DOORS C. WINDOWS AT TUBS AND SHOWERS D. GLAZING N DOORS E WITHIN STAIRWELLS F. WITHIN 5 OF TOP OR BOTTOM OF STAIRS SEE DIV. 08800 SHEET A -I EGRESS WINDOW PER UBC, SECTION 310.4 SEE DIV. 08600 SHEET A -I IGNITERS FOR GAS FIRED APPLIANCES N GARAGE TO BE IS' MN, ABOVE TOP OF SLAB. SEE Div. 15 SHEET A -I COVER WALLS ADJACENT TO TUBS AND SHOWERS WITH NON - ABSORBENT MATERIAL TO TO' ABOVE DRAIN INLETS_ SEE DIV_ 09250 SHEET A -I (2) LAYERS OF FLOOR SHEATHNG OVER FRAMING_ 8 MAX RISER WITH 10' MIN. RUN IF MORE THAN (3) RISERS, HANDRAIL REQUIRED PER SEC, SECTION 1000 SHEET A -I IS x24' CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE Div. 010022 SHEET A -I 22 x30' ATTIC SPACE ACCESS W/30' HEAD CLEARANCE INSULATE AND WEATHER STRIP. SEE DIV. 01002.1 SHEET A -1 FLOOR MATERIAL BREAK LINE WALL LINE ABOVE WALL LINE BELOW FIREPLACE ASSEMBLY NOTES, A. DIRECT VENT. FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL CONFORM TO UBC REQUIREMENTS. SEE Div. 010025 SHEET A -I B. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO UBC REQUIREMENTS. SEE DM_ 010020 SHEET A -I C. HEARTH SHALL CONFORM TO U150 REQUIREMENT. SEE DM_ 010028 AND S SHEET A -1 D. 5/5' TYPE 'X' C.4WB ON HOUSE SIDE OF CHASE CLOSURE TO ROOF SHEATHING. SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS 3' DIAMETER STEEL POST 36' GUARDRAIL PER UBC 5092 A. AT STAIRS SLOPES AT 36' ABOVE STAIR NOSINGS. B VENT FOR MECHANICAL. I' CLEARANCE ALL SIDES PER UEC SEE DIVAN SHEET A -I PLANT SHELF UPPER AND LOWER LINEN CABINETS SOFFIT AREA . INTEGRATED MAKE UP AIR 2x6 STUDS W/ R -19 INSULATION MIN. D2000 -197 RECEIVED CRY OF TUKWILA SEP06 ?t7".• PERMIT CENTER TITLE JOB NQ : 9909522 BASE PLN 62000 -059 SHEET 9909022 ROOF VENT CALCULATION BASED ON 3 2-1/ HOLES PER VENT BLOCK ROOF VENT GAL. BASED ON UISC SECTION 15053 TOTAL ROOF AREA 1251 SF/300 .4:17 8F OF VENT AREA REQ TO % AT EAVE ,. 4.17 SF REQUIRED 0 % e 36• (MIN) ABOVE EAVE = 0 SF REQUIRED 0 ROOF JACKS AT 50 Sa IN. EACH.0 SQ. IN.= 0_ SF 150 LF. OF EAVE VENTS AT 52 SQ. IN/L,780 SQ. IN542 SF 0__ GABLE END VENTS AT 0._____xCL___ .0 SQ. 1..0 SF _____ GABLE END VENTS AT x . SQ. IN..0 SF 1 GABLE END VENTS AT 18 DIA. .24 SQ. IN...38 SF TOTAL VENTS PROVIDED ROOF JACKS . 0 5F EAvE vENTS - 542 GABLE END VENTS - .17 TOTAL SF OF VENTS PROVIDED = 5.58 5F . AREA MAY BE I/300 IF A VAPOR RETARDER IS INSTALLED ON THE WARM SIDE OF THE ATTIC INSULATION. Iliac 150532 EFFECTIVE VENT AREA BASED ON A 30% REDUCTION DUE TO 1/ 4 MESH • UPPER ROOF FRAMING PUN trT 1 7 D2000-197 I GENERAL FRAMING NOTES I FRAMING PLAN KEYNOTES I ( F-I F-2 [ F-3 ALIGN INSIDE FACE OF BEAM WITH OUTSIDE FACE OF WALL UPSET - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOIST AND TO OF SEAM 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 DWG. SEE Div. 06100 SHEET A-I SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PRESSURE BLOCKING WEE DIV. 06I00 SHEET A-I FLUSH - BOTTOM CF BEAM EVEN W/ BOTTOM OF JOISTS L i 1E7 OF BE T JOIST AND BEAM ( 5-4 F-5 I F-6 F-S [ F-S I F-I° r F-II [ [ 5-14 F-IS 0, I. SEE COVER SHEET FOR ALL GENERAL NOTES AI. REQUIREMENTS. 2. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3. SEE COvERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMING, AND ELECTRICAL 4. TRUSS DESIGN BY MANUF. TRUSS PLAN 51-105114 IS FOR GENERAL LAYOUT ONLY SEE DIV. 6100 SHEET A-1 - TRUSS LOADING SEE DIV. 010001A SHEET A-I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACHQ, 24 UNA. 6. RooF ExTERIoR PER ELEvATIoN INTERIOR PER SECTION. T. RAFTER TAIL 2x4. VERIFY. gs,RQQ5-.TAIL-AND RAKE OVERHANG PER ROOF PLAN. • L HEADERS ARE 4x10 OF 2 UNA_ Fe4OVIDE (I) TRIMMER STUD UP TO 4 SPAN AND (2) TRIMMER STUDS OVER SAO_ DEE DIV. 05100 SHEET A-I BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR HVAC DUCTNG_ SEE DIV.I5 SHEET A-I RAKED PONY WALL ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS, ALIGN EDGE OF JOIST WITH FACE OF WALL TOP OF BEAM 5• BELOW TOP OF JOIST TO ALLOW FOR 14VAC OVER BEAM AND BEAM BUMPS DOUN BELOW JOISTS 2)16 ovERFRAMING 24 OC 2X6 CEILING JOISTS 24 OC SYMBOLS & LEGEND POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE w/ LOADING F2 POINT LOAD TRAN . SFER. 001151 re ÷ POINT LOAD TRANSFERING DOILN Ill/ LOADING HANGER , POINT LOAD TRANSFERED BY KICKER Aft ! HOLD DOUN WITH SIZE DESIGNATION 4 • VERTICAL STRAP WITH SIZE DESIGNATION ", To BE USED ON FLOOR BELOW AT - HORIZONTAL STRAP WITH SIZE DESIGNATION 0 INDICATES BEAM CALCULATION WITH INDEXED NUMBER EXTENT OF SHEAR WALL TYPE OF SHEAR WALL WALL ABOVE 1.1..E.Br WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PRovIDED IN THESE DRAWINGS. RECEiVED COPTUEEI SEP 0 PEAma ceNTER oc) ▪ cup BASE PLN B2005-S59 SIDE ELEVATION Scab V8'd' -' 51 El FIT 6' NORZ 51DI Di _Ell III 111111I111[1111I1 111111II11I1111111 i TOP PLATE UAN. NOR WT. UPPER FLOOR 1OF FLATS UW14UJR N ,T. TOP PLATE UK 14DR 1- *T. ✓ • 9 OVER FL•� REAR ELEVATION Scab V8' =1' -0' SIDE ELEVATION Scale V8' =I' -0' TYPICAL BUILDING MATERIALS ROOF CONSTRUCTION ROOFING: (DIV. BUILDING PAPE (DIV, n SHEATHII4(i: (DIV. 6) FRAMING: (DIV INSULATION: (D. 7) GWB: (DIV. 9) EXTERIOR WALL CONSTRUCTION SIDING WRAP (DIV. 7) F AAMING: (D G: 6) INSULATION: (D 61 7) GWB: (DIV 9) I( FLOOR CONSTRUCTION FLOORING: (DIV. 9) SUBFLOOR: (DIV 6) FRAMING: (DIV. 6) INSULATION : (DIV n SOFFIT (DIV. U SHINGLES (DIV. 010005) 30# BUILDING PAPER 7/I6 OSB OR EQUAL PER PLAN R -30 BLOWN -IN 1/2' RE -SAWN PLYWOOD 518' GWB WOOD SIDING (DIV. 01005) 716= OSB OR EQ ALLR 2 x 4 STUDS AT 16' OC R -13 BATT W/ INTEGRAL VAPOR BARRIER 1/2' GWB TRIMI(DIV 6) WINDOW HEAD: 2x6 (WITH NO BRICK MOLD) JAMB: 2x6 SILL: 2x6 CORNER BOARD& INSIDE 2x2 OUTSIDE: 2x4,2x3 FASCIA 2x8 UNO FINISH PER PLANS (DIV. 01005) 3/4= T &O (PLYWD, COMPLY, OR EQ.) PER PLANS R -19 BATT I/2' RE-SAWN PLYWOOD MAIN FLOOR / (E-3) qc 2x6 TRIM - TTP. 2x6 TRIM - TTP. ii 2x6 CAP 12' VA! " COMER MOULDS 1x2 TRIM OVER 55 11211.1 2x6 TRIM MAIN FLOOR ro 2x3 STOOL BOARD OVER 05 TRIM - TTP. 2x8 TRIM OVER GARAGE DOOR 2x6 TRIM 2x6 TRIM Garage .I111l�ta1. IhIx i 111116M11111ii .iIi IlII :1�i1 5� ..dlIIIIIlilll IIIIIlI111i1► I IIIImb,_ n1111111111I1fffilli IE1111110 'm>r::11111h- ..rt1111111�11 1%Ir111 EIr' =r ank r� "\a/s1 n%Ir1/s ,.In111111111r11111im11111W -old n(m11:.1�111 ∎1�. �•.;,11111m..,_ �.innumanum rums►- �diii■1If1111111111111/1111�1/! r Imo, ■ ■I —) ■ ■I ■ ME ME ME ■ ■ ■ ■■ N ■ m ■ ■■ ;w ■■ •"• RE E C■ ■■ ■' - - a>_i.a. ■■ 101. Eli m i71litli(111Ii111111t1hi 2x8 T09 Il11I1111IIlIIIIIi111111IlI1111 11hamm ■nmmu mmunmi II 1111181111 /m11ifl111111110111ml11 0111111111M111iin1111111111... _ 11111111II11IIUI11ii IIllIiAlIIII11IIlIIIIIti11111 11nIl lI11 111UIIIl11I1111111i1111111111.l 0A11111111)1mI1i1nI1111111iNi111 111111< H1111111nNrm11lrmiilfm111i11wIl11i1wwit. in a i♦ � ran m FRONT ELEVATION Scab t/d' =1'-0' j (D 0UG BE'(tiO14DJ 111 FLOOR J015T5 PER PLAN Unfinished Basement SEE SITE PLAN FOR SITE SPECIFIC FOUNDATION INFORMATION 18Y GABLE VENT 2x8 FASCIA W Iz3 TRIM WAKE SIDING 2x3 STOOL BOARD OVER 2x8 TRIM TOP PLATE UN. 14012.148T. 2x3, 2x4 CORER BOARS, TTP_ UPPERROOR TOP PLATE Kitchen BUILDING SECTION A -A 5rab V 4 0 -O' T D2000 -197 UPPER FLOOR TOP PLATE wilt I DR HG ECEIVED CITV SEP)B0D PERMIT CENTER G (J �R Lc) s♦ • DO Pew v c :"- - 6590 Ca L. L C i i5 1 > Lf1 Q CCS 1TRE JOB NO 999.122 BASE PI _ N 82nnn -n5, . SHEET A7 99090.22 B LT_ L TOP OF FT' � TONOF SLAB K 1 OF FT' APA LATERAL RESTRAINT PANEL OCRIPPLE WALL ® FOUNDATION 1/000-C43100-12 13 . 1 .P3/4=1-0" 061OO- 03300- 06_TJI INISH GRADE i6' FOUNDATION DETAI 3 /4=f -0e L NOTE: BASEMENT SLAB MUST BEM PLACE PRIOR TO FULL SACKFUL G CF WALL NO INSULATION BETWEEN BASEI"ENT SLAB AND STEM WALL. T TOP OF SLAB 2x 3• -2. B . 1 . -O . FOUNDATION DETAIL 3 /4e =f-O• 2XA TOP PLATE GARAGE DOOR HDR (SEE FRYEe PLAN FOR SIZE) NAIL SHEATHING TO HDR W( NAILS a 3' O.G.• SLR WALL LOC. UNO. ON SLR WALL SO-ED. 2 2e4 STUDS -NAIL SHEATHING W/ Bd NAILS • 3' 0.C. TO EACH STIED UNO. LTN 6-R WALL SOED. NAL Ed NAILS• 3' OC.• ALL POTS, HDRS, + 511.05 UNO. ON SARI WALL SCHED. 2 2•4 AT ANY SHEATHING JOINT 1/T6• 0.523. SHEATH.. OWN.) STHDI4 STRAP TE ANGLOR (NAIL TO BOARD FORM. BEND UP AFTER CONCRETE CARES/ USE 36-I6dx2 LB NAILS EACH UNO. 2 -2X4 PLATES. NAL SHTG. TO EA PLATE (2) Bib' o AB. W% MM. l' EMBEDMENT U24O..1 SIR WALL SORE. CONTINUOUS FOOTING TGHTLME FED. FTC. DRAM WELTER M 24• GRAVEL BE. (Diu 2 5L¢T A -1) (4) 4 BAR CONT. (DM 3 SHEET A -V SOLD SUBSTRATE 4' SLAB OVER 4' ROCK OVER VAPOR BARRIO R 4 vER_ BAR• D' oc. RILL HEIGHT OF WALL (DIY.3 SHEET A -U (DIY. 3 SHEET d -V 4 LORI BAR•10'oc (DM 3 SWEET A -U °4 BAR •Q' (DM 3 SHEET A -V CONC. SLAB OVER 4' RACK OVER vAPOR BARROR Rti =VIII- 1818 -11 h =81111_81111= 01ll 311 wr' "=111nE= Inll�liln_1nIn=1 ' lull llll -1181= Mll 5)8' 10' AB. LW 270'X3/16' SB STEEL PLATE WASHERS • 4'-0' Or. (DM. 3'..H aT A -U EXCEPT AS NOTED ON SHEARUN.L SCHEDULE l' MM. EMBED_ 2)4 BAR •TOP VERT. BAR• IT oc. RILL HEIGHT OF WALL (DM 3 SHEET A -U YE2T. J- BAR •6'cc (DM 3 STET A -I) DAMP PROC..( DN. ISLT A ) 4 14O22. BAR • 70' x OVERLAP 0100 (DIV. 3 S EET A -U 5/6,10' AB. WV 2'2 fl STEEL PLATE WASHERS • 4• --0' • OC (137.3 SHEET A -U EXCEPT AS NOTE ON 51$ARLIALL SCHEDULE T' 110 EMBED_ LINE OF EXCAVATION 03300 ADD BARS TO MATCH REINING PER PLANS STEPPED FOUNDATION DETAIL L -- - jr STEPPED 03300 - 00000 -26 TaTaTATaTaTa7aTIMMA ISTATAI \3 j / 0360000 RIM BOARD FLOOR FRAM PER PLAN (131,73 SHEET A -U TYP. EXTERIOR WALL CONSTRICTION PER PLAN (DIY. 6 SHEET A -U LOCATE SHEATHING JOINT • CCTTICN MEMBER LOCATE SHEATHING JOINT • COMMON MEMBER CRIPPLE WALL PER PLAN SEE FOWDATION DETAILS) TYP. FLOOR FRAMING. PER PLAN (DIY_ b SHEET A -U TTP. EXTERIOR WALL CONSTRUCTION PER PLAN (DIC SHEET A -U RM BOARD CRIPPLE WIALL, FER PLAN - WTH A MM STUD LENGTH OF K' PER UBC SEC. 2320.115 (DM 6 SHEET A -U SEE FOLIDATN DETAIL(5) Od CRIPPLE WALL ® FOUNDATION 03300-00000-24 14 3 / 08100-03300-07_1:11 TTP_ EXTERIOR WALL CONSTRUCTION PER PLAN 101v 6 SHEET A -U TYP. ROAR RRAWJG FER PLAN (Dlu 6 SHIT A-U SOLID BLOCIONG OVER SUPPORTS LOBATE SEAILI G JOINT • COMMON 1 RN BOARD UH3 Carr. SOFFIT VENT I!2' RESAUN PLYWOOD • SOFFIT TREATED MD SILL SEE FOIADATION DETAILS POST /FOOTING CONNECTION 3/4W 08100- 03300- 10_TJ1 FOUNDATION DETAIL 3/4 -O 11J11111= FOUNDATION DETAIL 3/4' =Y-O CANTILEVER FRM'G AT FOUNDATION FURRING DETAIL 3/4' =T-0e CD 06100 0 3300 02 .TJI 3/4! VARIES SLAB ® STEM WALL 3/4' =f-O' 6.9ALD1 .s PAPER HOOD END HASSNRT vE EBR TIE TO FRAM. EV. 2 SUET. (DN 4 Sheet A) MASONRY NEWER 03300. 00000 48 TTRCAL EXTERIOR WALL CC STRCTION FEB,. (Div. 6 SHEET A-U P AIRSPACE GOVT. FLA.. ENEEP 1401E5 • 4'-0 OC. TREATED MD 5E1 (Div SLEET A-U SEE FO NOATION DETALS 6 MN_ YERFT GRADE COBOL. NOTE, TR5 OPTION CAN NOT BE USED AT SHEAR WAHc 00200.06I00.02_T 06100. 03300 -2LT,6 06100.03300 -09 `111111= �-:'i' •• _' , A 111111_., f.1= III I' 81111_ 11116 -. • -�•: � .,� = 111111 = 1111Th -..il6 � i _ 11 =11 IIL=- 111111 =81111 = =111111 FOUNDATION /FRAMING CONNECTION FOUNDATION DETAIL 4 =f 3/ 03300- 06100.03 EXT. DOOR THRESHOLD DETAIL 3/4=/ 08I00m300-04T0 HANGER OPTION GWB. TYR (DN. 9 SHEET A -U INTERIOR BEARING WALL (DIY. 6 SHEET A -U V2v x D'ABe4' -0' 0.C. (DIN! 3 SHEET A -U SLAB ON GRADE PER PLAN XI, 3 SHEET A -U VAPOR BARRIER CONT. SPREAD FTC. PER PLAN (Div. 3 SHEET A -D • 45' (2) 4 BAR CON' (Div. SHEET A -U rRLL WIDTH TREATED FWD SILL HANGER FER tFf� TIP FLOOR FRAMING FIER PLAN (DM 6 SHEET A -V EXT. DOOR AND FRAME TOMS SHEET DOOR THRESHOLD FLA5.6 AS READ_ (DN.I SHEET A -U NERVES FLASH.. CONC. SLAB OVER 4'CRAVEL BED (DIM 4 SLEET A -U TREATED 11.11) SILL (DIV. SHEET A -U I AIRSPACE TIP. •d VEIL RE -BAR FROM STEM WALL STUBBED INTO SLAB POST AHD BEAM FER PLAN EXT. DOOR THRESHOLD DETAIL 3/4'=/ 06100-03300-05_ D2000 -197 J1 FRAMING /FOUNDATION CONNECTION 3/4 =f 0esra03300 -0 TJI NOTE: FCCHI. DOES NOT SLIDE M THIS CQDRIO, FOOTING SPANS HORIILIITALLT. _III;= 1111 =II - CANTILEVERED RETAINING WALL 3/4 =f-0e TOP CF SLAB FOUNDATION DETAIL 3/4"4-0' J OCT FRAMING PARALLEL TO STEM WALL FRAMING PERPENDICULAR TO STEM WALL L '1343 \' V2`0x69' A73 W( 2727:346 STS ELATE WASHERS 4'-0' OL-(DM 3 SHEET. -LT EXCEPT AS NOTE ON SEAR , SCHEDULE MINI EMBED_ •4 HORIL BAR I0' oL. r-6 CORNER OvERAP (DIU 3 SHEET A-U •4 VERT_ BAR SAME AS STUB STEED SPACN. (DIY 3 SHEET A-I) TGHRINE DAMPPROOFING (DIV_ 7 SHEET A-IF N STUB STEEL FROM FPG. • Y • OL (DIV.3 SHEET A -U 4' PERT Fr. DRAIN PI/FILTER IN 24• GRAVEL BED (DM 2 SHEET A -D SOLID SUBSTRATE (L•4 BAR CONT..(DM 3 SHEET A-LI 4 vERT. J- BAR sQ`oc (DIV. 35HEET A -U 4 HOEL BAR • l0' oc 1' -6 OVERLAP (MU (DIV 3 SHEET A-U TGHR6E r (2) •4 BAR • TOP RUM BOARD TYP. FL�R T A- MG PER PLAN. (DIV.6 SLEET A -U TREATED MUD SILL SEE FOLMAR. DETAILS) ELL• AB_ W/ 27273116• S OTE R STEEL PLATE WASHERS • 4'-0' OL. (DIY 3 SHEET A-I/ EXCEPT AS NOTED ON SHEAR/ALL SCHEDULE 1 061. EMBED_ (2).4 BAR •TOP VERT BAR • D oc, FULL HEIGHT OF WALL (DM 3 SHEET A-U DAMP PROOFING (DM. 7 SHT AU 4' PETS. F ra DRAM W RLTER M 24' GRAY T (Dlu 2 SHEET A -O (4) 4 BAR CONT. (Div. 3 SHEET A -U SOLID SUBSTRATE TREATED MD SILL SEE FOUNDATION DETAIL(5) TYP. FLOOR FRAMING PER PLAN (DIY. 6 SHEET A -I) 033004)0000.01 03300-00000.22 5)8'0x69' AB. IW 27273/16' 5R STEEL PLATE WASHERS • 4'-0' OL. (DM. 3 SHEET A -I) EXCEPT AS NOTED ON SFEARWILL SCHEDULE 7' 1161 EMBED. •4 PERT_ BAR •' U oc, FULL HEIGHT OF WALL' (DIY. 3 SHEET A-U 5 VERT. J -BAR • 5' cc (DIY. 3 SHEET A -U 4 HOW_ BAR • 10 oc (DIV. 3 SHEETA -U •4 BAR •Q' (DIV.3 SHEET A -U TGHTLME DAMP PROOFII. (DM l SIT Al) 2' CLEAR (4) •4 BAR CONT. (Div. 3 SHEET A -I) SOLID SUBSTRATE 4' 27r DRAM"'TER M 2 .2014E EL -1) 03300 00000 - 26 TTP. EXTERIOR WALL CONSTRUCTION PER PLAN (DIV • SHEET A -U LOCATE SHEATHING JOINT • COMMON MEMBER TYR EXTERIOR WALL CONSTRUCTION.. PER PLAN (DIV. 6 SHEET A -IJ LOCATE SHEATHING JOINT • COMMON MEMBER SOLID BLOCKING • RIM JOIST • EXT. WALL PONT LOAD BEARING PER PLAN FRAMING /FOUNDATION DETAIL 3/4'.1 081004 300.01 TJI ri CITY OPT SEP El 5 ?cal PERMIT CENTER CO c^ u) _ C CO CO ^ • O 1 -(J CO Li_ �F.r 0 Av` F : * co CO c u n t uj CO m TIRE JOB NO. SHEET SPAN NOTE: DELETE RAIL WHEN FINISHED DECK ELEVATION 15 30' OR LESS - ABOVE FINISHED GRADE. 2x6 2x2 a 12' O (C LR D15T- BTU" NOT TO EXCE 4' SOLID BLOCKING OVER SUPPORTS 5/4 x 4 TK CDR DCK'G ATTACH LEDGER W/ 2 ROWS OF Ul' LAG BOLTS AT I6' oc TTP. TJI FLOOR FRAMING PER PLAN 2x PONY WALL 4x BEAM (SIZE TO REDUCE NUMBER OF POSTS s 2 STORY CONDITION OR WHEN POSTS EXCEED 4' M LENGTH SCAB W/ 2X4 EA SIDE 2x (2' GREATER DEPTH THAN JOISTS) FINISH LANDSCAPE GRADE TOP OF PIER FLUSH WITH MK SUB GRADE C3' BELOW FINISH LANDSCAPING) ON SOLID SUBSTRATE TYP. DECK CROSS SECTION 3/4 06200. 06170 -19 TJI 3/4'f -0' ° SECTION 0 BEAM 10 3/4'f-0e 3/4 =f-0' L HEADROOM MIN 6' -8 WIDTH MIN 3' -0' PER LOC 100615 2. TREADS T MW. DEPTH, RISERS 8' MAX HEIGHT 3. HANDRAIL MIN. 34' TO MAX 35' ABOVE TREAD NON.. HANDRAIL I UT MIN TO 2'. MAX. CROSS SECTION DIMENSION N 11/' MIN CLEAR FROM WALL, RETURN RAIL ENDS PER UBC SEC 1006.9 STAIR SECTION DETAIL FRAME OVER WALL DETAIL FRAMING PER PLAN HIS48 .OLAT OUTSIDE FACE OF WALL 1' MN. CLR FOR VEWELATiON BLOCKING BENT PER PLAN RAFTERS PER PLAN 1x BLOCKING 0610047300 -15 D2000 -197 SKYLIGHT, SIZE PER PLAN PROVIDE FLASHING ...VENDED ET pFC 2x6 CURB TYP. '2x4 a ROOF AND FRAMING MEMBERS TYP_ G1UB. a CEILING ROOF FRAMING PER FLAN WALL STUDS BEYOND DBL JST, BLOCK AS NEEDED SEE PLAN SEE PLAN FOR TYP. RISE t RN DIMENSIONS 3/4' PLYWOOD RISER 1 I /B' HARDBOARD TREAD WITH EASED NOSING 3 2x STRINGERS TYP. LINO. CENTER STRIKSER WITH 1 - 2x4 STRONG BACK ttP. NAIL WALL STRINGERS W/ G/ 1641 TO WALL STUDS 5/8' TYPE 'X' GAB. AS REQUIRED SEE NOTES BELOW 1x KICKER PLATE 4. INSTALL FIRE BLOCKING a STRINGERS TOP 4 BOTTOM N ADJACENT WALL./ PER UDC SEC. 1081 5. COVER USABLE SPACE NDER STAIR WITH 5/e' TYPE 'X' GIUB USE 2 LAYERS CEILING AREA - PfR UBC 10033323 6. INTERMEDIATE BALLIRERS SHALL BE SPACED 4' APART NET OPENING PER UBC SEC 5033 EAVE DETAIL 3 /4T-O• O SKYLIGHT FLARE WELL DETAIL GABLE END DETAIL H EAVE DETAIL 3/4'4 07300-06100 -01 3/4 f-O 06100.07300a2 J 3/4".14r 06200- 06100.01 \ v / 3/4: =f GABLE END DETAIL WPC. ROOF CONSTRICT.. TRM FE2 ELEVATION BAGAC. EON. PER ELEVATION 2X4 BACKER FOR BAR. - NAW TINU SKIP N EATHI NG WITH I6d a 0.0 TTP- 2X4 OUTRIC.ERSs4' 0.431131 2X2 BE LE. FOR TRM TYP EXTMOR BALL CONSTRICTION TYPICAL ROOF CONSTRUCTION 06100 07300 - 06 TRIM PER ELEVATIONS BARGE TYP. SEE ELEVATION 2X4 BACKER FOR BARGE - NAIL 114111 SEAR. WIR116d a OL. TYR 2x4 OUTRIGGERS a 4' oc UNTIE 2x2 BETWEEN FOR TRIM BLocKOO AT CEILNG LB.E 2x4 LEDGER a MT CEILING LINE COP. EXTERIOR WALL CONSTRICTION) BALLOON FRAME f nFU F END WALL EAVE DETAIL 3/4'f -0' Nov 06100 - 07300-13 \ / 3/4 =1 EAVE DETAIL 06100.07300 -01 BUFFEL EXTEND 6' ABOVE BATT. INSN_ OR Q ABOVE BLOWN NSUL GYP. ROOF CONSTRICTION) 2' 7161 CAR FOR VENT. NIA RV Oa AT OUTSIDE FACE OF WALL UNO ON SHEAR WALL SCHEDULE 2X BLOCKING un.. _ (3) 2' E HOLES WITH SCREEN EXPOSED TRI55 TAIL CI, GUTTER) FASCIA FER ELEVATION GYP. EXTERIOR WALL CONSTRICTION) 06100. 7300-02 06100- 07300m3 06100-07300 -04 RECENE0 QI�YOFTUKWIUI SEP t: f. ill`s!) " OD CD C0 00 0 X O 5 3F O (7 (o > � Q; N 03 , r TIRE JOB SHEET 7TP. WALL CONSTRUCTION WITH WALL SHEATHING FER SCHEIXLE BOTTOM PLATE NAL"G FER SHEARWILL SCHEDULE TJI BLOCKING TIP. TJI FLOOR CONSTRIQION SHEAR WALL PERPENDICULAR TO FLOOR JOISTS 3/4.1 11007.06110 -16 D200 197 9 SHEAR WALL EXTERIOR SHEAR WALL PERPENDICULAR TO FLOOR JOISTS PERPENDICULAR TO FLOOR JOISTS 3/4 =T 17070-08110-07 3/4'=7707 17010. 06110.01 TOP PLATE NAILING PER SHEARUALL SCHEDULE BORON PLATE NAILNG PER SHEARUALL SCFEDIA.E PANEL EDGE t FIELD NAILING PER SCHEDULE TJI BLOCKING TYP. TJI FLOOR CONSTRICTION 71P, WALL CONSTRUCTION WIRT WALL SHEATHING FER SCHEDULE SHEAR WALL \ PARALLEL TO FLOOR JOISTS 1 2 ING NAIL FLOOR SHEATH THIS AREA WITH 10d • 6 0.c. EDGES 10d • 10'oc FIELD BLOCK ALL EWES 10da6'o.c. PLIWOOD TO BLOCKING BOTTOM PLATE NAILNG PER SHEARUALL SCHEDULE PANEL EDGE t FIELD NAILING PER SCHEDULE TJI BLOCKING BLOCK ALL EDGES PANEL EDGE t FIELD NAILING PER SCHEDULE. TOP RATE NAILING PER SHEAR CH SHEARUALL SEDULE TIP. WALL CONSTRICTION MATH WALL SHEATHING PER SCHEDULE SHEAR WALL PERPENDICULAR TO FLOOR JOIST - OFFSET CONDITION OCANTILEVERED FLOOR JOIST 3/4=1 t(070-08170-09 3/4 =T-O 170700617041 NAIL FLOOR SHEATHING THIS AREA WTH 10d • 6' oc. EWES 10 d • O 0c. FIELD BLOCK ALL EWES BOTTOM RATE NAILING PER SHEARUALL SCHEDULE PANEL EDGE < FIELD NAILING: PER SCHEDULE TJI FLOOR JOISTS PER PLAN TJI BLOCKING a ALL PANEL DG [OC¢5 PANEL EE t FIELD NAILNGs PER SCHEDULE TOP RATE NAILING PER SHEARUALL SCHEDULE TYP. WALL CONSTRICTION WITH WALL SHEATHING PER SCHEDULE 110•0 - 06170 -06 SHEAR WALL PARALLEL TO FLOOR JOIST- OFFSET CONDITION 3/4' 4 17070. 0617041 STANDARD SHEAR DETAILS & SCHEDULE EXTERIOR SHEAR WALL SHEAR WALL PARALLEL PARALLEL TO FLOOR JOISTS O TO FLOOR JOISTS 0 FOUNDATION 3/4=?-0' 07 170 070. 06-o2 2 3/4'=f -0' srmaoasoa o2 SHEAR WALL HOLDOWN 3/4=T -O' TOP PLATE NAILING PER SVffARUALL SCHEDULE 8077Cf7 PLATE NAILING PER SHEARUALL SCHEDULE 10 d • 6'ot_ PLYUD. TO RM JOIST / PANEL EDGE t FIELD NAILNGa PER SCHEDULE TYP. EXTERIOR WALL CONSTRICTION W. WALL SHEATHING PER SCHEDULE TIP. TJI FLOOR CONSTRICTION 2x4 PANEL EDGE BLOCKING TIP WALL CONSTRICTION LATH WALL SHEATH.* PER SCHEDULE TIP TA FLOOR CONSTRICTION BOTTOI PLATE NALWG FERSFE.ARWY1 F. 1.EICULE ry..,,.J. PMEL EDGE t FfaD NALNGs FER SCHEDULE IV tl NAL • 6' oc RYER TO TJI BLOCKING TOP PLATE NAILING FER SEAWALL SCHEDULE TIP WALL CONSTRICTION WTN WALL REATH. PER SCHEDULE 11070-08170-24 SHEAR WALL PERPENDICULAR TO FLOOR JOISTS 0 FOUNDATION 3/4"4 17070-03300-01 7TP, TJI FLOOR CONSTRICTION 80770,1 PLATE NAILING FER SHEARWALL SCHEDULE TOP PLATE NAILING FER SHEAF IN. SCHEDULE ANCHOR BOLT PER SCHEDULE SEE ARCH. DETAILS FOR FOWDATION CONDITIONS TYP, TJI FLOOR CONSTRICTION BOTTOM PLATE NAILING PER SHEARUALL SCHEDULE TOP PLATE NAILING PER SHEARUALL SCHEDULE ANCHOR BOLT PER SCHEDULE SEE ARCH. DETAILS FOR FOIIJDATION CONDITIONS 7, TJI FLOOR CONSTRUCTION TYP. EXTERIOR WALL CONSTRICTION WITH WALL SHEATHING PER SCHEDULE BOTTOM PLATE NAILING PER SHEARWILL SCHEDULE TOP PLATE NAILING PER SHEARUALL SCHEDULE CRIPPLE WALL (DIV. 61 SHEATH COFFEE WALL SAME AS SEAWALL ABOVE SEE ARCH. DETAILS FOR FOUNDATION CONDITIONS SHEAR WALL © CRIPPLE WALL 3/4 °4 1707003306 -03 SHEAR WALL 0 CRIPPLE WALL - INTERIOR 3/4".1-0" TYPICAL WALL CONSTRICTION LATH WALL SHEATHRG FER SCHEDULE TYPICAL WALL CONSTRUCTION W1714 WALL SHEATHING FER SCHEDULE NOTE ALL IIFOR9ATION. ON T1-115 SHEET 15 NOT NECE55ARILY INCORPOR4TED INTO PROJECT. COORDINATE 141TH PLANS. RECEIVED • CITY. OF TUKWII A L, „: i F •97'1` PERMIT CENTER 77000-03306 4a �fSIQ Z > � W tl Q a O 111 ro� �� T d = wO 1QCDO �LL1ZHU1 � Q =QO (11 F-- Q�nQ 11Q�fJJ t1iF�� Qp� =i(nQ � Jz0— FOQ� ZF Q Q ZQ z oEZC1J 8 OJ�1 —�QO Q Q Z HLd CO (LJ Z O CQn Z CS 170 0170 Z t - F IiJZ � Q Z —(3QDs S 0 Q F 0 0 CC LLE IL 7 ILI DJ JOB 50 TITLE OD 1 SHEET si TJI JOIST DETAILS SHEARWALL PER PLAN AND SHEARWALL SCHEDULE DOUBLE STUD BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE TJI BLOCKING BEAM PER RAN HOLDOWN STRAP AT CRAWL SPACE 13 3/4 =T 17070-08170 -29 TYP WALL CC STRICTION WITH WALL SHEATH..* PER SCHEDULE DOUBLE STUD BOTTOM PLATE NARRG PER SHEARWALL SCHEDULE BLOCIG AND FILLER BLOCK DOB. JOIST OR EEAM PER PLAN HOLDOWN STRAP AT FLOORS 1f DRAG STRUT CONNECTION 3/4 -T-0 17070 3/4 =.0' L UPPER WALL TO LOWER ROOF CONNECTION 3/4=T -0' STANDARD SHEAR DETAILS & SCHEDULE 17070 - 0170041 17000-08100,30 O INTERIOR SHEARWALL TO ROOF COND. HOLDOWN STRAP ®FLOORS \ 17000. 08100 -0e 3/4 =1-0' 17070-08170-20 3/44 NOTE: USE 05E1 ON ROOF MISS PER PLAN UAN SHEATHING PER SHEARUALL SCHEDULE Gd TO MATCH SHEAR - WALL NAILII* BELOW 2XR WITH Ibd TO MATCH ...WALL NAILING BELOW UNTO TOP PLATE PANEL EDGE t FIELD NAILING PER SCHEDULE TTP. WALL CONSTRICTION WITH WALL SHEATH. PER SCHEDULE (U*d 3c BARGE h3 TRIM D(4 OUTRIGGERS • W OD. WITH JOIST HATYER • TR. r AR F ETD TRUSS A35 CUP PER SEARaW.L SCHEDULE TYPICAL ROOF CONSTRUCTION SHEAR WALL ® GABLE END d NAIL • W oce EA_ OUTRIGGER d NAILe b oc TO TCP CHORD < BLOCKING .4 BACKER FOR BARGE NAIL THROUGH SKIP SHEATHING WRN . TYP EXTERIOR WAIL CONSTRICTION SUN WALL SHEATHING PER SCTEDULE PLYWOOD ROOF CONDITION 3/4=T - 17000 - 06100-33 17000. 06100 -19 3 /4=T -0' D -197 SHEAR WALL ® EAVE (2) STUDS AT EACH STRAP BOTTOM PLATE HAULM. PER SHEARUALL SCHEDULE STRAP PER PLAN SHEAR WALL SCIEDW_E 144' TIMEERSTRAND LSL RIM BOARD PANEL EDGE s HELD NAIL.* PER SCHEDULE TIP EXTERIOR WALL C045IRIOTICN W. WALL SHEATHING PER SCHEDULE TIP. TJI FLOOR CONSTRICTION PLYWOOD ROOF CONDITION 3/4=T 17000. 06100 -04 NOTE: ALL U.FOFd1ATIGN ON THIS SHEET IS NOT NECESSARILY INCORPORATED INTO PROJECT. COORDINATE WITS PLANS. 17000-06100 -05 QTY OF TTUKKWILA 0 6 MO P - FTMIT JOB NO: TITLE SHEET S2 TJI JOIST DETAILS i 02108/00 ST-1'1 SHEARWALL SCHEDULE UAL 111,11 a 4 ONnl0N 3003 9NI110N 01314 ONI17O19 3003 81100 WHOM 31014 1118 BLOCKING TO TOP PL. NAILING 20 J018T9 61810r Irl 0NI1IVN 1d 00101 001)10010 0011110 31010 001100 '00 ?1011 NOI171103J 00 0 01001 0100mO1'0 YES. 50 • 48' A35 We U' I6d • U' I/O GUS C. SIDE : NAIL a 42 GI -4 5/8' GM O ONE SIDE YES 5/8' a 48' .633 1541a10 Ibd •W .--1 I, GUS tU1O SIDES 6d YES 3/6 48 20 16d a 8 15d e 6 G2-4 OR COOLER YES 5/6' a 48' 20' 1E4.5' 15415 5' 5/8' GUB TWO SIDES FOR 5/8' FT -6A YES' 5/8 46' 20' 1651 • 5' 1641. 5' PI -S P1 -4 YES TES 5/8 46 5/6 32 H. H' U 16d.5" 15d c 4' T6d a 5' 15d 4 51 - 7 �ONE 5-3 0 3 TAG' Osa. 51 USE 3x 5E STUDS nn YES ,, 6B' a 24' 16d a 3' 1541 a 3' 4� PANEL EDGES YES 5/8' • 6' 51 -2 USE 3x STUDS 1/I6' 0.58. 11110 SIDES (L ROM (2) RCVS STAGGER 61EATHNG JON15 342) STUDS a -. YES - 5/5'. 6' 436 CLIPS •1' 16d • 4' - TSd 3 4' SST CAGGFIE PANEL EDGES DBL. RWI (2) ROWS (2) ROWS P2 -3 YES 5B' 3 U' CLIPS 48 3 3' S d e 0 #35 DEL RIM UGH-4 SIDING ad . c.. lm NO 5/8' • 48' U' 13d • 5'. led a S F3 I ) RFRRT 231'6 L NAIL FLOOR SHEATHING THIS AREA: 10d a 6' on EDGES 10d . 10' cc-FIELD BLOCK ALL EDGES LOWER SHEAR WALLS Scale 1/8'.1' -0' i -i FOUNDATION SHEAR WALLS 33a4 V8' =1' -0' SYMBOLS & LEGEND NA NCGR (} POINT LOAD TRANSFEREE, BY KICKER op- POINT LOAD MOM ABOVE POINT LOAD FROM ABOVE W/ LOADING POINT LOAD TRANSFERING DC514 POINT LOAD TRANSFERING DOWN W/ LOADING , •� HOLD DOW4 WITH SIZE DESIGNATION VERTICAL STRAP WITH SIZE DESIGNATION 70 BE USED ON FLOOR ESELOW ST�oc _ HORIZONTAL STRAP WITH SIZE DESIGNATION 'O UND!CATES BEAM CALCULATION 15514 INDEXED NUMBER EXTENT OF SWEAR WALL 5 TYPE OF SHEAR WALL 4 ' WALL ABOVE =SEM WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS' ARE NOT PROVIDED IN THESE DRAWN.. MAIN FLOOR SHEAR WALLS Scala 48' - 0 . SHEAR NOTES 1111.515 MERLE NOTED DESIGN CRITERIA I. SEE CALCULATIONS FOR DESIGN CRITERIA GENERAL NOTES I. ALL SHEARUALLS SHOU.N ON THE FLOOR PLAN ARE FOR WALLS ON THAT LEVEL (TYPICALLY SHOWN SHADED). 2. ANCHORAGE IS FOR SHEARIUALLS(PATELS) ONLY, WHERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS, NAILS MAY BE SPACED s I6 OCLMIN) PER TABLE 23 -3-5 3. WHERE PORTIONS OF MALI 5 ARE NOT DESIGNATED AS SHEAR PANELS THEN 5FE.4R DETAILS DO NOT APPLY. FOLLOW MIN. WC. REQUIREMENTS. 4. PROVIDE TWO STUDS AT ALL HOLD DOWN LOCATIONS. 5. SEE MANUFACTURER'S REQUIREPENTS AND DETAILS FOR EACH TYPE OF HOLDOUN, STRAP, AND CONNECTOR FOR PROPER INSTALLATION S. ALL PLYWOOD OR GYPSUM SFEARIUALLS SHALL BE APPLIED HORIZONTALLY OR VERTICALLY ON STUDS. EDGES SHALL BE STAGGERED AT CENTER OF STUDS AND BLOCKED PER SCHEDULE. 1. DO NOT OVERDRIVE NAILS INTO SHEATHING. S. STAPLES OR SCREWS ARE NOT AN ACCEPTABLE ALTERNATIVE TO NAILS FOR DESIGNATED SHEAR WALL PANELS UNLESS PRE - APPROVED 13T THE BUILDING OFFICIAL ROOF 4 FLOOR SHEATHINCs I. ROOF SHEATHING. 1/16' 036 APA RATED 5FEATHINKs (24/03 LAY UP W/ MINIMUM VS' CLEAR BETWEENH PANELS TO ALLOW FOR EXPANSION. NAILING SHALL BE 8d AT 6' oc AT PANEL EDGES AND 12' oc AT INTERMEDIATE SUPPORTS. PROVIDE EDGE CLIPS a 24' O.C. e ALL UNSUPPORTED EDGES. ALLOWABLE DIAPHR411 SHEAR.I80x0.32.142pef 2. FLOOR SHEATHING: 3/4' C:DX TAG APA RATED PLYWOOD (4524) NAILED AND GLUED. ADHESIVE SHALL CONFORM TO ARA SPECFICATION AFC 01. PROVIDE 54G EDGES AT La.15 PANEL EDGES NAILING 5N43.L ESE Tad AT 5 oc AT PANEL 50035 AND 10' oc AT INTERMEDIATE SUPPORTS ALLOWABLE DIAPHRAM SHEAR.215x082.171peF 3. PLYWOOD SHALL BE LAID W/ FACE GRA54 PERPENDICULAR TO SUPPORTS AND END.. C0: mc ac 29 V I ttl• �, [ All III '® V 0 -111111111111011111111111111 _ ®® lapiA17 Ell III tIn1111111111111 IT■Twm =NM MIL MINIM KM ommrill111 o is A .m.! • ■T A r k simi 1 ;P1-6 � ' - '� I 7YP • A t DESIGNATIONS TYP. • SHEARWALL 03654ATIONB UPPER FLOOR SHEAR WALLS 554 1/8' - 0' SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS RECEIVED CITY OF TUKWILA SEP CI E PPM PERMIT CENTER HIS DRAWING IS