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HomeMy WebLinkAboutPermit D2000-297 - FOSTERVIEW ESTATES - LOT 21 NEW SINGLE FAMILY RESIDENCEJ. FOSTERVIEW ESTATES -LOT 21 73774 43RD PL S D2000 -297 OWNER CONTACT r City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 OCCUPANT Signatur WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 261200 -0210 Address: 13714 43 PL S Suite No: Location: Category: NSFR Type: DEVPERM Zoning: Const Type: Gas /Elec.: GAS Units 001 Setbacks:. North: Water: 125 Wetlands: Contractor License No: DUJARD *204L0 FOSTERVIEW ESTATES - LOT 21 13714 43 PL S, TUKWILA WA 98188 DUJARDIN DEVELOPMENT CO PO BOX 5308, EVERETT WA 98206 JOHN KAPPLER .14311 SE 16 ST, BELLEVUE WA 98007 CONTRACTOR DUJARDIN DEVELOPMENT CO PO BOX 1059, SNOHOMISH WA 98291 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** c __. Permit Description: CONSTRUCTION OF A NEW 2,119 SQ FT SINGLE FAMILY RESIDENCE, 422 SQ FT ATTACHED GARAGE, 80 SQ FT UNCOVERED DECK AREA AND 109 SQ FT COVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE: ACCESS, LAND ALTE RING AND STORM DRAINAGE. SEWER SREVICE PROVIDED BY VALVUE SEWER DISTRICT, WATER BY WATER DISTRICT #125. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 192,634.94 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: JJS Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: N No: Sizetin): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Cut: 35 Fill: 25 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: $ 1,629.55 ****************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *' Permit Center Authorized Signature: I hereby certify that I have read and examined twis 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. DEVELOPMENT PERMIT Permit No: Status: Issued: Expires: (206) 431 -3670 D2000 -297 ISSUED 03/01/2001 08/28/2001 Occupancy: DWELLING UBC: 1997 Fire Protection: N/A .0 South: .0 East: .0 West: .0 Sewer: VALVUE Slopes: Streams: Phone: Phone: 425 - 334 -5018 Phone: 425 - 641 -5320 _a Date: I vJ Date :T /, Print Name: _h.r, 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. w • 6 U O CO C Ill J ~ CO IL wQ • Q _° F. w Z F. 0 : Z 0 N. off u j U- • z _ ' 0 I- z Address: 13714 43 PL S Suite: Tenant: Type: DEVPERM Parcel #: 261200 -0210 CITY OF TUKWILA Permit No: Status: Applied: Issued: D2000 -297 ISSUED' 09/08/2000 03/01/2001 *• k• k• k• k*• k*` k*******• k**• k• k***• k***** k***• k•kk** **•k•k *•k•kkk•k•k * *kkk** A *•k•k * * *•k *•k *•k * * *4l•kk Permit Conditions: 1. .No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. .Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of Washington State 'Professional Engineer ;Any exposed insulations.backing material shall have a,, Flame Spread Rating of 25or' less, and, material shall bear identi- fication 'Showing tfhe fire performance rating thereof. . Subgrade ' preparati ` "on .including drainage, excavation, compact i,on, and fill requirement shall conform strictly with recommendations given in Ithe soils' report. . All construction to be :done '.in conformance with ". approved plans requi rements> of th'e,Uniform Building Code (1997 Edition) as amended,-Uniform` Mechanical Code (1997 Edition). and Washington State Energy :Code (199.7 Edition) . . Plumbing permits shall be obt through' the Seattle -Kin County Department of Public Hea ±l th Plumbing will be i ns}4ected.•.by • that ' " agency, 'including all gas piping (296, 4722)=. Not`ify`xthe City of': Tukwila BU_i;lding'_,Divis,ion prior to ,pl cing any concrete /This procedure.iS...in addition to any requirements f.or special inspec Al l,wood. tore main in placed concrete sha)l be treated wood. Va l i d.ity of Permit. The issuance of "'a , permi t or approval of plans,' speci"ficotions, and computations shall' not be 'con - strueC be a permit for, or an approval` of,, any violation, of any` .of the� of the building code or of any other ordE�inance''o.f the. jurisdi ction. `No permit presuming to give authority . viol or cancel the p r o v i s i o n s s of this code shall be vali, d: 10. Electrical' permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspec by that -agency, '(248 -6630) 11. There shall be no occupancy of the building(s) unt i l the final inspection has been 'completed by the Tukwila Building Inspector. 12. All mechanical work shall be under separate permit issued by the City of Tukwila. 13. All permits, inspection records, and approved plans shall be available at the job site prior to the start of any con- struction. These documents are to be maintained and avail - able until final inspection approval is granted. 14. APPLIANCES, WHICH GENERATE A FLAME, SPARK OR GROWING IGNITION, SHALL BE ELEVATED 18 INCHES ABOVE THE FLOOR, U.M.C. 303.1.3. 15. WATER HEATER SHALL BE ANCHORED TO RESIST EARTHQUAKE, U.P.C. z 1 Z ` o w u g �: 00 ' 0 0 . w = 0w w o g- _ z �. o : z r- 0 ! w Z V I tL O u Z O H z z 0 _ — z• 0- m rn _ (7) 0 ° cc m rn z O -+ ,:= z C u) ✓ � O m ' m ai o ur O 0 O r- c z Fir .- �.- � >,.r.�..r• «: +. pµ an .M,,.,wra+,sr.e .*.rr . 510.5. 16. ALL PERMITS, INSPECTION RECORDS AND APPROVED PLANS SHALL BE AVAILABLE AT THE JOB SITE PRIOR TO THE START OF ANY CONSTRUCTION. THESE DOCUMENTS ARE TO BE MAINTAINED AND AVAILABLE UNTIL FINAL INSPECTION APPROVAL IS GRANTED. Contractor shall notify Public Works Utility Inspector at 206- 433 -0179 of commencement and completion of work at least 24 hours in advance. ALL CONDITIONS 09F FOSTER VIEW ESTATES PLAT APPROVAL SHALL BE MET, SEE L99 -0018 SHT 4 OF 4 WHICH IS PART OF THIS SUBMITTAL. ALL STORM DRAINAGE PIPES SHALL BE ASTM -D 3034 PVC SANITARY SEWER PIPE WITH GASKETED JOINTS OR ADS N -12 PIPE. THE GEOTECHNICAL .ENGINEER SHALL PROVIDE C.ERTIF,I.CATION ON A LOT BY LOT BASIS `THAT : :THE WORK HAS BEEN ACCOMPLI IN ACCORDANCE W.ITH;.'THE GEOTECHNICAL .RECOMMEND.ATIONS APPLICANT SHALL OBTAIN WATER .,METER; PERMIT FROM :WATER DISTRICT. :. #,1' (206) 24;2_ 85,47, AND SEWER PERMIT FROM VALVUE SEWER DIS:TRTCT. @�.: (`20,G)'` 242 32 -36 ;` r Temporary erosion ,, control' measur es:-shall be implemented the first order Hof business I to prevent sedimentation` off- site or into: exIsting;::storm !d "rainage facilities The "si to shall" have permanen er os1'on control measures p 1 aee as?. ='as possible final . ••grading has bee completed and` prior to the final ,Inspe`,ctian. 19. Th ;,driveway : sha - 1 l "be, desi and: sloped so that d from; the driveway , does n:o . flow onto the existing surface Work' af traffic flows,; be closely coordinated with the City, Uti 1 ities = Inspector Traffic Coni rol "' Plans: shall be submitted t'o' the. Inspector ,for .prior approval. FROM OCTOBER 1 `THROUGH ` APRIL 30, COVER ANY SLOPES -AND STOCKPILES ;THAT "ARE 3H:1V `OR, HAVE A'VERTICAL RISE OF 10 OR MORE ANDWILL BE UNWORKED FOR GREATER THAN 12 HOURS ,'DURING THIS 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. ./ Micro Corn Systems Washington Ltd. ATTENTION The next image may be a duplicate of the previous image. >& Other: �+rGnna _ www.microcomsys.com 12608 -B INTERURBAN AVENUE SOUTH TUKWILA, WA 98168 TEL (206) 248-3191 FAX (206) 248-3313 510.5. 16. ALL PERMITS, INSPECTION RECORDS AND APPROVED PLANS SHALL BE AVAILABLE AT THE JOB SITE PRIOR TO THE START OF ANY CONSTRUCTION. THESE DOCUMENTS ARE TO BE MAINTAINED AND AVAILABLE UNTIL FINAL INSPECTION APPROVAL IS GRANTED. 7. Temporai'v erosion-control ; measuresshall be implemented as`; the f order of businessto prevent sedimentation "of,f s i e' ti'r into. ex;i st i ng storm drainage facilities 18 Thef' shallhave permanent erosion control measures in lac p " e a : so'on.�.,as" possible ai•'t,er f ; "na1 ��,grad'ing has been . completed and' prior to the :Filial Ins'pection. : 19. The.. driveway. sha`l l be designed' and, sloped 'so that drainage f r the :dri VeWay - does riot f, l ow onto the existing .road surface. 20 'Wo'rk; affect i:ng traffic if lows ;,`shall` be c l ore l v coordinated Y with. the City; Uti 1 ities Inspector,`; Tr:aFf_ic Control Plans sha'1 be submitted to the Inspector` for pr.inr approval. 21. FROM OCT•IER 1i* 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. Contractor shall notify Public Works Utility Inspector at 206 - 433 -0179 of commencement and completion of work at least 24 hours in advance ALL CONDITIONS 09F FOSTER VIEW ESTATES PLAT APPROVAL SHALL BE MET, SEE L99- 0018 SHT 4 OF 4 WHICH IS PART OF THIS SUBMITTAL. ALL STORM DRAINAGE PIPES SHALL BE ASTM -D 3034 PVC SANITARY SEWER PIPE WITH GASKETED JOINTS OR ADS N -12 PIPE. THE GEOTECHNICAL,ENGINEER .SHALL PROVIDE CERTIFICATION ON A LOT: BY LOT BASIS.; THAT ,,,THE WORK HAS ;;BEEN ACCOMPLISHED IN ACCORDANCE WITH , GEOTECHN1C APPLICANT ` SHALL OBTAIN' W METER P..ERMIT FROM :W DISTRICT. #125 @ x (206) 242= 95,47. AND SEWER PERMIT FRO VALVUE SEWER DISTRICT @` ('20,6)' 242,3236 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. The of this permit does not presume to give authority to violate or cancel the provisions of any, other work or local laws regulating construction or the performance of work. Date: I hereby certify that I've read these conditions I will comply with them as outlined. Mil provisions of law and ordinances governing this work will be_ with, whether specified herein or not Project Na err �S fcxv l � f G.f s �b� 21 Value of nstruction: 19 ZI 63 Site Address: / 122 4'�J '�va�, City State /Zip: Tax Parcel Number: 240 12O0 - G210 Property Owner: (^ wa t.5.. T1J Q �-.., m ,4.' Floor Area Ratio: (total floor area of all structures divided by the area of the lot) NM Phone: 4.2.5-- $404- 54 '16 Street Address: City State /Zip: s:o. tAU 55* evebe rr i,JP 9.15 Fax #: fn-s-- 34- 5 °It 1. Contractor: Q • �--`. . -���3T �9�+1 nwa Phone: o/�- tarmx... Street Address: ` 1 0.A. x City State /Zip: Fax #: J Architect: P : Phone: fir- 641 Street Address: 1 ► City State /Zip: 143 tI . . (,{-lt. he ilwu.a. 0)6- i&- Fax #: X25 - &,�\ ` y3i$ Engineer: fit✓ -net A- S80oc -. Phone: d er- 17/ - 6 i Street Address: City State /Zip: 18530 '� l¢tt,. Avt. W 5ic., f3 E ewo�J - s ()J L 194b i -a Fax #: 41.s'- ?1 y'-- 02.054, i Contact Person: /� I I`� lt''C'.C�rS T S. P hone: tin- .aa+n.,. Street Address: �cn City State /Zip: Fax #: MA— Description of work to be done: 0 t .f -42.-. .;rc .---- co1/4 . 'Ply , 62•600 _` o ` V 6 Type of work: WO 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: U Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: 211. sq. ft. Dwelling 1 De( sq. ft. Covered Deck(s) 4' sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) NM For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling * Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. CITY OF TUKV 'LA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 SFPERMIT.DOC 2/13/97 F• F. ' TAFF USE ONLY Project Number . ':?-w:; :r` �W�+af.> 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. PLICpNT REquES,T FOR PUBLIC WORKSfSITE/C! VII -gPLAN. REVIEWOF THE^F,OLLOWh G , y r w .. ,,: ,., :; (Addltlonal,Prevlews;shall be >det byti eiPublic'r'WorksrDepa'rt OitY4 < ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Size(s): 0 Fill cubic yds. Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application acce ted: Date application expires: 3.3 -c Appllcati C n by: (Initials) PLEASE SIGN BACK OF APPLICATION FORM z � tr y 0 0 u) J Lu H � w g 1 a w Z = H I— 0 Z I— w 2 � P— 0I— w w I— LL O W Z O - 1: _ O ~ z BUILDINGOWNER -:OR AUTHORIZED' AGENT: . Signature: VI1NK-h_ Date: Print name: V Etwol Gh-com Phone: Fax #: Address: City /State /Zip: ALL SINGLE- FAMILY RESIDENTIAL PERMIT APPLICATIONS MUST'VE SUBMITTED WITH THE FOLLOWING: DRAWINGS PREPAREL ,Y A REGISTERED ARCHITECT OR I .IOFESSIONAL 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) in ❑ King County Health Department approval for septic - 296 -4722 . . Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. - . 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6: Public Works review requires the following on site plan: driveway location (10' min. 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, . downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). ' • 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18,, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). Foundation plan and details Floor plan Roof plan Building elevations (all views) Building height Building cross - section Structural framing plans and details necessary to completely describe construction Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner/Authorized Agent. If the applicant is other than the owner, registered architect/engineer, or contractor license ¢y the;State o f'Washington, a notarized letter from' the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this, submittal.. • "`" " I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPEKM1'1'.DUC ' /1 /97 j z • w a: O 0 0 w= w • 0 2 �? • d = w z H w ~ uj U O N O I- wW I I-- u_ O w U = 0 ' z PZOO° •A• *.A4— A,Va *A ** * * *f ****• A:l r***: 1**** k** :t•k *a *** * *a•J * *h *a•k.4k * * ** d•x•A * ** ** CITY OF TUKWILra Wra TRANSMIT 3 *** * *k:4• * * * * *4 ***ka *'t *•A *k•a.b *i **** a** A. o. 4 A * * *44 * ** * *ti *a *AkA *•a *•if *a1• ** TRANSMIT tt utnb«r R9800355 Amount: 400.00 09/08/00 1404 Priyni t. Method' CHECK Noti t iaria DUJ <IRDIN DEVELOP initt BLM Nc wm;'t. NC) 02000 -297 Type: DE:'PERM DEVELOPMENT PERMIT •P ii^cel . W,�: 261200:..02`10. .;1 te. Ad it e'Sr . J''1" / 4 43 PL Total ►=nest 1,919.05 This 'Pa'ymeht' 400.00 Total ALL Pmts: 400.00 k44*of.A.A'k4.14•1 * * * *h*.A h, a: b* A* 4.#• A:►# 4M , 1** 4• 4*•kd * * * * **•.1 * *A*:4A•.AAA*J , ,,t *a,k•A, Accou'nl Code ;' pehGr ipt'uin Amount C'00/245:.£i30 PLAN. CHECK -- RE5.. 400„00 1 7779 09/11 9710 TOTAL 2000 ^00 �S� 7�c 5�id , 6 ��1' �`f �it�,a1?.fn�'�;4t��'�l;icys•�u, i�•�� 4In, l to ! .L.3:1:a t,:l::ruW:iL:i+wiwY _ •i. 4a..:= 4;4;m0,61., Flriif4.S tba'� 4.4nTia k,., .•ak::n. axJAbJ,r . t,wi;,w * *;* * * * * ** * * ** ** * *k * * * ** * * * * * * * * * ** * *k ** * ** * * * * *k * * * **.k'k * *k * ** CITY OF TUKWIL'A. WA --2�i� TRANSMIT ** * * *' * * * * t **, * *.** * ** * * * * *' * ** F*�4 ** * * * **** **** ** * *** * ** s** *'k*** *k TRANSMIT . Number: R0100272 Amount;: 1.63.55 03/91/01, 12:1.0 Payment Method: CHECK'. Notation: DUJARDIN DEVELOP Iriit:. TLB _. s! -_ -- ... ------- ..... Permit .tea G2000 297.. Tyne: DEVPERM DEVELOPi'4ENT PERMIT-' Par•c No : 261200 -0210 Site `Address. 1371'4'43 TL 'S Total Fees: 4.1029.55. .. 1 h i's PUvment. 1 .62x.5 5 Total ALL Pmts: 2.029.55 Balance: .00 ** **4 ****k'k * * *k4** * * * **4 * * * ** * * ** ' * *. *fir * * **** * * * ***A.* * * * *k* *fir* Account d Cae 'D'esc.rintiun- Amount A0,0/322.1'0'0:- RU]LD'ING RES 1:'.514.55 % '000/3A5-.1330: '.` PLAN ; CHECI - UTILITY 20.00 000 /S,GG.904 STATE BUILDING SURCHARGE. 4.50 000/342.400 INSP FEE •- UTILITY' .L5 „00 41:2/34 . INSP FEE STORM DRAIN 15.00 0"00/3,22 '100 LAND- ALTERING PERMIT FEE 37.09' 000/345 530 LAND, ALTERING PLAN CHECK 23.50 3 203 03/06 9710 TOTAL: 123$8.16 .M'r ”- Prk$ �,,' ,V ...purrirmr••;- rC -r. n,, a � ��?r�et ',V rip r • . r• _. �'. 1:` � � t •1Y� ;✓T.ki�F:.rTy r`.i.•�`?`^'!�:¢t '.U w'T - .�. }v ;.M1 +'r'l, ^�i r '; ”' j c .' _t,r r 6. .�5:::ias. rv. �M�4ti8�:�ki�lidkYllS$Lkv!ti::i! ok: iw�':�L �,J'�r Sti. +wz +TrN,k ,d.rrvol:..sw}iiaai�s.: r'E. ti+G1 > �7'". it�f- ..a.r...r+�+- diuLuSiwste.V . �.w `,'.;. U 0 Co o' W , J w 0. g a ;. _ a w: Z � 0 I W I - - , 2' w , A , rr= �: Pr e t g v - Lo Z► �, T e of Ins ion: t • Address. q3 1-. S D� b y /o Special i structlons: D to a ted: a.m. a Re ter: 0716. V 9 Pho e `'30 -- egtoot 1 ' INSPECTION RECORD Retain a copy with permit INSPEC NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: / $47.00 REINSP TI N FEE REQUIRED. rior to inspection, fee m st be paid at 6300 Southcenter vd., Suite 100. II to schedule reinspection. Receipt No: Date: • ...f.�. .r �cw.i....t 14. 114, 6u4&f4 WSW k4 AMY. • °3:titkf .yYkM,�sr rw..�C;•if„ �'.`1LaA�.ntiAwi;it Inspect 7.00 REINSPECTI at 6300 Southcenter eceipt No: N FEE REQUI lvd., Suite 1 D. Prior to inspection, ?f e be paid Call to schedule reins.ection. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Project: }aC■fi = Lao a- Address: \3 -7 t y a3 L Special instructions: Type of Inspection: t.1ACr'' Date called: \0( Date want d: !a.m. P.m. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit (206)431- 3670,; Corrections required prior to approval u at: as `` 'w4tk. iti f 4.41 r .. r. t -.. .. ..x Inspector: ! t , I Date !0/19 / $ REINSP e ECTION FEE �EQUIREDS Prior to Ins c tlon; fee must be Paid at 6300 Southcenter BI'vd., Suite 100.--Call-to schedule reinspection. 1 Receipt No' I Date: ii=21A INSPECTION RECORD Retain a■copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd #100, Tukwila, WA 98188 Pro' ct: ) 7$ r/vleGJ ". 2 Address: "" .Special instructions: Type of Ins ectio Date called: Date wanted .m. Requester: S e o Phone: 0 Approyed per applicable codes. COMMENTS: (206)431 -3670 Corrections required prior to approval. .l'i .$4.+AvaAit Z . • w re 2 • 7 v 0 co to W N LL' uJ 0 ' J H Z �.. Z L u 2 D O •• ; 0 I- WW _Z • U c O Project: , teruieW S * C t r S - — a. I of Inspection: Shee1(o i /1ru Jinc .. Address: / 7i (f ,3rd P) , S Date called: d4 f P 1 Special instructions: `ti Date wanted: a.m. 1. /ay l0 On Request��ii ( ix r Phone: c(e S')330 -9(o O d INSPECTION RECORD Retain a copy with permit IN NO: , CITY OF'TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 va:pu0 -a PERMIT NO. (206)431-3670 pproved per applicable codes. orrections required prior to approval. COMMENTS: 19, ;Pi, 47 l J /.44 cf-eA c<,e -, y -o $47.00 REINSPE ION FEE REQUIRED/ to inspection, fee must be paid ' : of 6300 Southcenter Blvd., Suite 100. >Call to schedule reinspection. Receipt No Date: ~:'k;.11Y. .." `ri`3' fi!'dKuC a+" .. ;AY :titkb.X:1 k +.irktrfs.lr t+ ::aiticu'�wiYL'3 6; - ' ' +� ;a;;y4 du:'ad "c2 KlWk,' f,'. ti?kiiarf lrtW:;i2t :tru+Yrdira:.. p.3X.a 7 ro43,« 40.4. k,`31.1 141,1g10 nm= W U 0 coo 111 = ' W 0 LL -J CD v ; I— W 1- 2 W W: 2 O . � p 0� ` O 1-i WT. W ro• llJ U = 0 I— Z Project: r":0 / //,' 1A) . ; J 2'Y.' Type of Inspect o n: ' /- 2 itm « .c. /s //c-1,e A dress ', `/ 27R/ ; : ` " ' Pz 5 Da alled: - , 2 - o/ Special instructions: Dat wanted: m9 — / ' -p / p.m. Reques er: /9 ct Phone: 4 ,"2c - 33D - c/ INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tuk'wila,`WA 98188 Approved per applicable codes. PERMIT NO. (206)431-367 Corrections required prior to approval. COMMENTS: 1 T�rr�s /- - � a�F PoQiS 8 f /O �a''''0 /off i2 s),»/ n)b IDPRot/e n1,z -1" pakeet 47.00 REINSPECJION FEE REQUIRED. rior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. C II to schedule reinspection. Receipt No: Date: • t k SAEy ' ' g Y'p^ ': ipitt` tt w 7 Mss ° k;kligi `F .'�twR. ai .Z F. tt `;:li v r':1 e4. 9r�tuX woe »,I:Wi.6dv,1...eJt'vtiG}�:d: %d ':aireY,« �a V`` > +xi..wm�J�,:+Latwa�,Ct# >l �e+�4i�y .+k i 4 1 6 U O 0 LU J N ; w O' a ; :_u d ', o z w w U N w lJJ 1L0 t11 Z U N I , O z P,,r,_o;ect: D Ifitt I f a t A pi, s ecial instructions: ` Dal w nted: ��� 1 a p m. Requester. Phoci 2.....q 330 ettooq INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 Approved per applicable codes. COMMENTS: Insp , or: OO REINSPECTION IE REQUIRED. Prior t inspection, fee must be paid at 6300 Southcenter Blvd., S ite 100. Call to sc edule reinspection. Receipt No: Date: Date. Corrections required prior to approval. 1444. w &9t4kYtixtik: :�:.4.4•Art. : rP S..v�.s': • , / .. 11 �/ P ,e Vi � W f l le of Inspection: v A�'�e'� tit -13119( GS Date called: �ll 1/0 � � Special instructio s: J.y wanted : Requester: " PhonDate ey./Z 96,01 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. 4'iDID / S74 /2z "9// / i /A✓ (;ze,* shy ,s.. /Fr, r/)',s.o Si•9» IR 4/c. S'4"'i'dla.c/A • /bv� Gi rd' /e, Cie , to _"it/.5zrz_ e 7.00 REINSPECTION FEE ' EQUIRED. Py1or to inspection; fee must be paid; at 6300 Southcenter Blvd., Sul a 100. Cal to schedule reinspection. eceipt No: Date: uC�it'S"'.f..'� � >3!'+.Y�.ir..:. ".'.i'� a'�Slir•'.r��«s�''"�c�. 'a:.r'ys° ��.`:i1�' ��i.1iR�S'�ara Project: O.S -fe(0 Iec-t) fstat6L`a I Type of Inspection: La ( Spa ("K .' ,- ixvf. Address: 13 -jiyg-3P)$ Date called: / 9/0/0/ /^ Special instructions: Date wanted: 9/// /Of fn. p.m. Requester: (d a r'-j_ Phone: i/d, 336 - C c 5/ Approved per applicable codes. INSPECTION RECORD , . . Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: ri reIti OiQ, !{E/9 R " --A PA pUt/Fl� tkg61 rr 4 . r ALX 419// ,1 F oY�T �' A On/ / s p' 1e -'1 fP r) Ins t.t1 ,uiAl ke 7. 0 REINSPECTION E REQUIRED. Prior inspection, fee must be paid at • 00 Southcenter Blv , Suite 100. Call to s hedule reinspection. Re e'pt No: Date: 9 Date: D UO U) 0i cow; w O Nom; F w z� , V im; 0 N: 0 LLI U �; LL � ` l Z L O Z Pr 'ect: ) 21 0 Type of Inspection: / ( S inr2,42, • � V t A1 d3ss. I g Date called: v / Special instructions: Date wante ' .m. � f /0/ p.m. Re 7 (1.1 RP c.0 C � a Fa (), a 33O 9 (o O' INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING, DIVISION : = :;`;. 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. a 'x�ttr ' .�ac�r�E (206)431 -3670 Corrections required prior to approval. COMMENTS: n � X4 LJC�(X_( 1.0 tTCJ' 47.00 REINSPECTIO at 6300 Southcenter BI eceipt No: FEE REQUIRED. n or to inspection, fee must be paid ., Suite 100. Ca to schedule reinspection. Date: �5:•kvlYaa+rid'3 a.:siwaa:a :Jd. +...;r. . Ir. �xa�: u3c,. da «1Ll:.va�3.uY�- !+t''A2rk4Rbhhd< tali:!, lieu:$r.:Lt'd:+u&`S3,is � 8i'a seS . sviw 1. '44411 4:;"; >sc: !pt4:k raC 4: rp.- st£Pik;4'4 2:.t1s'as�ia':fi�..a re Li 6 _ (3, O 0 ' CD 0 W == N LL W 0 :. u. co O W Z �. Z 0 W W; U 0' 0 -; . 0 I—, W W 1 • I_ — • 0, ▪ Z 0 Z INSPECTION RECORD ' Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd, #100, Tukwila, Project: � ti . ti;' f f S r ✓ /t"I f Address: ,37/ Special instructions: Approved per applicable codes. "98188 -•M Of Inspection er.�r h..)al PERMIT NO. (206)431 -3670 "Date Iled' I ) dl Date ant d: Date / ester: - _►('t V1 Phone: s_ 330- (f((0 p.m. Ik Corrections required Prior to approval. COMMENTS: ou' SY 3-' - �' 77 /? Si/M2 — /. -4, 6e/ix/ l Tr-'✓ (yr7 iQ .QR7) , I Inspector: Date:''v_ f 0$4 EINSPECTIO FEE REQUIRED. rior to inspection, fee must be,paid b0 Southcenter B d., Suite 100. Cat I to schedule reinspection. .: Date: 1 Rece pt No: i14�u�u�= 3, w" �' .3t:��u�'Jf:�id- �rxh�c:+t�k�q:: �&+17'•i�ti:{a CC 1 0 CO 0 W uj J 1-, W 4:31 . J u- < W H Z 0' 2 j ' O N M Wi U' ; U. 6: Z ' 5 ` 0 Z 1 Pro ect: OS4f'YYIP(J — 1. -- - 04 z/ :Type of Inspec '4qn: e o4 hp a 4 1 i Address: / ?7/ L/ Le PL s Date c lled: —7/1/,D( Special Special instructions: ' Date w nted: — I /i a.m. ca'rn Re uester: (7A it L i Pho e INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit j " A pproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector- Q (� Q Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: P ecti I go%.krv - Lot. Ty f ins ection: 5 t ate lied (7zo % I V' Adds , � res 7 I y 3 pi S` Special instructions: �t rl C ¢. - Co 1 rS Date wante tlJ �'� . . p m Re tstgr: rcl INSPECTION RECORD Retain a copy with permit INSPECTION NO. k. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 Approved per applicable codes. PERMIT NO. (206)431 -367 COMMENTS: Corrections required prior to approval. El $47.00 INSPECTION FE QUIRED Prior to inspection, fee must be paid at 6300 Southcenter Blvd., uite 100. Call to schedule reinspection. Receipt No: Date: t itf - :AL; t". `;rinul: <:., ps:ll ur.r+�.�;: 1i[ x2e�L'f,llxWtiY'td@�& G+:F1ln 3.�.^.4iF.�,�f, w d J ki11',' .4141yst.ty - e AiiscX4,8':Af. tila Y'1' W ` V . U0 y 0' ' CO W u. W00 a to � ' = I— w : Z 'F 2 0N ` 0 H} W 1-- V ' U 0 z Pro'ect: Sv ✓ictJ — L 7 Ty of tion: r� In ec b ra ill S I r i s ) Li ` / pz. S D t c"I led: t e o) Special instructions: D anted: Re gist er. 7 Phony: / G� 3/9 690 INSPECTKSN NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 COMMENTS: Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. PERMIT NO. (206)431 -3 %A[ IA 0 $47.0 INSPECTION F (REQUIRD. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Z Q W ' re c� 0 rn O W w u W 0 � d W . I- O Z I v i O 1—? = V`: 0 0 Lb U N o ms's O Z Project: � � f c25(--e..-1 u,fir.� r.1 Type f Ins ection: y YP P M( jk7/ , / 9 /� /J. / , Ad rd ess: �� Date called:, � / � � Special ms r� l •� h e:4 0- 1/440 - /a ` " C) Date want Requester: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: Approved per applicable codes. INSPECTION RECORD Retain a copy with permit - l `JD J . $47.00 REINSPEC I FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Ivd., Suite 100. Call to schedule reinspection. Receipt No:. Date: (206)431 - 36 Corrections required prior, to approval.. 8 d uY ThI' ti trnfirykin fi;J rk viv Ate+ J'• ftb tciil. 4 . l'. . ce W . O 0 :. W 0 Q . I • d ▪ LU Z O . , Z H' O. 0 yl D = W V , IL 5 1.1i N Z . P ject: oZ / TYge•pf Inspectio Address: �Q S. ' . -3 1 I k 1 4 ' ..:lo* Date cared: L� ( f3 t / 1 Special instructions: Date wanted / � m� (,�J m. ■ Requester.t Z • Ph 0e-e)R a7'a3gc) INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 SouthcenterBlvd, #100, Tukwila, WA 98188 COMMENTS: 's (014 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit (206)431 -367 Corrections required prior to approval. 0 $47.00 REINSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: '.ulittitaN gt•Attg6,2 (3 s`4Aw .114.4444M. f''CEgk +'rA5i3id� 1G klYS• ".�Pe ^�Jw"'iEP3,ae:A: ",{Si.�d(u, 'E:.wn; tY;�Aw4` .ri V,71N; Z 1 U O ' N O co I 1 W u- a. I-W Z F- O! Z U u j = V' tl. 0 U) 17- � z Pro 'ectType o S rv,ej, -L 2/ of Inspection: rayekt hove { S Address: � L � 3 ! ` 3 5 really': 11 � . Special ins ructions: . ... ante . , Re her: 1K Phone: 1p ' 2-21 D380 0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: OIL 4 bLASse Oc .'1 ` .5t,&)4.,14 Ca ..v, r•i-u)Si re v Y +mow c)01- 4Nk der. T t. C kJ. 410 N..1 Date :( /3,1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee n'iust be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ZwaL�2114. e1 $ agoW4t. 4ck'`. ek+ cii�: �. aiiligiSig3.''`rii'"i .ri 4S 't 1. 'rd�s. ' : +uN +;tS*'a ssait8,r : ;4d$ :aJ }qtr ,�1Gxs t:r iya , %,41,fr:W...; Project: •57Zc. 0/Col/ Type of Inspection: SJ Address: /37 1 1 f/ : 5': Date called: f . 4f/S/o/ Special instructions: Ler ZI Date wanted: ■ a.m. P.m. Requester. Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, . #100, Tukwila, WA 98188 Approved per applicable codes. i (:1-2,97 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: tJcfh . 0 r .5; IA/ LJ • d g Algal d•u-v e W d le"2. 0. C, f! Inspector: h�Jt/ Date: e $47.00 REINSPECTION FEE REQUIRED. Prior to inspection fee must be paid y at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 3'i.wY+ 3e1:4; i4.441kegI7A:saY "c, ;a 1:,'v 4.1412 g, ,. , ..:, 1, 1. nt .�i:�A.V..r4n.5.1.it�14s�LJ'i l.Yi::}dC• 3i.'tw okvub..•.b_ ,u: r :a iti�x aw 1; • 14446411 dett;i4' J. ri Project: Type of Inspection: Address: 137/ y / . 7 Date called: AA,/ Special instructions: � Date wanted: • a.m. • p.m. Requester: I is"t Ctr Phone. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: 6 57/4/) l lJ (n v. Ct cJ . C. . C.r�n it4 tota, Csott. -0 Jt/d d -o" Inspector:. 6tl Date: s / 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: (206)431 -3670 Corrections required prior to; approval. Yr w.. ii! 4 1.4,:4464i4A.44.4,411' awe �hr 140.10, t: 44 rf:A., Pr 'ect: Type of =ion: ion: ddress: 131 I 3 PI. S. / Date called: 9 i o ( <0/ S instructions: Date wanted: C)// � a.m. Request : �_� hone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. COMMENTS: Inspector: Date: /e- /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: itierirb� *awcswauci,+r�k.,:w •aia: S 6 PERMIT NO. (206)431 -3670 � ,..,hr1..�.�: ,,. itr, P. nie�i�;•`.. �H:, aSa�ii „uUtY�GrF�' . - N.G:k+.w5}W3.��l; stiorak. • u ba'a sirs z "" 2: �tJ O 0 0 . Co Co w w J CO LL, w0 LL a;. Z ~' 0, {fit- 10, 0'. t .. Z 0 - 0 z z City of Tukwila 0 I 041 1908 Fire Department Thomas P. Keefe, Fire Chief Needs shift inspection Sprinklers:, Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: FINALAPP.FRM i TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit Project Name a Address V2111 I 00. 7 +3 PL-6 Suite # Retain current inspection schedule Approved without correction notice Approved with correction notice issued /` Authorized Sigiptilre Date/ Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206.575 -4404 • Fax: 206-575-4439 Steven M. Mullet, Mayor l No. TA'? DOD `L "I ZOO 0 -2/10 h2xo• -37o ) WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 06/13/80 FILE: K: \ \KAA \ \99\ \99090 \ \9909021.WS Homeowner: Builder: Site: DUJARDIN PLAN # 2119 The PROPOSED design *COMPLIES* with 1997 WA State Energy Code. COMPONENT PERFORMANCE ENERGY BUDGET REFERENCE DESIGN Component Floor &lazing @15% Doors AG Wall Ceiling, Attic Infiltration PROPOSED DESIGN COMPONENTS Component Description Struc Mass REFERENCE 442 8.75 Floor R19 vented Joist 16oc Glazing @13% * *vinyl clr /air Doors Wood 1 3/8 ", solid flush AG Wall R13 STD Lap Wood Ceiling R30 blown Attic STD baffled Infiltration Standard Air Sealing Light Frame, Sheetrock walls Analyst: MATT MERCER Jurisdiction: Utility: House Type: Single Family Floor Area: 2119 ft2 Weather Data: Seattle, WA Climate Zone: 1 PROPOSED 425 Btu /hr -F 8.58 kWh /ft2 -yr Reference Value X U -0.041 U -0.650 U -0.390 U -0.062 U -0.036 ACH -0.350 Reference UA 442.0 Value U -0.041 U -0.520 U -0.390 U -0.082 U -0.036 ACH -0.350 Proposed UA M- 3.000 HOUSE ID: 99090.21 Area = UA 1226 50.3 317.9 206.6 38.0 14.8 2035 126.2 1226 44.1 17130ft3( 109.7) X Area = 1226 50.3 281.0 146.1 38.0 14.8 2072 169.9 1226 44.1 17130ft3 (109.7) 2119 Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non - standard values - check calculation of thermal value. Page 1 UA 425.2 6357 116. WATTSUN • FILE: SUPPLY RETURN 5.6 1997 WA STATE ENERGY CODE K:\\KAA\\99\\99090\\9909021.WS HEATING/COOLING/VENTILATING SYSTEMS Heating System Type: Make: System Efficiency: Modified Efficiency: Design ACH: Design Load(at 44F dt): Duct Losses( % Dsn Load): Total Load: System Size (Output) Average Annual Heat: Annual Cost: Ventilation System: Cooling System: SEER: Cooling Load(at 4F dt): System Size(%Over): Annual Cool Requirement: Solar Access: PROPOSED DUCT SYSTEM GLAZING ORIENTATION PROPOSED South : 70.0ft2 Southeast : East 70.0 Northeast : Eff S Glz: 4•3% PROPOSED Gas Furnace DEFAULT 78 % 61 % Vented crawlspace Attic or garage 0.60 27814 Btu/hr 6778 Btu/hr(24) 34592 Btu/hr 52000 Btu/hr (150%) 90 MBtu 504 Integrated Spot & Whole House 0.0 () Btu/hr tons (@125) kWh/yr Partially Shaded Location Avg Rvalue R- 8.0 R- 8.0 , COMPLIANCE REPORT 06/13/80 Surface Area 423.8 ft2 84.8 ft2 PROPOSED North : 71.0ft2 Northwest : West 70.0 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 2 HOUSE ID: 99090.21 leamanillt Kappler Associat s Architects JOB NAME: JOB NUMBER Copyright 1994 Dujardin Development Fosterview Estates Plan 2119 99090.21 DATE: 9/20/99 BY: MJM WINDOW TOTALS ROOM NAME i WIDTH (IN FEET) i HEIGHT (IN FEET) AREA QUANTITY TOTAL AREA TOTALS SQUARE FEET) (HOW MANY) (IN SQUARE FEET) (IN SQUARE FEET) (IN SQ I EET) MAIN FLOOR, LIVING ENTRY DINING KITCHEN NOOK FAMILY TOTAL MAIN PER M. BEDROOM M.BATH BEDROOM #2 BEDROOM #3 STAIRWAY OFFICE OFFICE TOTAL UPPER TOTAL GLAZING SQ. FT. TOTAL HOUSE SQ. FT. Glazing % 6.00 3.00 5.00 4.00 6.00 7.00 7.00 3.00 5.00 5.00 2.00 2.00 7.00 4.50 0.83 6.00 3.92 6.66 5.50 4.00 3.00 4.00 4.00 6.00 2.50 4.00 27.00 2.50 30.00 15.68 39.96 38.50 28.00 9.00 20.00 20.00 12.00 5.00 28.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 1.00 27.00 2.50 30.00 15.68 39.96 38.50 28.00 9.00 20.00 20.00 12.00 10.00 28.00 153.64 127.00 SUMMARY 280.64 2,119.00 13.2% 6/6/00 9909021 - Glazing.xls z • V 00 � W W 1 N u_ W 0 : g Q . a ' I- W F- 0 W ; - . W W cy o : w z ' U N 0 z Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 • Subject: Plan Review Fosterview Estates, Lot 21 Tukwila; Washington Project Description We reviewed the, following plans: • Sheets P1.0 and P1.2, Architectural Site Plans • Sheet P2.2, Architectural Plan • Sheet P6.6, Site Section.for Lot 21 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 June 15, 2000 Project No. T- 1515 -2 Reference: Fosterview Estates Summary Report, Geotechnical Issues, compiled by Terra Associates, Inc., December 16, 1998 Dear Mr: Fowler: As requested, we reviewed architectural plans prepared for Lot 21of 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. The project plans we reviewed, prepared by Kappler Architects, P.S., indicate that a two -story, wood - framed, single - family residence will be constructed on the lot. The main floor, including the entry and garage areas, will be at Elev. 189. The main floor will be constructed above a high crawl space. To achieve the planned finish grades, it is anticipated that temporary excavations of up to six feet will be required. It is not anticipated that any significant fills will be placed on the lot. Minor fills will be required to create finish grades for the driveway and garage. After completion of foundation walls, excavations will be backfilled. • ' - Mr. Bill Fowler June 15, 2000 0 - 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. z ct Excavations and Earthwork J U. plan indicates that temporary excavations of up to six feet may be required to construct the foundation for co O The site P P rY P Y q ' o the residence. It is expected that the excavation will be made through native soil consisting of sandy silt and silty W' sand. The on -site native soil contains a significant amount of fines (silt and clay size particles). This material N will be difficult, if not impossible, to work in wet weather. The excavated native soils should be removed from W 0 the site or used in nonstructural landscape areas away from the slopes. �Q We recommend that the recycled' concrete previously placed on other parts of the site be used to backfill all = d i foundations and used as additional fill wherever possible. To prevent contamination, this material should be kept ~ _ ' z1—, . separate from the native materials on the site As an alternative, imported pit -run gravel soils may also be used 1— 0 for backfill. uj; U 0 O N O I-•` The foundation excavation on this lot is expected to extend into competent native soils. These soils are moisture F ' sensitive and subject to disturbance in wet weather. If the bearing soils become disturbed, they should be z overexcavated and replaced by materials such as recycled concrete or quarry spalls. v co O ' 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). Foundations placed in the sloping crawl space should be embedded at least 18 inches below the crawl space grade. Foundations Walls supporting backfill should be designed as retaining structures and be provided with adequate subsurface drainage. The walls should be designed to support an equivalent fluid weight of 35 pounds per cubic foot (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 15, 2000 Sincerely yours, TERRA ASSOCIATES, INC. Costa Philippides Engineer Anil Butail, P. Principal CP/AB:dvp cc: Mr - • We trust the information presented is sufficient for your current needs. If you have any questions or require additional information, please call. Project No. T-1515-2 Page No. 3 r Jamieson Consulting Job No. 20181 RETAINING WALL FOR FOSTERVIEW ESTATES TUKWILLA, WASHINGTON EXPIRES 8/23/0/ I NOTE: This stamp applies to the members and assemblies described in these calculations only and is only valid if it is a wet stamp. JAMIESON CONSULTING CONSULTING ENGINEERS PROJECT MANAGEMENT 733 7TH AVE, STE 108 KIRKLAND WA 98033 (425) 803 -2581 FAX 803 -3289 00i co 0' u) w v w: Z � H 0 • z 'w Wi U ms O CO*, , O . 0 N p JC J4MIESON CONSt 'ING Consulting Engineering & Project Moncgerrens 901 KIRKLAND AVE STE B.1 • KIRKLAND WA 98033 1 ' 1 5) 803.2581 • FAX (425) 803.3289 INPUT 35 0.267 4.67 50 0.67 0.67 0.67 0.67 TYPICAL CANTILEVERED RETAINING WALL NAME OUTPUT UNITS COMMENT EFP # /ft3 Cf a w4 w toe heel Lf fs fs2 Lf /3 X 2Lf /3 Fk FS Mot Mr Mu w1 w2 w3 x1 x2 x3 x4 2560 Pl , _O /CS/ d ux IrOK/ d ¢ CM c pxnbC7 spAks de/Z. () #4 d i(" / ,0367 Ala /4.102 47(207) = 2/ 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 ff # # yr ft ft ft ft ,DOZ /43 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 pct) Weight of wall Weight of footing JCS NAME F 7i v f EW JOS NO. 2 I . OAT= SHEET NC. ' , Stl Illi ►II C lr5z (Al WA4 4 jaVaci 41 . 3E005 (3) #4 car ri n 8 S rop r1 CLE z re 2 6 U 0 CO 0 cnw CO LL uj Q f r i =d : H ui Z �. I-O Z H; n v0 N '0 ' ,0 w W U' IL I Liu I U O ~ z' JC J.4MIESON CONSUe TING Consulting Engineering & Project .1....ogement 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 TYPICAL CANTILEVERED RETAINING WALL NAME OUTPUT UNITS EFP # /ft3 Cf a w4 w t toe heel H Lf fs fs2 Lf /3 X 2Lf /3 F 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 ft G - Z5coFs/ 10 145/ U tz= 1.5K' eliga 6P4IV Fox 5aca& A o.4 fie- d- 231l o_c).4/ P ''' 61 X,70.0) oe/ JOE NAME `V fGW JOB NO. 20 '$/ 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 design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing G I ` 3"C2 I t9 BY � SHEET NO. Z Or _ (rop E jI 1I( & /b'o. c, A-r 735 I t' C, A0 (( )i4coivr o o _. to o� ' co N LL;- Li.' O LL Q `: a ` � Z 1—' 0' • W. v 3 ow w �' o .� Vi u _ 0 ` i uj Z ! . z JC JAMIIESON CONSU? 'TNG Consulting Engineering & Project %fo,.4.gernent 901 KIRKLAN'D AVE STE B•1 • KIRKLAND WA 98033 r '-‘) 803.2581 • FAX (425) 803.3289 TYPICAL CANTILEVERED RETAINING WALL w/ 50 psf vehicle surcharge INPUT NAME OUTPUT UNITS COMMENT 35 EFP # / ft3 Equivalent fluid pressure 0.267 Cf Coefficient of friction against sliding (includes Factor of Safety = 1.5) 6 a ft Height of earth above "base" 0.67 • w ft Wall thickness 0.67 t ft Footing thickness 2.00 toe ft Length of toe 0.83 heel ft Length of heel ft ft # / ft2 # / ft2 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 ft ft ) c = 25co F51 75/-= 40 Ks l Yu= 3,67' t�-( 4= ,3/,k) / 4 e g'' c o, RN?) "// " /Wu= /,99g' i_¢5, 41, SL V bt)f& - ,007? JC 5t A/V 5 JOB NAME FosrEm.VfF -W JOB NO. ZO t a/ BY OAT! SHEET N0. 11, 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 • Z , 0 „ 111 (2) k 4- 7VP y - 4 e f(,' ,c, 1 .44 jos" ac, 5)4 car 2)@TOe -4t Z3'GLA 1 " ° /o JC JAMIESON CONSU' PING Consulting Engineering et Project 1. ..gement 901 KIRKLA.ND AVE STE B -1 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803.3289 INPUT 35 0.267 7.33 0.67 0.67 1.33 2.00 TYPICAL CANTILEVERED RETAINING WALL w/ 50 psf vehicle surcharge NAME EFP Cf a w t toe heel H 8.00 Lf 4.00 fs 1,770 fs2 1,831 Lf /3 1.33 X 1.09 2Lf /3 2.66 F 1,487 Fk 687 FS 1.754 Mot 4,330 Mr 7,595 Mu 6,189 W 2,994 w1 1859 w2 733 w3 402 x1 3.00 x2 1.66 x3 2.00 ft ft ft ft ft ft ft # /ft2 # /ft2 ft ft ft # - ft # - ft # - ft 41 ft ft ft � - 25oo Fs/ 6/ _ 4 gs/ a= 6, e it VI 6 45. Qr 37 "J / F /,VZ; t lf/ // re- -.e 4 .f2'to. c lul 2, 65' 5.Z5' "comv 'P4v5 L--20 gz- 44 b _ e " d 42 # Qrs /4/ 2 (3 JC9 NAME / rEP VIE 20/6/ JOS NO. DATE OUTPUT UNITS COMMENT # / ft3 Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety = 1.5) Height of earth above "base" Wall thickness 'Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing / 7 ( 7r C/4 II SHEET NO. 4. OF aY )J Z 4-__je,64/ '4 , O1l V2 "0,C (7),ik4 cat) r • 3//a_2 Q1' N v 2 - JC JAMIESON CONSt Ai% Consulting Engineering & Project Management 901 KIRKLAND AVE STE B.1 • KIRKLAND WA 98033 ' ' ) 803.2581 • FAX (425) 803.3289 INPUT 35 8 0.67 0.67 2.08 0.67 CANTILEVERED RETAINING WALL W/ BASE SLAB NAME EFP a w t toe heel Lf fs fs2 Lf /3 X 2Lf /3 FS Mot Mr Mu W w2 w3 x1 x2 x3 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 8.00 ft Overall height of equivalent fluid 3.42 ft Total footing width 1,314 # /ft2 Soil bearing if X is in mid 1/3 1,406 # / ft2 Soil bearing if X is not in mid 1/3 1.14 . ft 0.85 ft Location of resultant force 2.28 ft 1,120 # Total horizontal force 1.507 Net factor against overturning 2,987 # - ft Overturning moment 4,501 # - ft Resisting moment 5,077 # - ft Ultimate moment for concrete design 1,787 # Total weight on footing 643 # Soil weight 'oh'heel'(120 pcf) 800 # Weight of wall 343 # Weight of footing 3.08 ft 2.41 ft 1.71 ft -Z5 rat -t = 4o ,BSI 5 ,D7 K G b 4= a374 /ND / " J r fT �o� >� -`f'a /ono, c, 45 6Z5' JOB NAME 1 T l' -'V « 1# JOS N0. ZO is/ DATE SHEET NO.. 5 , EY Cr (z)g4 ror I II - 1ll - ai 44 c /2'Oic, c3e— t4 atp c-, ().,4 4 coo; JC JAMIESON CONS.' `'ING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B.1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3289 CANTILEVERED RETAINING WALL W/ BASE SLAB INPUT 35 10 0.67 0.83 2.25 1.25 NAME EFP a w toe heel Lf fs fs2 Lf /3 X 2Lf /3 F FS Mot Mr Mu w1 w2 w3 x1 x2 x3 OUTPUT UNITS # /ft3 ft ft ft ft ft ft ft # /ft2 # / ft2 ft ft ft 10.00 4.17 1,811 1,932 1.39 1.04 2.78 1,750 1.539 5,833 8,979 9,917 3,019 1500 1001 519 3.54 2.58 2.08 Fi/V1./ r r '0/ 4040/2 /I/f = 2,65"' � _�v,2_5 # - ft # - ft # - ft ft ft ft 7q= 2500 4 _ `r0 1451 4 b0 Ks/ AL5 4.0.4/ .ots 6e6O & E3b,c, COMMENT Equivalent fluid pressure Height of earth above base slab Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing _ O rr 3 "CL JCS NAME FOS 7r'v (E to JOB NO. DATE zo ne/ t rt 6" � 2 ° 0 / - 3 N SY . 1>ii SHEr7 NO. ea Cr 41 ToP 44 L /O ( (70 4 o / 4 x z!o" _/( c , &) Calf V tno> w u. W 0 2 � g J( I— _ z _�! O ' z 2 V 0 O ff' W W: • H V , LL ~O . z ' O ~' JC JAMIESON CONSL i ING Consulting Engineering & Project Management 901 KIRKI.AND AVE STE B4 • KIRKLAND WA 98033 r ' ^5) 803.2581 • FAX (425) 803.3289 CANTILEVERED RETAINING WALL W/ BASE SLAB INPUT NAME OUTPUT UNITS COMMENT . 35 12 0.83 0.83 3.17 1.25 EFP a w toe heel Lf fs fs2 Lf /3 X 2Lf /3 FS Mot Mr Mu W w1 w2 w3 x1 x2 x3 . • 12.00 5.25 1,850 1,954 1.75 1.35 3.50 2,520 1.527 10,080 15,397 17,136 3,948 1800 1494 654 4.63 3.59 2.63 # - ft # - ft # - ft ft ft / = (� xs(.#5 u= lTe G1-8 4O53fdt/X &- VOrC, F/ ' FOg . 4e /2 to.c, 0 " ij 3,5¢.K # / ft3 ft ft ft ft ft ft ft . # / ft2 # / ft2 ft ft ft to J03 NAME F057: JOB NO. 2.0 MI DA T= 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 (1 2Q pcf) Weight of wall Weight of footing • . r . 3'z HN • VIEW S H:ET NO., 7 , OF / -3 N I!`�1II 111 44 g/2 4 icr 11 4 #4eelo,c, s G� � OrC• Grp 60 �4 3�orl • � p 4- coo, BY ' L ( 4ToP • 00, • tn0: w J w O = W z �; O' : z f- Lu U � O - i 0 1- =0 z i w oft z JC JAINIIESON CONST. \ ?ING Consulting Engineering & Project ilcncgement 901 KIRKLAND AVE STE B•1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3259 ft ft 2-CiO Ps/ 7 i= 4 0 I4 4f S /1 /= 23, 5g/ & e' ,5= 0,74,J/ 5c 5''o,C FND Al 4s /o'o,c 5.31 k � ffi= 011/01 " INPUT 35 12 0.83 0,83 3.33 1.83 NAME OUTPUT EFP a w toe heel H 12.00 Lf 5.99 fs 1,981 fs2 2,059 Lf /3 2.00 X 1.61 2Lf /3 3.99 F 3,120 FS 1.584 Mot 13,680 Mr 21,667 Mu 23,256 W 4,966 w1 2727 w2 1494 w3 746 x1 5.08 x2 3.75 x3 3.00 UNITS # / ft3 ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft JCS NAME JCS NO, CA E CANTILEVERED RETAINING WALL W/ BASE SLAB and 50 psf vehicle surcharge 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 o rr ° VIE 1 Total horizontal force Net factor against overturning # - ft Overturning moment # - ft Resisting moment # - ft Ultimate moment for concrete design # Total weight on footing # Soil weight on heel (120 Dcf) Weight of wall # Weight of footing ft zo /e / SY 'DJ z SHEET NO,_ OF 8 4 7 - OP _ lf 4 S t.r 14"c4gAlz #��G /D'OrC• - SJG,eo 5 g4:3 0" lbotc, (i) 4ccr • kir /Or' " � 1-/0" / I 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 TYPICAL CANTILEVERED RETAINING WALL 7.33 a 50 w4 0.67 w 0.67 t 0.67 toe 2.50 heel NAME OUTPUT EFP Cf hb tier S1JDMJ& rfif,6 S"P4 3 1/01Z. 'VV7 OF P4s/V UNITS # / ft3 H 8.00 Lf 3.84 fs 1,788 fs2 1,789 Lf /3 1.28 X 1.26 2Lf /3 2.56 F 1,120 Fk 221 FS 2.416 Mot 2,987 Mr 7,215 Mu 3,906 W 3,368 w1 2199 w2 733 w3 386 x1 2.59 x2 1.00 x3 1.92 x4 1.00 • 2.5C0 .5C :; 3 9 d=6" d /9.9' =5:75' ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft Ks l 0,3 mI7 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 desi Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing / S tt • (g)11 4 roP • 3'c0 0 SHEET NO, OF �W JU; U 0 ':. W W w , w g J' d ; I- al F_ ' w w ' 2 D O: CI w Lu Z _ Cu u z JC • JAMIESON CONSL LING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3289 INPUT 35 0.267 9.17 50 0.67 0.83 1.00 3.67 TYPICAL CANTILEVERED RETAINING WALL NAME OUTPUT UNITS EFP # /ft3 Cf a w4 w t toe heel Lf fs fs2 Lf /3 X 2Lf /3 Fk FS Mot Mr Mu w1 w2 w3 x1 x2 x3 x4 10.00 5.34 1,854 1,885 1.78 2.01 3.56 1,750 236 2.950 5,833 17,206 7,647 5,670 4038 917 664 3.50 1.33 2.67 1.33 ft ft ft ft ft ft ft # /ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft 765 its= 0.47Ai/ 7g 4e 5lo rC, � , � / o 4-eio'b1c1 - biat- 3, /7 X 75 410 Algr SLta ,'NG ; ,zT /AJG oPA-N% #O'1Z NET Plis / . JOB NAME JOB NO. BY DATE SHEET NO. OF COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete desig Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing 3"Cig ti (z) 44 TOp fi 3 o jc JAMIESON CONSUL_ LNG Consulting Engineering & Project Manogemtnt 901 KIRKLAND AVE STE B.1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3289 INPUT 35 0.267 11.17 62 0.83 0.83 1.50 4.67 TYPICAL CANTILEVERED RETAINING WALL NAME OUTPUT UNITS EFP # /ft3 Cf a w4 w t toe heel H Lf fs fs2 Lf /3 X 2Lf /3 Fk FS Mot Mr Mu W w1 w2 w3 x1 x2 x3 x4 12.00 7.00 1,850 1,969 2.33 2.91 4.67 2,520 228 3.476 10,080 35,033 13,821 8,584 6260 1391 872 4.67 1.92 3.50 1.92 ft ft ft ft ft ft ft # /ft2 # /ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft Z5CO PS/ I =4 psi ('O ,est (45) Mrs= /3.83 K/ de" 4 = O-4l , 5 c9'o.c, ((6o) F// V V ' V // Fo2 4 (i 9 /for c, 44 =-. 4 7 5 x75'`/ W Jr -( ,Cnti/ 5p# z(z, `d�( NOT OF FA: (VA.- 'r 3 CCR JOB NAME JOB NO. BY DATE SHEET NO. OF COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete des' Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing '4" sif Ipg ■ (2);*4 Ton 01-1(1 DID (11 i4-9 dorc I Vz 5L(✓ 9 08) co/ir re ue 3 U 00 O u, 0 WW Nom; uiO q J _° w z �': Z 0 ': w U co = V` H 0 ui z Kappler Architects P.S. VERSION 07.0 INCLUDES 3 STORY Lateral Analysis for: Dujardin Plan #2119 City of Tukwilla, WA LATERAL DESIGN PER 1997 UBC Note: For portions described In these calculations only. See sheets S -1, S -2 and S -3 for all details, schedules and shear wall locations. DESIGN CRITERIA AND BUILDING DESIGN PARAMETERS SITE CRITERIA WIND EXPOSURE WIND SPEED IN MPH EARTHQUAKE ZONE SOILS TYPE WEIGHT ADDITIONAL SURCHARGED LOAD (ie.snow) CONSTRUCTION CRITERIA BUILDING FOOTPRINT ROOF PITCH (over the majority of the upper roof) BUILDING GROUND FLOOR FOOTPRINT AREA UPPER FLOOR SF, PLATE HT. MAIN FLOOR SF, PLATE HT. LOWER FLOOR SF, PLATE HT. OTHER SF, LONG / SHORT WALL WEIGHT ROOF CONSTRUCTION WEIGHT FLOOR CONSTRUCTION WEIGHT EXTERIOR WALL CONSTRUCTION WEIGHT INTERIOR WALL CONSTRUCTION Job No. 99090 -10 Date 2/22/00 SPM 1155 964 422 SF SF SF SF SAIL AREA PLF FOR PERIMETER OF BUILDING UPPER FLOOR WALLS & ROOF (Roof + 1/2 Upper Floor) MAIN FLOOR WALLS (1/2 Upper Floor +1/2 Main Floor) LOWER FLOOR WALLS #NIA OTHER (Roof + 1/2 Floor) KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909010_(ExpB)_Plan #2119_1997 -9 Lateral analysis worksheet.xls Long Wall B ; 80 0.36 48 . 1386 20 12 15 '.' 10 13.0 9.0 8.0 "B" Default 80 MPH Default 3 Default (sd) Default (table 16 Q) 0 PSF Default Short Wall /12 SF (for rho factor) FT FT FT STAMPED" 12 PSF Default 15 PSF Default 10 PSF Default 8 PSF Default 20 ' 5/23/00 PAGE 1 w. U0 ' N p; ww _J 0 ' u-a cn = d ,, 1— _ Z Z 1-I w W :0 N s J. S 0 11 Z ' 0• WALL HEIGHT Ce Cq qs Iw 0 13.22 0-15' P= 0.62 1.3 16.40 1 13.22 PSF 20' P= 0.67 1.3 16.40 1 14.28 PSF 25' P= 0.72 1.3 16.40 1 15.35 PSF 30' P= 0.76 1.3 16.40 1 16.20 PSF 16.20 211 13.22 119 0.00 0 13.22 106 REDUNDANCY FACTOR (rho ") PER SECTION 1630 Reliability/Redundancy Factor: P = 2 - ( 20 / ( r max ((sq. root of As))) VALUE USED where: Ae Ground floor area of structure As r max = Max element - story shear ratio square root r max = r i / story shear r i = element story shear x 10 / lw element shear Iw (LENGTH) P= WIND PER SECTION 1618 VALUE USED Ce = Cq = qs = Iw = r max = -2.96 I DESIGN PRESSURE: P = (Ce) (Cq) (qs) (1w) where: Ce = Exposure factor Cq = Method Factor qs = Wind Stagnation Pressure Iw = Importance Factor 0.62 1.30 16.40 1 WIND EQUIVALENT UNIFORM LOADING P = (Ce) (Cq) (qs) (1w) rI= story shear 1153 1 10643 1 ri therefore use 317 . ... ;2,75 ': 1 DESIGN CRITERIA FOR WIND ANALYSIS P= WIND FORCE TRIB.HEIGTH (P) Roof (Upper walls) 13.0 (P) Upper Floor (Main walls) 9.0 #N /A 0.0 (P) Other 8.0 KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909010_(ExpB)_Plan #2119_1997 -9 Lateral analysis worksheet.xls Min =1.0 Max =1.5 EXPOSURE 0.62 Default for B exposure METHOD 2 1.3 Default for normal force method WIND SPEED 16.4 Default for 80 MPH PSF 1386 37 11531 0.11 PLF SF # FT # FT # FT # FT 5/23/00 PAGE 2 (P) Roof (Upper walls) 12 1155 SF 13860 ADDITIONAL LOAD 0 1155 SF 0 S / S EX. WALLS 10 96 8 7680 F / B EX. WALLS 10 58 8 4640 INTER. WALLS 8 77 8 4928 Roof (Upper walls) 31108 18 559944 559944 0.6624 7050 Upper Floor (Main walls) 31708 hpp Fa ITEnT § 45316 0.3376 3593 #N /A 0 0 RFI I FVIJF WA 845316 0.0000 0 (P) Upper Floor (Main walls) 15 964 SF 14460 S / S EX. WALLS 10 96 8 7680 F / B EX. WALLS 10 58 8 4640 INTER. WALLS 8 77 8 4928 TOTAL UPPER FLOOR WEIGHT ON MAIN SHEARWALLS 31708 #N /A 15 0 SF 0 S / S EX. WALLS 10 96 0 0 F / B EX. WALLS 10 58 0 0 INTER. WALLS 8 77 0 0 #NIA 0 (P) Other 12 422 SF 5064 ADDITIONAL LOAD 0 422 SF 0 S / S EX. WALLS 10 40 10 4000 F / B EX. WALLS 10 40 10 4000 OTHER WEIGHT 13064 DESIGN CRITERIA FOR SEISMIC ANALISYS EARTHQUAKE PER SECTION 1628 table 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 BUILDING LOADING DEAD LOADS VALUE USED Z= R= Ca = Rw= Rw= 0.3 5.5 0.36 8 6 TOTAL ROOF WEIGHT ON UPPER SHEARWALLS BASE SHEAR BASE SHEAR: Vb = ( 3.0 x Ca / R ) W STORY SHEAR 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls PSFI LONG WALL SHORT WALL' WEIGHT TOTAL WEIGHT W= 31108 # 75880 TOTAL FLOOR FW.441113520 1405260 990901 0_(ExpB) Plan #2119_1997 -9 Lateral analysis worksheet.xls *load reduced by half due to plan configuration of front wall being concrete Not included in total BASE SHEAR: Vb= 0.1964 75880 14900 WORKING STRESS WOOD DESIGN 1.4 I 10643 ,# Wihi / sum Wi hi (Plate Ht.) Wi x hi sum Hi x hi Wihi Vi 10643 I# /23/00 PAGE 3 Z QQ tY 2 : 0 0 CO C w W` CO u_1 WO I Z L O' W O N' 0 I- W V ( - ~O I11 U N 0 F" SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON (F) Roof (Upper walls) (F) Upper Floor (Main walls) #N /A (F) Other ROOF DIAPHRAM CHECK TOP CHORD 2 -2X4 2 -2X6 16d SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB SEISMIC FORCE Shear Walls UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS SEISMIC GOVERNS @ 215 # FT SEISMIC GOVERNS @ 367 # FT #NIA @ #N /A # FT 215 152 0 81 M= T =C= 1 5353x5 7 3 x 40,6:78 1.33 # FT # FT #FT # FT 550 1.33 MIN BOLT SPACING 790 1.33 MIN BOLT SPACING SEISMIC FORCE ME41 673 # FT 35125145.06 1211211.898 ALOW.Ft= 525 1.331 698.2510K 143.64 # /NAIL 8432.27 NAILS 731.501 # /BOLT `.:3i67d FT O.C. # /BOLT Sr5:28J FT O.C. 1050.71 KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909010_(ExpB)_Plan #2119_1997 -9 Lateral analysis worksheet.xls 689776 10643 (F) Roof (Upper walls) (F) Upper Floor (Main walls) #N /A (F) Other WIND FORCE (P) Roof (Upper walls) (P) Upper Floor (Main walls) #N /A (P) Other Not included in total 215 152 0 81 211 119 0 106 # FT # FT #FT # FT #FT # FT # FT # FT 5/23/00 PAGE 4 reit ma cow CO LL' W 0 } u. N �r = C! 1- W : z I 1- 0 z ! W W O N; W U. 0 Z 0 N Z V W h Wh F Roof (Upper walls) 10643 31108 13 404404 6240 Upper Floor (Main walls) 10643 31708 9 285372 4403 #N /A 10643 0 0 0 0 Other 10643 13064 8 104512 1613 SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON (F) Roof (Upper walls) (F) Upper Floor (Main walls) #N /A (F) Other ROOF DIAPHRAM CHECK TOP CHORD 2 -2X4 2 -2X6 16d SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB SEISMIC FORCE Shear Walls UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS SEISMIC GOVERNS @ 215 # FT SEISMIC GOVERNS @ 367 # FT #NIA @ #N /A # FT 215 152 0 81 M= T =C= 1 5353x5 7 3 x 40,6:78 1.33 # FT # FT #FT # FT 550 1.33 MIN BOLT SPACING 790 1.33 MIN BOLT SPACING SEISMIC FORCE ME41 673 # FT 35125145.06 1211211.898 ALOW.Ft= 525 1.331 698.2510K 143.64 # /NAIL 8432.27 NAILS 731.501 # /BOLT `.:3i67d FT O.C. # /BOLT Sr5:28J FT O.C. 1050.71 KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909010_(ExpB)_Plan #2119_1997 -9 Lateral analysis worksheet.xls 689776 10643 (F) Roof (Upper walls) (F) Upper Floor (Main walls) #N /A (F) Other WIND FORCE (P) Roof (Upper walls) (P) Upper Floor (Main walls) #N /A (P) Other Not included in total 215 152 0 81 211 119 0 106 # FT # FT #FT # FT #FT # FT # FT # FT 5/23/00 PAGE 4 reit ma cow CO LL' W 0 } u. N �r = C! 1- W : z I 1- 0 z ! W W O N; W U. 0 Z 0 N Z I .......__.._ .. 10 10 0 0 86 MEM Mo= Wail(DL) Roof (DL) Mr- T =C REQUIRED 6885.25 6885.25 0.00 0.00 MIN PLATE NAILING 20 INC O.C. 800 800 0 0 0 0 0 0 2666.67 2666.67 0.00 0.00 421.86 421.86 #DIV /01 #DIV /Ol CS16 -30 CS16 -30 #DIV /01 #DIV /Ol ........._. -_16 13 8 0 0 12711.23 Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 17049.19 10491.81 0.00 0.00 MIN I 1040 640 0 0 4320 0 0 0 23226.67 1706.67 0.00 0.00 - 475.19 1098.14 #DIV /01 #DIV /01 NA CS16 -30 #DIV /01 #DIV /O! 7 6 p 0.00 0 0.00 14829.77 12711.23 560 480 0 0 0 0 0 0 1306.67 960.00 0.00 0.00 1931.87 1958.54 #DIV /0! #DIV /O! 2- CS16 -30 2- CS16 -30 #DIV /0! #DIV /Ol .....,.. _..... • 8 - 3 8 5 0 108 Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 2581.97 6885.25 4303.28 0.00 MIN PLATE NAILING 16 INC O.C. 240 640 400 0 120 288 216 0 360.00 2474.67 1026.67 0.00 740.66 551.32 655.32 #DIV /0! NA NA NA #DIV /0! SHEAR WALLS RIGHT TO LEFT UPPER FLOOR Load Ht. 8 O LL 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 UPPER FLOOR Load Ht. 8 215 215 2 /3DL REACTION HOLDDOWN 215 2 /3DL REACTION HOLDDOWN UPPER FLOOR TRIB.LENGT Load 2151 16 Ht. 8 Mo= o_ Wall(DL) 6 Roof (DL) a 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED a WALL SEGMENTS C b C C C KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909010_(ExpB)_Plan #2119_1997 -9 Lateral analysis worksheet.xls d d d d SHEAR V WALL TYPE 64 LATE NAILING 11 INC O.C. MIN PLATE NAILING 7 INC O.C. 5/23/00 PAGE 5 a b c d 3 21 0'.' ' 0 1290.98 9036.89 0.00 0.00 240 1680 0 0 120 600 0 0 360.00 15960.00 0.00 0.00 310.33 - 329.67 #DIV /Ol #DIV /01 NA NA #DIV /0I #DIV /01 FRONT TO BACK UPPER FLOOR TRIB.LENGT Load 2151 6 Ht. 8 Mo= Wall(DL) c? Roof (DL) 2/3DL Mr• REACTION T =C HOLDDOWN REQUIRED UPPER FLOOR TRIB.LENGTH Load 215 Ht. 8 Mo= o: Wall(DL) Roof (DL) 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED UPPER FLOOR TRIB.LENGTH Load 215 Ht. 8 Mo= Wall(DL) Roof (DL) 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED UPPER FLOOR Load Ht. 215 TRIB.LENGTH 8 Mo= Wall(DL) Roof (DL) 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED a a a WALL SEGMENTS b b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909010_(ExpB)_Plan #2119_1997 -9 Lateral analysis worksheet.xls d SHEAR V WALL TYPE MIN PLATE NAILING 32 INC O.C. 13 13 14545.09 1040 2145 13801.67 57.19 NA 7 7831.97 560 400 2240.00 798.85 NA 0 0.00 0 0 0.00 # DIV /0I #DIV /01 0 0.00 0 0 0.00 #DIV /01 #DIV /Ol 140 d d MIN PLATE NAILING 12 INC O.C. 11 23 10127.72 1840 0 14106.67 - 173.00 NA 20 8806.71 1600 0 10666.67 -93.00 NA 0.00 0 0 0.00 #DIV /01 #DIV /01 0.00 0 0 0.00 #DIV /0I #DIV /Ol 55 �iPM MIN PLATE NAILING 31 INC O.C. 1 #N /A #N /A 0 0 0.00 #N /A #N /A 0 #N /A 0 0 0.00 #N /A 0 #N /A 0 0 0.00 #N /A #N /A #N /A 0 #N /A 0 0 0.00 #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 5/23/00 PAGE 6 Z ce U O to p N LU N LL LL Qr. to n LU s Z I-O Z H` W W C3 F- W W, 0 • Z U c Z RIGHT TO LEFT MAIN FLOOR Load Ht. 6 O re LL MAIN FLOOR Load Ht. MAIN FLOOR Load Ht. o: 2 MAIN FLOOR Load Ht. ug TRIB.LENGTH 106 8 Mo= Wall(DL) Floor,Roof(DL 2/3DL MI= REACTION T =C HOLDDOWN REQUIRED 367 5 2 0.00 2114.94 320 0 213.33 950.81 STHD 14 2 2114.94 320 0 213.33 950.81 STHD 14 0 0 0 0.00 #DIV /01 #DIV /01 # DIV / 0! 0 0.00 0 0 0.00 #DIV /0! TRIB.LENGTH 8 Mo= Wall(DL) Floor,Roof(DL 2 /3DL Mr- REACTION T =C HOLDDOWN REQUIRED 367 367 a a WALL SEGMENTS b c b c d d SHEAR V WALL TYPE 132 ti > LL MIMI LRP AT GARAGE WING WALLS - MEETS APA TEST LOADS MIN PLATE NAILING 13 INC O.C. 24 4 9092.05 6.5 14774.58 640 0 853.33 2059.68 STHD 14 RJ _ • 12.5 28412.66 2000 1140 13083.33 1226.35 STHD 14 RJ 1040 960 4333.33 1606.35 STHD 14 RJ _ 8 18184.10 1280 864 5717.33 1558.35 HTT22 2841§Inge 111411041 TRIB.LENGTH 8 Mo= Wall(DL) Floor,Roof(DL 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED TRIB.LENGTH 8 Mo= WaII(DL) Floor,Roof(DL 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED a a b 16 11 22466.59 0 0.00 1760 1148 10662.67 1073.08 HTT22 12 24509.01 1920 2016 15744.00 730.42 HTT22 0 0 0.00 #DIV /01 #DIV /01 0 0.00 0 0 0.00 #DIV /0! #DIV /01 255 pt?!11wlI b c c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 990901 0_(ExpB) Plan #2119 1997 -9 Lateral analysis worksheet.xls d d MIN PLATE NAILING 6 INC O.C. MIN PLATE NAILING 7 INC O.C. 8 3 7617.66 2.75 6982.86 480 1680 2160.00 1819.22 STHD 14 RJ _ 3.5 8887.28 560 1280 2146.67 1925.89 STHD 14 RJ _ 440 1005 1324.58 2057.55 STHD 14 RJ _ 0 0.00 0 0 0.00 #DIV /01 #DIV /0! 317 MIN PLATE NAILING 5 INC O.C. 5/23/00 PAGE 7 .00 ' ,N W ,. 9 w 0 , u = d ' = , z 1- 0 2 H U 0 0 tn off u i O lU 0 Z' a b c d 9 17 0 0 6097.79 11518.06 0.00 0.00 720 1360 0 0 120 600 0 0 2520.00 11106.67 0.00 0.00 397.53 24.20 #DIV /01 #DIV /01 NA NA #DIV /01 #DIV /01 FRONT TO BACK MAIN FLOOR Load 367 6 Ht. 8 Mo= Wall(DL) Floor,Roof(DL 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED MAIN FLOOR TRIB.LENGTH Load 367 Ht. 8 Mo= Wall(DL) Floor,Roof(DL w 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED MAIN FLOOR TRIB.LENGTH Load 367 Ht. 8 WaII(DL) Floor,Roof(DL 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED MAIN FLOOR Load 367 TRIB.LENGT TRIB.LENGTH Ht. 8 WaII(DL) Floor,Roof(DL 2/3DL Mr- REACTION T =C HOLDDOWN REQUIRED WALL SEGMENTS a 13 21 38167.67 3360 475 26845.00 539.17 NA 0 0.00 0 0 0.00 #DIV /0! #DIV /0! 0 0.00 0 0 0.00 #DIV /0! #DIV /01 0.00 0 0 0.00 #DIV /01 #DIV /01 227 pjf a a b b b C c c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 990901 0_(ExpB) Plan #2119_1997 -9 Lateral analysis worksheet.xls d d d SHEAR V WALL TYPE MIN PLATE NAILING 20 INC O.C. MIN PLATE NAILING 8 INC O.C. 11 30 26185.72 4800 0 48000.00 - 727.14 NA 7 6110.00 1120 0 2613.33 499.52 NA 0.00 0 0 0.00 #DIV /0! #DIV /01 0.00 0 0 0.00 #DIV /0! #DIV /01 109 P,jI I MIN PLATE NAILING 16 INC O.C. #NIA #N /A 0 0 0.00 #NIA #NIA 0 #N /A 0 0 0.00 #N /A #NIA 0 #N /A 0 0 0.00 #N /A #N /A #N /A 0 0 0.00 #N /A #N /A #N /A MIN PLATE NAILING #NIA INC O.C. 5/23/00 PAGE 8 LU J 0 0 CO 0 V) W H; • LL W 1 H Z I..! ▪ O '. Z Ht u); 0 to W W' U. U =G Oh Z " DOCUMENT TITLE(S) (or transactions contained therein) 4 ,, q t /� — it _ L a . SECOND AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS, RESTRICTIONS, EASEMENTS AND RESERVATIONS FOR FOSTERVIEW ESTATES REFERENCE NUMBER(S) OF DOCUMENTS ASSIGNED OR RELEASED: / '� N/A t�I • Additional reference #s on page of document(s) GRANTOR(S) (Last name first, then first name and initials) DUJARDIN DEVELOPMENT COMPANY, DECLARANT ■ Additional names on page of document GRANTEE(S) (Last name first, then first name and initials) CHICAGO intE trrSURANCE COMPANY has placed the document of record in a customer courtesy DUJARDIN DEVELOPMENT COMPANY and accrpts no liability for the � ��i��! r v�l�dlry of • Additional names on page of document LEGAL DESCRIPTION (abbreviated i e , lot, block, plat or section, township, range) Portions of Government Lots 2 and 3, Section 15, Township 23 North, Range 4 East, W M , Portion of Tract 67, Riverside Interurban Tracts, Vol 10 of Plats, Page 74, and Portion of Tract 19, Fostoria Garden Tracts, Vol 9 of Plats, Page 95, in King County, Washington, also known as The Plat of Fosterview Estates, recorded under King County Recording No 20000505000735, Volume 194, Pages 062 -065 • Additional legal is on page of document ASSESSOR'S PROPERTY TAX PARCEL/ACCOUNT NUMBER 45289499WX to490W usb 0340601162( See Attached ■ Assessor Tax # not yet assigned 4 trt al 0 0 N RETURN ADDRESS Brent Carson BUCK & GORDON 902 WATERFRONT PLACE 1011 WESTERN AVENUE SEATTLE, WA 98104 WASHINGTON STATE RECORDER'S Cover Sheet (RCw 65 04) Y 1wiwU1ARDZITOSTERZNDADAEN D JMO.DOC ' I I 1 11 � �� II II I I III I I I III I , i ll III I IIII 1 111 Ill � I I I 1 I I I I I III� II Il li III I I �' II II II II11 pi; a uII 1ril IIII I1r II IIII 20020314001964 �Ir 11 II ji IIII I III III J1 II III I/I I n i II II ill III Ir li I III RACE 801 OF eee pC 14 00 KI NG 4 COUNTY1 4 W l I 111 II II III 111 III II II 11 1 II II II I II III III III ll! III II I I jll ill II In ! I II II II II I I 'II ,f II jl II I rrri N LL W 0 This Second Amendment to Declaration of Protective Covenants, Restrictions, g Easements and Agreements for Fosterview Estates, a Planned Residential Development (the � a Second Amendment) is made this L 5 day of VoWs..t4 , 2002 by Dulardm • a Development Company, a Washington corporation ( "Declarant ") _ CHICAGO TITLE INSURANCE COMPANY Z has placed the document of record as a customer courtesy Z 0 and accepts no liability for w la: RECITALS AND DECLARATION the accuracy br validity of j o the dtlt=I t wht A Declarant is the developer of the real property and improvements thereon legally o _• P P Pe rix P � Y o� described in Exhibit A (the "Property"), commonly known as the Plat of Fosterview Estates The = w ..-- Property is compnsed of all the real property shown on maps recorded with the King County 1- � ; o under Recording No 20000505000735, Volume 194, Pages 062 -065 `' 0 ....".• ui.. B Declarant previously recorded that certain Declaration of Protective Covenants i ` c Restrictions, Easements and Agreements for Fosterview Estates, a Planned Residential o Development (the "Declaration ") under King County Recording No 20000505000736 The `V 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 Penod (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 1WFDUJARDIIJTOS1TR2NDAMEN D JMO.DOC SECOND AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS, RESTRICTIONS, z' EASEMENTS AND RESERVATIONS FOR FOSTERVIEW ESTATES, 6 5 A PLANNED RESIDENTIAL DEVELOPMENT c.) o co 0 2 (0 w w= J '_ and 5.1. Association Responsibilities After termination of the Development Period, the Association shall operate and maintain the Common Areas as required or advisable The responsibilities of the Association shall include, but are not limited to, the following 5 1 1 The cleaning and maintenance of the water courses on Tracts A and B; 5.12 The maintenance, repair and replacement of the fences around and across Tracts A and B, and 5 1 3 The maintenance, repair and replacement of the french drains in the Common Areas as shown on the Plat Map, and 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 lot to perform such activities as are reasonably necessary for required Wall Y 1WPlDU1ARDIN tOSTER2NDAMEN D LNG DOC 3 _ _ .._,._,..,..:'1 'Y Rncn Mttettm ray..,...wnryt fiF!:31.aPi;merw W S997M1".% l { .fl".�7Am ,Y mhR� '•'1.hv�+�?.'!r.*xr+h?w'a�»sz:: ?e'l•'.xA+ +rm °. .' Y»;rhrn+awM+rt�a rr.�- nac ..yra3`1�,.,*'r z ~ W ! D Jo U0 en J = CO U. w 0 ` = 1 w z � o ; Z LIJ 2 D U o wW .z ; i o/ z Crl M • a DECLARANT: (Punted Name) Its Ai eS, clew Y 1 WRD WARD*4wrsTERaNDAMEN DJMG DOC 4 Maintenance, provided the Responsible Owner shall fully restore to substantially its ongmal condition any area of the adjacent lot (including, without limitation, any improvements or landscaping) as is disturbed or damaged through the exercise of nghts under this easement 3. Ratification. Except as expressly amended by this Second Amendment, all of the terms, covenants, conditions and easements set forth m the Declaration as previously amended by the First Amendment shall continue in full force and effect and are hereby ratified by the Declarant CI IICAGO TITLE INSURANCE COMPANY has placed the document of record as a customer courtesy and accepts no habd►ty for the accuracy or validity of the document. STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) On this day personally appeared before me Nvvo ic to me known to be the Ct26sm0f.:►^c'f of Dulardm 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 authonzed to execute the said instrument yy GIVEN under my hand and official seal this 13 day of MI:FleGL`F , 2002 tAi% 111}r )4"Aleiet Sor? (Pnnt Name) Notary Public in and for the State of Washington, residing at Sspen t. My commission expires 3 -1 S --0 3 Y 11 VRDUJARDDAPOSTCA2NDAMEN D MO DOC EXHIBIT A LEGAL DESCRIPTION Plat of Fosterview Estates, recorded under. King County Recording No 20000505000735, Volume 194, Pages 062 -065, records of King County, Washington. 5 CH;CACO TITLE INSURANCE COMPANY has placed the document of recnJd as a customer courtesy and accepts no liability for the accuracy or validity of the document, ASSESSOR'S PROPERTY TAX ACCOUNT NUMBERS 261200 0010 - 4 261200 - 0020 - 02 261200 0030 - 00 261200 0040 - 080 261200- 0050 - 05 261200- 0060 - 03 261200- 0070 - 01 261200 - 0080 - 09 261200- 0090 - 07 261200 - 0100 - 05 261200 - 0110 - 03 261200- 0120 - 01 261200 - 0130 - 09 261200 - 0140 - 07 261200 - 0150 - 04 261200 - 0160 - 02 261200- 0170 - 00 261200- 0180 - 080 261200 - 0190 - 06 261200 - 0200 - 04 Plat of Fosterview Estates Lots 1 through 40 CHICAGO PILE INSURANCE COMPANY has pt; cnd the document of rececd as o customei courtesy and dcrepts no Iiahibty for tho accuracy or vat d,ty of the dot umerit. 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 October 5, 2000 John Kappler Kappler Architects 14311 SE 16th Street Bellevue, WA 98007 RE: CORRECTION LETTER #1 Development Permit Application Number D2000 -297 Fosterview Estates — Lot 21 13714 — 43rd Place S Dear Mr. Kappler: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Division. At this time, the Fire Department, Planning Division and Public Works Department have no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator encl City of Tukwila Department of Community Development Steve Lancaster, Director xc: File No. D2000 -297 Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431.3670 • Fax: 206 - 431 -3665 ....:: lu, a...a,.. bJ. d:.., u. is.., m;:' t. xa...,.. r°;. d; a,+,.: sn......,.:.. irir�rze�. ra.: u.,.�atn.�iusuat�J:+'J:Zpu " - isixlWtl 'rx9wuA re III U4 v Or N 0 w W J F W Ji 1- 0 Ul 0 1—s' ui W U. I O p w N TERRA ASSOCIATES Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Subject: Plan Review Fosterview Estates, Lot 21 Tukwila, Washington Project Description We reviewed the following plans: • Sheets P1.0 and P1.2, Architectural Site Plans Sheet P2.3, Architectural Plan Sheet P6.6, Site Section for Lot 21 June 15, 2000 Project No. T- 1515 -2 RECEIVtC CITY OF TUKWILA NOV 3eZOO PERMIT CENTER Reference: Fosterview Estates Summary Report, Geotechnical Issues, compiled by Terra Associates, Inc., December 16, 1998 Dear. Mr. Fowler: As requested, we reviewed architectural plans prepared for Lot 2 lof 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. CORRECjION LTR #—L_� The project plans we reviewed, prepared by Kappler Architects, P.S., indicate that a two - story, wood- framed, single- family residence will be constructed on the lot. The main floor, including the entry and garage areas, will be at Elev. 189. The main floor will be constructed above a high crawl space. To achieve the planned finish grades, it is anticipated that temporary excavations of up to six feet will be required. It is not anticipated that any significant fills will be placed on the lot. Minor fills will be required to create finish grades for the driveway and garage. After completion of foundation walls, excavations will be backfilled. P2C0D-29 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 • terra@terra- associates.com {�j "W.Ywi�NCwt u:[4.cw.LLnYL .1.nw' ■ .tCa•.).M.+ a..'/ tYd(AAU1 :c 1 .� 1 S dAfa�'tdfll �1�1'1v:�iiM�. • Mr, Bill Fowler June 15, 2000 RECEIVED CITY OF TUKWIIA NOV 3 0 2000 PERMIT CENTER 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. re 2 The site plan indicates that temporary excavations of up to six feet may be required to construct the foundation for N o the residence. It is expected that the excavation will be made through native soil consisting of sandy silt and silty w w sand. The on -site native soil contains a significant amount of fines (silt and clay size particles). This material w u. will be difficult, if not impossible, to work in wet weather. The excavated native soils should be removed from w O ` the site or used in nonstructural landscape areas away from the slopes. g We recommend that the recycled concrete previously placed on other parts of the site be used to backfill all = d 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 t— O for backfill. z 1- I ui ' I _ v I. . Z ii The foundations should be designed and constructed in accordance with the recommendations presented in the z referenced report compilation. The foundations should be designed for an allowable bearing capacity of 2,000 pounds per square foot (psf). Foundations placed in the sloping crawl space should be embedded at least 18 inches below the crawl space grade. Excavations and Earthwork Foundations The foundation excavation on this lot is expected to extend into competent native soils. These soils are moisture sensitive and subject to disturbance in wet weather. If the bearing soils become disturbed, they should be overexcavated and replaced by materials such as recycled concrete or quarry spalls. Walls supporting backfill should be designed as retaining structures and be provided with adequate subsurface drainage. The walls should be designed to support an equivalent fluid weight of 35 pounds per cubic foot (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 J Mr. Bill Fowler June 15, 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 �`.� `- '; r Engineer 414 s d C a', /is /co Anil Butail .' Principal CP /AB:dvp ,.Mr —John. err Kappler..Architects, P.S. et1 L19, 01 g RECEIVED CITY OF TUKWIIA NOV 3 0 2000 PERMIT CENTER Project No. T- 1515 -2 Page No. 3 JU oo W O: g J' U. al. = d; F- _ . Z 1- H O; W D U O ��I: W V; . LL .ol • W Z, u i I`. D2ooa -2q7 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 21 Tukwila, Washington Reference: Plan Review, Fosterview Estates, Lot 21, Terra Associates, Inc., dated June 15, 2000 Our services on the project consisted of observation and testing of the following: • Structural fill placement and compaction October 12, 2001 Project No. T- 1515 -2 Dear Mr. Fowler: As requested, we provided intermittent earthwork observation and testing services during grading and construction of foundations for Lot 21 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. • Foundation subgrades • Garage floor subgrades Based on our field observations and test results, it is our opinion that earthwork and foundation construction on Lot 21 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 excavation examination memo describing the foundation subgrade conditions noted during our site visits. : tii. s..+�ui air..l..;•tASi.S..'.mfa ii.h 4L .2L 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 • terra@terra- associates.com „ �+ei:::dw,sl.+n.: . „a4 <. -. � „ti�'t.._ � ,.�:r;6y, cv.�..:.u:.:lii`- , �• , -tyts..:� " ...•.. �; �e:: roa' sn' �: g+ 33s�.. rSatJ: riN '.i.�t:!tsli:}T.tsu�att�e� �w • V u) u' N w . w w 0 ; g u. < ;. ▪ O zF ' W w; moo, U O --i H w W: u 0 : ow Z i 0 ' Mr. Bill Fowler October 12, 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. Bernard •P ol1'illr„ ..T. Staf> Engrneec $ • y am . ;7 n Examination Report (1) appler, Kappler Architects prepared, specifically for the use of Dujardin Development for your current needs. If you have any questions or require Project No. T- 1515 -2 Page No. 2 W �v. ng cn w> CO w 0 ' a I- w Z H 0 Z p ' 0 -, 0 H w � LL f - s 0 - 01- DATE FOOTINGS EXAMINED S' - /c -0 f CONTRACTOR: ✓TA7e4c DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: NOTES: SIGNATURE 1/ &ERN NO Lc TERRA ASSOCIATES REPRESENTATIVE TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 FOOTING EXCAVATION EXAMINATION REPORT PROJECT NO. /575 Z PROJECT NAME: to! TCQV v PROJECT LOCATION: TV o.w1LLA REPRESENTATIVE: S r�7T LT1+a +�r�> f t I'r&.a c, s TA-//) M Fax • l N G /4<g4 5'p7-4y 5 e/frcl T ooO pq'•i 6irrc.41Nt` 4-r .A4) s . ANY 5 (.'1C Lcaose. ,11, i i 1tt Stiew 4 ?e Rumo vc4 P. Ft) 671 G 4 ,/".(5 / '-tt' 7o Ca:VC (LG7 PC•4c E;.-vtc -,v T Our representative has examined only the footing excavations listed above. The results of this examination are only valid for a period of 48 hours. If any change in the subgrade conditions occurs, we should be promptly notified. Any loosened soils observed in foundation areas due to construction activity or rainfall should be removed prior to concrete placement. COPY TO: • 1 - r J Q!T/stetlt.1 /fLS 'U JU 00 �o co w wo H O' - Z E w w U O O N CI w uj v — 0 1i1 = 0 I- Z FOOTING EXCAVATION FIELD CONDITIONS NOTED WA-Le Eva 7-7, /c->s Prl.e EN 77,E //-'.E Foor?'RWf/ r silt' d.G . E4-7 //D4)-S C Or , 4449 nGC.4'V� 2 TO 6 7 fRG'Ai•{ L vT ZI • pgeV'WJSt_•/ / F7c_L A-0.6 7ZPSP /[_ d ow,../ 70 A14 ire" ' 5..4W3)' 5/L T5 c)r 'c.- Wiz-`/) 7 ✓er2;:FZ'T 21)00 Ps c 84,4‘... I ts,g, c r , , 11 4-R G4 wcz - fie /_ r4 01 O /VON- Y /.z.. 4N6 . DATE FOOTINGS EXAMINED S' - /c -0 f CONTRACTOR: ✓TA7e4c DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: NOTES: SIGNATURE 1/ &ERN NO Lc TERRA ASSOCIATES REPRESENTATIVE TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 FOOTING EXCAVATION EXAMINATION REPORT PROJECT NO. /575 Z PROJECT NAME: to! TCQV v PROJECT LOCATION: TV o.w1LLA REPRESENTATIVE: S r�7T LT1+a +�r�> f t I'r&.a c, s TA-//) M Fax • l N G /4<g4 5'p7-4y 5 e/frcl T ooO pq'•i 6irrc.41Nt` 4-r .A4) s . ANY 5 (.'1C Lcaose. ,11, i i 1tt Stiew 4 ?e Rumo vc4 P. Ft) 671 G 4 ,/".(5 / '-tt' 7o Ca:VC (LG7 PC•4c E;.-vtc -,v T Our representative has examined only the footing excavations listed above. The results of this examination are only valid for a period of 48 hours. If any change in the subgrade conditions occurs, we should be promptly notified. Any loosened soils observed in foundation areas due to construction activity or rainfall should be removed prior to concrete placement. COPY TO: • 1 - r J Q!T/stetlt.1 /fLS 'U JU 00 �o co w wo H O' - Z E w w U O O N CI w uj v — 0 1i1 = 0 I- Z February 27, 2001 John Kappler Kappler Architects 14311 SE 16 Street Bellevue, WA 98007 RE: Request for Release of Phase B Building Permits Dear John, I have received your request for release of building permits in the Phase B group according to the House Development Plan adopted as part of the final plat approval for Fosterview Estates. The letters from your geotechnical engineer Terra Associates and the City's site inspections confirm • - that site 'v orl: l'cei 1. completed for areas acid 8. Base-d on this the City will release latii'dt�a: permits for lots 5 -8 in area 2 and lots 21 -23 in area 5. When the site work for area 3 is complete we will release permits for lots 9 -12. If you have questions please call me or Nora Gierloff for additional clarification. Sincerely, 1.51 C:Yckp Jim Morrow Public Works Director City of Tukwila Department of Community Development Steve Lancaster, Director cc: Nora Gierloff, Associate Planner Joanna Spencer, PW Engineer \ \TUK 1\ VOL3 \HOME\NORA \FSTRVIEW\PhaseB.doc Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 A. 0 ,• rte; W U; ' U Q, N CA 9 w o` ga IL < ; d; . -Zoic w�. ,W ui 2 U o I— = vE U. Of i Z U O z ,- BUILDING DEPARTMENT REVIEW COMMENTS Project Name: FOSTERVIEW ESTATES — LOT 21 13714 — 43` Place S Permit File No.: D2000 -297 Date: September 22, 2000 Reviewer: Dave Larson, Building Inspector (206)431 -3670 1. Sheet P2.2 missing as noted on geo -tech from Terra Associates Inc. .r.:esiiNi::c.•�..r c. M ..w d ..1■SAI W U 0= .'u 0. U)111, w O u_ �4 CO �w Z . HO ,Z H; V 0 'Q 0E- W � W Zi fa U ° 0 1— c O ACTIVITY NUMBER: D2000 -297 DATE: 9 -8 -2000 PROJECT NAME: FOSTERVIEW ESTATES LOT 21 SITE ADDRESS: 13714 43r PL 5 XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # _ After Permit. Is Issued DEPAA B ilamg Division & Wed 1 -11. Public Works CtiS AurC, 10"3• DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: :N Fti PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention 4-M n Structural Incomplete TUES /THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions REVIEWER'S INITIALS. CORRECTION DETERMINATION: Approved Approved with Conditions REVIEWER'S INITIALS: U ' �!+ P. a7NP.+ Et�reF!' fWri! 'tai;sui7FalNrtifP�9!'.'.M.vn*FA f66VA, V: 64?P. YR'WtRP&V,V6tbaurM^aw.66,66mwm. .. u, 66 66 ,rra.w6wm* *+wu,6,, 6 PlanningT9ivision 1-11-110 Permit Coordinator DUE DATE: 9-12-2000 Not Applicable No further Review Required Not Approved (attach comments) U DATE: DUE DATE: 10 -10 -2000 DAT f', eePsi- erYl 10 -°S-cf DUE DATE Not Approved (attach comments) n DATE: ACTIVITY NUMBER: D2000 -297 DATE: 11 -30 -2000 PROJECT NAME: FOSTERVIEW ESTATES LOT 21 SITE ADDRESS: 13714 43 PL S SUITE NO: Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter # 1 Revision # After Permit Is Issued DEPARTMENTS: B l mg Division p-'1 ublic Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route R Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved VitROUILDOC ui•S ':.VJ ]u;R;hiile u.+. +SNa cY:e,. P �« L:: Na PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP 11 Fire Prevention Structural Incomplete Approved with Conditions REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: n Planning Division Permit Coordinator No further Review Required 'WI DUE DATE: 12-05-2000 Not Applicable n n DUE DATE 1- 2-2000 Not Approved (attach comments) n Z 00 N 0 ' cn W =; u- W = d z I O F- U ,0 w u j H 0 O ; w co 0 H Z Date: l l 2 1 10 0 Contact Person: John Kappler Summary of Revision: 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. • Response to Incomplete Letter # ® Response to Correction Letter # 1 • Revision # after Permit is Issued Project Name: FOSTERVIEW ESTATES — LOT 21 Project Address: 13714 — 43 Place S 1 . ( e u t c v n C n D - e i 5 P T QE - (x Cc l 5tE ( D I%c?,. Gvubvin Tc evr ti epta( YEEECS P- r 'e J�'w^i Plan Check/Permit Number: D2000-297 Received at the City of Tukwila Permit Center by: El Entered in Sierra on 1 -so -oo ae3s Sheet Number(s): ( i CV c D z . e� "Cloud" or highlight all areas of revision including ( a r f te of revision RECEIVED CITY OF TUKW' n NOV 3 0 2000 L. S E T P2.' e:EU t ED - NUAAOE A) MD W PERMIT CENTER Phone Number: `1'25 -- 64-1-G 13) r- fT EET 10/05/00 r w C.) 0 W • , • u_ W 0 g -J N d H ui Z 0 Z 111 LU U 0 01 - w uj ILA Z ' N , 01- O Z City of Tukwila September 14, 2000 Steven M. Mullet, Mayor Fire Department Thomas P Keefe, Fire Chief Fire Department Review Control #D2000 -297 (510) Re: Fosterview Estates — lot 21 -13714 43 Place South Dear Sir: The attached set of building plans has been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The minimum fire flow and flow duration requirements for one- and two- family dwellings having a fire area which does not exceed 3,600 square feet (344.5 m2) shall be 1,000 gallons per minute (3785.4 L /min.). Fire flow and flow duration for dwellings having a fire area in excess of 3,600 square feet (344.5 m2) shall not be less than that specified in Table A- III -A -1. Exception: A reduction in required fire flow of 50 percent, as approved by the chief, is allowed when the building is provided with an approved automatic sprinkler system. (UFC Appendix III -A, sec. 5.1) 2. Acceptance of residential fire sprinkler systems shall include field verification of GPM and residual pressures meeting or exceeding the listing for the sprinkler type. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 C4 2' J U: U 0 CO • N W . W =; J H '. W 0 2 g J u . co = W > z � z 1; w co v O' — oi _ 0 • - U. o . U 52 F- H z Page number 2 city of Tukwila Fire Department Thomas P. Keefe, Fire Chief Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) An aisle to and working space shall be provided for each electrical panel. An aisle width not Tess than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110- 16(a), NEC 110- 16(c)) Each circuit breaker shall be legibly marked to indicate its purpose.. (NEC 110- 22) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, \ '<&), i 510 The Tukwila Fire Prevention Bureau Cc: TFD file Ncd Steven M. Mullet, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 N 0 co I J (n �; W o; W a 344' - ui z ►- o Z 1-: 2 3 CE o u) '0 H; uw W ot, i Z U — 1 1 off; z (To be completed for all new sewer connections, reconnections, or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) VW Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council but is limited by state law to $10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi- annually. AU future billings can bo prepaid at a discounted amount. Questions regarding the capacity charge on this form should be referred to King County Wastewater Treatment Division at (206) 684 -1740. (Please print or type) Owner's Name (Last, First, Middle lei I) Property Tax I.D. Number 21 1 ?QUO -- 02i Property Legal Address: Subdivision Nam eF(b_ghhFln) Fhl 36Subdiv. # Lot # / 1/ 1 Block # Building Name (it applicable) Property Street Address tai vt‘ 1-0 City, State, Zip Owner's Mailin Address s a Be-)K 5 B Add (II different from • above) `. EUEV u-r' 1rYLVL above) Owner's Phone Number (eta* ) 1 )'74% - _JD' V Resi ''Thtial Sewer Use Certifica' " ')n Property Contact Phone Number (\/1A ) 104 1 - 6 Party to be Billed (il different from owner) Party's Mailing Address (if different from above) City or Sewer District Date of Connection Side Sewer Permit # Demolition of pre - existing building? D Yes ❑ No Demolition Permit # Residential Customer Equivalent (RCE) Please check appropriate box: Ntli Single- family D Duplex (0.8 RCE per unit) 3 -Plex (0.8 RCE per unit) O 4 -Plex (0.8 RCE per unit) ❑ 5 or more (0.64 RCE per unit) No. of Units x 0.64 = O Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = For condominiums, please fill out Supplemental Form A in addition to this form. 1.0 1.6 2.4 3.2 5P 0 8 2000 PURMIT CENTER I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner /Representative (W. . L Date Cr ' L L\t— Print Name of Owner /Representative �(l�l C Q_ >ll E i- 1057 (Rae. 2100) While— King County Yellow — Local Sewer Agency Pink — Sewer Customer ;_7t�S*.Stlf 4_fA!r__ Y +dFtw"amc �x�� &en a aw .,a a K�,� " � , . 2 x emu' c•v 1 n ......�,.,. _.< ' itv t e . Ot F it a 8 tlY 3 r X41 +1 v +, }� ic a, i' it D uemi • yA 1),q, f 'i (i 1)2000- 2'17 RECEIVED CITY OF TUKWILA .a•^+r'•7P z re W u6D 00 to 0 w = J I— W0 u.Q - d . � Z W Wi U 0 O N 0 H; W w' H V ▪ ; L t3 CI) O ~ z Certificate of Water Availability PROJECT #: Fb4er V(&z.) era‘tucen(Required only if outside City of Tukwila water utility district) PART A: (To be completed by applicant) Site Address (Attach map and Legal Description showing hydrant Iocptiojt and size of main): 43 7-1 43-r.t Lo / Name: Kap pie lareAv-Fe Address: Name: OU..: C82.),(Q-10P111\12.(Ut Address: Phone: 4 354 - rA Phone: L ic?S — I -63010 This certificate is for the purposes of: far Residential Building Permit in Commercial/Industrial Building Permit 0 Preliminary Plat 0 Rezone 0 Short Subdivision In Other Estimated number of service connections and meter size(s): 5 / 3x 3 14 " Oka_ Vehicular distance from nearest hydrant to the closest point of structure ft. Area is served by (Water utility district): Wan DinVrr 1•1.o. t I Date: Owner/Agent Signature: a l/2 CL KA 1 PART B: (To be completed by water utility district) The proposed project is located within TULIC1 (City/County) The improvements required to upgrade the water system to bring it • compliance with the utilities comprehensive plan or to meet the minimum flow requirements of the project before connection: (Use separate sheet if more room is needed) Bed upon the improvements listed above, water can be provided and will be avallakle at the site with a flow of gpm at 20 psi residual for a duration of 2 hours at a velocity of id as documented by the attached calculations. I hereby certify that the above information is true and correct. Agency/Phone ( ;0(e) -21-0 cr-44 Date PART C: (To be completed by governing jurisdiction) Water Availability: 0 Acceptable service can be provided to this project 0 Acceptable service cannot be provided to this project unless the improvements in item C2 are met. 0 System isn't capable of providing service to this project. Minimum water system improvements: (At least equal to B2 above) RECEIVED (Use separate sheet if more room is needed) SEP 0 R ?Ann Agency/Phone PERMIT CENTER Date W7'RAVAIL.DOC 6/5/96 -•• • • CITY OF - :JKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431-3670 11-11a z z re w 0 0 cn u) 11.1 - J • LL uj 0 2 u_ • 3 z i-0 z 1- uj 2 0 1-- ul I 0 1- L 0 111 0 P o Part A: (To Be Completed by Applicant) Purpose of Certificate: 1 Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: 1 Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: "t) ye�o-fy Phone: 41 — , - 501 d., Property Address or Approximate Location: i l4 4' r t 1 C- Legal Description(Attach Map and Legal Description if necessary): ¶Tee -Ul E9rAte-7 1,-rt- 2.1 - 110(- \,P.* 1.2.0O - -021,o Part B: (To Be Completed by Sewer Agency) 1. Iii a. Sewer Service will be provided by side sewer connection only to an existing (0 4 size sewer feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2 (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. * 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: $ 8904'0 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 l "WORKING TOWARD A BETTER ENVIRONMENT SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY S 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 t ate of si ture. D wold z9 � 4" '.RPtedri!rd1WilE'+sienompotyme trafa Cif' Mine , ,mo!rwm.tVA.n,Vikr:?el'OPOOr3 s7.7 :i }. «t»..r..:.. 14816 Military Road South P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 H- I I 9 (Ad CITY OFTUKWILA RECEIVED ate SEP 0 8 2000 PERMIT CENTER t • r r Z I- 0 w w ' u. W 0 J `O a Z Z 0 O cn W '., 2 ~ ` ui z : co O ~` Z LICENSE DETAIL INFORMATION Form Page 1 of 1 ,'1 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 600629672 * * *VIEW PRINCIPAL OWNER(S) FOR THIS LICENSE* * * 'VIEW *VIEW CONTRACTOR BOND /SAVINGS INFORMATION * * * * * *CHECK INQUIRY FOR SUMMONS AND COMPLAINTS* * * * * * VIEW CONTRACTOR INSURANCE INFORMATION * * * New inquiry by CITY, NAME, PRINCIPAL OWNER NAME, NUMBER, UBI NUMBER or return to the L &I Construction Compliance Home Page http: / /www.lni.wa.gov /CONTRACTORS /TF2Form.asp ?License= DUJARD * 204L0 1/2/01 OWNER / DEVELOPER DEVELOPER - DUJARDIN 9623 -32ND ST. S.E EVERETT WA. 98026 425-743- 6140 CONTACT - BILL FOWLER ARCHITECT- SURVEY- STRUCTURAL - CONSULTANTS CIVIL ERIC TIETZE & ASSOC. 18530 76TH AVE W. 1 SUITE B EDMONDS WA 98026 425 -771 -6212 FAX 425 -775 -0236 CONTACT I- ERIC TIETZE KAPPLER ARCHITECTS 14311 SE 16th St IL BELLEVUE' WA, 98007 425 - 641-5320 FAX 425 -641 -5318 CONTACT - JOHN KAPPLER EL McDUFFY 3605 COLBEY AVE EVERETT WA 98021 425- 258.4438 CONTACT BUD CONDREY JAMIESON CONSULTING 901 KIRKLAND AVE STE B -1 KIRKLAND WA 98033 425 -803 -2581 FAX 425 - 803 -3289 CONTACT - DOUG JAMIESON ALI 12119 104TH AVE N.E. KIRKLAND WA 98034 425- 823 -9400 CONTACT JORGE ANGULO SHEET INDEX PLAT ARCHITECTURAL PLANS Sht 4 of 4 APPROVED PLAT DRAWING PLO MASTER HOME DEVELOPMENT PLAN PL2 PHASE B HOME DEVELOPMENT PLAN PP13 L6 MAST PLAT ER GRAD AR ING C IIITECTURAL COMPARISON (; GRADING PLAN FINAL GRADES FOR PLAT APPROVAL vs. FINAL GRADES FOR LOT BUILD OUT P23 ARCHITECTURAL SITE PLANS - LOTS 21 - 25 SITE SPECIFIC SECTIONS LOTS 21 - 24 P8.01 SITE SPECIFIC FOUNDATION DETAILS FOR LOT 21 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 -058) ARCHITECTURAL'COVERSHEET Al. CODE NOTES A2 FOUNDATION & MAIN FLOOR FRAMING PLAN MAIN FLOOR PLAN A4. UPPER FLOOR FRAMING PLAN A5. UPPER FLOOR PLAN A6. UPPER ROOF FRAMING PLAN A7. ELEVATIONS & BUILDING SECTIONS DL STANDARD DETAILS D2. STANDARD DETAILS SL LATERAL DETAILS S2. LATERAL DETAILS S3. LATERAL WALL SCHEDULE FILE copy SEPARATE PERMIT VIREO FOR: MECHANICAL h_ CAL AS FI IW3 CITY OP T+IKfvILA OLDING ON:SION By c :e 3 Perm 071 understand that the P:ar Check anprovels are sCoJect r erro„ and omissions end approval of piers piens does not tti i e the at on of ry e.dopted ..ode cr Crdinance. R t cr con- tractors copy of a .. proved plan acknoo-�iedged tic on ti to r revised RECEIVED CITT OF TUKWIIA SEP08'2000 PERMIT CENTER JOB NO., COVER Dz000 297 AREA LOT# PHASE LOT 1 5 'LOT 2 :.. A LOT 3 'LOT 4 6 LOT 5 C LOT 6 LOT 7 2 LOT 8 7 LOT 9 D LOT 10 LOT 11 LOT 12 8 LOT 13 A LOT 14 3 LOT 15 A LOT 16 9 LOT 17 C LOT 18 4 LOT 19 C 10 LOT 20 D AREA LOT # ! PHASE LOT 21 5 I LOT 22 B LOT 23 LOT 24 6 LOT 25' C LOT 26 LOT 27 LOT 28 7 LOT 29 " D LOT 30 LOT 31 LOT 32 8 LOT '33^ A LOT 34 LOT 35 LOT 36 9 LOT 37 C LOT 38 - LOT 39 10 LOT 40 D CONDITIONS 1. CONSTRUCTION OF INDIWDUAL HOMES, INCLUDING THEIR FOOTINGS FOUNDATIONS, ETC. MUST BE ACCOMPLISHED IN ACCORDANCE WITH THE APPROVED HOUSE DEVELOPMENT PLAN. 2. 774E HOUSE DEVELOPMENT PLAN OUTLINES 10 AREAS. EACH AREA iS TO BE DEVELOPED IN THE CORRESPONDING CONSTRUCTION PHASE HOUSE DEVELOPME T PLAN ARE4/PHASE KEY 3. THE CONSTRUCTION PHASES SHALL BE DEVELOPED PER THE GEO,iECHNICAL RECOMMENDATIONS OF TERRA ASSOCIATES OR ANOTHER CITY APPROVED ! GEOTECHNICAL- ENGINEERING FIRM. 4. THESE GEOTECHNICAL RECOMMENDATIONS ARE TO BE INCLUDED AS PART OF THE SUBMITTAL FOR EACH OF THE SINGLE FAMILY HOME PERMITS ON A LOT BY LOT BASIS GROUPED IN CONSTRUCTION PHASES. 5. THESE RECOMMENDATIONS ARE TO, INCLUDE SPECIFICS FOR: A. TEMPORARY EXCAVATION RECOMMENDATIONS BY 'PHASE! TO ALLOW FOR THE IMPLEMENTATION OF HOUSE FOOTINGS, FOUNDATIONS, AND SLABS B CONSTRUCTION AREA AND PHASE MITIGATION MEASURES FOR SOIL STABIUTY AND EROSION CONTROL BEFORE AND DURING HOUSE CONSTRUCTION. C. GEOTECHNICAL REQUIREMENTS NEEDED TO ALLOW THE IMPLEMENTATION OF THE NEXT HO USE 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 UMITED EXCAVATION AND REMOVAI. THE UNSUITABLE SOIL 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 TrIE LOTS WiLL HAVE THEIR SLOPE PROBLEMS CORRECTED DURING LOT DEVELOPMENT PRELIMINARY PLAT NO L93 -0014 FINAL PLAT NO L99 - 0018 6. THE APPLICANT IS TO INCLUDE, AS PART OF THEIR SINGLE FAMILY HOME PERMIT; ! THESE GEOTECHNICAL RECOMMENDATIONS AS WELL AS A LETTER FROM 7HE GEOTECHNICAL ENGINEER THAT CERTIFIES ON'A LOT BY LOT BASIS, GROUPED IN PHASES, THAT THE HOME, FOOTING AND FOUNDA11ON DESIGN ADDRESS AND FULFILLS THEIR GEOTECHNICAL RECOMMENDATIONS. ! DURING CONSTRUCTION, THE GEOTECHNICAL ENGINEER IS TO OBSERVE THE IMPLEMENTATION OF THE HOUSE DEVELOPMENT PLAN. FIELD REPORTS ARE 70 BE SUBMITTED TO THE CITY AND TO INCLUDE A. TEMPORARY EXCAVATIONS FOR CONSTRUCTION PHASES AND MITIGATION MEASURES. 8. 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'FOSTERNEW ESTATES, AS',APPROVED BY THE CITY OF TUKWILA, CONTAINS AREAS CONSISTING OF SIttH SLOPES. EACH OWNER HEREBY RELEASES THE CITY OF',7UKWILA 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'. TUKNLA, ITS OFFICERS, 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 I DISTRIBUTION FACILITIES TRANSFORMERS DUCTS, VAULTS, MANHOLES; CABINETS CONTAINERS, CCAYDD11S WIRES AND OTHER NECESSARY OR CONVENIENTiAPPURTENANCES 70 MAKE SAID UNDERGROUND AN INTEGRATED ELECTRIC SYSTEM. ALL SUCH ELECTRIC SYSTEM IS TO BE LOCATED I ACROSS OVER, UPON AND UNDER THE FOLLOWING DESCRIBED LANDS AND PREMISES SITUATED IN THE COUNTY OF KING STATE OF WASHINGTON, TO INS; j. THOSE AREAS! HEREIN WITHIN THE PLAT OF FOSIERVIEW ESTATES DESIGNATED' AS UTILITY EASEMENTS! AND /OR ACCESS AND UTILITY TOGETHER 1417N 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 CHANCING, 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 WT 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 MAINTENANCE OR OPERATION OF 174E 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 774E FACILITIES OR THE/RSOUOTY OR UNEARTH AN Y PORTION THEREOF; AND THAT NO BLASTING OR DISCHARGE OF ANY EXPLOSIVES IWLL BE PERMITTED WITHIN FIFTY (50) FEET OF SAID LINES AND APPURTENANCES THE CITY OF SEATTLE iS TO BE RESPONSIBLE, AS PROVIDED! BY LAW !FOR AND OPERATION' OF SAID, ' ( ANY DAMAGE IN THE CONSTRUCTION,' MAINTENANCE D ELECTRIC SYSTEM ACROSS OVER, UPON 'AND UNDER THE PROPERTY GRANTED IN THIS EASEMENT! OR ADJACENT !LAND ' THE RIGHTS! TITLE PRIVILEGES AND AUTHORITY HEREBY GRANTED SHALL CONTINUE AND BE I IN FORCE 'UNTIL' SUCH LIME AS THE GRANTEE, ITS N ASSIGNS ANN REMOVE AND ASS GNS SHALL PERMANENTLY 7LY RE OVE SAID POLES WIRES AND APPURTENANCES FROM SAID LANDS OR SHALL OTHERY4SE' PERMANENTLY ' ABANDON SAID ELECTRIC SYSTEM, WHICH TIME ALL SUCH RIGHTS 717LE, PRIVILEGES AND AUTHORITY HEREBY GRANTED SHALL TERMINATE. OPEN SPACE EASEMENT LINE TABLE LINE I DIRECTION I DISTANCE ELI N8959'5411 40.25' EL2 N0039'04E 10.13' EL3 N897954'W 58.26' EL4 N7341'1711 102.70' as N7341'1rW. 2.62' EL6 :.N195636'E 4.56' EL7: N8778'S4'E 51.21'. N09ti772E. 72.44' EL9 N572004E 27.23' N8323'46E 29.05' EL10 EL11 ..' N132557 22.55' EL12 : N8936'14'W 46.42'. E1I3 N140936E a14 N8876'09'W 47.06' EL15 N8876'09'W : 5.12' ale N1633'05E 3200 a17 N2120'45'E 2584 EL18 N8240'23'W 14.86' EL19 ! N724147'E 20.92' EL20 N5202'471 32.09' EL21 N520247'W 2592' N892056'W 26.97 EL23 N8920761W 24.39' EL24 N892076'W 16.55' EL25 N604136.'E 52.67' EL26 N0000 00E 9.61' G27 N8920561W.. ,. 3340' . E1.28 '57579'I4'E 45.91' EL29 N8832'39't 22.42' 0.30 N19585411 3371 N3235'12'W 3.144' N852277'W '. 49.06' N5137'35 18.82' 22.04' E131 EL32 EL .3 EL34 N08'4504E ass.... N41 22.68'. EL36 NO272'4611 21.13' EL37 ::, N6453'41'W : 60.03' ass NO232'46'' ._ N3805'34'S 2166' EL40 N6453'411W 41.66' EL41 N38 16.16' a42 N7429'41 E 26.99' EL43 NO37632'W 31.75' EL44 N343932.E 25.95' EL45 NO8'19'49 E 15.18' EL46 ' N26754211 14.93' a47 NO2'44'34E 17.08' a48 N359521E 21.05' EL49 N2542'40 't 16.28' a50 N8748'28'W 20.74' -EL51 N874828'W 10.83' EL52 N8r4828'W 2.57' N0177'43E 50.00' .N3537757, 74.34' : EL55 S533r1s 80.93' OPEN SPACE EASEMENT CURVE TABLE CURVE I RADIUS I LENGTH 1 DELTA 53111', 57.93'.. : 6229'43' 47.00' .17.23' 2079'52* 36.25' EC2 EC3 6225'18' EC4 20.00' 45 A1' 142'4151 D2000 -297 McDUFFY & ASSOCIATES, ING LAND USE CONSULTANTS ENGINEERS a SURVEYORS • PLANNERS • MANAGEMENT 3605 COBYA RNE EVERETT,, NA96NG10N'98101 (425) 258-4438 FAX (425) 258 -1616 FOSTERVIEW ESTATES A! REPLAT OR A P TI0 N F TRACT' 67, RIVERSIDE INTERURBAN TRACTS AND I OR 0 AND A PORITiON 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 !TIJKWiLA, KING COUNTY, WASHINGTON DATE 2/7/00 DWG 8r KING JOB ND. 96089 ' SNT 4 OF RECEIVED CITY Off TUIONIA SEP 0 8 2000 LOT # PHASE PLAN PORCH AREA - LOT # PHASE PLAN %TT AREA LOT -1 A 1843B X 1 2119 L LOT 21 B 1 2119 5 LOT 2 1843A X 1 LOT 22 2060 LOT 3 2119 LOT 23 1568A LOT 4 2246 LOT 24 1 1568B 6 LOT 5 B 2108 X 2 I LOT 25 C 1843A LOT 6 2246 I LOT 26 1843B LOT 7 2246 LOT 27, D 1843A 7 LOT 8 2108 X LOT 28 1843B I LOT 9 2108 LOT 29 1843B LOT 10 2246 LOT 30 1843A LOT 11 2108 LOT 31 2060 LOT 12 1568A LOT 32 2119 8 LOT 13 A 2246 3 I LOT 33 i A 2060 LOT 14 2108 LOT 34 2119 LOT 15 1 M 21013 MOD'FD (I) LOT 35 1 c' 'I 1843B 9 LOT 16 . 2108 MOD'F.D (2) LOT 36 1 1843A LOT 17 2246 LOT 37 1 1843B LOT 18 C 2060 4 LOT 38 1843A LOT 19 2119 LOT 391 1843B LOT 20 2060 LOT 40 D 1843A' 10 P - USES INs' • 1568A MENOMIIIES 1568B - 1843A 1843B 6 ■ 2060 5 2108 5 ( }2) 2246 5 2119 L 6 ,7! r r'. r,Kr r�rrr� 'r r fY, r -� (SEE SHEET C -1 FOR STREET ADDRESS OF EACH LOTS) vvvvv vvvvv vvvv vvvvvvvvvv v,vv vvvvvvvvw vvvvv vv � - N v v vvv v vvvv v v vvv v �v vv vvvvvv v vvvvvv KEY PLAN ME DEVELOPMENT PLAN CITY OF JOB NO.: ',, 9807327 HOME PLAN ,,,,>1. HS D w y PHASE vvvv vvvv vvvv MATRIX & CONDITION L ! CONSTRUCTION OF FOOTINGS, FOUNDA IN ACCORDANCE DEVELOPMENT PLAN. 2 THE HOUSE DEVELOP AREAS EACH AREA IS TO CORRESPONDING CON 3. THE CONSTRUCTION AREAS PER THE GEOTECHNICAL It OF TERRA ASSOCIATES OR ANOTH 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 THESE RECOMMENDATIONS ARE TO SPECIFICS FOR. A TEMPORARY EXCAVATION RECO AREA TO ALLOW FOR THE IN FOOTINGS, FOUNDATIONS AND FLOOR S R CONSTRUCTION AREA AND PHASE MITE FOR SOIL STABILITY AND EROSION CONTRO DURING HOME CONSTURCITON. C. GEOTECHNICAL REQUIEM/0 NEEDED TO ALLOW TAT[ONOF ADJACENT HOME DEVH.OP MNT D CONSTRUCTION DEIGN PARAMETERS ON ' LOT E FOR LOIS21 THROUGH 34, THE UNSUITABLE SHALL BE OVER EXCAVATED DURING CON FOUNDATIONS,' FOOTINGS,' AND FLOOR SLAB& THERE RILLIE LIMITED EXCAVATION ANDIFMOYAL SOIL DURING DRIVEWAY CONSTRUCTION F. FOR LOTS 35 THROUGH 40, THE SLOPE ON THE (SOUTH END) OF EACH LOT WILL BE FLA LOT DEVELOPMENT OT ACHIEVE AN JNCIJNATIO ACCEPTABLE OPTION IS 10 PROVIDE A MECHANICALLY STABILIZED IEMINNINGWALL THE END) OF THE LOTS WILL HAVE THEIR CORRECTED DURING LOT DEVELOPMENT. 6. THE APPLICANT IS TO INCLUDE, AS PART OF EIR SING1LE FAMILY RESIDENCE PERMIT, THESE G' • ' HNICJAL RECOMMENDATIONS AS WELL AS A LETTER, FROM THE EOTECHNI�AL ENGINEER THAT CERTIFIES ON A LOT BY LOT MSJL GRO I THAT THE HOME, FOOTING AND FOUNDA ADDRESSES AND FULFILLS TER GE ITICHNICIL RECO 7. DURING CONSTRUCTION, THE GEOTECHNICAL ENG THE IMPLEMENTATION OP THE HOUSE DEVELOPME REPORTS ARE TO BE SUBMItTED TO BE SUBIETTED TO THE CITY OF TO ADDRESS A TEMPORARY EXCAVATION OFCONSTRUCII MITIGATION MEASURER R VERIFICATION OF FOOTING,' FOUNDATION, AND FLOOR SLAB INSTALLATION METHODS AY PLACEMENTS ACCORDING TO GEOTECHNICAL ' u I I' i ES C. VERIFICATION OF BACK ELL AND PREPARATION PO CONSTR ON IN' ADJACENT HOME DEVELOPMENT CONST'R CTTON AREAS ACCORDING TO GEOTECHNICAL RECOMMENDATI t NS SCHEDULE, A � BY L LO THAT TTHE LS TO JIAS AC(MPLIISHED IN ACCORDANCE WITH iTEH: GEOTECHNICAL RECGMMENDATHINS LOT # LOT 1 1843B LOT 2 1843A Al LOT 3 , 2119 LOT 4 LOT 5 LOT 6 I LGT 7 j LOT 8 B LOT 9 LOT 10 I LOT 11 LOT 12 I P L USES IN / r A EA 2 1 • `. f ii LOT 26 LOT 28 LOT 35 L0T34I 2119 1568A 5 (41) LOT # PHASE' PLAN I LOT 21 LOT 22 -28- TRACT "B" DEt 6 21,TO 1, RECEIVED CITY OF TU SEP 0 8 2000 80 criy OF ItitiWILA APPROVED TITLE NOTE:, 1. FOR EROSION CONTROL EXISTING SILT FENCE (AS SHOWN ON C-2), TO REMAIN IN PLACE UNTIL PUBLIC WORKS 1 ', 1568B, APPROVES REMOVAL. I 1843A ' LOT 13 j LOT 14 LOT 15 A I LOT ,16 LOT 17 LOT 18 H I 184313, 2246 2108 2246 2246 2108 X 2108 2246 j 2108 1568A 2108 LOT 19 LOT 20 C 2108 MOD'F.D (1) 2108 MOD'F.D (2) 2246 2060 2119 2060 11, , 3 4 HOME PLAN MATRIX & SCHEDULE (SEE SHEET C-1 FOR STREET ADDRESS OF EACH LOTS) 2119 I I A I 2060 2119 1843B 1843A, I 18'0 13 I j 1843A 1843B LOT 36 LOT 37 C ' LOT 38'' LOT 40 D 1843A 10 Th KEY PLAN A SOUTHGATE PARK a, Er 'unun- POLE 15 NA77I1E VEGETA7LQN 1 euFrzx PER CIVIL FINAL GRADING PLAN SHEET CO31 pp/1" POLE 0111 OF T UKWI A I1EC2628i3171' S 137TH SIREET' NEW 5' CONC. WALK. NEW 5'. ASPN. WALK. RECEIVED CITY OFTUKWILA SEP 0 8 2000 PERMIT CEMTER SHEET ''0'R%YATt SENOR ESU ldH?NATE " A4A/NAC ES, OPEN SPACE EA.9/ENT 10 "PRNAIE DRAINAGE ESN, 1O'AM E pPAyyAC{ESi/T SOUTHGATE PARK M , CUT & FILL CALCULATIONS (IN CUBIC YARDS) - -� THESE CALCULATIONS, ARE BEING PROVIDED TO, THE CITY OF 1TUKWILLA AS PART OF THE PERMITTING REQUIREMENTS. - -I 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 I FOOTINGS, CRAWLSPACES, THE AREA UNDER THE GARAGES, BACKFILL FOR FOUNDATION, AND AROUND SITE WITHIN' PROPERTY LINES. CALCULATIONS1ARE'BASED ON THE DIFFERENCE IBETWEENI FINAL 'GRADES FOR PLAT APPROVAL VS.- FINAL GRADES FOR LOT BUILD ',OUT. 1 RDESNAN AND A/HK WV/YEA...ENT LOT TOTAL TOTAL ADJACENT TO LOT CUT FILL WITHIN R.O.W. CUT FILL 01 348 33 02 177 266 N/A N/A 03 35 37 0 04 60 114 N /A N/A 05 N /A N/A 06 N/A N/A 07 N/A N/A �.- 1 0 p 4 08 N/A N/A 09 N/A N/A LOT TOTAL TOTAL ADJACENT TO LOT WITHIN R.O.W. 10 N/A N/A CUT FILL CUT FILL 1 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/ 15 45 150 N /A N/A 30 N /A N/A 18 N/A N/A 33 38 122 66 16 45 85 N/A N/A 31 N/A N/A 17 56 36 N/A N/A 32 35 81 83 0 0 19 N/A N/A 34 35 37 20 N/A N/A 35 N/A N/A 21 N/A NSA 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 3 7 25 4p N/A N/A ET UM/ POE I fl9 3 f.A, AND PB/C Ng, YEASENENT TTL/TY POLE PRQ ERTYLTNE - TIP (RRACT4DYJ TRACT "A" FINAL GRADES FOR PLAT APPROVAL VS. FINAL GRADES FOR LOT BUILDOUT 20 40 60 80 SCALE 1:40 EE A5ID ! NEW 5' CONC.. WALK: NEW 5 ASPN- 'WALK RECEIVED CITY OFTUKWRA I . SEP 0 8 2000 PERMIT CENTER Tin E 1 JOB NO. , 98013 SHEET SITE PLAN NOTES 1 ' THE SITE PLAN SHOWS FOUNDATION AND FOOTING OUTLINES. THE FOUNDATION DETAILS NOTED ONT .. SITE PLAN SHALL TAKE PRESIDENCE OVER THOSE ON THE BASIC HOUSE PLAN OVERALL SITE TOPOGRAPHY IS SHOWN ON SHEET Pt5. ALL FOOTING DRAINS ARE PER DETAIL 9/P8.0 4. STORM DRAIN SEE CIVIL SHEET C-8. TIGHTLINE FOR HOME SHALL BE 4 NON- PERFORATED ADS N-12 PROVIDE 4% POSITIVE GRADIANT. TIE'TIGHTUNE AND FOOTING DRAIN TOGETHER AT LOWEST POINT IN FOUNDATION. PROVIDE CLEANOUT AT JUNCTION THEN CONTINUE TIGHTLINE TO STORM DRAIN 5. SANITARY SEWER - SEE CML SHEET C-12. SANITARY SEWER SHALL BE 6' SDR 35 WITH A MINIMUM OF 2% POSITIVE GRADIANT. CLEAN OUTS SHALL BE PER CITY INFRASTRUCTURE STANDARDS WATER SUPPLY FROM METER TO HOUSE IS 3 /4TYPE K COOPPER. WATER METER IS FOGTICHT #1. CONNECT WATER SUPPLY TO WATER METER SETTER SEE CIVIL SHEET C-13 DRIVEWAYS - ALL DRIVEWAYS SHALL BE 4 CONCRETE EXPOSED AGGREGATE OVER 2' OF 5/8' MINUS WASHED ROCK MAXIMUM WIDTH TO BE 20'-O: MAXIMUM SLOPE ALLOWED IS 15%. LOTS 2, 3, 4,5,6,7,8,9,31,32,33 AND 34TOHAVE RESIDENTIAL TRENCH DRAIN TIGHTLINDED TO STORM DRAIN. ALL OTHER DRIVES TO HAVE 2% SIDE SLOPE GRADIANT. a CONSTRUCTION SEQUENCING AND TEMPRARY EROSION CONTROL DURING FOUNDATION CONSTRUCTION SHALL BE PER SHEETS PIA , P11, Pt2 , P13 AND P14. 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. CUT AND FILL CALCULATED FROM SHEET P16. These 2Inr = have bFen revir oci o nest `or cont As op,, tFr ,t r.. STORM or ci;na • .diition `ter ttiic _:nd v.ili requi - � u bjc ct to (n d'ins^,cction by !ties inspector. Ey. .,..c �I o31?n� ,611 � TITLE LOT 2.1 .. 1.191 17S Scale 1' = 10' SITE SECTIONS FOR LOT 21 NOTE ALL FOOTING DEPTHS WILL BE PER ITEM #78 OF APPROVED PLAT. SITE SECTIONS FOR LOT 22 N OTE ALL FOOTING DEPTHS Scale i' = 10` WILL BE PER ITEM #7B OF APPROVED PLAT. 43RD S. 7 I MAIN FLOOS ELV. 197 RL �E9® ORIGINAL dL9DE - - -_. -i. f _ - - - - - - - REVISED ORIGINAL GRADE, M1124.0fN7. : zla fi 1 x \ - I I SJ37tb AVENUE �. D2000 -2 MAIN FLOOR ELY. IV NOTE: ALL FOOTING DEPTHS WILL BE PER ITEM #7B OF APPROVED PLAT. __." ... raFo tELY.l91' S 137th, AVENUE 1 SITE SECTIONS FOR LOT 24 Scale i` = 10' NOTE ALL FOOTING DEPTHS WILL BE PER ITEM #7B OF APPROVED PLAT. - - ..�.._ _ , _ i I JO B NO __ MJ RE -.-- '--' - - I -'- -- - I -- -' --.._. • -_. _.__ y-pIUtONILA SEP U Tattt -- .. -I -- -- - - - '- -- '-- -- -- - - - -- - -- -: ? - -- j -. -- — — — — „ 1 1 ' PERMPiCENSER Vi i '. SHEET II I - - E I 1 T (FOR FROST( 1 I d 8••• MAXI SPAN TYP. DECK CROSS SECTION 3/4"=-1-0' NOTE TWO DECKS. , NOT BE USED FOR ALL CQNDITICIB. NSTALL LOIN DECK :. OLT Iae4 GRADE REarxEs. b6 RALAIG 242 5 V)' OC (CLR DIST. BIM NOT TO EJCEED4' 5/4x 4 TK CDR DCKYs 2x8 PT. DECK JOT AT 6' OL. ATTACH LEDGER e/ .: 28715 CF U1' LAG BOLTS AT I6'.¢ TTP. TJ! FLOOR FRAMING 4 RM BOARD PER PLAN 6x10 P.T. BEAM ECC66 TO POSTS ABOVE '' AND BELOW FACIA BOARD (2' GREATER DEPTH THAN JOISTS) 3/4• LAG BOLT, ■ AT EACH L D II I KID BRACE, 6x6 P.T. HOST e/ CE66 FNSHiGRADE (4)4 BAR VERTa STUB INTO FOOTING •4 BAR WRAP• 12. MN TOP AD BOTTOM 36536510' CH.. PAD • (4) •4 BAR EACH OAT ON SOLID SUBSTRATE FOOT,Ys DEPT( PER GEDTEO(ENGHEER D200 -29 08200-19.21:11 NO FOOTING DOES CONDITION, FOOT HORIZONTALLY. III FOOTING DRAIN DETAIL OF DEN THIS ANS NTS. OUNDATION DETAIL 3 /4e=Y -O' 'Foonm s DOES NOT SLIDE N THIS HORT IRION. FOOT,. 51) ° - - -- HORQOITALLT. TOP-CF SLAB TOP J BAR SHED GRAD 3 -8' NTS. FOUNDATION `' DETAIL 3/4' =T-0' FOOTING DOES SLIDE N THIS CONDITION, FOOTING HORIZONTALLY TOP OF SLAB ..' TOP OFJ F SHED GRADE II X11 - -11111111111! • IIIII� I �I�I �IIi lI 12•. GUAR • N.TS DETAIL OUNDATION DETAIL 3/4 =i-0' GRANL.AR STRUGtURAI_ FILL, 5EE 517E SPECFIC FOR E/ATILN DETAIL FOR FOO1N I F ABRIC - MIRE( 5004 OR EOUAL TGHTLNE WASHED NS MATERIAL .. 2' -0' 1.114.1. OVER FOOTG DRAIN I 4•• RGID'PERFORATED PIPE' (4% MN. SLOPE) SQ$ (LE 4aH4R • TOP WOMEN 11111 N � I �II r• � d 2 ._ r 543'1x10' AB, TV STEEL PLATE - • • 4'-0' OD. (DM SEET DEXCEPT AS NOTED CN VERT: BAR •T6 OC, FILL HEIGHT CF WALL (0N.3 SNEEFA -D •4 vERT"J BAR eES oc (ON" 3 SEE? A-U •41 HOF2Z' BAR • T0• ac CON.3 SHEET A-U TOP DAMP PROOFING DWI SIT AU to °° T16HTLRE a • BAR 3' >TOP O F �'. �I� (DN35NFFT A-V • (5)•4 BAR OHO. (DN 3 SHEET AN SOLID SUBSTRATE +, SEE DETAIL BPS. FOR ,.. FOOT.. DI'L 2 5H 'ORAN CONSTRICT'- DIV_2 S�F A-II ( •4 HORL BARB IV (DIY 3 SHEET A -U (2)•4 BAR a TOP °33 5 /8'oxiO• AB_ Wg 2'3X3/I6• Sfi STEEL FtArmtAST$LS • 4'$• OD_ (Dly_ tFDEXCEPT AS NOTEDCN STEAIRIAL SCR x 1= I' TIN_ EMBED- (2)•4 BAR a TOP 4 VERY BAR .e [0' OC, FULL CF '.. (DM 3 BEET •4 VERY J BAR eS` oc (DIV 3 SHEET A-U DAP PROOFING C DIV T 5NT AU al TK!- ITLIP1E •4 FIORZ BAR 3'-0' • 10` (DIV. SHEET A-LT 9 C6 46AR GLTIL (DN SFEE7 4-1) SOLID $IRATE'' SEE I r 1 '9 FOR SD FOOTING DRARFLpISIRIC[ION, (DIV 2 SHEET 5/8'0•10' AB:W/ 25054346': 5.12. STED_ YE WASHERS a 4'"0 OGf 3 SHEET A -U HEEPT T. MN EMBED_ ‹ITT CF a \TCP CF FTG DAMP FROORt.0 DIV 7 SHT AL/ w� rc ^HDR2. BAR 4'- O'a9•oc (DIV 3 SEET A -U' SOLID SUBSTRATE -, SEE DETAIL 9P8ID FOR''i FOOTING DRAIN CO STRUG7TO1 (DIV. SWEET A4) 03300-12 CF POTS 5.0. PAST BEN FLACE PRIOR TOM. BACKFLL OF WALL OUNDATION DETAIL /4'=/-0* GRACE TOP OFJ BAR NOTE 50.1115T BE N PLACE PF80R TO Rte. BAO• LL CF NHL FOUNDATION DETAIL 3/4 =f-0r RAE F( GRADE TOP CFJ BAR TE i SOG:L7STEE N '.' FT.ACE FIRM TOML EACKF 1 CF MALL OFSLA&! STOP OF FTG • vERL BAR • 9 HEIGHT OF. WALL F ■ (DIV 5H 3 A -U TOP OFJ BAR SV'RLJ BARGR 60x5• I OC .vz NOTE= SOG. TLST BE IN (DM 3 S IMI A-U 'PLACE PfdORT Fl�-4 4 HORL BARB oc (DIV.3 SHEET A4) S TOP rIGHTLIFO (DIY0SHEETA -U - Z I BAC ,.L CF UUILI_ TOP CF 3/4 =f-0 130( -�t c 3 -2 3/4".1-0" • I U • FOUNDATION DETAIL CLEAR 3' 4 ' k FOUNDATION DETAIL 14= TOP OF SLAB •vissaLAR SIIRCHAME n 5/8V410' AB. W/ 0 /16 ;c STEEL PLATE WASHERS 0.C. (DI, 3 SHEET EPT AS NOTED ON SCHEDULE 7' M (7)•4 BAR 4'I HE SOLID SUES 4' CONC. SLAB OVER VAPOR OP , •D'. oc, HILL '. OF WALL, SHEET, A -14 •4 3T. J BAR e -1 6' oc (Di¥ 3 SHEET A DAIY PROOFNG ( DIV, 1 SIT AU HHORL BAR's kV oc OVERLAP(MN) (DI 3 SHEET T IGHTLNE (5)•4 BAR CGNT. , (Dw 3 SHEET A -U' DETAIL 9/1)80 FOR DRAIN CONSTRICTION CD SHEET 4-1) SOLD TRATE 4' LONG 4' ROGC OVER VAPLR��B�4�1, OR 543'0x60 2'3'X3/16' 5Q STEEL - I- •x4'-0• 49 . SHEET EXCEPT AS G".1. SNEA'ALL MN Bi �4 BAR•TOP �'j •, 4,VERT. BAR•U'oc, PILL (TM :M-1), (DN.3 SHEET A-U, 5 VERT, BAR L-R60 • S ac F (DN.3 SHEET A.-14 a DAMP FRO '(01 75NT • NCI . BAR '• 10•_oc (DN" 3 SHEET A-1) TKHTLEE I.. I HORL BAR 2'-0' • ..ac (DN 3 SHEET A -1) DETAL 1/233 FOR DRAIN COII5TRIICTIO51 SHEET A -1) (6)4- COLT" (DN-3 A-U SOLID SIBS TE. 4. CONC. SLAB O ER VAPOR -.- 4' ROCK. 5/81 9' AB. W( ERS e 4 Q S SHE PLATE E '-0' HEET A- U a 4 E 3 SET EXCEPT AS NOTED DN 51EAHI 41.1 SCTEDILE.1 MN EMBED: 04 At BAR e.TOP 4 VDU. BAR (9'-0' MN) Q'oc(DIV 3 SHEET A -U S vERL J BAR GR60 . 6 .9 (DN_3 SF�TA -U DA, PR CHIG(DN T 514T AU • HDRZ. 5A42 • 8'oc (PM 3 SHEET 01 TKd17LB$ ,•, 4 NORL EAR 3'-0 12. oc DN 3 SHEET A -U AL 91)80 FOR DRAIN CONStp1GTIGN (DIV. A -Il • (6) • SOLD SUBS 4• CANC. SLAB 4 ROCK OVER VAPOR 33 543 AB. W/ 2 - c "• SQ STEEL PLATE 14'-0' OE. (DIV 3 A-U EXCEPT AS NOTED MN f:NBED.. BAR •TOP 4 VERY" BAR• 10' oc, RILL HEIGHT (1F WALL (DIV.3 514EET A -U VERT. J BAR GR601e.5 oc (DI, 3 SHEET A-U •4 LORI. BAR a 8 oc (DN 3 SHEET A U 022302000 (0/2 1 502 AU H(DRL 3 -0 BARa. 10' oc (DN 3 SWEET A -1) BAR CONT. ROCK onm �m almmar FN 15 1♦ GRACE D TOP OF FT'G OF FTG ( FOUNDATION DETAIL 3/4"..1-0" \ (CPOF SLAB • 3/4 =1 I ��n n f ! a = INOIE " I I.I COV[ar. DO 5NOZ5LDE CODmON, FOOTNG SPAS HORZCNTAIJ_T_ TOP OF BAR / NOTE ' FOOTNG NOT SLIDE N TH65 CONDITION. SPANS HORTGOTTALL FOUNDATION DETAIL.F GRADE' 1. ELI I 1 '131 TOP CF FPJISIED GRADE TOP CF J BAR TA JI 1 -U1 p 1 I UZ' lulu I'�I - I F 4'( 0. ✓c�;la(i;, Ili L 1 Nl�ill�o 1 1 FOUNDATION DETAIL 3/4'=T-0" vEHIOLAR 51JRCHA$iE 1 l)2 CLEAR' VH4E/LAR SURCHARGE 1 V2 FOUNDATION DETAIL 03300 -De \ 3/4 ( )454,0 AB_ W- 2 ' SQ 5TEE LATS WASHERS s oTE oN 5NEAN 55082 L F HE IXGEPT AS NOTED CN SHEARUALL SCHEDULE 7 MN EMBED" I At BAR a TOP 4 WORE BAR IV OL ., I' -6' CORNER OVERLAP (DIV 3 SHEET A • VERY J BAR I6 OL ALTERNATE BENDS (DIV. 3 SHEET A-I) DAFIFPR70FMG (DIV T SHEET 0-)) SEE DETAIL 1/580 FOR FOOTING: DRAM CONSTRICTION (DIV 2 SHEET A -I/ SOLID SUBSTRATE (3J 4 BAR Galt (DI, 3 SHEET A-1/ 54540 AB W/ WASHERS 4 EXCEPT AS I TINS (2) 4 a TOP • + -. LB 10' OD, P -6' CORNER I FLAP (DIV 3 SHEET A -U • VERT. J BAR K' O.C, ALTERNATE BENDS (DIV. 3 SHEET A -U TIGN1LME 00/122302000 (DIV. 1 SHEET A -I) SEE DETAIL 1/1)80 FOR FOOTING DRAM CO5FSTOJCTION (01v. 2 54IEET 4 -1) SOLID SUBSTRATE (3)•4 BAR COLT [01 3 SLEET A -I) 4116' SQ STEEL. PLATE D. (DIV" 3 SHEET A-U ON SFEARIMLL SOEDU"E TIGHTLNE (2) •4 BAR a TOP (5) • BAR CONT. (2) AT TOE (DIV. 3 SHEET A -U (2)• eTOP •4 VERT. JBAR a 6' oc I (DI, 3 SWEET A -1) I (1 I (3) -AT' (DIV 3 SOLID SUB5 SEE DETAIL 9/PS FOOTNG DRAM (DN. 2SHEET A -I) 03300 -02 5/8'4x10' AB. W/ 2 SGL 0.C. (DI, WASHERSs4'0' OL. (DIV 3 SHEET A -I) EXCEPT AS NOTED ON SHEARUALL SCHEDULE 1' MN EMBED: •4 VER .BAR e IS OG FULL FEIGHfTIOF WALL 'I (DIV.3 SHEET A -I) •AVERT. J BAR a B'oc. III (DIV 3 SHEET A -U. '4 HIORZ BAR a 10• (DM 3 SHEET A IJ DMPPRODFNG ( DIV l 514T Al) SOLID SUBSTRATE SEE DETAIL 14.80 FOR FOOTING DRAM CONSTRUCTION (DIV 2 SHEET A -I) 03303-03 •�i 5/8'1•10' AB W/ 250 STEEL PLATE WASH ) e 4-0' OL: (DIV 3 U EXCEPT AS NOTED ON SOEDUL 1' `r 8'IBE): •4 VERY BAR e. U'. OO; FULL HEIGHT 'OFWALL (Div 3' SHEET A -I) •4 400 . BAR 8 oc (DN.3 SHEET A I) I DAMP PROOFING ( DIV 1 542 AU T.TLNE ( P.- 3 431VomptcvniA g 8 2000 x' ?FICTION 03300-04 If CL F■I IV I r�l !•'1.I Vl 12 9 - Z I }- DJ C3 3 QI' Q I v ° � vW: Q Qm lm Qm' I� m L() JOB, 140 SHEET' PP IV/ i LUMINAIRE Lag ..378 4,01,0 PERFORATED P/PE 5 " UAL /TY EASEMENT /mss / \ 013 , / 1 - ® B F 0 7 - - �` .. DRAIN OWLET AT BASE OF IV DAYL/GH7ED W� l7/� SPALL � 7 20" PUBLIC UBL/7Y/ PEDESArYAN DISOMENT WATER OLYA75E 42':173 CiB' 48CY EX 18 O%1P CB 42 ORA4Y OWLET AT BASE LI�WALL 1 DAYT/GHTID INTO QU ARRY SPALL SPLASH BLOCKS AA°.4lFRESIT 77E /NTO CATCH BASIN 72 PEI 51RM Iaty a1Jx UII 1TEA.mo4T 10'H9YA0 ORANtICFE917 10'AMIE OR NAGCE.SI/T EX I ROCKERY CONE WALK CONE OR1YE ER AID DR/ OWAYEL OR/ ORAYEL OR/YE X ROCKERY ASPH ORME GRAVEL OR /YE 12 SD, CB 47 R/Od0 PERFORATED P /PE. 20' PURL /C U77L/TY/ PEDESTRIAN EASEMENT EDGE OF RE ASPHALT B /OF /L 71M 170N SWALE SEED MIX RS7 FzRzr .T Ll'A9'7Y f CE17BI1IVA7.E7V .' 0377X1 .kS 90 M AGR:tSNS'N1P4 3T 32 C5 IFADIOwFDtTAL .4120 AYA719L9A5` d0 e90 AYJ AMY' 719S O NAME" AT 1E249D )YAMS SUCH AS BUZZ ROSH (Sri4l4SlS. AL7/714 RAW= AP ■041. 441 04 ►C 57411E ROSH MECO/ARS PA[US7780 SYLVAAV SEDGE (CAI@:A. a 742 04 ONDES AS REPLIED BY 7hE N/N AVVA.9'lE FLAWS SVEN AS CA7TAL (7WHA.. LA7KQ'0 2 RE59 CNAARY MASS (PRALARIISARl.1!' GKALF MD MAPLE LO STRFE(2777 491 SAGCARW SULL NOT Lir USED !SINEW ANY CITOOf67A44SS GE OF EX ASPHALT ALL NORK SHALL BE /N CONFOWMANOE 7117H 145 DOT (APWA) STANDARD PLANS AND SPEOYF7CAROYS FO? ROAD SI//DLE AND MUN/CYPAL COYSTROC/7ON AND , CRY OF TUKK7 RA.STO°11 ORAINALIR STANDARDS. CATCH BAANS SHALL SE , . /YPE 1 L4YLESS 07HERIP7a NOID2 TYPE // CATCH BA., SHALL B 54 -1NCYf lLA" 1 ACL TYPE // CATCH BASINS SHALL HAVE LADDERS', AND SAFETY STEPS: ORA/NAOE:P /PE SHALL BEPLY YLENC S4/007H WALL INTER /04 (N -12 BY ADS OR EOUA/2 UNLESS DIHERHISE NOTED. PLC PIPE SHALL BE AS71.1 0-3034 PLUGCEO TO EAST SOR 35. OM/P SHALL BE ALLAM44.I 1B GAUGE, UNLESS OTHERRISE NOTD C A T C H B A S I N I N L E T S . S H A L L E C V A N E , G R A T E S / 11 7H 7 H R 0 C U R B FRAME FOR YERACAL CURBS (SE /ONE CO/N7YDOC NO 2 -017, SIT C -18) OR ROLLED CURB FRAME ANO GRATE (SEE K /NG CIX/NTY DWG NO 2 -020 SIT C -180, AS APPROPRATE' CURB FRAME AND GRATE (SEE KING COUNTY ONO NO 2 -020 SHT C -182, AS APPROPRIATE MATCH LINE EDGE OF EX ASPHALT I 1 027521'025 02151 ry2YJ CB 32 Cg 33 PtASIRANAAVPale L1aNYELW/I N EX ROOKERY Ex LY/Y POLE EX CGYO: i AU TRACT ' NOT£ AS-B11/L7 /NFORA/AAON IS AS OF 9/X/99. MANHOLE LIDS AND DRAINAGE ACCESS L /DS IN P L'EMENT ARC A" AIR RIM ELEI/A77ONS MAY CHANGE Ai /HT' FINAL L 4PE ASPHALT PA IEMENT HAS BEEN APPLIED. � GRAPHIC SCALE I 4 0', 20 40 r =40' WATER OOUP - A 7ER COURSE 25 7/ REMOVE) \ 31,4 154.90 I 15280 (12 NE) .778 153.55 751.50 (12 E) 1 31C(TYPE II) 15600 150.0(12{1), 748.5 (72 EX /51150) I 32 15162 14549 (12 EW).. 33 14869 14574 (12111, 14564 (12 E) 1 , 34 15033 14531 (12 EIS). 25 743 45 CBf35 RIM I 36 17653 77574 (12 1 137 166.58 (12 N), 16631 (72 If), 166.26 (12 374 171.21 16810 (12 5) . 38 15997 15737 (12 P11,, 157.27 (72V 59 15269 149.39 (12 SW),' 14914 (12 40 75267 1 50.4 3 (O VERF L O W EL EV), 740.93 (8 NE OUT), \ \ E 14082 (35 SE, SW) ( 408 15310 14860 (12 S0: 8 NE), 741.45 (35 \ F \ \ 14135 (365W) (, \ 41 ,5772 14868 (8 °SW) \ t \ 42(721 13985 (12 E), 139.77 (8 ° 5) 13515 (8 ° 51t2 . 007 \ 43(TYP /I) 10626 103.15 (12314 10300 (1.5-5.2 102.91 (15%'0 110.,\ 441 220.64 217.55(W) \, R 9.71, 6" 2Iv) \ 10E\ ; 46 45 13 72 12 (8 (1525), 726.08 (157509 RS14157 i x B 141.37 (12,2 WATER COURSE I \ 014!.37 (71%'1 I. i W R �a -R/w - � Or00 \ ' \ 138.07 (15 77 16 i 144.52 138.77 12 5E2738.77 (12 SEA 1(TYP //) 155.74 1297 12 ° SW 12974(12 E)' 13124'(8 5W) ..1 22 121.73 I 11961. (12'"'V), 11955 (1270) 150 1 15579 (1270. 162 15259 12 75264 (127141!) 03 29 )7 0 1 .94 13859 12)1/0), 143.24 (12V, 13144 (367W) 29A(TYP //) 149.22 151.72 (36 Av 131.77 (36 SE) 30(TYP /I) , 144.61 14161 (OVERFLOW ELEVJ, 134.81 (12NWJ 13031 (8° NE OUT), 131.96 (35 SE) WET UL T f3 14006 (N ACCESS) 14263 (MIDDLE ACCESS) 144.07 (S ACCESS) 1 30A 00 > 8.97 755 2 122W, 15672 .(1275) 12 SO EDGE OF EX ASPHALT PLANNED' RESIDENTIAL :, DEVELOPMENT FOSTE ESTATES DUJARDIN DEVELOPMENT COMPANY AN ALLE GNE ... QIIER PRbE EVEARI PHONE: 334 -3018 SEAT. PHONE 743 -6140 NOTE THE FOLLOWING CBS ARE ACCESS OR ✓UNCILON STRUCTURES NOT INLETS, AND HAVE SOLID COVERS. 5 15 18A, 185 24A, 25 295, 30 40 : 40A, 42 45 CATCH BASIN DATA (ALONG a as 7.9771 PLACE Q°F.SriS Aer 70 FACT OF MAW LLHERE c/LW9S ARE"PRESVT.) RIM EZEV I1/I10RT ELEV 1 22238 , 21833 (6 2 218.'48 215.48(8 ° N,S) 3 ..'21200 21067 (87F2 21052''(87) 4 20475 20010 (8 S), 20a6 5 - 18515 .787.22 (8 5) 187.13 (127W) 18102 (1270) 16. 18869 =186.09 (12 ''.7 17477 171..73.(125/0, 17166 (12705) 17443 '' 77140(8 NW) 17463 171.72 (8 SE)' 18895 18354 (12 5) .':. 18010 175.79 (12 77569 (7250 ' 179.30 17547 (12 SE), 77533 (72NIYS0 188.38 184.'42 '(125W) 183.20 176.84 (125055E) 17785 17417 (12 NW), 17409 (1225) 17681 1 7 3.5 5 (7 2 N W) , 77336 (1 2 N E) 174.55 170.50 (8 SE) 174.97 17004 17000 FLOW ELM, , (87W, 16789(8°56:), OVER 16067(55 7 V W, S W, S E A 1 6 0.6 7(8 ' 0!! 1 17545 76545 (8 SWJ 16595 (12NWJ, .:16065 (35 55), 76054(851E 0717` 17695 17324 (1250W), 16065. (36 ° - _ 74 (1221W) 10' 1391:41E SEIDP EMT 5 "'UAV7Y EASEMENT MAW EMT 0' 1/77L/7Y E4_,EMENT 32 0#87.5 5 w7117 EASEMENT 15'PR/VATE MIER ORA/NAGEESYT 1L4zg 210A 73'A®rAIELNANAQ AADYAFRESVT SPEC /F/CA77ONS EX S 4,411/.#9-3O RE 187.7 EDGE OP EX ASPHAL ALL MOW SHALL RE IN £LAFU9 U4 11177.1 !N6' DOT (ARAM) STANDARD RUN AND SPELYt7cAll NS RJR ROAL4IRREW AAR NUAKIPAL CMISOMCDON (NY L 1 71AYMLA FO4 maws SL IE7 (.YA{6NI C'lION AAP lE VI L: VENT STANDARDS AND VAL' NA' SEMER D S7RA:T S7AADARD SH A77 MS AINWOLE3 Si14LL BE LVAIE7ER T1P17 1 NM a:0wDBC' cawx 77ff A/A.OMILV MIGHT Lim 7fE /ASS4 ...IRMA 71E caw SHALL RE 24 NOES /NLZUJAYL;''PRAAC AAV C *72 BASE SFC7XW'SHALL COVTAIN A PRLTABP/CA7E0 LONME7E 064A4V Z NOM? 676455 571P11277127 PLIS77C LAER BY M LINE 17D OR EOLLAL ALL MANYLZESSHALL HAW LAL' ]7S AAR 8AFE7YSMEPS MATH IPE'SavALL B PI ASAAI D -. Id SOR NOTE.' AS -BU /LT /NFORMA770N /S AS OFi9/30/99. MANH(.LE'L /DS IN PAI'EMENT ARE IN A7P RIM ELEVATIONS A.AY CHANGE AFTER FINAL LAYER' OF ASPHALT PALEA/ENT HAS BEEN APPLIED. 1 I 1 L +ias \• EX SAN MN /70-12 ' \\ 0. RE 10846 SP /E 10090 (8 "/N S Er /POPOPY p PII• /E 70024 (8" our Ay i \E � P' EX conic ;raiz `•� \ \ \ \ \\ ff /AEU U ' \ EL?GE OF EX. ASPHALT T.. \ - \ (4BANDONED) \\ \\ AN A7 OMIT 0 20 40 l 80 TRACT "A" 1 2 9.559 2 I EX 12.719 3 4 6.51% 4 5 1.949 5 1 6 1.739 6 7 2.617 7 11 10309 8 79 1 1035% 19 9 118-84X 9 10 5557 10 11 11.987 11 12 11496 12 13 1 8662 13 14 5292 '.' 14 15 7247 15 18 15207 16 17 5457 17 15 2.247 18 EX' 14467' 20 19 15137.. CO (LOT 32) 20 1227 MANHOLE OATH P /PE OATH MH NO /58 NO. S /OPF NH NO / R7 /NYERT 5LEV 1 y 17692 171.59 EX. SAN.MH j70 -37 E 746.7 — 7 - 371H - 7371H STJPEET /7 734.7 (7 /N) N 7338(8 "DUT) EX SAN kW /70 -32 RE 14986 8/W /714211 (B " lYJ 14745 0" /714135(8 " EJ',. EDGE OP EX. ASPHALT FOSTERVIEW ESTATES DUJARDIN ;; DEVELOPMENT COMPANY EXPIRES 3 -15-00 2 16699 159.77 759.35 3 1 %9 18141 4 8330 17304 17287 5 17909 17129 171.19 6 17/.58 16953 16953 7 17479 15595 165 72 1.. 8 ,18993 18120 9 17870 17042 '... 17013. 10 17227 16372 16342 11. 16667 15922 (1770M MH' 7) 159.22 (FROM MN. 10) 15872 (01/0 13 12 157.93 .14790 14745 . .15745 .142.95 14285 74 144 68 135.48 _ 15 136.60 131.90 (FROM MH 14) 131.77 (FROM MH.17) 13141' (OUT) 16 '753.38 14673 .135.47 135.32 18 12090 771 1109 5 11 119 114.'0„9' 7563. (FROM �4/H, 20) 17554' (FROLf MH 17514 (OUT) 11 20 20618 79758 1- CxCBF(!Vw/I,1 7 - 8 mew rK(J 7 - CRAB' 2 sags wsis PER NDAlf2S air 4 1 -Cx (Wx 7- NNIRMITAS99HY(9184' I - C CAE Nf1EE (Mix HJ ( 2 4Ez4I9 -, J 1, ' 8 ' 6N7EN¢N (iv xAMM CND/FE M W COMPETE BOOM' • A P P R O V A / A B ' L O Y . A I K W S A r A 4 7 S D N O U 77V7 3 14 £B W LBTAP DFRAUAYABAINE REAMS AND ARE MANN F CaV1491167142E THE CaViBACTAR MALL L & RIZAWA5ZE IE7PF/CATTON OF LO ATKW MOON AND f774 ITISCV1fRY or POSSEXE ADLYIKAVAL 117Z/IES AT .TRAIN SV AS 70 AH210'DANACF 0 B57L649ANCE TfO CCW7RACTAP MALL CAVTACT DIE U72/77ES IINDETANMAV LOCATTCW CE7V7ER (1-800-424-552V PRA? 70 CaleSTh .V1 a 1M oNNE;P OP H7S ,EPRES SVTAAIf SHALL M COWTACBD F A UIZJTY LOWLCT E DSTS 2 CONTRACTOR .SHALL NODFY DLS1R/CT I71/64107? A AARRINAY Cr 48 HUNS AV ADVANCE Or AU RECYi£57S FraP STAK/N4 1ESTtG cw #esprewau 3 COV1RACTO R IS FE5Pq' E FW4 CYa471PCY AT RAC Cr STAKING 4 C N1RACTCN MALL fURN5/1 SHOP DNAIVM s FA? AP340011 ANEW RECURS? BY THHE'DETA/L SPECIF/0477 M AAD FAR 'YAR/ATTOW /RL'N1 THE 5k311EE17S assay S C>;NTRACTOA' AYALL' /NSTALL EDLHRIADVT AV ACCCIWAACE N/D( LAN FAC1ZA 5 RELCISAIDVDAIAO4 ND 025 51'EGYFICATKIK$ 'AAD'LYTT Cr MA RA STAADARDS 6 CYWIRACTOP SHALL FORiVW ALL Al41ERYALS 2 ALL N47M4/4W PIPE MAU BE D CTTLE RCW a.4 5,2 PUSH-ON .8W7 O4 4ICCHAA/CAL ..QWT, Ml/EWT D (AMT' A21.4,2 EXTOWOR GVA)ID 111771 COW TAR YARAY9Y AKSTAUA1XW TO BE AV ACL'O4DAMRE MTH MANUFACTURAFT REMNLIADWATTCWS ALL F7779W5 SHALL BE CAST APOV -AHD MALL CONFORM' TO APY.LICABLE PORT/AZ' Cr ANSI STANDARD A21.14 A21. 8162 17164 AND A21.64 ION A A/WVMV PRESSI/7E RAMS OF 150 PS' AMP NEL BE I NTO AIM a ALL GATE VAL kES .TV BE MUELLER. ALL HY/WANTS TO B< maize 9. OY -' AVS AND LAE TAPS TO BE MALE BY CONTRACTOR ND /725 SLI MITER ENT. MOWS! AND CITY O 714YNEA AVSPECTOS' AR46'T sr, NORM, 49 HOURS IN AOYAN4M 16 CAST NON NFa/AN#CAL . 2WT SYEE7E CDIFI1NAS REM/ARM It TAPPING SLIMES SHVAa BE N//EZLA ? CAST airs t7(1 EADXY 4VA7ED SBZZ, A4 ROA/AC 55T N1DY STAWLESS SB7.LE FLANGE' 12 CONTRACTOR /S RESPOASSCE RR If7PD71VG ALL EMSTAD PARE TYPES AND SAES FOR COUPLINGS LO AECT CUT-NS AND L/!£ TAPS > I 3 1/2 POOT ACONNVUA/ an ! O'as? A L isli RlVAAV PPE 14 ArkEZOPER TO , PAY FOR ST AM COUNTY AND a 7 Y /NS 7° EC 1 J g V HES ; 1.1 ALL ACB77 LCWATTAW 10 BE COCOWINAIED MD/' IN47E4 DKSAPCT 025 SUA97,117DVADVE AS ALL Ea1S77AV RAF HYDRANTS. AMT .YAWS 70 BE O°ERA1XWA1 ROW 70 MAMWOVEINSVT Lim CONS7Rl.CT7ON 12 NO MARL S ARE 70 BE MADE M111CJT NR/TIDV APPROVAL BY THE ND Ef25 supsammva= ENT O4 LI S'TR.CT ENSI Eg7P AAV T E 7fl' 1UKNEA: PUIR/C NARKS DILONDP. 114 RFFE77 KT NO 025'COOD/DGNS AND STANDARD$ AND 70 DECRY Cr R.WNEA STANDARD 5PEO1f7CA?KWS PAY' ALL /A /C'N7TES AAD PETALS 19 PFOWE 3/4' 51 LAVE AND TAP CONAEC7KWS FOR EAa/ Ea7 EN 10147E/7 AIE7192 20. A/AXML/A/ ALLOWABLE OPEN TRENCH SHALL B< 80 FEET. 21. STOCK PILES STALL BE O?lf7PED MAWS ALL PERMS LE PNECPYTASxNC 22 b %9LD PRGti7ZW COMPAC77OV AND AIL 7LIPE CLW7Rlx 7F37 ,WZV/.WED AND CORES O� HEST REPORTS SUN:40771D 70 NE 17151711'7 ENOWER. ALL COVPACTIVA1 MAW PALED .411.7 7RAFFiC AREAS MALL BE Mr.4140MLAI/'. DENS/TY MOD/RED PROCTOR PER AVM D -1552 ALL aims'? AREAS 70 8e .ART 11410M141 DETWI1Y 140DFiL'D PRGC1A? 2Z ALL VAL/fay 674EHIARAN7S AAD'ISi'7. 5197H ASS TO )7fEA/E7DP SKr 70 BEANCLU M AS PART ° PRESSURE AND PURITY / Y1S NO avEpaays 24 7RA/F7C CONTROL B4'ALL BE AY ACC RDAN r #.W CITY AF 7UA7WA REOUREVENTS 2 ALL PRE AND APPl4Y1 WANCES ' 10 BE /FSTEP 1D 0177A/V 10 Farr Cr ANY CA MCT7OV PORTS UNLESS 0710R101SA APPROLfD BY DNTIYEE7F. II 2S LL'SYLWEIE 1MWJST BIOCBAG SHALL B< PROHAM AT ALL L /ID$ 1 7E1 141[ 5 Y LIP 077L97 APPIAPIWWAAY.LS NAME INBRNAL FLifl:E3' Rat/A% W3 RA/NT. &wow sima A AY ACCOPDAN{ E M77/ W 025 STANDARDS 27 fie TESTING AND D/S7NFFC172V Or THE IYATDF S7511D SHALL BE 11777 BY ND j725t 4 'W CC P $m \ rte, \ \ iI 1 - 8 x6 TEE Oh/ XPLJ 1 - 6' CAB' YAL If Roil 'EX HID AND "TALL /I EWHWDAVOW IMLK ST Ray) L7E macaw I PRvSTA1,gYI 1 - AdANOT R/WE�T A £SEiHYND/125BeTK' 12 1�6;22sBaD(AVx ' Q7►a%7E Ba7pIC EDGE OF EX ASPHALT (ABANDONED) TRACT "B" � 1 - 8' 45'B71D (klx AvJ G B OONIG � 1 -B 225'B71D(/I✓xMIT ILpi L 7EINOODAC TRACT "A'" . A 9EfBtTA[ 12 \ \\ \ \ \ \ - 1 -8 xJ 1RF(itlxFL) \ 1- C G47E, (61 x iv) ,- C 64E NIL W x AV ` , - r 6'REMICEiP (AV x iU) f - maw Anger (57.5' am) cower Roams* fry 5: 137111 EASE OF EX ASPHALT DUJARDIN DEVELOPMENT COMPANY AN ALLEGRE ENTERPRISE ...Tr PHONE 334 5018 SEATTLE PHONE 743 -6140 RECENED CRY OF TUKWILA SEP :0 8 anon( PERMIT CENTER EXPIRES 3 -15 -00 96152.0 PLANNED RESIDENTIAL DEVELOPMENT 1 1 FOSTERVIEW ESTATES r� ~ IA ICI mCI a awls I ®®n ITi M*1 1 Side Elevation PLAN # 2119 FOSTERVIEW ESTATES M. Bath ® Hall Bdrm #2I 11'0'x12'2' Bdrm #3 12'3'x11'0' Dinin Living 12'3 x12 15'6'x14 Kitchen DRAWING INDEX AL CODE "NOTES' SQUARE FOOTAGE Al FOUNDATION MAIN F F RAMNG MAIN FLOOR 964 SF Al MAIN FLOOR PLAN UPPER FLOOR 1155 SF A4. UPPER FLOOR FRAMING TOTAL 2119 SF AS. UPPER FLOOR PLAN A6. UPPER ROOF FRAMING " E A7. ELEVATIONS & " 'r BUILDING SECTIONS J A /PATIO 109 SF Dl: STANDARD DETAILS S � FOOTAGE IS MEASURED TO T1$ OUT D2. STANDARD : DETAILS SIDE FACE OF WALLS_ STAIRS ARE COUNTED ONCE M CALCULATIONS. OP. E Si LATERAL DETAILS '.. TO BELOW SPACES AND GARAGES ARE NOT MCU7DED M CALQJL.ATIONS S2. LATERAL DETAILS 28'4" S3. LATERAL B ALL S I Porch J® PERMIT CENTER g 114 /I It 4q1.1' III 64 6 0 {1 1 - 'U 4 gg gi i : g h g' og ¢' g Rg ° ,I S i g 1 1. y 1 -511& i iIIsli s I e � }��� ° ` s -1 g s"•Sg I alzff i 3� i � fff , iiiii 1 p l Pilaf S� ffiiil= gg I � 16x � `R R � i I e. i, 6 a € ° !Ili! 1 I I i 6 I4 ii I j fl � gg . g 6 11 Ili 3 fig b . & ij!: a . � 8 � 111 ��9���R�s `�p =&� � �� 141 11 4 >. 4$ $,. ! a ,p c6 IR° S i & . t.ffI € 1541; li R' i i t: i I I 2 ,11. I i 1 1 [el Iiii 1; -1(I $ < x ,14 g a R` e I I•g !II ag ;t1;11'aili:17.1 U / s = I1I I 1 Isl $ ii � i RFI I -_ I ititi,ial I I D U i i 1 4 i 'ri E 1 i,11 i WAN ^ - S C E � f ' a :1111:114:11_ EqII .e6 ;1 I4 4 S 1 $ 1 0 Ili II III 11 . . Ji. s kw isp,/;1 rti ifliqd i II 114 fl I . I . 6 b at i4s I h I I ai i 5 i '' 1!1 !:§1 1 1 1 c ,1 c of ii 1 , ^ ^ s lIi it ta i 1g - s a §1 II^ v g e I I � •• I — 4 I; Li 1 2_ I a ashi € ' ' . �^ 4 % .1, s s I S 1 a.5 I s I 11 :i q i l l: 'I t i i : 1 5 6s I IFd g A s� s s g ff LI s s '_ w i i 411 $ & Q i 111 I I Kappler Architects P = 14311SE16thST - Bellevue, Washington 98007 (425) 641 5320 * -Fax (425) 641 5318 STANDARD CODE NOTES Date By D escription N5 °R. \"��° Kt H aN, u 1, I sun\ wnsmNSta� - ��_ j THiS SHEET HAS BEEN PREPARED FOR SINGLE FAMILY HOUSING TYPE V NONRATED CONSTRUCTION. THIS DRAWING a 0 COPYRIGHTED AND IS THE EXCLUSNE PROPERTY OF THE ARCHITECT g 114 /I It 4q1.1' III 64 6 0 {1 1 - 'U 4 gg gi i : g h g' og ¢' g Rg ° ,I S i g 1 1. y 1 -511& i iIIsli s I e � }��� ° ` s -1 g s"•Sg I alzff i 3� i � fff , iiiii 1 p l Pilaf S� ffiiil= gg I � 16x � `R R � i I e. i, 6 a € ° !Ili! 1 I I i 6 I4 ii I j fl � gg . g 6 11 Ili 3 fig b . & ij!: a . � 8 � 111 ��9���R�s `�p =&� � �� 141 11 4 >. 4$ $,. ! a ,p c6 IR° S i & . t.ffI € 1541; li R' i i t: i I I 2 ,11. I i 1 1 [el Iiii 1; -1(I $ < x ,14 g a R` e I I•g !II ag ;t1;11'aili:17.1 U / s = I1I I 1 Isl $ ii � i RFI I -_ I ititi,ial I I D U i i 1 4 i 'ri E 1 i,11 i WAN ^ - S C E � f ' a :1111:114:11_ EqII .e6 ;1 I4 4 S 1 $ 1 0 Ili II III 11 . . Ji. s kw isp,/;1 rti ifliqd i II 114 fl I . I . 6 b at i4s I h I I ai i 5 i '' 1!1 !:§1 1 1 1 c ,1 c of ii 1 , ^ ^ s lIi it ta i 1g - s a §1 II^ v g e I I � •• I — 4 I; Li 1 2_ I a ashi € ' ' . �^ 4 % .1, s s I S 1 a.5 I s I 11 :i q i l l: 'I t i i : 1 5 6s I IFd g A s� s s g ff LI s s '_ w i i 411 $ & Q i 111 I I I.: CRAWL SPACE. AREA 514 SF 2. CRAWL SPACE AREA /150 =I 6',33 SF CFI VENT AREA REQUIRED I I 3: TYPICAL VENT 8 T SIZE.= ;. 14''xi15 ( EFFICIENCY) = 58 SF. FER VENT NET FREE AREA 4:VENT AREA! /.58.= '. 112 VENTS REQUIRED: 5: 12 '' SWOLN (SEE PLAN FOR LOCATION) 6 vENTS x 58 = 696 SF OF VENT AREA PROVIDED 1.': VENTS. SHALL BE COVERED WITH CORROSION RESISTANT WIRE MESH WTTH oPENINC,5 OF 1/4' MAX VENTS LOCATED IN RIM JOIST MUST BE PERMANENTLY BAr"FLED.� WSEC 502 DVAa. 4 . $ . !I DI ank L 1 1.1L JILDEL L Nr r f I I� P r Trpgl' (FP -10 SITE DETER IED ALL FLOOR JOIST ARE II -1 /8' TJI.FRO 150's AT 1E2' oc VERIFY W/ MFG LAYOUT. SEE Div. 06100 START FRAMING HERE GENERAL' FRAMING NOTES I I FOUNDATION KEYNOTES ; I ( FP -2 ) F -3 ) FP -4 FP -5 ) (FP -E ) ( FP - 1 ) ( FP -8 SEE DIV. 1 SHEET A -1 ELECTRIC SERVICE.. PROVIDE (I) 2 1/2' SCHEDULE 80 PVC CONDUIT FOR ELECTRICAL SERVICE AND (1) 5/8'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 - . - .... 15,24' CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP: SEE' Div. 010022 SHEET A -122 PRESSURE BLOCKING CF SAME SIZE AS ADJACENT JOIST. 24 MAT FOOTING 014 SOLID SUBSTRATE W/ (2) •4 SAR EACH WAY: OR IT STRIP FOOTING PER DETAIL 1/DI ( FP -15.) 30')30'X"1' MAT FOP No ON SOLD SUBSTRA I W/ (2) •4.PAN EACH WAY OR I5• STRIP FOO TING PER DETAIL I6/DI. I 36')36'X12' MAT FOOTING ON SOLID SUBSTRA W/ (2)44 BAR EACH WAY slue STEEL 12 INTO SLAB .m 12'oc FLOO SEE DIV. JOIST O-IEET A -i Axe. I BEAM LINE, SOLID, BLOCKING BETWEEN: JOIST OvER,SUPPORT. SEE DIVISION. 06100 SHEET A -I PROVIDE SOLID BLOCKING THRJ JOIST SYSTEM TO. PROVIDE' SAME. AREA OF. BEAM SUPPORT AS AP0VE BELOW SEE Div 6 ,SHEET A -I MIN. P CLEARANCE FROM CONCRETE AT END OF BEAMS EXTEND PIER MIN. I8' BELOW SURROUNDING GRADE (FP -I (FP -12) l FP-I3 ) (FP -16) (FP -IS ) (FP -19) FP -20) ) FP - FF.-22) FP -23) FP -24) 0� I. SEE COVER SHEET FOR ALL GENERAL NOTES S AND REQUIREMENTS. 2, SEE TYPICAL MATERIALS LIST ON SEC0ON SI;EET 3:: SEE COVERSHEET FOR ALL NOTES AND REQUIREMENTS CGNCER4ING MECHANICAL, PLUMBING; AND ELECTRICAL. 4 TR15S DESIGN CY MANUF TRUSS PLAN SHOWN IS FOR GENERAL LAYOUT'' ONLY SEE DIV 6100 SHEET A I TRJSS LOADING SEE DM 01000TA SHEET A-I TRESS, SPAN PER FLOOR, PLANS - TRESS, TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, 24' cc_ UNA.'. ■ S. ROOF PITCH - EXTERIOR PER ELEVATION INTERIOR :PER SECTIOh1 1. RAFTER. TAIL 2x4 VERIFY_ S. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. '.. N. A, ': HEADERS ARE 4x50 OF 2 UNA. P15OViDE el; TRIMMER STUD UP TO 4' -0'. SPAN AND (2) TRIMMER STUDS OVER 4' -0' UNO. SEE DI V. 06100 SHEET A -S CONCRETE ,STEM WALL &' WIDE: WITH MIN. FOOTING..: SEE DETAILS FOR ADDITIONAL WFORIATIGN. SEE DIV. 3 SHEET A -I CGNCKeit STEM WALL 6' WIDE WITH MIN. 12'x6' FOOTING. SEE DETAILS FOR ADDITIONAL NFORMATION SEE DIV. 3 SHEET A -I CONCRETE SLAB ON GRADE SHALL CE 4' 04105 STEEL TROWELED PIN1541 W/ 6x6 WL441/L4 LLEF ON 4' GRANULAR FILL. 'SLOPE 2' TO DOOR PROVIDE THICKENED EDGE AT DOOR SEE DIV. 3. SHEET Al - 6x6 POST ON C566 T ABOVE SLAB 014 36 x36 x8 MAT FOOTING O4 SOLID SUBSTRATE W/(4)=4 BAR EACH AT I SEE DIV 3 SHEET A I CRAWL SPACE VENT SEE CALCULATION BELOUL SEE DIV. I SHEET A I h ALL CRIPPLE WALLS ARE 2x6 OR'3x4 a I6' oc ,514.0:14 MM STUD LENGTH PER UBC SEE DIV S A -1' " 4xi0 85411 LINE. MIN, I'. CLEARANCE FROM' CONL- KtIE'. AT END. OF BEAMS SEE Div. 6 SHEET A -1 4x4 POST (SCAB POST AND BEAM WITH 2x4) 1. ON S0• FELT ON MAT FOOTING 550. PROVIDE 4x6 POST ® BEAM SPLICE 4 POSITIVE CON-' NECTION FROM POST TO FOOTING. PER DETAIL 16/DI. SEE DIV 6 SHEET A -1 6 MIL. BLACK POLYETHYLENE GROUND. COVER ON GRADE. 3' DIAMETER STEEL POST EDGE' OF CONCRETE SYMBOLS & LEGEND POINT.. LOAD FROM ABOVE PONT, LOAD FROM. ABOVE -- U1/.'_ LOADING- .'..... POINT LOAD TRANSFERING DOW POINT LOAD TRANSFERING DOWN W/ LOADING g �0 HOLD' DOILN WITH SIZE DESIGNATION vERTICAL STRAP WITH 'e " TO BE USED ON FLOOR BELOW DESIGNATION STxx 'HORIZONTAL STRAP WITH SIZE DESIGNATION INDICATES:. SEAM CALCULATION'. WITH II.NU4E)Q=D NUMBER . EXTENT OF SHEAR WALL I, TYPE OF SHEAR. WALL 1 WALL ABOVE .. WALL BELOWi� NOT UNLESS OTHERWISE NOTED, ENGINEERING AND';..' ' RECEIVED SEP 0 8 ?mill PERMIT CEIITET BASE PLN TOTAL SF OF HOME TOTAL SF OF GLAZING TOTAL %''.OF GLAZING X 13.2 % SF. IS CALCULATED USNG THE REGEARETIENTS SET FORTH IN THE WASHNGTION STATE. ENE.. CODE REFER TO ADDITIONAL.. DOCUU ENTATICN TO SUPPORT METHODOLOGY OF PERFORMANCE COMPLIANCE Pwdr. VINYL 20' -0 2S' '.. 3 1012'.1 .. 4' -21/2 3' -512' Kitchen VINYL I T -2• S • UARE FOOTAGE GARAGE 422 SF DECK I PATIO 109 SF SQUARE FOOTAGE IS MEASURED TO THE OUTSIDE FACE OF WALLS. STAIRS ARE. COUNTED ONCE N CALCULATIONS OPEN TO BELOW SPACES AND GARAGES ARE NOT INCLUDED IN CALCULATIONS.... JOB I NO.': 1 9909021 GLAZING CALCULATION 2127 SF 280.64 SF OF FAN- DIRECT VENT TO OUTSIDE.. - awnHROOMS/LAIA4RY 50 CFM MIN. - KITCHEN . 100 CR1 MIN, -WHOLE HOUSE FAN 100 CR1 MIN VT05 0 SYMBOLS AND LEGEND WHOLE NOSES EXHAUST FAN CONNECTED A 24 HOUR TIMER - 100 CF MN., VTO THERMOSTAT a 50' ABOVE FLOOR :.. 110 SMOKE DETECTOR PER UBC WITI -I BATTERY BACKUP INTERCONNECTED 24 HOUR TIMER TO WHOLE HOUSE FAN MECHANICAL, PLUMBING, AND ELECTRICAL. SYSTEM FOR UNITS: PER DM 15,16', SEE $HEET AI " A. PROVIDE 66' DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO RETURN AIR PLENUM AT FURNACE WITH MOTORIZED FLOW DAMPERS. I., B. TI-ER`1AL EXPANSION TANK AT WATER'. NEATER C. STRAP WATER HEATER TO FRAMING TOP AND BOTTOM. PROVIDE. PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. I GENERAL PLAN NOTES FLOOR PLAN KEY NOTES 1 , 1 OCCUPANCY SEPARATION: AF° _ / (I) LAYER 5/8' TYPE 'X' G1W8. 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 j.. 3 /S' MIN. SOLID CORE DOOR .51174 SELF CLOSER,'.. TO BE TIGHT FITTING. SEE DM 010025 SHEET A-I STAIR ASSEMBLY NOTES: -:PER -UBC- SECTION- 1004 A. HEADROOM MIN. 6' -8•, WIDTH MN. 3' -0'. B. TREADS I0'. MN. DEPTH, RISERS S' MAX HT_ C. HANDRAIL MIN. 34• TO MAX 38 ABOVE TREAD NOSING. HANDRAIL I I2' MN. TO 2' MAX. CROSS. SECTION.. DIMENSION AND 1 I2• MIN CLEAR FROM WALL, RETER4 RAIL ENDS D. INSTALL FIRE BLOCKING AT STRINGERS' TOP AND 8017011 AND ADJACENT WALL(S). E. COVER USABLE SPACE UNDER. STAIR W/ 5/8• TYPE. •X' GOB. (2)�LAYERSe CEILING AREAS. F. INTERMEDIATE BALUSTERS SHALL BE SPACED W/ LESS! THAN 4• BETWEEN BALUSTERS SEE DIV. 01002.. SHEET A -1. SAFETY GLAZED PER UBC, SECTION 2405 A. WINDOWS WITHIN IS OF FLOOR B. WINDOWS ' WITHIN A 24 ARC OF DOORS C. WINDOWS AT TUBS, AND SHOUTERS C. GLAZING IN DOORS E. WITHIN STAIRWELLS i. F: WITHIN 5' OF TOP OR. BOTTOM OF STAIRS SEE Div. 05500', SHEET A -1 EGRESS WINDOW PER UBC, SECTION. 3104 SEE DIY. 08600 SHEET A -I IGNITERS FOR GAS FIRED. APPLIANCES IN GARAGE TO BE IS' MIN, ABOVE TOP. OF SLAB. SEE DIV. 15 SHEET A -I COVER WALLS. ADJACENT TO TUB5 AND SHOWERS WITH NON-ABSORBENT MATERIAL TO 10' ABOVE. DRAIN INLETS. SEE DIV. 09250 SHEET A -I FRAMING. (2) LAYERS OF FLOOR SHEATHING OVER S MAX RISER WITH I0' MIN. RUN IF MORE THAN (3) RISERS, HANDRAIL REQUIRED PER UBC, SECTION 1006 SHEET A -1 IS x24 CRAWL SPACE ACCESS.: INSULATE. AND WEATHER STRIP. SEE DIV 010022. SHEET A -I 22 - x30' ATTIC SPACE ACCESS W/ HEAD CLEARANCE. INSULATE AND WEATHER STRIP 5. Div. 01002.1 SHEET A -1 FLOOR MATERIAL BREAK LINE WALL LINE ABOVE MAI I LINE BELOW FIREPLACE ASSEMBLY NOTES: A. DIRECT VENT FIREPLACES, INSTALL PER MFG:, SPECIFICATIONS, SHALL CONFORM TO UBC REQUIREMENTS. SEE Div 010028 SHEET A -I I B ZERO CLEARANCE. FIREPLACES SHALL CONFORM TO USG REQUIREMENTS SEE Div. 010028 SHEET A -I.. C. HEARTH SHALL CONFORM TOIUBC REQUIREMENT. SEE DIV.. 010025 AN 9 SHEET A -I D. 5/8• TYPE 'X': GUS 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 5052 A AT STAIRS SLOPES AT 35' 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 �1 2x5 STUDS W / -IN INSULATION P -3 ) P -6 ) -I) ( P - P -I0 ( P - ii ( P -12 ( P - 13 ( P - 14 P -I5 ( P - IS) ( P -19) ( P -20 ) ( P -21 ( P -22 ) P -23 ) ( P -24) I I. SEE COVER SHEET FOR ALL 'GENERAL' NOTES AND, REQUIREMENTS:' 2 ENERGY AND AIR QUALITY INFORMATION SEE DI, 11 SHEET A -I. 3.'. SEE BUILDING ELEVATION FOR WINDOW OPERATION SEE DIV S SHEET A -1 4. SEE TYPICAL MATERIALS LI ON SECTION SHEET - 5: SEE COVER SHEET. FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL PLUMBING, AND ELECTRICAL Mc; RECEIVED errs OFTUKWiLA SEP 0 8 2000 PERMIT CENTER L l4 13/4'_11 Tf8'PSL Scala V4'.N -0' ALL FLOOR JOIST 'ARE: 11 -1/8' TJI PRO 150`s AT 192' oc VERIFY. W/ MFG LAYOUT. SEE DIV. 06100 START FRAMING HERE BACK FRAMING AND SOFFIT AREA AS '..... REQUIRED TO ALLOW FOR HVAC DUCTING SEE DIV.IS SHEET A -1 RAKED PONY WALL ON TOP OF. LOSER ROOF FRAMING I'1EMBERS SUPPORTING UPPER ROOF FRAMING I ALIGN EDGE OF JOIST WITH FACE OF WALL ALIGN INSIDE FACE OF BEAM WITH: OUTSIDE FACE OF WALL. UPSET - BOTTOM OF BEAM EVEN 1.11/ BOTTOM OF JOIST AND TOP OF BEAM EXTENDS UP ABOVE'. I JOISTS 1 I TOP OF BEAM IS FLUSH WITH BOTTOM CF JOIST WITH NO TOP PLATE OJT 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 ( F - 10 ) .PRESSURE B l ) SEE DIV. 0610 SHEET A -I (.. F -II j FLUSH - BOTTOM OF BEAM EVEN W/ SOTTCM l 1 JOISTS Top OF BEAM FLUSH W/ TOP OF JOIST AND SEAM EXTENDS DOSN. WELDS JOISTS TOP OF BEAM 5' BELOW TOP OF JOIST TO ALLOW FOR HVAC OVER BEAM AND BEAM BUMPS DOILN BELOW. JOISTS 2X6 OVERFRAMING a 24 OC 2X6 CEILING. JOISTS s 24' OC SYMBOLS & , LEGEND a POINT LOAD FROM ABOVE PONT LOAD FROM ABOVE W/ LOADING S POINT LOAD TRANSFERING DOSN 0:74 FONT LOAD.TRANSFERING DOSN L'J/ LOADI HOLD 0004 WITH SIZE DESIGNATION °�1 � . � . �,p VERTICAL STRAP WITH SIZE DESIGNATION TO �BE. USED. ON FLOOR BELOW I '.I HORIZONTAL. STRAP WITH SIZE DESIGNATION BEAM CALCULATION WITH I, INDEXED NUMBER EXTENT OF SHEAR WALL TYPE OF SHEAR WALL WALL ABOVE WALL BELOW NOTE: UNLESS OTFIERWISE NOTED, ENGINEERING AND CALCULATIONS. ARE NOT PROVIDED IN THESE DRAWINGS SHEET RECEIVED CITY OFTUKWILq SEP 0 8 2000 PERMRCENTER' I GENERAL FRAMING NOTES I 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 CONCERTING MECHANICAL, PLUMBING, 'AND ELECTRICAL 4. TRUSS DESIGN SY MANUF TRUSS PLAN SNOWS 15', FOR GENERAL LAYOUT ONLY SEE ,DIV 6100 SI -EET. A -I - TRUSS LOADING SEE DIY 0 SHEET A -t - TRUSS SPAN PER FLOOR PLANS ' -. TRUSS TYPE PER ROOF. FRAMING'. PLAN 5' ROOF FRAMING SPACING,'24' oc UNO: 6. ROOF PITCH - EXTERIOR PER ELEVATION INTERIOR PER SECTION-' ,1. RAFTER TAIL 2z4. VERIFY. ROOF TAIL AND RAKE OVERHANG PER ROOF S. ALL HFADERSARE 4x10 DF WED PFD^. _, E /V TRIMMER STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS. OVER 4' -0' MO. SEE DIV. 06100 SHEET A -I IT-01/2' 11' -3 V2' 8' V4' V4' 4 -2`12' 5' -9I2' ,... 5' -5 M W4LL LINE SELOW FAN- DIRECT VENT TO OUTSIDE - BATHROOMS/LAUNDRY 50'CR1 MIN. - KITCHEN I00 CFM MIN. I j -WHOLE HOUSE FAN 100 CF1 MN. VT05 WHOLE HOUSE EXHAUST FAN CONNECTED.' A' 24 HOUR TIMER - 100 p.m MN. VTO THERMOSTAT s 50'! ABOVE FLOOR 110v. SMOKE DETECTOR PER (IBC WITH BA/ Io BACKUP INTERCONNECTED 24 HOUR TIMER TO WHOLE HOUSE FAN 2'- 11 12' 2 .' I' Bdrm #2 P=5 MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR UNITS: PER DIV, 1516 SEE 'SHEET AI I 1 1 I A PROVIDE S DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO RETURN AIR PLENUM AT FURNACE WITH :MOTORIZED FLOW DAMPERS B. PROVIDE THERMAL EXPANSION TANK .4T WATER HEATER C. STRAP WATER HEATER TO FRAMING GENERAL PLAN NOTES L SEE COVER SHEET FOR ALL GHNERAL. NOTES AND REQUIREMENTS 2. ENERGY AND AIR QUAILITY INFORMATION WEE DIV TI SHEET A -I SEE BUILDING ELEVATfat FOR WINDOW OPERATION SEE DIV B SHEET A-[ ... 4. SEE TYPICAL- MATERIALS LIST EN SECTION SHEET 5. SEE COVER SHEET FOR ALL NOTES AND REQUIREMENTS CONCERNNG MECHANfCAL, PLUMBING, AND ELECTRICAL I FLOOR PLAN KEY NOTES I SHEET I, ( P - ( P ) ( P - 6 P -'I ( P -8 ) ( P -S ( P -10 t P -I2 ) ( P - I3 P-14 ) WALL LINE BELOW P-IS) ( P - 19) ( P21 ( P-22) ) ( P -24 OCCUPANCY SEPARATION: I APPLY (I) LAYER 5/8' T"PE '2<' GELB TO. ALL WALLS AND CEILINGS OF GARAGE SIDE FROM FOUNDATION TO. SHEATHING. WRAP POST AND SEAMS. APPLY (2) LAYERS TO TRUSSES AND TA FLOOR JOIST. SEE DIV 01002.5 SHEET 1 3/8' MIN- SOLID CORE. DOOR WITH SELF CLOSER TO BE TIGHT FITTING SEEDIV 08025 SHEET A-I STAIR ASSEMBLY NOTES PER UBC SECTION 1003 A. HEADROOM MIN, 6' -8', WIDTH MN. 8. TREADS 10' MIN. DEPTH, RISERS 8' MAX HT C. HANDRAIL MIN. 34' TO MAX 38' ABOVE TREAD NOSING. HANDRAIL I I/2' MIN: TO 2' MAX CROSS SECTION DIMENSION! AND 1 12' MIN: CLEAR FROM WALL, RETURN RAIL ENDS D. INSTALL FIRE BLOCKING AT STRINGERS TOP ADJACENT.WALL(5T i. E. COVER USABLE SPACE UNDER STAIR . W/5 /S' TYPE ,'X'' 01120. (2) LAYERS ®:, CEILING F. INTERMEDIATE BALUSTERS SHALL'. BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS. SEE'. DIV. 010026 SHEET A -L SAFETY GLAZING PER UBC, SECTION 2406 A WINDOWS WITHIN. IV CF FLOOR I I B. WINDOWS WITHIN A 24' ARC OF DOORS C. WINDOWS AT. TUBS, AND SHOIUERS D. GLAZING IN 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 SWEET A -I IGNITERS FOR GAS FIRED APPLIANCES IN GARAGE :TO BE 18' MIN; ABOVE TOP OF SLAB SEE DIV 15 SHEET A -I COVER WALLS ADJACENT TO TUBS AND SHOWERS WITH NON- ABSORBENT MATERIAL TO 10' ABOVE'. DRAIN INLETS. . SEE DIV. 09250 SHEET A-1 C2.1 (2) LAYERS OF FLOOR SHEATHING OVER 8- . MAX :RISER 'WITH 10' MIN. 054 F MORE THAN (3) RISERS. HANDRAIL REQUIRED PER SEC, SECTION 1006.. SHEET A -1 18 x24. CRAWL SPACE ACCESS :NSULATE. AND ...., WEATHER STRIP. SEE DIV. 010022. SHEET A -I 22 x30' ATTIC SPACE ACCESS Ulf 30' HEAD CLEARANCE. INSULATE AND. WEATHER. STRIP_ SEE DIV. 01002.1 SHEET A -I FLOOR MATERIAL BREAK LINE WALL LINE ABOVE FIREPLACE ASSEMBLY NOTES ' I' A. DIRECT VENT FIREPLACES,: INSTALL MFG_ SFECIFICATIOHS SHALL CONFORM TO USG REQUIREMENTS. SEE DIV 010028 SHEET .'A -1 B ZERO CLEARANCE PREPLACES SHALL CONFORM TO UBC REQUIREMENTS. SEE DI, 010028 SHEET A -I C HEARTH SHALL CONFORM TO UBC REQUINttrItNT SEE DIV. 010028 AND 9 SHEET A-1 D. 5/8': TYPE 'X' GWB ON HOUSE SIDE'. OF CHASE CLOSURE TO ROOF.. SHEATHING. SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS 3' DIAMETER STEEL POST 36' GUARDRAIL PER UBC 5092 A AT STAIRS SLOPES AT 36' ABOVE STAIR NOSINGS 'B' VENT FOR MECHANICAL. I' CLEARANCE ALL SIDES PER UBC :. SEE DIV. I5 SHEET A -I PLANT SHELF UPPER AND LOWER LINEN..CABINETS SOFFIT AREA INTEGRATED MAKE UP AIR 2x6 STUDS W/ R -19 INSULATION MIN. JOE NQ I' RASE PIN S -05° 99090.21 RECEIVED CITY OFTUKWI A SEP 0 8 2000 PERMIT cBN n _.' ROOF VENT CALCULATION BASED ON 8 2-1/2' HOLES PER VENT BLOCK ROOF, VENT CALLS BASED ON UBC SECTION 15053 TOTAL ROOF AREA 1155 1 SP/31% =385 SF OF VENT. AREA REQ 50 :' % AT EAVE ^: = 190 ' i SF REQUIRED : 50 % = 36• (MIN) ABOVE EAVE 190. 5F REQUIRED ROOF JACKS AT 50 SGL IN EACH =Z O : Q. IN.= 174 "'. 5F... 78 L.F. OF I ,EAVE VENTS AT 5.2 5Q IN/LF=405.6 5Q IN. =282 SF: GABLE END VENTS AT 9____%0____L = Q. S& NO _ GABLE END VENTS AT x - 1 '. SQ. IN_ =O 5F 2 GABLE END VENTS AT 18 DIA.1 =24 ' 5Q 51,33 SP. TOTAL VENTS PROVIDED ROOF JACKS : : = 174 S EAVE VENTS = 282 SF GABLE END VENTS = ,33 ,. SF TOTAL SF OF VENTS PROVIDED = 489 SF •AREA MAY BE 1/300 IF A VAPOR RETARDER 5 INSTALLED ON THE WARM SIDE OF THE ATTIC INSULATION.,UBC 150532 • EFFECTIVE VENT AREA BASED ON A 30% REDUCTION DUE TO 1/4• MESH START FRAMING HERE 081 .151E EELGW RANGER FONT LOAD TRANSFERED BY KICKER r<! HOLD DOWN WITH SIZE DESIGNATION 5 /. VERTICAL STRAP WITH SEE DESIGNATION TO BE USED ON FLOOR BELOW $TO - - -- HORIZONTAL STRAP WITH 512E DESIGNATION INDICATES BEAM CALCULATION WITH MDENED NUMBER, - .. EXTENT OF SHEAR WALL TYPE OF SHEAR WALL WALL ABOVE 17=geeZ WALL BELOW NOTE:. UNLESS OTHERWISE :NOTED. ENGINEERING AND CALCULATIONS ARE NOT PROVIDED 54 THESE DRAWINGS' D2000 -297 I GENERAL FRAMING NOTES I I FRAMING PLAN KEYNOTES' I ( F -3 ) (. F -4 ) ( F - 1 ) ( F r F -12 ) (, F - 14 ; ) L SEE COVER SHEET FOR ALL' GENERAL NOTES AND REQUIREMENTS. ' 2. SEE TYPICAL MATERIALS LIST ON SECTIAEA SHEET S. SEE COVERSHEET FOR ALL NOTES AND CONCERNING MECHANICAL, PLUMBING, AND, ELECTRICAL 4. TRUSS DESIGN BY MANIIF TRUSS PLAN SHOWN IS FOR GENERAL:LAYOUT ONLY SEE DI, 6100 SHEET A -I. TRUSS LOADING SEE DI, 01000 SHEET ,'. - TRUSS SPAN PER FLOOR FLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING,' 24• ot. UtEO_ 6. ROOF 'PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. T. RAFTER TAIL 2x4. VERIF, 6. ROOF TAIL AND RAKE OVERHAND PER ROOF PLAN ALL HEADERS ARE 4x10 DF 2 WHO PITOVIDE (I) TRIMMER STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OVER.. 4' -0' 11110_ SEE DIV. 06100 SHEET A -I BACK AND SOFFIT AREA AS REQUIRED TO ALLOW FOR HVAC DUCTING_ SEE DIVE 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 CF WALL UPSET - BOTTOM OF BEAM EVEN W/ BO T' OPT OF JOIST AND TOP CF BEAM EXTENDS Up ABOVE TOP OF BEAM 15 FLUSH WITH BOTTOM OF JOIST WITH NO TOP PLATE CUT ADJACENT FRAMING MEMBERS INTO BEAM. FOR ADEQUATE SUPPORT ATTIC SPACE VENT SEE CALCULATION SEE DIV 01002 SHEET A -I FLOOR JOIST - SEE SCHEDULE DWG. SEE DIV. 00.100 SHEET A -1.. SEE ELEVATIONS AND SECTIONS FOR PLATE''. HEIGHT PRESSURE BLOCKING SEE Div. 06100 SHEET A -I FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS TOP OF BEAM FLUSH WI TOP OF JOIST : AND BEAM EXTENDS DOWN BELOW JOISTS TOP OF BEAM 5' BELOW TOP O JOIST TO ALLOW FOR HVAC OVER BEAM AND BEAM BUMPS DOWN BELOW JOISTS 2X6.OVERFRAMING.® 24 CC 2x6 CEILING JOISTS s 24 SYMBOLS & LEGEND ,.FONT LOAD FROM ABOVE', PONT LOAD FROM ABOVE W/ LOADING B POINT LOAD TRANSFERING DOWN POINT LOAD TRANSFERING DOU.N W/ LOADING C JOB NO.: 1, ...9909021: BASE ,PIN, B2000' 7058_ I 9909021 A�J BASE PLNA000'Q58 I SHEET I I JOB - NQ: 9909021 Kappler Architects P. S. 14311 SE 16th ST Bellevue, Washington _98007 * (425) 641 5320 Fax (425) 641 5318 T T N D VAR DIN Date SY Desodptkm r01Ma,m0 WIT aer 9UY9 REySTLRED i V. iiii PLAN # 2111 FOSTERVI-EW ESTATES THIS DRAWING IS _O0 COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT _ . ="--- - , +ri �nrr .a s ! �, w����N�tu Ill \99090 \9909021 02 -24 -2000 •1:33.45 Sheet: Et_ Workstation; PauiM 1 16' TOP, OF SLAB TOP CF FTG J 3/8 =t-0' FINISH GRADE I TOP OF DOWEL B FOUNDATIO D TAIL 3/•=1'-O• 03300. 00000 -24 NOT€! BASEMENT SLAB MIST BEN PLACE PRIOR TO FULL BACKFILLING OF WALL. NO INSULATION - BETWEEN BASEMENT SLAB AND STEM WALL. TOP OF SLAB --E2-7:--1 11. t.l STOP OF J -4412 N OP OF SLAB � W \TOP OF FT'G r _11' MI APA LATERAL RESTRAINT PANEL E 11 1III l : a N' • • , 2x 14 1/2' CLEAR I12' CLEAR II 312 ' S 1 -0 'r FOUNDATION DETAIL 3/4=1 -0 GARAGE DOOR MDR (SEE FAY PLAN FOR SIZE) NAIL SHEATH.': TO HDR UV 8tl NAILS a 3' OC. •', SUR WALL' LOC. .0 O4 SHR WALL SCIED. 2 2x4 STUDS -NAIL SHEATH.. W 8d NAILS• 3' OL, TO EACH STUD .0. Q4 SIR WALL SLHm NAIL •d NAILS • 3 0.c. • ALL, FLTS, IURS_ a STUDS UNA ON SHR WALL SLMED 2 2x4 AT ANT SHEATHING �RNT 1. OSB. SHEATHING (MIN./ ST1D14 STRAP TIE ANCHOR (NAIL TO BOARD FORM BEND UP AFTER CONCRETE C+ScSJ 115E 38-16600 VS NAILS EACH 2 -2X4 PLATES, NAIL B.G. TO EA PLATE 12/ SO DAB UV MINT 13 IMO. ON SIR, CONTINUOUS FOOTING :. 5B'1x10' AB. UV 2'47(3/16 STEEL PLATE uBABE% • 4'-0 O. (DM 3 SHEET A -U EXCEF. �lml AS HOTTED GNNEARWALL SCiBJLLE T MN EMBED. 0)•4 BAR TOP 6EIGHT VERLBAR IT oc, RILL SLM (DM 35LEET A - f 4 VERT J- BAR +6' oc (DM 3 SHEET A -D DAP PRocmia ( DIN 4 HOP. EAR• V, ac r OVERLAP MN/ (DN.3 SHEET A -U 4• PERT FTYz ORAN WELTER IN 24• GRAVEL BED (DIV.2 SHEET A -I) (4) •4 BAR CONT. (DIV 3 SHEET A -U SOLD SUBSTRATE CONC. SLAB 01324' ROCK OVER2 BAIRRIOR O - BYxb' 4B. UV 270'X3/16' SLN . ( PLATE SHEET A-U • cEFT AS NOTED ON A OL. (DM 3'SHEET R . _4�! WHEDILE T MN EMBED, 0-)4 BAR •TOP rro00. 08700 42 3/4 =1-0' 4 IVERL BAR a D' oc, FULL IEPHT OF MALL (Div.3 SEEP 4-11 5 VERT J BAR 5 oc MI, 3 SHEET A -U •4 HORL BAR • I& cc (DM3 SEET A. b • •4_ • 2'cc1.., -6• 1 (Div_ 3 SHEET DAMP PROOFING (DM I SHT AJ CLEAR (S) 4 BAR CONT. (DIV. 3 SHEET A -I2 SOLID SUBSTRATE.. 4 CONC. SLAB OVER 4• ROCK' OVER VAPOR BARAOR I-Ia1N 1033 €IINN 111111E-Ill i 1 L 1111= mnl- - mnr - Im��ILOIeI€I -( NN _R11N1_-- RIE1111 € IIIC= Him =unn= NIIII- IINIIl11 mos. =1111 - Imo =l -11118 ADD BARS TO MATCH REINFORCING PER PLANS I LINE OF EXCAVATION 03300-00000 -23 ODSTEPPED FOUNDATION DETAIL AU w WA IN 11 1111= - Slliil III .._...., .,._._...,e - FEU -I 1= _4_ 11. CRIPPLE WALL 0 FOUNDATION (\FOUNDATION DETAIL PER PLAN 1 \TATi7ATi 1 L v kTALTATQiTATATII Obi' C.30300 I I El k TIP. EXTERIOR WALL CONSTRICTION PER PLAN (DIV 6 SHEET A -I/ LOCATE SIEATHNG JONI • COtt'IOH t£1"BER I Rt1BOARD LOCATE 51EATHPG Jaw e COMMON MEMBER CRIPPLE WALL PER ( PLAN SEE FOIM)ATION DETAIL(5) TMP. [DIN. FL b SHEET A -U OOR FRAMING PER PLAN TTP. EXTERIOR MALL CONSTRUCTION 1 ' PER KAN (DI, 6 SHEET A -U RH BOARD CRIPPLE WALL, FER PLAN. WITH A MN ^... STUD LENGTH CF H' PER UBC SEC 2320.15 (Div.6 BEET A -U SEE FOJNDA N DETAIL./ CRIPPLE WALL 0 FOUNDATION O FOUNDATION DETAIL 3 /4•=f -O' 00100-03300-07_111 1U 3/4=P - I CANTILEVER FRMFG AT FOUNDATION 3/4W 00100. 03300- 02_TJI TTP. FLOOR FRAMING PER PLAN (Div. b SHEET A -U BLOCK.. OVER BEAM BEAM PER PLAN SCAB TOGETHER W/ NAILER EA SIDE AT BEAM SPLICES USE 2x4 SCAB EACH SIDE POST PER PLAN OVER NEI,ESTRAL CONT. FOOTING PER PLAN MAT FOOTING PER RAN (2J CONT •4 BAR FR1 BOARD I A35 RAMSET TO FOOTING FOR POSITIVE CONNECTION PER JURISDICTIONAL REQUIREMENTS POST /FOOTING CONNECTION 08100 -03300- 08_7,0 3/474 ' TIP_ EXTERIOR WALL CONSTRUCTION FER PLAN (DM 6 SST A -U TTP FLOOR FRAM SFFR PLAN (DIV 6 simr A -U SOLD BLOCKING OvE R S FPORTS LOCATE SHFATMRYG JOINT • C(1,104 MEMBER r COR SOFFITvB4T V2' 10E54. PLYWOOD a SOFFIT TfEATED4ID SILL 3/•=f-0' 06100- 03300 -10_ TJI - ` 111111 IIIIII =HAIL= - 111111-a111111 II 111111 =11 IIIIII -111111 1111111E111111 Ill 111111_1 11 11111 FrAiws r a ron liTATINTATAITiiiT/ 1 1 ®• ®/1/ 0 N I 6 111111= 111111= eWnhnnl 11= Ilflll- 1 111111= 11 =11 PER PLAN UL' I -111 H FURRING DETAIL 3/4 -0 VARIES SLAB 0 STEM WALL 3/4 =T -0 SEE FORDATTDN DETAILS TTPrcAL EX6ERSCREITALL CQStRICTON _.. PER FLAN M,6 SHEET A-U r AIR SPACE 15 MEWING PAPER HOOKED END CIASClRT vBEER TIE TO FRA4Y EV.2 SD FT_ (DIV 4 Steel AU rSA50lRr vE EER ccvs.F..A844 WTI HD4E5 •40 CO TREATED MDSU_L MIK A. S EM' bU SEE 7I1DATIO.N DETAILS 6' `AST. GRADE Chem. NOSE TN. OPROI CAN NOT 13E LEBO , AT SMEAR WALLS_ 00200 - 02_ TIP FLOOR BRAM,. PER PLAN (DM SEEP A-U TLP EXFERIORMALI_ CQSTRICKON FER PLAN (DM 6 SHEET . 4-0 LOCALE 51E8 JOIN T • COMTON 11312ER BLOCKING OR JOIST • WALL RIM BOARD RRRA WALL AR SPACE DAP FR NGG(DN7 SNT Al SEE: FOUNDATION DETAILS 08100. 03300 - 21_TI 3/4=1 TIP EXTERIOR WALL CONSTROCITh PER PLAN (DIN 6 SHEET A -U CONC.. SLAB 0.2 4• GRAVEL BED (DIN. 3 SHEET A. TREATED MID SILL (D216 SHEET A - SEE FCl.DATICN DETAILS `11111L :I NNII IIIII ,� 11111 IIIIII NIIIIooII -non =n m 111tH NOM -II III =111 =INNI° FOUNDATION /FRAMING CONNECTION to \x/ 3/4 =1'-Or 03300 0 EXT. DOOR THRESHOLD DETAIL 3/4 s f 06100-03300. 04311 aaTiTA b3L b(T HANGER OPTION 9 :• SLAB ON GRADE PER PLAN (DIV 3 51EET A-U VAPOR BARRIER CONT. SPREAD FIG. PER PLAN (DIV.3 SHEET A -0•45' (2) 4 BAR CON, (Div. 3 SHEET A -I/ DQ DOOR AND PIRATE (DIV. • SHEET A -U DOOR THRESHOLD RASH.. AS way (Div. .I SHEET A-U MEWESTRAL RASHNG 4' CONC. SLAB OVER 4' GRAVEL BED (DIV '4 SHEET A U 202 TRREATED TRESHOLD TRM RIM J015T TREATED no SILL (DM .6 SHEET A -U 4 vERT. RE -BAR FROM STEM WALL STUBBED INTO SLAB i7P FLOOR FRAM.. PER FLAK (DM6 SHEET A -U ' RILL WIDTH TREATED Min SILL HANGER PER VF6 TTP. FLOOR FRAM.. PER PLAN' (DM 6 SHEET A -U EXT. DOCK AND FRAME (DM S SHEET A -U IX DOOR THRESHOLD FLASHING: AS A ID (DN.I SHEET A-U I NB2VESTRA_ FLASH.. 1 I CONC. SLAB OVER 4' GRAVEL BED (DIN 4SHEET A -D: TREATED MD SILL (DI, 6 SHEET A. r AIR5PACE TTP •4 vERT. RE -BAR FROM STEM( BAH. STUBBED INTO SLAB POST AND BEAM PER PLAN EXT. DOOR THRESHOLD DETAIL TREATED MID SILL SEE FOUPDATIQ4 DETAILS POST ' BEAM PER PLAN 06100 03300 - 06_1. .... FLOOR FRAM.. PER PLAN (DIN. 6SFEET A -U' TTP EXTERIOR WALL CONSTRUCTION FER PLAN (DIN 6 SHEET A-U FRAMING/FOUNDATION CONNECTION 3/4 I 06170-033004M MO . TOP OF DOWEL FINISHED GRAD "15i TOP OF FT FOUNDATIONS DETAIL 3/4=7 -0' FINISH GRAD 1 -111 TOP CF FTGG CANTILEVERED RETAINING WALL 3/4 33 fOOiNCG DOES NOT SLIDE NTFIIS'. CODI., FOOT.. SPAS NORIUCNTALLT_ 4 -111 II OP TOP OF BLAB TOP CE J -BAR GRADE 3/4 =f-0 PER PLAN....... • " I PER PLAN -� 140 '7 1 i 2' -S' S' I' 0' FOUNDATION DETAIL FRAMING PARALLEL TO STEM WALL l/2' CLEAR T►.t FRAMIi'G PERPENDICULAR' TO STEM WALL 0' 0 . 12 PxlO' AB W/ 27:2,0.46 SOL STEEL PLATE WASHERS ,• 4'-0 (D1,3 SHEET A, EXCEPT AS NOTED ON SHEARW1lL SCHEDULE, •4 NORM BAR I0' OL. r-6' CORER" OVERLAP (DIN 35HEEr 44 4 VERT. BAR SAME AS STUB STEEL SPACIIG. (DIV 3 SHEET A -12 TKGHTLIIE DAMPPROOF.G (DIV.I SHEET a -U •4 STUB STEEL FROM FT... OL. (DIV 3 SHEET 4 -1) PER FT. DRAIN III/FILTER BED (DIV 2 SHEET A -T). 50Lru SUBSTRATE (2) •4. BAR CONT. (DIN 3 SHEET A-U III 12 AB. W/ TM'X3/I6' S.Q STEEL PLATE WASHERS • 4'_0' O.. (Div 3 SHEET A. EXCEPT A5 NOTED ON SHEAR/WILL SCHEDULE 1 EMBED. (TJ •4 BAR • TOP •4 vERT_ BAR •2 RILL LESHT OF WALL (DIV 3 SHEET A U DAMP 1-00O,0**0 C DIV l .41 AU vERT_ J -BAR • 2• oc (01v. SHEET A U 4 HORL BAR D' oc OVERLAP MIN) (DIV.3 SHEET 4-1) TIGHTLNE... PERF FT'G. DRAIN WILIER I, GRAVEL BED (DIV 2 SHEET A U (4J •4 BAR CONT. (DIV 3 SHEET A -0 SOLID SUBSTRATE 03300 5/8,10' AB. UV TXTX3/.. SOL STEEL PLATE WASHERS • OL (DIV.3 SHEET A -U EXCEPT AS NOTED CN SNEARUALL SCHEDULE. T MN EMBED. (LM BAR TOP �4 vERT. BAR • IT oc, FULL HEIGHT CF WALL (DIV.3 SHEET A I/ vERT. J -BAR a S' oc (Dv. 3 SHEET A -U •4 HORL BAR • 10' 6c (DIV 3 SHEET A -V 4 BAR •'2'oc (DIV. 3 SHEET A -U TKGHTLNE I DAMP PROOFING ( Div T SHT AU 2' CLEAR CU •4 BAR CCNT. (DIv. 3 SHEET A -1/ SOLID SUBSTRATE 4' PER. FT. DRAIN WLFILTER N 24' GRAVEL BED. ■ (DIV. 2: SHEET A. TREATED MUD SILL SEE 2OI5DATION DETAIL(5) TTP. EXTERIOR WALL CONSTRICTION. PER PLAN (Div. 6. SHEET A I/ LOCATE SHEATHING JOINT • LOtP10N MEMBER RU1 BOAR) TIP. FLOOR FRAMING PER PLAN (Div. 6 SHEET A. TREATED 'MUD SILL SEE ECINDATICN DETAIL(S) TIP. FLOOR FRAMING PER FLAN (DIV 6 SHEET A. FRAMING/FOUNDATION DETAIL GRAva. 03000-00000 -01 03300- 00000 -26 TTP. EXTERIOR WALL E 4-12 CTION. PER PLAIfDIV. 6 SHEET A -U LOCATE SHEATHING JOINT • CGIMON MEMBER SOLD BLOCKING • RIM a EXT.11W LL POW4I LOAD BEARING PER OIST PLAN 3/4=1 06100-03300 -01_TJI Vj W A z 'JOB NO. !. TITLE SHEET 5 CJ FI co w � v i C.) 4 6)* co CV ∎••• ucC 2X4 TOP PLATE TIP. FLOOR FRAMING PER PLAN (DIN. 6 SHEET A -I1 TM EXTERIOR MA.1_ CONSTRUCTION PER PLANS (Div 6 51EET A -U 4• CONC. OVER 4 OvE2 VAPOR BAS R -10 RIGID ILAIAT)01 2X10 TREATED PLATE OFFSET 3/4' GWB. TTP. (Div. 9 SHEET A I/ INTERIOR BEARING WALL (DIV. b SHEET A -U 1/)Y :x IV AB. • 4'- O'O.C. (01,3 BEETAII/ cmr oI lJKwrta SEP 0 8 2000 PERMIT CENTER NOTE: DELETE RAIL WHEN FINISHED DECK. ELEVATION IS 30' OR LESS Y' ABOVE FINISHED GRADE.. BAFFEL 6' ABPIE BATE. AL.OR U. 4 N Q' ABOO VE BLOOM NSUL TYPICAL ROOF CONSTRICTION 2' MIN CM FOR VENTING FRAMING PER PLAN. SKYLIGHT, SIZE PER FLAN. PROVIDE FLASHING AS RECOMENDED BT MFG. B.QFFEL EXTEND 6' ABOVE BATE MSUL OR Q' VE BLOUN MSUL (TIP. ROOF COS 2'MM. LLR FOR VEINING FII a 48' O.C. AT W O ON FACEOF WALL WO ON SHEAR WAIL SCIgWLE 2X BLOCKING WIT1,32 2' 0, HOLES WITH SCREEN BELOW GRADE SPAN 2x PONY WALL 4x BEAM, (SIZE TO REDUCE SCAB W/ 2X4 EA SIDE (I' GREATER DEPTH THAN JOISTS/ FINISH LANDSCAPE GRADE TOP GP PTE' FLUSH &T OW SUB GRADE l3' SELAU FINISH LANDSCAF7NG) CN SOLID SUBSTRATE TYR DECK CROSS SECTION 2x6 2x2 a S V2' OG (CLR DIST. BTIN NOT TO EXCEED 4' SOLID BLOCKING OVER SUPPORTS... I, 5/4 x471( CDR OCK'.G ATTACH LEDGER W/ 2 RAW CF 1/2' LAG BOLTS A? I6' oc TYP TJI FLOOR FRAMING PER PLAN NUMBER OF POSTS e 2 STORY CONDITION OR LENGTH POSTS EXCEED 4' M LENGTH 3/4"4 08200-C16170-1 9_7J1 2X BLOCKING ELM (312 VI' • HOLES WTH SCREEN E ELEVATION EXPOSED TRUSS TAIL. TYP.GUTTER F ® ' I FASCIA FER ELEVATION PER PLAN' (TYF'. EXTERIOR WALL CO6TR7CTKxU FLASHING (DIv T SHEET AD 1} DEL OR GIRDER TRES (FER R AN/ ` (T1P1 ROOF CONSTRICTION FRAME OVER WALL DETAIL 9 3/4'4-0' 0610o-07300 -15 D -297 EAVE DETAIL 3/4' =T-0' OVERHANG PER PLAN SEE ELEVATION EXPOSED TR. TAIL (TIP. GUTTER) FASCIA PER ELEVATION (TP. EXTERIOR WALL CONSTRICTION) 06100 - 07900.01 RAPPEL EXTB4D 6' ABOVE BATT. NSUL OR ABOVE BLOM 17SUL (TYP. ROOF CONSTRICTION 7 SECTION © BEAM 3/4 =T- 7 2' MM. CLR FOR VENTEL:'4TION 2x BLOCKING 4 • ROOF AND FRAMING MEMBERS TYP. GIB. a CEILING ROOF FRAMING PER FLAN WALL STUDS BEYOND DBL J5T BLOCK AS NEEDED SEE PLAN SEE PLAN FOR TYP. RISE t RN DII'ENSIOJS 3/4' FLTIWOD RISER I /8 HARDBOARD TREAD WITH EASED NbSN>G 3 2x STRINGERS TYP. ONO_ CENTER STRINGER. WITH 2 2x4 STRONG BACK ttP: NAIL WALL' STRINGERS IV (2) IGiI TO WALL STUDS 5/5' TYPE 'x'. GIB AS RECIARED SEE NOTES BELOW 2x KICKER ELATE '.l HEADROOM MIN 6'43', WIDTH MIN 3' 0' PER 4. INSTALL FIRE BLOCKING a STRINGERS TOP THE 2. TREADS 9'. MIN. DEPTH, RISERS'B' MAX HEIGHT li DS6.8 G t EC., 80777'1 ADJACENT WALL(' PER UDC I, S R U5 NO5I IL MIN 34' L I UI' M TO MAIX N. 3S', 2 M4 XCREAD 5. LOVER USABLE SPACE It4DER STAIR WTN 051NG. HANDRAI TO 2' MAX: 1 C 'X' GIB: USE 2 CATERS SECTION DIMENSION N S1' UBC 5EL' FR oil . CEILING AREA IPER UBG. SHALL WALL, RETURN RAIL ENDS PER ER UBW 100679 6. 4 P APART NET PE SHALL EC 5P A ALED I' 4' APART NET OPENING FER UBC SEC 5093. STAIR SECTION DETAIL 3/4'W=0' EAVE DETAIL FASCIA FER EJ.EVATICN TIP. EXTERIOR WALL CONSTRICTION TRIM PER ELEVATIONS ITYP EXTERIOR WALL CONSTRICTIOtU, EAVE DETAIL 3/41 -0' \ 2' MM. CLR FOR VENTING HIe48'O.C.AT OUTSIDE FACE OF WALL U.IO ON SNEAK WALL SCHEDULE 2X BLOCKMG'WITH (3) 2' m ** U HOLES um SC.EN & �5, ~' II I SEE Q �lI, \ \` EXPOSED T(d15S TAIL SDI. OVERHA S® FER PLAN 0 Wig EAVE DETAIL 314= -0 EAVE DETAIL 3/4"4-0' FER PLAN 2'M31. CLR FOR VENTING HI • 48' AT OUTSIDE', FACE CF WALL U4O ON SHEAR WALL SCHEDULE 2X BLOLKNG WITH (3) 2' m HOLES WITH SCREEN (TTP. EXTERIOR WALL CONSTRUCTION) TYPICAL ROOF CONSTRICTION Y MN. CLR FOR VENTING HIa48'O.C. AT OUTSIDE FACE OF WALL Ul0 ON SHEAR WALL SCHEDULE 2x BLOCKING WITH (3) 2' o HOLES WITH''. SCREEN 2X8 BLOCKING TTP. EXPOSED RAFTER TAI JOB.. NO.;� SHEET TYPICAL ROOF CONSTRUCTION TYPICAL FLOOR CONSTRICTION HIP 48' AT = DE . PALE OF WALL UNO LM SIEM WALL SCHEDULE 21( BLOM!. unu (322' e I BUFEL EXTEND 6' ABOVE BATT. INSUL OR Q' ABOVE.. BLOM MSI1L (TYP. R20F CONSTRICTION) RECEIVED TuKWM SEP082000 TTP. TJI FLOOR CONSTRUCT). SHEAR WALL SHEAR WALL .. 3/4 PERPENDICULAR 0 TO FLOOR JOISTS PERPENDICULAR TO FLOOR JOISTS =t- 17070. 06110 -16 O 3/4".1-0 . sromosmaa7 -1 D2000 -297 I� I - 1 _I Y -�1 41/011141 TATISTAIIT ■•■la Y® h:f -, /I l i- TJI BLOCKING TYlp TJI FLOOR caisnalaras TIP. WALL CONSTRfCTF. um, WALL SHEATH . PER SCHEDULE eoncti PLATE NAILING PER SHEARUALL SCHEDULE PANEL EDGE < FELD NAILING PER SCHEDULE TJI FLOOR JOISTS PER FLAN ALIGN TJI FLOOR JOIST U12140_ I TOP PLATE NAILING I PER SHEARLUALL SCHEDULE ttP. TJI FLOOR CONSRICTION ttP. WALL CONSTRICTION WITH WALL SHEATHING FER.SCHEOLI E '. NAIL FLOOR SHEATHING THIS AREA WITH 10 ds 6!oc EDGES 10 d• 10' oc FIELD BLOCK ALL EDGES 10 d • 6 oz. PLYWOOD TO BLOCKING BOTTOM RATE NAILING PER SHEARUALLSCHEDULE PANEL EDGE t FIELD NAILING PER SCHEDULE TJI BLOCKING BLOCK ALL EDGES PANEL EDGE t FIELD NAILS. PER SCHEDULE TOP PLAT NAILING I PER SHE AR WA LL SC HEDULE TYP: WALL CONSTRICTION WITH WALL SHEATNRG PER SCHEDULE I SHEAR WALL PERPENDICULAR TO FLOOR JOIST- OFFSET CONDITION - CANTILEVERED FLOOR JOIST 3/4 -0 M70 1 3/4=1-0 r NAIL FLOOR SHEATHING. 71415 AREA WITH 10d• EDGES 10 d • or FIELD BLOCK ALL EDGES BOTTOM PLATE NAILING PER SHEARUALL SCHEDULE PANEL EDGE t FIELD NAILING PER SCHEDULE TJI FLOOR JOISTS PER PLAN TJI BLOCKING • ALL PANEL EDGES PANEL EDGE t FIELD NAILING PER SCHEDULE SHEAR WALL PARALLEL TO FLOORS JOIST - OFFSET CONDITION 3/4•=f -0' nwo- osno -w 1,1 111- -1 TI/7I1 EXTERIOR SHEAR WALL PERPENDICULAR TO FLOOR JOISTS . TO FLOOR JOISTS ® FOUNDATION 3/4=f -0 nmaosnam 3/4•=1-0' nma03300-0f RAE_ FLOORSHEATIWNG iF45 AF E 10 d•6 ac EDGES TO d • 10 or-FTELD BLOCK ALL EDGES —t •f� I►_ fit: 111= TOP PLATE NAILING PER SHEARUALL SCHEDULE' TYP WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE I 3/4'4'70' rale —� d Nr BOTTOM PLATE NAILS* FER SHEARWALL . SCHEDULE /0 d• 6' on PLYIID. TO RM JOIST PANEL EDGE t FIELD NAILING PER SCHEDULE TYR EXTERIOR WALL CONSTRICTION WITH WALL SWA PER SCHEDULE TTP TJI FLOOR CONSTRICTION I I erg .11D 51 HOEDOWN PER PLAN AND SIEARUALL SCHEDULE SB iPSGT1 HOLDOUN STRAP AND ".TEAR WALL SCHEDULE SEE.. ARCH DETAILS FOR RarnAnaN caomaNs ANCHOR EOLT PER 5FEARUALL SCHEDULE SHEAR WALL HOLDOWNI PANEL EDGE FIELD NAILING PER SCHEDULE DOUBLE 51105 AT HOEDOWN CMOM. TTP_ WALL CONSTRUCTION W1114 WALL SHEATHING PER SCHEpLE TIP. TJI FLOOR COSTRICTION XT TYR EXTERIOR WALL CONSTRICTION W. W HE 4 LL SHEATHING PER SCHEDULE I TIP. TJI FLOOR CONSTRICTION 7x4 PANEL EDGE BLOCKI. RATE ATE NAILING PER.StEe AL 1 SCHEDULE I 744 PANEL EDGE BLOC CS. rep. WALL CONSTRICTION WTH WALL SCATHING PER SCHEDULE TIP TJI FLOOR CONSTRCTION PANEL EDGE FIELD NAILING PER SCHEDULE TTP WALL CONSTRUCTION W. akILL SFEAnor - FER SCNEDILE BORON ELATE NALNG PER %EAROLL SCHEDULE m d NAL'+'•6• oc PLYUD: TO RP 1 JOIST .:...... TOP PLATE NAIL.. I I. FER SFEARULL A SCHEDULE 17010.0600 -11 e .-*/11 �INIII !MI PER PLAN i •' 1 -. Y 17070-06170-24 ty. W. .1 I ►.1 ■IMATATA1.111T ®T ®Tl7f 11 11 1/1 if 111111 111111 111= SHEAR WALL PERPENDICULAR rot-, BENSZ MIME =W111= 111111 ANCHOR BOLT PER SCHEDEE 5EE ARCH. DETAILS FOR �t FOUNDATION CONDITIONS a ° SHEAR WALL EXTERIOR SHEAR WALL SHEAR WALL PARALLEL I PARALLEL TO FLOOR JOISTS 6 PARALLEL TO FLOOR JOISTS TO FLOOR JOISTS 0 FOUNDATION I O 3/4'4 - 3/47=1 17070-06110-02 O 3/4 - 4 - 0' 17070-03300-02 d NAL•6 ac ELMO. TO 511 BLOCKING i, u TOP PLATE NAILING PER SHEARA /ALL SCHEDULE ANCHOR BOLT PER SCHEDULE SEE ARCH. DETAIL FOR Faamano carom°. TYPICAL WALL CONSTRICTION 21I15 WALL SHEATHING PER SCHEDULE TYP. TJI BOOR LGSTRICTION -- BOTTOM RATE NAILING PER SHEAPoUALL SCHEDULE TOP PLATE NAILIT ''.. PER SHEARUALL:SCHEDULE TYP. TJI FLOOR CONSTRICTION TTP EXTERIOR WALL CONSTRICTION W. WALL SHEATH!. PER SCHEDULE 60ROM PLATE NAILING PER SI-EARUALL SCHEDULE TOP PLATE NAILING PER SHEARUALL SCHEDULE CRIPPLE WALL WI, 61 SHEATH CRIPPLE WALL I I SAE AS SHEARUALL ABOVE I.SEE ARCH DETAILS FOR FOIADATION CONDITIONS SHEAR WALL ® CRIPPLE WALL 3 /4=i - 17070-03306 -03 3/4"=T CRIPPLE WALL (DIV, 6) SHEATHING. PER SCHEDULE PANEL EDGE t FIELD NAILING PER SCHEDULE ANCHOR BOLT PER SVEARUALL SCHEDULE (7) •4 BAR CONY: (DIV. 3) , ;; SHEAR WALL �® CRIPPLE WALL - INTERIOR CITY.OPTU1(µzp SEP 0 8 2000 PERMIT CENTER noon - 03306:04 """flu L � >, F W ` r i - I w r ;�� wp. 1 --8 2i2 YaQ; u _O - =0I O /) DJ O3 I r I.. Q O) O'. I Lail ZWF 5 O H � �mp� 2 Q Q Q , W = -. I 1r E jl <Dl U � 1--I S D-Q _,W W =13 <77 24FT F W TD b N- O) 1-OI g = p Q C7FZ Z • � Q �pQ - -2 p � Z O �� � z O �pp Fp- Z �,, (D WF�Q Q QIrR(n O , z OaJZ z r ^. • =z-T VI F� Q ttl W W lT1 � V1 T Q z WGD p JOB 1 TIP. WALL CONSTRICHON WITH WALL SHEATHING PER SCHEDULE BORON RATE NALNG PERStENAWLI SCHEDULE TOP PLATE NAILING PER SEAWALL SCEDULE BOTTOM PLATE NAIL.. PER 5HE46114LL SCHEDULE PANEL EDGE t FIELD NAILING I PER SCHEDULE TOP PLATE NAILING PER SHEARUALL SCHEDULE BOTTOM PLATE NAILING PER SHEARUALL SCHEDULE TO d• 6!oc PLYID. TO RIM JOIST TYPICAL WALL CONSTRICTION WT4i WALL SHEATHING PER SCHEDULE TTP. TJI FLOOR CONSTRICTION BOTTOM PLATE NAILING PER SHEARUIALL SCHEDULE NOTE ALL INFORMATION ON 1 51415 SHEET. 15 NOT NECESSARILY. 75CORPORATED INTO PROJECT. COORDINATE WITH PLANS. SHEET TJI JOIST DETAILS HOLDOWN STRAP AT FLOORS TJI BLOC. BEAM. PER PLAN 3/4 i-0 17070-08170-29 :16 d•6' 2x4 RAT BLOCKING NAIL STRAP W/ Ed ? CCTTIONs S ow. 511/ CS. STRAP, xIB' LONG, LAP 4' ONTO WALL S CR BEAM AND NAIL BATH lkI COMIOJ ® oc 3/4 =i-0 DRAG STRUT CONNECTION SHEATHING AND NAILING PER SHEARWALL SCHEDULE 2Xb'BLOCKING • 2X4 LEDGER (2) Ibd'EACH SnID (2) Ib d EACH BLOCK UPPER WALL TO LOWER ROOF CONNECTION ROOF SHEATHING AND NAILING PER PLAN AND SHEARWALL SCHEDULE 4' -0' NTS 3/4W '.. NOTE. USE O56ON ROOF PANEL EDGE , FIELD NA .. PER SCHEDULE TYP. WALL CGNSTRUCTICN U RI WALL SHEATHING PER WHEDULE HOLDOWN STRAP AT CRAWL SPACE ( INTERIOR SHEARWALL TO ROOF COND. 3 /4=f 17000 -08100-08 d NALsd'. exc. s EA 0.1TRIGGiER ... d NAP_ s Wow. TO TOP CHORD 2X4 QU1726fs s 4 UN .101ST Hor4az s TRUSS 27A4 OUIRGGH i • 4' 0..C: BATH JOIST HANGER s. TRPf HOLDOWN STRAP ® FLOORS 3/4 PLYWOOD ROOF CONDITION 3/4W-0" STRAP PER PLAN a SHEAR WALL SCHEDULE I V4' TIMBERSTRAND L5L RRi BOAT PANEL EDGE a FIELD NAILING PER SCHEDULE • TYP EMEROR CONSTRICTION W. WALL SHEATHING PER SCHEDULE TYR TJI FLOOR CONSTRICTION 1.5 a48' • (3J 8 d TOENAIL a TRUSS LS BLOIXQJ TO TOP PLATE 8 da(' - dc: a BLOCKING' BLOCKING PER ARCH. DETAILS 111=.441 ROOF COJSTR.TICN ki ►: �� ` S C . �"�' OvE12fiNJC SI i - T PER PLAN TP EXTERIOR WALL CONSTRICTION I ®� 1 771, EME121OR LGSTRIC T�H7F1 W WALL SHEATHING PER SLAEDLLE WITH 0411!1 SHEATHING PER SCHlEDULE RECEIVED CITY OFTUKWILg .5 CLIP PER S EARUALL SCHEDULE SHEAR WALL o GABLE END O SHEAR WALL ® EAVE RMITCENTER 3ra•=f -o „o o-0eno-s, "HI TITLE JOB NO : SHEET' TJI JOIST DETAILS 4 STRAP PER PLAN SHEARUNLL PER PLAN AND SHEARWALL SCHEDULE DOUBLE STUD TRS6 PER PLAN WITH SHEATHING PER 614EARUALL SCHEDULE I6d TO MATCH SHEAR - WALL NAILING BELOU 2)(D MATH .1 TO HATCH' SHEARWALL NAILING BELOW INTO TOP PLATE I,'.. (21 STUDS AT EACH STRAP BOTTOM PLATE NAILING PER SHEA(dUALL SCHEDULE SHEARWALL I SCHEDULE 0 5Ph1 2 Q N1114 3O03 V4111VN -_ -..07313. 0JDg079- 3903 9110q elOtONV 11V1.1 110 61610r 1 ON171CN 'ld d0101 ONI1 Oo10 r 81810f 04111bN '7d d01 01 ONI1M4 31v1d 1401100 OI1;JI1 ®gal m db'01 - 37kbbYk>11V GI -4 G2'1 G2-4 FI -6A PI-6 P1.4 P1 -3 PI -310 I/2' GOB ONE SIDE OR 1 5/S GM ONE SIDE 5d C°°1-F FOR I/2' nn n nn n -- n -n co YES YES YES YES YES TES. TES TES YES YES YES I NO �.. 5B' a 48' 5/8' • 45' 5/S' • 48' 3/B' s 45' 5/8• a 48' 5B' • 48' ' e a? 5 /B' • 24' 5/8' a IS' SB' s 6' 5B' s 2'. 5B ' • 48'� A35 NAIL • 42 A35 33' 20' 20' 20' H' 2'. A 0.1P5 a1• A35 CLIPS U' V d • 12' I 16d • 6a' 16d • 8'. I6d • 6' I6d • 5'.... 16d • 5' . 16d • 4' 16d.3 (2) ROWS 4 16d a 4' (2) ROWS 164 • 3' 16d • 5' I6d • 12' *a* I0' 16d • 6' Wd • 5' 164 s 5'. 6d • 5' 164 e4' 16d a 3' 1 (2) a 4 5T a 4' 5 PE (2) ROILS Wed • STAGGERED DEL RIM 16d a 5' Ip@ pi. 25 PLF �. 60 PLF 240 FLF 350 FLF 450 POE 545 FLF 700 PLF 500 FLF 202 PIE 12' GUS IWO SIDES I OR 5B' GWB IUD SIDES 6d .COOLER FOR 5/8• •116', O58. ONE SIDE USE 3x 5TUD8 PANEL EDGES e �o FI -2 P2 -4 P2 -3 USE 3x STUDS I2&' 05B:TWO SIDES STTGCdR S4 EATNING P A NEL ERG ES STUDS • PANEL EDGES UEH-4 HARf2L30A1�, SIDING �� PFR RFPORT 2'49 C- q'1'ION .i PERMIT CENTER SHEET 21 1997 UBC SYMBOLS &'' LEGEND PONT. LOAD FROM ABOVE PONT LOAD PReIl ABOVE W/ LOADING POINT LOAD TRANSFERING DOWN POINT LOAD TRANSFERING DOILN W/ LOADING NANGER - PONT LOAD TRANSFEIRED BY KICKER '.. � �e�' HOLD DOUN WTH SIZE 0E8IGNATION �9 4 ' VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW STa _ HORIZONTAL STRAP WITH 612E DESIGNATION NDICATES BEAM CALCULATION WITH INDEXED NUMBER F_MENT OF SHEAR WALL TYPE OF SHEAR WALL WALL ABOVE 22=EL WALL BELOW O TET - UIJ! ENS OTHERWISE NOTED, ENGMEERNG AND CALCU_ATIONS ARE NOT. FRONDED IN THESE DRAWINOE. SHEAR NOTES DESIGN CRITERIA . SEE CALCULATIONS FOR DESIGN CRITERIA GENERAL. . ALL SHEARWALLS NOTES SHCLLN ON TI-E FLOOR..PL4N ARE FOR LUAU ON THAT LEVEL (T(PICALLY SHOWN SHADED) ..ANCHORAGE IS FOR SFEAME41 LS(PAhELS) ONLY, WHEN FORTICNS: WALLS ARE NOT DESIGNATED AS SHEAR PANELS, NAILS MAY BE SPACED s ib• OCIMM) PER TABLE 23 -1 -O. 3, WHERE PORTIONS, OF WALLS ARE NOT DESIGNATED AS. SHEAR PANELS. THEN SHEAR DETAILS DO NOT APPLY. FOLLOW MIFL USC. REQUIREMENTS.' 4. PROVIDE TUIO STUDS AT ALL HOLD DOU.N LOCATIONS. 5. r SEE I MANUFACTURERS .REOUKEMENTS AND DETAILS FOR EACH TYPE CF HOLDOUN, STRAP, AND CONNECTOR FOR PROPER INSTALLATION. 6. ALL PLYWOOD OR GYPSUM SEED I S SHALL RE APPLIED HORIZONTALLY OR VERTICALLY ON STUDS. .'.. EDGES SHALL BE STAGGERED AT CENTER CF STUDS AND BLOCKED PER SCHEDULE. 1, DO NOT OVERDRIVE NAILS INTO SHEATHING. 8. STAPLES OR SCREWS ARE NOT AN ACCEPTABLE ALTERNATIVE TO NAILS FOR DESIGNATED SHEAR WALL PANELS UNLESS PRE- APPROVED BY THE BUILDING: OFFICIAL ROOF t FLOOR SI•E ATNING I. ROOF SHEATHING 1/2b' 056 APA RATED SHEATHING (24/0). LAY UP W/ MINIMUM I/8' CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION. NAILING SHALL BE 8d AT 6' oc AT PANEL EDGES AND I2' oc AT INTEPE DIATE SUPPORTS. PROVIDE EDGE CLIPS a 24' OC- a ALL UNSUPPORTED EDGES: ALLOWABLE DLAPI4RAM SHEAR •18000,82 =142peP 2. FLOOR SHEATHING. 3/4' CDX TKs APA RATED PLYWOOD (4804) NAILED AND GLUED- ADHESIVE. SMALL COFFGTR'TTO 4FA EPECFICATICN AFC: 01 PROVIDE T. EDGES AT LONG PANEL EDGES NAILING SHALL BE 10d AT 6' oc AT. PANEL EDGES AND 10' oc AT INTERMEDIATE SUPPORTS ALLOWABLE DIAPHRAM SHEAR =215x0B2=ITTpar 3. PLYWOOD SHALL BE LAID W/ FACE GRAIN PERPENDICULAR TO SUPPORTS AND END SHEAR WALL DESIGN VALID UNLESS ACCOIVIPANIED BY 'WET STAMPED" CALCULATIONS 99090.21 1