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HomeMy WebLinkAboutPermit D2000-155 - FOSTERVIEW ESTATES - LOT 34 - NEW SINGLE FAMILY RESIDENCEFosterview -Lot 34 13722 42 Av S D2000 -155 City of Tukwila Parcel No: 261200 -0340 Address: 13722 42 AV S Suite No: Location: Category: NSFR Type: DEVPERM Zoning: Contractor License No: DUJARD *204L0 Signature:_ ✓ -- Print Name: DEVELOPMENT PERMIT Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Permit No: Status: Issued: Expires: Permit Center Authorized Signature: r A _bate: (206) 431 -3670 D2000 -155 ISSUED 07/13/2000 01/09/2001 Const Type: Occupancy: DWELLING Gas /Elec.: GAS UBC: 1997 Units: 001 Fire Protection: Setbacks: North: .0 South: .0 East: .0 West: .0 Water: 125 Sewer: VALVUE Wetlands: Slopes: Streams: OCCUPANT FO'STERVIEW ESTATES - LOT' 34 13722 42 AV S, TUKWILA WA 98188 OWNER DLIJARDIN DEVELOPMENT CO PO BOX 5308, EVERETT WA 98206 CONTACT JOHN KAPPLER Phone: 425 -641 -5320 14311 SE 16 ST, BELLEVUE WA 98007 CONTRACTOR .DUJARDIN DEVELOPMENT CO Phone: 425 - 324 -5018 PO BOX 1059, SNOHOMISH, WA 98291 **' k* k**' k*' k*******' k• A*********' k***' k********' k************: k' k** k*'A*'k* ****k***'A *k ** * **'AA4 Permit Description: CONSTRUCTION OF A NEW 2,119 SO FT SINGLE FAMILY RESIDENCE, 422 SO FT ATTACHED GARAGE AND 109 SO FT COVERED DECK AREA - . (BASE PLAN #D2000 -058). PUBLIC - WORKS ACTIVITIES INCLUDE: ACCESS, LAND ALTERING, STORM DRAINAGE. PROJECT ON VALVUE SEWER & WATER DISTRICT #125 WATER. *• A********* k**************' k*' k***: k*' A*********' k*****' k*' k******** * ****;k*'k * ***'k *'k *'k* *:k Construction Valuation: $ 191,907.74 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: JJS Curb Cut /Access /Sidewa- lk /CSS: Y Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: _hand Altering: Y Cut: 38 Fill: 44 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 :A k***' A' k**' k' k*' k* * ***'A**'k *'k'k***** ** * **'kk'k* A *** k * * * * **'k A'A'k** A A- A ** *'k*'AA'A* *'k * *'k * **** TOTAL DEVELOPMENT PERMIT FEES: $ 1,623.95 **'k'A'k* *'A'A'A*'A''k**'A*'A* *'k **'k'k *k ** A *A k'k'A *** A * *** **'k** * ***'k***:4 A A'A - k* k * *'kA'A'A k*'k'k*'k **'k *'k 3 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am ay t.hor i zed to s i g n for and obtain t h i s development p Date: 1c .a. T h i s p e r m i t shall becom nul t and void it the work. is not commenced Within 180 days from the date of issuance, or if the W r { i_ _.: perlded or abandoned for a period of 180 days from the last inpection. • CITY OF TUKWILA Address: 13722 42 AV S Permit No: D2000-155 Suite: Tenant: Status: ISSUED rype: DEVPERM Applied: 05/25/2000 ParCel 4: 261200-0340 Issued: 07/13/2000 141.A*AA****A**1.**A4,******1.kk*1***A*AXA***AAA.A41..***AVW Permit Conditions: 1. No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 2. Engi6eered truss drawings and calculations shall be on site and available to the building inspector for inspection 'purposes. Documents shall be the seal and signature of a Washington State Professional Engineer. Any 'exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identi- fication 'showing the fire performance rating thereof. 4 :All construction to be done An conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), , and Washington State Energy Code (1997 Edition)., . Plumbing permits shall be obtained through the Seattle-King County Department of Public 'llealth-/' Plumbing will be inspected by that agency; including all gas piping (296-4722). 6. 'Notify the City , of TukWilaBui,ldingTliviSien prior 'to piacing.any concrete,- This procedure is in addition to any requ'irements,forSpecial inspection. 7. wood to remain in placed concrete shall be treated wood. 8 . ,Valiiiity,of Permit. The ,issuanoeof a Permit or aPProval„ plans, 'specificationS, and computations shall not be c9P strued to be a, permit for, or an^approVal of ,,any violation oI? any of • the Provisions of the building code or Of any ' other .ordinance of the jurisdiction. No permit presuming to give authority to , violate or cancel the provisions of this code shall be valid, 9, Electrical permits Shall be obtained through the Washington, State Division Of Labor and Industries'and all electrical work will be inspected by that agency (248-6630). 10. There shall be no ,occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 11. All mechanical work shall be under separate permit issued by the City of lukwila. 12. 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. 13. PUBL(C WORKS 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 OF FOSTER VIEW ESTATES PLAT APPROVAL SHALL BE MET, SEE 1.99-0018 %IT 4 OF 4 WHICH IS PART , 1 • C4 w 00 0 0 UJ n w 0 g u. z 1 .. .11J uj 3 0 o CO 0 - O I- CU ...a ‘ 6 t Z LIJ p • I- 14 OF THIS SUBMITTAL. ALL STORM DRAINAGE PIPES SHALL BE ASTM -t) 3034 PVC SANITARY .SEWER PIPE WITH GASKETED JOINTS OR ADS N - -12 PIPE. Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off- - site or into existing storm drainage facilities . 15. The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 16. Driveways shall comply with City residential standards. Driveway aridth shall be a.10' 'Minjmum and 20' maximum. Slope sha'I l be a maximum of 15 %: IurnIncl radii shall be a minimum of five feet. 17..The driveway stall`i_e designed and sloped sa that drainage from the driveway does not flow onto the 'existing road surface. Wort; affecting traffic flows shal 1; be closely. coordinated with the :City Uti li ties.:inspector. Traffic Control Plans shall be-Submitted to the Inspector for prior approval FROM OCTOBER :1 `THROUGH APRIL 30, COVER ANY SLOPES AND STOCI`PILE,a THAT ARE 3H: 1V OR STEEPER AND HAVE A VERTICAL RI:'�1~.' :(0. - FEET OR MORE. AND WILL BE UNWORrLD FOR GREATER 1THAN : ;12 HOUR;...: DURING `THIS TIME `.PERIOD, COVER OR OTHER DISTURBED AREAS 4. IF THEY WILL BE UNWORKED MORE THAN 2 DAIS .'COVERED COVERED iIATERIAL MUS7. BE STOCKPILED ON SITE AL THE BEGINNING OF THIS PERICD INSPECT . MAINTAIN THIS SrABILIZATION WEEKLY, AND IMMEDIATELY BEFORE, DURING AND IMMEDIATELY FOLLOWING STORMMS . FROM MAY .,1' THROUGH SEPTEMBER ', 0 INSPECT AND MAINTAIN TEMWORARY PREVENTION AND' . SEDIMENT;: AT LEAST MONTHLY. Y . ALL.DISTURBED 'AREAS OF THE SITE SHALL BE PERMANENTLY STABILIZED' PRIOR TO FINAL CONSTRUCTION APPROVAL. Description of work to be done: 2140 S• IQ (AA) 3F4 ern .�e Plan ,6,0D0-0 Type of work: New Single - Family Residence ❑ Addition - Single - Family Residence Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: ® Sewer ❑ Septic (King County Health Dept. approval required - 296 - 4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Phone: '/2s- 33`( - SDI si Proposed New Square Footage: 2\ A sq. ft. Dwelling 01 sq. ft. Covered Deck(s) 41' . sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Contr c tor: 1DL,46trdrn .� Li0OpnleAt Floor Area Ratio: (total floor area of all structures divided by the area of the lot) Street Address: City State /Zip: *For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling • Archite , � �1C/ �'C�17�C�5 * Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. Project Name/Tenant: 6,SiCr•'ift 1 a ki,ks f!Of 3y Value of Construction: a Site Address: City State /Zip: /3 1 )a, 4 b( - ) el mac. Stl►.l Tax Parcel Number • d2&,i 0- WA o3Lfo Prop y Owner: . I) v,fard,, , !YAM io prn c tP Phone: '/2s- 33`( - SDI si StreetAd re s: City State /Zip: /lam' ebx 5,3ag GVe1e {-, (A)'9 9 Sizo(p Fax #: Yes. 53 %- a'/ 1 . Contr c tor: 1DL,46trdrn .� Li0OpnleAt Phone: a Street Address: City State /Zip: Fax #: it • Archite , � �1C/ �'C�17�C�5 Phone: `t 2 .S (v `i1 - 5320 r Street A dress: City State /Zip: /443a LSE /to' c J t ,6ellc VUt,1 9 98007 Fax #: q2--5 (o y1- 53)k Engineer: �., Eric_ l le_1 - 7r Gs, . Phone: `f2s- 771 - Ce Z1 Street Address: ' City State /Zip: / 162 ' Pn / . 5a1 k ,fi. fdiyrond Grin 9goV - Fax #: /. (/2s"- 775- 023/. Contact Person: /�apnle� /9r lke,3 Igo-. Phone: Q bD ✓e, Street Addr s: City State /Zip: a ,/P Fax #: L CITY OF TUK' 'LA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Project Number Permit Number. Single - Family Residential Permit Application Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. PLICANTlREQ FOR PUBLIC WORKS SITEICIVIL PLAN ,REVIEW OF TH FOLI OWI „' ` . r• (Addltlonaire` "views. shall be determined by;the`iPublic Works`Depa'rtment)z ' . ��x9..�, ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ 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 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 tt2asted: _ Date artloaq: Appll`n by: (Initials) PLEASE SIGN BACK OF APPLICATION FORM SFPERMIT.DOC 2/13/97 , BUILDING OWNER OR AUTHORIZED AA NT: Signature: ( Date: q. 22..04.) Print name: C- IP �71 ix Phone: Fax #: Address: I/ .P n f�k ^ ll7J(h 1`i [ - - - -- p City /State /Zip: .i • ALL SINGLE - FAMILY RESID NTIAL PERMIT APPLICATIONS MUST.R SUBMITTED WITH THE FOLLOWING: DRAWINGS PREPAREL . Y A REGISTERED ARCHITECT OR F . %OFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL D ALL DRAWINGS SHILL 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 -11 a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ l7 Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ Foundation plan and details ❑ ❑ Floor plan ❑ ❑ Roof plan ❑ ❑ Building elevations (all views) ❑ ❑ Building height ❑ ❑ Building cross - section ❑ ❑ Structural framing plans and details necessary to completely describe construction ❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". 'Building;Owner /Authorized Agent If ; the' applicant is other than the owner, registered architect/engineer, or`contractor licensed 'by the State of Washington, a; notarized letter from the property owner: authorizing the agent to submit; this permit application and 'obtain the permit;wiU 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. .DOC 1 /9 7 z • w re J U O 0 u W t•- CD � w 0 • d w z � t- 0 w ~ w U� off w w L I O w z 0 H = 0 z •: **4kti.. /rA ltkA**A A* *A**&•• 4;l: A *AA4!.:4::• 4a? d 4 4 `r.l i' ��' C, 1 i�1 <>< *]:i.. Si Fr '"��~ Tt 4 dit�d,,��Cl 4 *.k*A : t. {k..A�ck.A.. *A ,+ kka•kAAA: A *.k * *)1 6.**.; * *Je ?41i* :1te.!rNSM]:1' ;lI.mb.1. F'-S0tl;1V timeiont; i ,Ee2;;.95 07/12/00 ;10:2.1 3: .PR...'m iicd;' •CI3E:Cf:. .110'4ation: DliJi!ttDxit I)1:It1:k.OP Tn•iI-: 'tI_li ' ? » .1,1 l lto'a I): ?O0ii • 1�CJ r' pre: DEVPERN DLVLI OP3d1:14T PERMIT ii.ve:l Pdo° ;'.6i.200 -0 340 ci 131722 42 t ;') t3 1„623.95 1'c t« 1 FALL Hilts:: i3k1 an..ce: ,00 *a :k•Ar : * *1,4.•h.,* A-Ak,\* �.: r.'•�i *•k'A'A, •r•-*. • k** d•P ii AAad• A• 4•***t *•.A. *.k.k * *AA.6•A•A• tacc0'Ant Code I)rncr'ipl: ion (j IYf1 .2' 10 f) BUILDING - R E S 00�0�';3'43 f330 'PLAN 1:Id1:CI( •- RF•:a 000 ' 4a. 0 PLfIN C(ICC1< - UTILITY 000/3dt' 54(aIi : I INN SURCHARGE 00t /J42 -,400 3.P I' F•H.E .. UTILITY 412/341.400 • NS t'. FEE •• STORM DRAIN' Q00,'3'2.,i:GL1 LAND ALTERING PC."h11:1' FEE LAND ALTERING PLiaid l;E•1I ('(( ta1ROlr!11; i.,1Gf1 „cj5 400.90 20„00 4,.50. 15.00 15.00 37.00 23.59. • 591 07/14 9 717 TOTAL. 1685.14 . atF1l3�:` +i;Y`?f.l,,.,?6 4:»- rc:., ,�?d:b i�;.4,iwirm.NUSm•'s.':J r,;�ei�s��8 aa¢'diC •'« ^w.,,tr. a.we r:.:..a d.d 3uc ,..a.Sa,.A,.,r nyr. >ir k*4 *AA * *kh**** et** *AA htA .A*4A•h:l * * * *A *:r *A* AA•d *k4k( ht:t 1, t 4 OF T.UKW,+1 A, WA 1 I + ri 131IT � hA k :1•h * *h�'A *Ak *�• •k• h: Rhft: } *� *Akx:A A• hkh* a *otkhhA:4et4:t *AotA•h*:t .1RANSNIT Nunit,i is R9000290 Amount: 40000 05/25/00 10,48 Payment .`hiethod: CHECK Wotat; ion: KHPPLEq ARCHITEC Init: TI_B u D2000••155 Typo: DEYPEP.M 0EYELDPhfi:lIT PERMIT' Total rw_e!s» 1.,9I3., 'rh i s P 400._0O Total' ALL Pint' a 400.00 f +? I aric a : 1..513„435 *.A*1*k.r*AA **A *.S*A•fi*I **• A• h iAA: k• A*• k: }**A*A*A•h **A*A*A•*•h*hAA * *A L * 4C0 Description Amount O0O /: 2 t w 0O [WILDING IlES 100.00 Pe;i••inii; d'' eii 461'+ 05/26 97.1.7 TOTAL 2400.00 1A ro717'77751 pn ,fan aUS ,i"f 14(4.01...014 GNu “ ,l:%-,i* K.a SlMafgNi�.ilDS ./ to §, J N u. W O' ta O ': gc U C, W W , H U U u) Z : Pro' t: Type of Inspert'iciff op ..' e Address: Date . / Mii Specia instruction-. *3)—i ! a.m� 2 Date wante•: / 0 „Requester: ! . -7 Pone: , r � 2\ . � _4(4 O INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. F INSPECTION RECther) Retain a copy with permit o > — 155 y. PERMIT NO. (206)431 - 367 Corrections required prior to approval. Inspector: )k i Date: l�1 O I 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedulireinspection. Receipt No: Date: a1.�7 ,.* �i,.. +.d,. >:.ut J.ivEiaALs �Si ?.ri�t�».Llx i:U�.y..st+. • +ri mdt ,- .srs;.t', },L9tiiS2aN.�Y¢.`. 'ie(dr 9 -4 ti 0 ? ;�.t' 'SYF.d4?�v:➢Yisirit� t?,Ilud. " . ' • ' - ;'. ' �t;.t.6atiail?wxs�rr:iySit ::w,t'k n:"r;3+tY7e �'+zs J: •r ir � Z 0 N W' w W ; W } 0 Il =: H W TT Z I- 0 Z Lu U u), N` 0 i- = W , F — . 0 ; t• p Project: ( -p ' -R ✓j rtti Type of Inspection: , , / Ry' Address: /37. Z2. 1/ AID out. s Date called: 3/ ; l Special instructions: 3�l Date wanted: , t l a.m. P.m. Requester:_ SCO / Phone: sJ P w 3 /=-( Approved per applicable codes. INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ,. DZQcx'- /S$ PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: 3 10 1 4/ dze-i Akst ciatAfratel ? /z // `. A. 6,01,* D 3/2- /vi ,Cwzi y � Inspector: V Date: 3/7-Ai $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: fla�i7+ ��it c£ fl5frara: aFSasrtsct� :r.ss :ar�aawriCr.. ;a�sriu k HG `LNc+4r;4'itU.'4 trAiw';WriYa Address: Special instructions: Date wanted: Phone: El Approved per applicable codes. 0 Corrections required prior to approval. INSPECTION REC Retain a copy with permit PERMIT NO. . INSPECTION NO. Blvd 6300 Southcenter CITY OF TUKWILA BUILDING DIVISION (206)431 = 3670 - WA 98188 T g of Inspection: EJ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedu e}rr inspection. Sy&914■hs 4 #f 6a'A; Project: F 5c )33t2A Type of Inspctioni S s s - Address: � �� ! Z/77 �o,i G Date called: t q J Jo o Special instructions: Date wanted: t a.m. p.m. Requester; Phone: V; Ss 5 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: X5 CAi ttpwye SjuL P vI5lL. Q �d-t &t s ave. _ n ge r . A( / uie. 7? . Inspector: INSPECTION RECOIcd , Retain a copy with permit 09%-o 3' PERMIT NO. (206)431 -3670 Corrections required prior to approval. c El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. l ' Receipt No: Date: tf r....., -.iti er.,?.r.LL�.rL.rWY:k. r a4ew :Ti X.� 4{$'e✓40 P.4a'aa 1:4t .'.kufhoi.4 "xd�a 1XF: . Jot,,. ^0.tUk+2vT eLml7�ldl :`7.`.apiicdit `1`.';a.catfa5lu' 2 00 to N W W W O. u_ Q = • 0 H = ; Z I 0 W p . 0 1- W W' o ; IL! Z co tJ — 0 Z w o r (,ftk) 11P e on: 'I (49 E .... /JOU AM: ...?.. 40..m Ao s Date called: ky Stglinstrucers: Date wanted: (, / 2m k iwp a..r r r i i Requester: ot.„1,zi P -30 9 (o 0 4 COMMENTS: ''' e.,-eCoecince-. ork 1 Vei/N1- 1-) 1 . I V\ V7Acrk" l o Lt )-)riPlr 1 ■ „ \'\ecA e r olv•C\ -1-"urVN4( Inspector: : ) ...c. I Date: INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd,.#100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 Approved per applicable codes. Corrections required prior to approval. Ei $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: -41 , 'tt frvi .4' 14;ikitGA',...S. v't-litav,90; tUtday..* ok A s $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule rinspection. Date: Receipt No: INSPECTION REC O 1ld Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. ` Corrections required prior to approval. ; coo: COW CO LL W0 2 LL 4C P 0 , 0. W W , !O N G I— W W ' H V ? u.. O l Z ' 0 Project: Vim.,, 1.4", ;;, /el, 3 j Type of I ection: n' 5&. / Address: Date called: » 5 4 ,emu / Special instructions: Date : wante /— / /A .s a.m. Requester: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Ej Corrections required prior to approval. COMMENTS: 1. �.• f l�'�• -P�.� r.. 425 Ei $4 REINSPECTION F ' E REQUIRED. Prior to inspection, fee must be'paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION RECO Retain a copy with permit PERMIT NO. (206)431 -3670 oeriftleavtitaiWicZi Project: . 111+1. 5keV9 4 ,1. L 31: T e of Inspection: Type A.1 dress. Ad e 4— I nL 4-10 t""t V cD Date called: 1 I Q (�' Special instructions: Date want d: ( ` - 14 I )0 ( a.2.22,..- p.m. equester: 0 o wo- 1� ! r� ci INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION REC -1 Retain a copy with permit Approved per applicable codes. COMMENTS: $47.00 REINSPECT! Wf4 FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Corrections required prior to approval. PERMIT NO. (206)431 -3670 :° .�,..� "ass . . ns r4 sy. rolect: 3 , / y e of Inspection: wa (f s ur l a. f rov4 Addrq ess: 1372,a L/ /7 v V t+ 1 1 call 17 -0D Special instructions: - Date Da wanted: ,�1 I W - 20 - cO p.m. Requester: u Phone: X9,5 93D --Toy z ❑ Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 •�%►1 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: $47.0 INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: .' L:: li! i' fc"' lnor�. q.. ��-' �t avd�, k'.�4�'.$..�..:Ci"' + • -11Cy a 9ac�:a..2'Yw,'L:��+1�i k�'6..rf2.{,.l•A,d3s.�.. ... i�u.uaalc.4;ri9.6,:.uwzi'Mirh Fi h..,[ una3i�ccA .irawY.? :tali' i:r.05,aS' 'rStit ' �St taiG,` t. :a';u. .`.n,w.�s,,4Y'"ct rC«wa:-2; z � W ' D. U i tD 0 ;: to O W W u. W 0 .. 2 g J' H Z � I.-0 Z1 2 j C ) co C H = 0 ' 0 • Z 0- H � 0 COMMENTS: I ) p - .....,e / / „ _1 i he, 4 1014 1 / fi 4_// l ( /4 i--ti , 7 5 1- 3 _ — J1 -G.-r t ‘,..t. , d 7 4, , /..f - fre. A ',I,' :5))) 5 "..e....) LI 1 ,ilva/n II-1i 5 s -1;7 tAr p e 11 c.i7XA-7 4 4/7 — 7'I 3 51-V../A/1 0.--1 -e- 4 f I St, .. 0 4, 1 / '5 —2- (1.4,ti ilk) ( Te n 14,15 pi, re,t.ad 1 - z, 74-7--‘,4s 4.,,,,k, ..a.,-. ? _ , i A - „a 7-te /40 z-,7-, Inspector: ../ - Date: froq: --, roe it) r - Lo 5 T of Inspettion/ , ''rrisnknci (5ilazi#1, A dress: 13 1 4 2 — AV - --r Date called: ,) 0 Special instructions: -- Date wanted: Ii — 7 -) (7a ,- ' —p-mr.' Reqwster: P *5 -- 5 30 "" 960q / INSP TION RECO .' Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. (4. PERMIT NO. (206)431-3670 Corrections required prior to approval. • 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I • Receipt No: Date: ..t«Ittup,Atv Irit PA19.1r.MaTM Pl ) Lie it.i/lfAl /131 Type of Inspection: Address: Date called: Special instructions: Date wanted: a.m. P.m. Requester: Phone: Pu INSPEC1TON RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUKDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 El Approved per applicable codes. PERMIT NO. '."" (206)431-3670 Corrections required prior to approval. COMMENTS: ,A-1'J h C374 a. Jo ivOld-ovvo /4/1" �1 41r' iS 41AL — 4o## ao n. eediee-/- ,0 )7 ( 7 0 n-t 2 .42b vd.- )4_1= - • (6-2-q--aD Inspector: Date: 7 (9 0 $47.00 REINSPECTIONF E REQUIRED. Prior to inspection, fee must be paid - at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: . ve , ■ • 4 itior 11 : •%43/4i4 ••+• temsera, • .o.1,*.•aie. COMMENTS: Type of Inspection: erh# id g ' e 0, 5. r Atzpia aote.)(AA-A. A24_14i-d* y 4-e+ & LA Pestu-e ickai 70 F_,-4.7r- rt_46 Date wanted:v P.m. A. a Aio,a4 r,dvl, ea4S 9 As. rtyltria:t,e , 6 if 57US Project:. V69-t.‘1 Type of Inspection: Address: Date called: Ora Special instructions: Gor 3Y Date wanted:v P.m. Requester: 01 44446 Phone: INSPECTION RECORD' Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ' PERMIT NO. (206)431-3670 LI Approved per applicable codes. [II Corrections required prior to approval. Inspector: a() Date: er $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 400.4 Nht. , anAiltaUa: 6 0 0 0 co 0 co uj 0 2 • < co w • z ▪ 0 z tu D CO 0 W uj I I Um. 0 Z LLI 0 COMMENTS: t r' , -r Vie t t) "PC LtLLk C.:( p1 V uot j mss.): r A r ,N....*..007, ,O, 0.) 1i \C \ VN-P-fq S 6 34 Date wanted: a.m. /�� d� .. 3. .qtr w' i$ Ct 1/\ CX ?LW, nr GI va i a 1nl A \ e L6 t M \ C CH f PCA 100 )t)) f o w\ ,-( - e c t 111 P ' ct: t r' , -r Vie t T e of Inspection: 1 litfei r mss.): , i d S. Date called: J 0 / it instructions: pecial 1 _k-'-' 34 Date wanted: a.m. /�� d� .. Requester: Phone `7 a5 -s6 /8 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pa /65 ev PERMIT NO. (206)431 -3674 Approved per applicable codes. /orrections required prior to approval. Inspector 9 1�" jrcs,_ Date: la 1) -'' 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: Project: Fb Type of Inspection: Address: 1 .... 6 7 22, Date called: Special instructions: "t Date wanted: t t ,r a.m. p.m. Requester: �� S CziTT / ►1 �1Ml�v Phone: INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 0 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: S( S Inspector: Date: G l 1 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: Y.„c�... , K. aae`+ ib�a: sy. u.. a+ e. s: istip, s, �n 'sa�r.�cNe[,�;.�a,.t�i.�;:Juda nt&�1d�if�.es1'r"wJ3x.:W1.'r er 114 !i4` i•rzdF. PtiiettRildr..i4:44;S ,:4aiuiv ''ate ' .6.A0a r4 00 to 0 N W ; w 0 ` J LL Q ; wd ! = w I- Z o 0 . 0 I— V' H —; 0 O COMMENTS: �. Do )L f o r C. A G L Voce_ hn/4-ft, rat ,x( .cT7cwt:( i tzeki iJE-s7 . 1 1 Z i' V1PN;1964) �rAt SCNr c\ \ 'C r Q - 2 — S rimy wa u c G C i9Y11,aa 71 3' A- /.9 /L /tilt' (4.4 e- 7?/ /249 5 & 214 A /.�Les- ( '77 -767 /r77G7 1 PG7V // S ,17Z S nA- 71' M.14 .�A,Q2t/7 /A- ( /19 6 23 6 c t'/7 c-g. iz 1 ,4 9 - I , _. A Project. Gx� 7x�tz e.J Type of Ins ection t t 7 /At- s t/ae. Address: Date called: 9 -44 00 Special instructions: Z .,....-- 1 Date wanted: 1' ?) �M+�1 00 a.m. P.m. Requester: Phone: INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspe : j 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: �ax5'^ 'a 7x , �.}� �; X�o. 'qN.+S:" ^1.�f..:.: :7,Z::y.^ �' •L..u :n'..:1_.. v: te • prod: •• .d..iu w. • '"•Jr�Fi..wL..r 6 J U 0 0 c o W = ' J W O LL < u2 v I Z Z H' 0 - 0 tu I W . I- - ti Z U- 0 Z Project. 3 (Me r V t? W *1 3 r/ TYpvI Irtspection: SkPUr I4)4► I Address: IS11 L\ l , A J � f - Date'calle 9—Z0,00 Date wanted: 00 p gs'�1` 00 Special instructions: Requester: Phone: s INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. COMMENTS: Inspector: ( x L C AN. AmLt $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: PERMIT NO. (206)431 -3670 Corrections required prior to approval. Date: (la `�� 00 kl yal5i*4aYtxl. +i .ti: k iflF.'i.�v�J::1 Z W 0 O' O , W iU N u. LU 0 } J u_Q Vi F Z I—. Z 0> O N = 0 H V LI 0 i Z lid � ! 0 t-, Z Project: c L.14 r li iP. l,�+ L. S4C4 L vi- 3 k . ! T of Inspection: e C le t-�.)C.� ' i t t ' t(1 i '{ - -1 . y' A J D ri e - 5- 00 ,J Special instructions: Date wanted: ilab Requester: Phone: -- 1:zS - 3 3c -1 -7v . INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. 4 _ Corrections. required prior to approval. COMMENTS: Date 7( Gz:� $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: 1e0 h N -Lai 3_ TZS'i l � t'S Type of Inspection: C. k -V. S pa CSL.� Address: a called: /kh 1 /0.-0Uc /h. 5 4.4, s % Special instructions: • B e wante a.ni. r C . p.m. Requester: 33t-q( I cel -,_ _ r 1. s,. ,i^.. Lt1 n I,.t., S11P — / - COMMENTS: 04 if, (2. ) rr /evi -- p✓., /5 4 .1/M , ,. c4.4..4, / "Z./ ..._ . /kh 1 /0.-0Uc /h. 5 4.4, s % t,e/ 5-1- Gl 1(-4 *t7/ Ir u y� I il . .`,� r.,/- , // 5 1,4.. / �i /_24.. h it 1��1 l eel. / , �j 6 .,,,, l i e g i-i N, _ C H .P../. .4.--44vi-- s x_ e _.///72-7 kg-„ {) y.a ,..-z, ,.'.,& 4., /, Inspector: A40-1 Date: 6--7, -a, 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. PERMIT NO. (206)431 -3670 ction rs equirecl prior to approval: $47.00 REINSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No: Date: ''t6v`"i'a t2.c3�: i�iGa' �3'';!+ �Si�tivSC+ Y►' sr"". f.;:' x_ itdrr7yt�'.^}.,'- 1w f. �t! Lyi9: a7' ft. 4: '►Y3:u°�>'�lMF12'ks:.'.Gi1.`iL1 • .r.aLkxr. a:! i�1: ii�rE;.:iJ�'•r+�iiro't+'i�t`t0ei :i. "'J'.�•f¢eli3 ''YF &WN' ;.h 11 i r ' 7: Z re II If p U ; Cl) 0 w w; CO IL w0 Q . N m ; -±- d H =: Z 0 0 H '. W w LL O % W Z N Z Project: ) . %^ V� ' ' � Type of Inspection: n - � /�l Z4V A" Address: Y /3122 � 10/4 Date ca led: I Special`Rtstructions: Date wante Reque 4/ Phone: ` I TAIX `t'" INSPECTION RECOR 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. Corrections required prior to approval. COMMENTS: ❑ $47.00 REINSPECTION FEE REQ IRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. s Receipt No: Date: • ° :S A.::4 A ' . I- ct 00 0 „ 2 LLa H W, Z ~~ V 0 En •0 WW` Z I-- V: lL �. 0 — 0 Z CL;iai' v. 4414 .,a�7.:.'tr"�a� INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Project si ' iJ 4;..) Address: / 3722 4'a ,4v S. Special instructions: ZOr` a 1 Type of Inspection: Date called: Date wanted: I4' a a.m. p.m. Request�� Phone: Approved per applicable codes. COMMENTS: 0/xi Inspector: 61l Date: 470 r El $ . 0 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: INSPECTION RECOO Retain a copy with permit Corrections required prior to approval. PERMIT NO. (206)431 -3670 �ti.�'.e:.�sif:�:t•'•• •.+• 2': �c7 .:'..+..at'di;'.::,::r�e;::. s >.,,s.r.tiai rs.sk+tL ;mss 7' f.4 s ? i4 44'ehtAil4 ' t U b S'd U4r Sufi . ; uiw lG. ti 1s7 `3 "u F ' U UO CO 0 W J w • 0 J . u . N Q ICJ uj H= OI Z I—: U 0 0 i 0 I— W w O : t .. Z O t— ' z Project: FrN{rvlPt) C'51cl.-IC�- Lo+ 3` I Type of Inspection: , ,c )rctcch - b (C )c (IS 131 7 d �2- A- ,l s ? Special instructions: Date wanted: ;j - ` C �- [ a.m. p.m. P INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. Corrections required prior to approval. COMMENTS: $47.00 REINSPECTIO EE QUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Y� .�1/ii:+;ici.1.J>Jr�X ��`�LGa.�iA wa �'L�� a •� � a`.M 'vuC1'1f`:..HL' u PERMIT NO. (206)431 -3670 0„.4,14;=' i'> sht °+zdi — e ins :iYy�ae s «'sie•u . l ue is s nta4 c.d 4d. coati xK.K (A . t , liAtila.}4 AAttrA# i ?4.1 d0a%, bk +t:r4'�'arrlsdsai .r3e�d: `•: ' ii ; 2 0 ` j, n 0 0 ' Wr LL t 0; . • Z • 0—, OH. Z Prppject: Typg.of Inspection: Address: G iZ. 72Z � /z v AVM . Date called: Z$ -00. Special instructions: Date wanted: "7- 3 /- c + p.m. Requester: Phone: 2e x - 7ss - ,za - INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECO Retain a copy with permit Corrections required prior to approval. COMMENTS : - i / .4/.ri:t ^. /Aloft i $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ....s ux ra- i {' ;3+LaY(aWie3 1-- ) 2 66:0- I PERMIT NO. (206)431 -3670 ar• -x_ Project: Z01 34/ - 1.f Vi h) Ty e of In pgction: T(? -!mil s Address: /2)72.2 4/2 /trite_. Date called: 7-.P CO Special instructions: G Gc) ©G ! `k-L 'flied -. a r t1 /0 ?Y /I i7� 055 . ��-C. • Date wanted: - 7"l� g "Oa) a.rf . ` p.m. ( /a y / ' Phone: INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ru e • M -1 -ro PERMIT NO. (206)431 -3670 El Approved per applicable codes. corrections required prior to approval. COMMENTS: 0 $47.00 EINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: v O N 0 • LL w 0 _ v - = Z 1- a Z 1- Au tu U o 0 co; tu = V 0 ; Cu z .. p City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief Project Name FOSk C • Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature �wr.� .'S�"�x oy, ���.. �i,�: yti �ti �v»�►.'PM��;mf�'1.:��;:3 ti.. ',3 �: {� y � ' • , a� ?f.:.,7.... / l TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Address �� i-2. 42 o& A. Retain current inspection schedule Needs shift inspection • Approved without correction notice Approved with correction notice issued FINALAPP.FRM T.F.D. Form F.P. 85 POIOI Date Permit No. .1J 9•c — 1 55 Suite # Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 z 00 CO U ' J =. LL' w 0 2 u- = a, w z � F- z F- w ut U �! O —, D H, w uJ I U � Z w U= O z Jamieson Consulting Job No. 20181 RETAINING WALL FOR FOSTERVIEW ESTATES TUKWILLA, WASHINGTON NOTE: This stamp applies to the members and assemblies described in these calculations only and is only valid if it is a wet stamp. JAMIESON CONSULTING CONSULTING ENGINEERS PROJECT MANAGEMENT 733 7TH AVE, STE 108 KIRKLAND WA 98033 (425) 803 -2581 FAX 803 -3289 JC JAMIESON CONSL..,TING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B.1 • KIRKLAND WA 98033 ' ' ^ 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 H Lf fs fs2 Lf /3 X 2Lf /3 F Fk FS Mot Mr Mu w w2 w3 x1 x2 x3 x4 7'c 2500 Pl 7I 4 ' 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 # TM # -ft # - ft # - ft # ft ft ft ft = 40,x5/ / /ri n CcK Foop4/6 spMs dotzlz. 2.#4 d/",,o= 0317 41 = /fit 14 Iwo 14 = 21 JCF. NAME F0571 .., �I���la/ JOE NC. ZO r et 6Y 1 DATE 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 6 t► as I 4 /"\ o :aasviunW,w SHEET NO, ' CF S � (?6,o .4 10 /1 0, C. CEVT5z Al O -r� 4J Chi /LO ''or c., 4-C.i , 3E AD S (3) #4 coAP 3 /'CLE/K JAMIESON CONS .JTING Consul :ing Engineering & Project Management 4 901 KIRKLAND AVE STE B•1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3289 -/zsco Fs1 =le0 Ks/ /1/,5g 40,0 CAZe 5P4&) Fog 5G(1)( 0,447- a 23 e/ h flu _ zo. Z --111( 1 / 20, 3Crz, 1, / 8) JOB NAME / -, VI E(/V JOB NO, 20 (el TYPICAL CANTILEVERED RETAINING WALL INPUT NAME OUTPUT UNITS COMMENT 35 EFP # / ft3 Equivalent fluid pressure 0.267 Cf Coefficient of friction against sliding (includes Factor of Safety of 1.5) 5.33 a ft Height of earth above "base" 50 w4 # Weight on top of wall 0.67 w ft Wall thickness 0.67 t ft Footing thickness 0.50 toe ft Length of toe 1.33 heel ft Length of heel H 6.00 ft Overall height of equivalent fluid Lf 2.50 ft Total footing width fs 1,643 # / ft2 Soil bearing if X is in mid 1/3 fs2 1,724 # / ft2 Soil bearing if X is not in mid 1/3 Lf /3 0.83 ft X 0.65 ft Location of resultant force 2Lf /3 1.66 ft F 630 # Total horizontal force Fk 180 # Net sliding force per foot FS 1.871 Net factor against overturning Mot 1,260 # - ft Overturning moment Mr 2,358 # - ft Resisting moment Mu 1,502 # - ft Ultimate moment for concrete design W 1,685 # Total weight on footing w1 851 # Soil weight on heel (120 pcf) w2 533 # Weight of wall w3 251 # Weight of footing x1 1.83 ft x2 0.83 ft x3 1.25 ft x4 0.83 ft DATE SHEET NO. 'L Or' 3 "a z ,' n 11 BY 2 116,0 I 4 rtg Nom' • w 9 cn u_ w 0 N �f w Z ` H 0 j 0 0N' : . 0 w w' 0 w Z N' . H = 0 1- Z C JAMIESON CONSL..t'ING Consulting Engineering & Protect Management 1301 KIRKLAND AVE STE B•1 • KIRKLAND WA 98033 '''s) 803.2581 • FAX (425) 803.3289 INPUT 35 0.267 6 0.67 0.67 2.00 0.83 TYPICAL CANTILEVERED RETAINING WALL w/ 50 psf vehicle surcharge NAME OUTPUT UNITS EFP # /ft3 Cf a w toe heel H 6.67 Lf 3.50 fs 1,155 fs2 1,246 Lf /3 1.17 X 0,85 2Lf /3 2.33 F 1,079 Fk 654 FS 1.515 Mot 2,631 Mr 3,985 Mu 3,672 W 1,591 w1 639 w2 600 w3 351 x1 3.08 x2 2.33 x3 1.75 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft .1 sc 0 Fs, 01 .Aunt. 3&'7P/ G 4 e RA!' 'L ft f+ orc, 5 I 5111)/11& roomNG 5p�it)5 JOB NAME Fosn - -v /eW JOB NO. DATE SHEET NO. i! 0= COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety = 1.5) Height of earth above "base" Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment A Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing III= -I IEII i 2 ".o" BY 1 (2) 4 4- 7VP IS. 4 /OtO,Ct *4e gf",o,c, J -s" ©,c, 5)4ct7 (z)g - • ``Z.� 3 1 `GGi� fri/- Q,t n LIJ CC 2 c.)0i ( CO u. w wa n Z Z I - ON 0 1- w u j I U wH — O' w Z ' U N: O ' z .` JAMIESON CONSL .LI Consulting Engineering & Project Management 4,901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803 -3289 INPUT 35 0.267 7.33 0.67 0.67 1.33 2.00 TYPICAL CANTILEVERED RETAINING WALL wl 50 psf vehicle surcharge NAME EFP Cf a w toe heel Lf fs fs2 Lf /3 X 2Lf /3 Fk FS Mot Mr Mu w1 w2 w3 x1 x2 x3 OUTPUT UNITS 8,00 4.00 1,770 1,831 1.33 1.09 2.66 1,487 687 1.754 4,330 7,595 6,189 2,994 1859 733 402 3.00 1.66 2.00 # / ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft JOB NAME JOB NO. 2 e DATE SHEET NO.. OF COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety = 1.5) Height of earth above "base" Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force 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 -�-- (Of Z K, 45` o r371, t F/,t'D ►l, /,/ > g_ *4 &/2 "a, C. il /1.= 525' IA/ p4? J5 // iz r L = 22 du= r¢K, b = err a 42" 13 7- • Or3 /AI' C (3) 4 1 0 BY . 7,* 41?6. g 2-0" • re 2 V Q CO CIO. w CO Li. w 0 i J u- < a .w w , 0 0 Ni ;o w Wi Z — O ui Z ` z: C j * JAMIESON CONS ��TING Consulting Engineering & Project Management •4,901 KIRKLAND AVE STE B•1 • KIRKLAND WA 98033 803.2581 • FAX (425) 803.3289 c-2500 7 ( -Py ` 4o KS/ a 5,07 K d4s1 4 - 0, 57/4J T>• TS CANTILEVERED RETAINING WALL W/ BASE SLAB INPUT NAME OUTPUT 35 EFP 8 a 0.67 w 0.67 t 2.08 toe 0.67 heel Lf fs fs2 Lf /3 X 2Lf /3 FS Mot Mr Mu W w2 w3 x1 x2 x3 l� FWD /I o,e #' c? /ono, 8.00 3.42 1,314 1,406 1.14 0.85 2.28 1,120 1.507 2,987 4,501 5,077 1 ,787 643 800 343 3.08 2.41 1.71 ft UNITS COMMENT # / ft3 Equivalent fluid pressure ft Height of earth above base slab ft Wall thickness ft Footing thickness ft Length of toe ft Length of heel ft Overall height of equivalent fluid ft Total footing width # / ft2 Soil bearing if X is in mid 1/3 # / ft2 Soil bearing if X is not in mid 1/3 ft ft Location of resultant force ft Total horizontal force Net factor against overturning # - ft Overturning moment # - ft Resisting moment # - ft Ultimate moment for concrete design Total weight on footing # Soil weight on heel (120 pcf) # Weight of wall # Weight of footing ft -_- - ft JOB NAME 1 57 g-V «W JOB NO. act tea BYY ITV IL DATE SHEET NO. 1 OF • it "I z -I eft 5/PAb (z)ii4 70P 4 12 JL 4 /O tot c, yitlYa" c‘x, 2. c4 Or G ().#. 4 caw' JC JAMIESON CONS TING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803-2581 • FAX (425) 803.3289 NAME OUTPUT EFP a w toe heel H 10.00 Lf 4.17 fs 1,811 fs2 1,932 Lf /3 1.39 X 1.04 2Lf /3 2.78 F 1,750 FS 1.539 Mot 5,833 Mr 8,979 Mu 9,917 W 3,019 w1 1500 w2 1001 w3 519 x1 3.54 x2 2.58 x3 2.08 CANTILEVERED RETAINING WALL W/ BASE SLAB C. ra. c INPUT 35 10 0.67 0.83 2.25 1.25 N/= 2500 P 4= 40 or #4 OKs/ *5 ��u = 9,92 /`' d= 6' � 5 = 0,4/ .0L.5 c- &so UNITS # /ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft # - ft # - ft # - ft ft ft ft 2,65 e0 t(5 (D JOB NAME F JOB NO ,. DATE SHEET NO, CD OF 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 ft Location of resultant force ft Total horizontal force Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing • • Co) n'P • �t It i / -3 C JAMIESON CONS, ZFING Consulting Engineering & Project Management • 901 KIRKLAND AVE STE B•1 • KIRKLAND WA 98033 803.2581 • FAX (425) 803.3289 CANTILEVERED RETAINING WALL W/ BASE SLAB INPUT 35 12 0.83 0.83 3,17 1.25 ZO O 4=40 g-s/ 4$ - _(� f ( -#5 /4 /zz"`' ds" 4 w 4iforc, F /AVD 11/ F0 4((2'0,C, of 0' A4c= 3 5¢1` �0 7' OD' ° fu �o f • F057, . VIEW 2Z0 /8t JOB NAME JOE NO. DATE NAME OUTPUT UNITS COMMENT EFP # / ft3 Equivalent fluid pressure a ft Height of earth above base slab w ft Wall thickness t ft Footing thickness toe ft Length of toe heel ft Length of heel H - 12.00 ft Overall height of equivalent fluid Lf 5.25 ft Total footing width fs 1,850 # /ft2 Soil bearing if X is in mid 1/3 fs2 1,954 # / ft2 Soil bearing if X is not in mid 1/3 Lf /3 1.75 ft X 1.35 ft Location of resultant force 2Lf /3 3,50 ft F 2,520 # Total horizontal force FS 1.527 Net factor against overturning Mot 10,080 # - ft Overturning moment Mr 15,397 # - ft Resisting moment Mu 17,136 # - ft Ultimate moment for concrete design W 3,948 # Total weight on footing w1 1800 # Soil weight on heel (12Q w2 1494 # Weight of wall w3 654. # Weight of footing x1 4.63 ft x2 3.59 ft x3 2.63 ft N N • e SHEET NO,. 7 OF (ToP I)5tll 1 1 44 r li 1-----44 6e "0, c, L ()j4- co,JT, o'/ If- 3„ �t 4 @. /2 0,C II 2 Di U 0 ON 0 W W; IL 17- 'U Z z JC JAMIESON CONS ✓TING Consulting Engineering R Project Management 901 KIRKLAND AVE STE B•1 • KIRKLAND WA 98033 (425) 803-2581 • FAX (425) 803.3289 CANTILEVERED RETAINING WALL W/ BASE SLAB and 50 psf vehicle surcharge INPUT 35 12 0.83 0.83 3,33 1.83 NAME OUTPUT EFP a w toe heel H 12.00 Lf 5.99 fs 1,981 fs2 2,059 Lf /3 2.00 X 1.61 2Lf /3 3,99 F 3,120 FS 1.584 Mot 13,680 Mr 21,667 Mu 23,256 W 4,966 w1 2727 w2 1494 w3 746 x1 5.08 x2 3.75 x3 3.00 UNITS # /ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft # - ft # - ft # - ft ft ft ft 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 •cf) Weight of wall Weight of footing - z opsi 4o,es/ 4- Ast 4 Ale 23.5K d-= gel 4= 0,74,41z ti 443s5-1/0,c, .� f � o k w PAID 4 0/z - 4S/0 il o, c )'.\)' -0 ), a = 5.31 '`' '1/0" o .,' \j' .1 V) O T. �l�- VI�Vt! JOB NAME JOB NO. DATE SHEET NO „__ OF 2 BY ° VJ z N NT5 t ^ ( • . r � r • l _ II I 4 S' r C' °c'-. -4 /o "o C V:, ft(/‘ l;/2111'.tE40. lo i 4•5 j GZ60 5110,c, • I � / tl fix 3 -D G/ :?c, i (7) ,,4 c„,, / • /0 ,t )1' I1o„ Nr5 L i t ' O. z �s off' 0 1_- - _ w w a O z 0 l a � O z._ C JAMIESON CONS LTING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B.1 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803.3289 2.(30 psr Ksl u = 3,9g' a 6" 45= 0.3,4i7 4Soc, F/411) " FD4 .- e /'o,c, a = 499' 447' lfl� OJT o/x/& poorm s~P47CJs /VAT P,s/ V INPUT 35 0.267 7.33 50 0.67 0.67 0.67 2.50 NAME OUTPUT UNITS EFP # /ft3 Cf a w4 w t toe heel H 8,00 Lf 3.84 fs 1,788 fs2 1,789 Lf /3 1.28 X 1.26 2Lf /3 2.56 F 1,120 Fk 221 FS 2.416 Mot 2,987 Mr 7,215 Mu 3,906 W 3,368 w1 2199 w2 733 w3 386 x1 2.59 x2 1.00 x3 1.92 x4 1.00 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft JOB NAME JOB NO DATE TYPICAL CANTILEVERED RETAINING WALL COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete desi Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing J 3 , 4 N O • SHEET NO. OF (2)ii TOP • • • g tt 3'cLP s ull I ll i ll IYz L A-z ePLe' r 4)< 30'@8oc, (C5)-#4- coNT ■ BY io/ Tab c'+th'(:vA:.ean1 •'t:f••.. --+u e iie; `. br i4 . r.44.4 M 6 CD w O i I i o z H; n p O co o � 111 u I-- U g_0 Z ` w _CD O ~ z JOB NAME JOB NO. BY 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803.3289 DATE SHEET NO OF INPUT 35 0.267 JAMIESON CONS _ LTING Consulting Engineering & Project Management 9.17 50 0.67 0.83 1.00 3.67 TYPICAL CANTILEVERED RETAINING WALL I I ij Pa s o NAME OUTPUT UNITS EFP # /ft3 Cf ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft a w4 w toe heel Lf fs fs2 Lf /3 X 2Lf /3 Fk FS Mot Mr Mu w1 w2 w3 x1 x2 x3 x4 10.00 5.34 1,854 1,885 1.78 2.01 3.56 1,750 236 2.950 5,833 17,206 7,647 5,670 4038 917 664 3.50 1.33 2.67 1.33 # - ft # -ft # - ft ft ft ft ft TC - z5copv 4o KS/ - 7 6 5 '` 447/// 4 5' VD I V" Poe 4e/o' au= 3, (7' 6175' AID VET sLONG: FccriniG PA-k #0 tea, NET OP /Ph -/V . 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 V • /- (z� 4-4 iv? 3 8'' (tits) • mo U 0; co o' cn co U. w 0 ' IL N � CJ 2 j ' V 0 ' O OF W? H V 0 • JC INPUT 35 0.267 JAMIESON CONSI. _XING Consulting Engineering & Project Management 301 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803 -3289 11.17 62 0.83 0.83 1.50 4.67 TYPICAL CANTILEVERED RETAINING WALL NAME OUTPUT UNITS EFP # /ft3 Cf a w4 w toe heel Lf fs fs2 Lf /3 X 2Lf /3 Fk FS Mot Mr Mu W 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 -�� z Ff 4-4O/ �v0 045) /h /3,83K/ d e" 4 a4/ 4 5 c 9'0. c, (& 6o) F/ND ' W"Foe 4 9''or c, a 475' 1-i= 77s' , (10 SGI D/4) ,VT/NJ 3 p44' // (z, to NOT OF pA 3 I CCg JOB NAME JOB NO. DATE COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete desi Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing • • SHEET NO. OF * . .. .wMMI ProOs mFamovevacewnnmww:znewan.. roM7,.w,.. .........,,.,- ........ BY 1 11= l/ (I 4'rC, #4 - 911orc, cLEA- r g,4-- '@ g 'orc, (S)i4- cvtIT • • • / n 'f 10 q 4 ~8 (Nr5) 20020314001964 DOCUMENT TITLE(S) (or transactions contained therein) 4 i t 1 it _ t 2. SECOND AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS, RESTRICTIONS, EASEMENTS AND RESERVATIONS FOR FOSTERVIEW ESTATES REFERENCE NUMBER(S) OF DOCUMENTS ASSIGNED OR RELEASED: �J • 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 mLt. rribURANCE COMPANY MS placed the document of record ,1s a customer courtesy DUJARDIN DEVELOPMENT COMPANY and accrpls no liability for the X96 tglt or validity of M ❑ 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 328 @49@03x>1 04Ats1 (3Ci4 c See Attached ■ Assessor Tax # not yet assigned i Cr) RETURN ADDRESS Brent Carson BUCK & GORDON 902 WATERFRONT PLACE 1011 WESTERN AVENUE SEATTLE, WA 98104 WASHINGTON STATE RECORDER'S Cover Sheet (Rcw 65 04) Y \WPIDUJARDINFOSTER2NDAMEN D JMO.DOC .M1714.!MF"E,w m10, 015, N7:a - ..0*' r>EfFiiP;��'\ I II I � III 111 I 1 III I II ; n 2002031'1 III; CHICAGO TITLE PAG 001 O e08D KING COUNTY' &IAZ 1 I I Ill II I I pl I III III II I I I I I p II � II II II II III UI III III I lu III III pl 1 III I I III III ' I I , l II II II II II JI n I II 1 11 I1 III 1 I1 III I II I III 1 1 1 11 I ' I I' 11 11 1 U II II II II IIII II 1r1 III I I I I III I 11 I u III 111 111 I I I I I I I I I I 11 1 III II: I I n '� I II I 1 I II it II Il l III II III II III 1 dl 111 0 19 r,n 1 00 64 5h.rol- ''01rPs M'r' +^YM1 •:r.n ,•rpn aiN- H'+tiN!srnxn••!•^•w+v;tu vxr,+m+�,r�.+r K. Prima« r. 4, rrumryrH. rr, wx+ lr.•., �e�,. nr�e. iLS.P.'.5.2»SS,�_`F.7T+'ImV�>Rf ":! re W 3 U O NO J �. IL w0 2 Lo O ZF F- 0 Z F- U 0 ; O N I ci w , 1i. 0 • Z C2 i= � ''. 0 SECOND AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS, RESTRICTIONS, EASEMENTS AND RESERVATIONS FOR FOSTERVIEW ESTATES, A PLANNED RESIDENTIAL DEVELOPMENT This Second Amendment to Declaration of Protective Covenants, Restrictions, Easements and Agreements for Fosterview Estates, a Planned Residential Development (the "Second Amendment ") is made this l3 day of ` t 4c.0- , 2002 by Dulardin Development Company, a Washington corporation ( "Declarant ") CHICAGO TITLE INSURANCE COMPANY has placed the document of record as a customer courtesy and the accepts no liability for RECITALS AND DECLARATION the ac6uraCy br validity of RIP documt A Declarant is the developer of the real property and improvements thereon legally described in Exhibit A (the "Property"), commonly known as the Plat of Fosterview Estates The Property is comprised of all the real property shown on maps recorded with the King County under Recording No 20000505000735, Volume 194, Pages 062 -065 B Declarant previously recorded that certain Declaration of Protective Covenants, a Restrictions, Easements and Agreements for Fosterview Estates, a Planned Residential Development (the "Declaration ") under King County Recording No 20000505000736 The Declaration was previously amended by a First Amendment to the Declaration (the "First Amendment ") recorded under King County Recording No 20000505000737 C As the Development Period (as defined in the Declaration) has not 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 \WP1DUJAADIIJTOSIER2NDAMEN D JMO.DOC 2 1 Y_3e.9xr ,z + usrr >w ±tiL• •,• y—.•• -, a >r € ollao 4iUTr triefe 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 1 4 The mamtenance, 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 mamtenance, 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 1 7. The maintenance of the trails beginning at the cul de sac end of South 137th Place to and along the North boundary of the plat as shown on the plat map. The Association may provide such additional common mamtenance that it determines to be m the best interest of the Owners 2. Maintenance Responsibilities - Retaining Walls. A new subsection 5 2 5 is added to Section 5 2 of the Declaration as follows 5.2.5. Retaining Walls. The Owners of any lot on which all or part of a retaining wall is located (except those walls specifically referenced in Sections 5 1 5, 5 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 \WPDU3ARD]NTOSTER2NDAMEN D NO DOC 3 Maintenance, provided the Responsible Owner shall fully restore to substantially its original condition any area of the adjacent lot (including, without limitation, any improvements or landscaping) as is disturbed or damaged through the exercise of nghts under this easement 3. Ratification. Except as expressly amended by this Second Amendment, all of the terms, covenants, conditions and easements set forth in the Declaration as previously amended by the First Amendment shall continue in full force and effect and are hereby ratified by the Declarant DECLARANT: (Printed Name) Its Ai ,s, Wei► STATE OF WASHINGTON ) ) COUNTY OF KING ) S S. On this day personally appeared before me )AUro ket €, to me known to be the rt.65mOsrcr of Dujardin Development Company, the corporation who executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act of said corporation, for the uses and purposes therem mentioned, and on oath stated that he was authorized to execute the said instrument GIVEN under my hand and official seal this 13 day of • Op L'V ASN\N Y 1 WPIDCUARDDJIFOSTER]NDM¢N UAW DOC 4 ture) CI IICAGO TIRE INSURANCE COMPANY has placed the document of record as a customer courtesy and accepts no liability for the accuracy or validity of the document. . mAect4 , 2002 ---- � n� oMn. )- . tson (Print Name) Notary Public in and for the State of Washington, residing at TME. My commission expires 3 - I $ -0 5 Plat of Fosterview Estates, recorded under King County Recording No 20000505000735, Volume 194, Pages 062 -065, records of King County, Washington. Y 1WrDWARDMOSTER2NDAMEN D IMO DOC EXH BTT A LEGAL DESCRIPTION 5 CHICACO TIRE INSURANCE COMPANY has placed the document of record <Is a customer courtesy and accepts no hab ty for the accuracy or vehddy 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 Tm.E INSURANCE COMPANY has pl: cnd the document of record as o customer courtesy and dcrepts no liability for tho accuracy or valtdity of the documaMt, 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 z r: te W 0 0 ; moo, wW -J_ W O, = v: z F- 0. z 0 N . W A O; W Z z • • TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Subject: Final Report Earthwork Observation and Testing Fosterview Estates, Lot 34 Tukwila, Washington Reference: Plan Review, Fosterview Estates, Lot 34, Terra Associates, Inc., dated May 12, 2000. Dear Mr. Fowler: December 15, 2000 Project No. T- 1515 -2 As requested, we provided intermittent earthwork observation and testing services during grading and construction of foundations for Lot 34 of Fosterview Estates in Tukwila. The purpose of our work was to verify that the geotechnical engineering aspects of the project were completed in accordance with recommendations outlined in the referenced plan review letter and Kappler Architects' construction drawings. Our services on the project consisted of observation and testing of the following elements: Structural fill placement and compaction Foundation subgrades Garage floor subgrades Pavement/driveway subgrades Based on our field observations and test results, it is our opinion that earthwork and foundation construction on Lot 34 has been prepared in general accordance with project specifications and recommendations provided in the referenced plan review letter. Foundation subgrades observed by our firm will provide satisfactory support for footings using a bearing capacity of 2,000 pounds per square foot (psf). We have enclosed a copy of our field memo delineating the foundation subgrade conditions noted during our site visit. 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 • terra@terra- associates.com z no ILI v U 0 i N O ? u)W' 9 S u W 0 ` g co O _ v H W z I—i 1.1J uj n O N ; . O I- W `;: • U • r O ▪ z O Z: Mr. Bill Fowler December 15, 2000 This work was performed and this letter prepared their authorized representatives. We trust the information presented is sufficient additional information, please call. Sincerely yours, TERRA ASSOCIATES, INC. P Bernard P. Knoll s Staff Engineer _k -'p '1 Anil : utail, P.E. :sue t ,.� • Principal • BK/AB:ae 5.:¢.Pi8E; I:19101 Encl: Footing Excavation Examination Report Mr. John Kappler, Kappler Architects specifically for the use of Dujardin Development Company and for your current needs. If you have any questions or require Project No. T- 1515 -2 Page No. 2 w !. r4 2 o0 co 0 0 w i co IL w 0 2 uQ w,. Z 1- 0 .w w 2 0' D 0 1_; w 1 �? .Z i co 0 DATE FOOTINGS EXAMINED PROJECT NAME: fo5TER V I F t..1 CONTRACTOR: O-1 NOTES: I) UPON - S1,, L') SIGNATURE s TERRA ASSOCIATES REPRESENTATIVE TERRA ASSOCIATE, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone: (206) 821 -7777 • FAX (206) 821 -4334 FOOTING EXCAVATION EXAMINATION REPORT I9 Zoo(' DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: LOT tt 3 PROJECT NO. 1 S - z. PROJECT LOCATION: -1." `^t <w l 0 ' , W A REPRESENTATIVE: GARi e>JMS - A p n .1.13 OQSi (z .J&o Tof7A/ ITS TEarz ()Pi mu.-J NAT 'TN F S LiA4rz Co/00 M.3j.S 1=x Posac IiJ TNT R3<Ti s (-?F L,- 34 PIZF P o E Ob c.-rF F-oR ter-+ F 2. 9'00 ( 66-A GAGAC rr7 Our representative has examined only the footing excavations listed above. The results of this examination are only valid for a period of 48 hours. If any change in the subgrade conditions occurs, we should be promptly notified. Any loosened so is observed in foundation areas due to construction activity or rainfall should be removed prior to concrete placement. COPY TO (7A29 (5/7F) U 0 co o (OW W z . f- ; W o 2 iL Q W d FW Z H' Z 2 j ` no o N_ ' o W F=- U ` IL W Z it; z FOOTING EXCAVATION FIELD CONDITIONS NOTED E XG-AvAT DP. Fort. PS., noi:vrhvoc S0I13 Ex PosED ARP DENS Fort`. S/ A.,ALF Fawic/ REsioS..icz NaTiJ Slits. Eyc.w,-n,) 4AS MU L - nPLF STrPj Aoi Loose- Mc- r&-f AL To BE. RFM.> "-' Fa V, ,-_ raYri aG SI 86 /LAM PR -10/x- TO P�1T(L . / DATE FOOTINGS EXAMINED PROJECT NAME: fo5TER V I F t..1 CONTRACTOR: O-1 NOTES: I) UPON - S1,, L') SIGNATURE s TERRA ASSOCIATES REPRESENTATIVE TERRA ASSOCIATE, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone: (206) 821 -7777 • FAX (206) 821 -4334 FOOTING EXCAVATION EXAMINATION REPORT I9 Zoo(' DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: LOT tt 3 PROJECT NO. 1 S - z. PROJECT LOCATION: -1." `^t <w l 0 ' , W A REPRESENTATIVE: GARi e>JMS - A p n .1.13 OQSi (z .J&o Tof7A/ ITS TEarz ()Pi mu.-J NAT 'TN F S LiA4rz Co/00 M.3j.S 1=x Posac IiJ TNT R3<Ti s (-?F L,- 34 PIZF P o E Ob c.-rF F-oR ter-+ F 2. 9'00 ( 66-A GAGAC rr7 Our representative has examined only the footing excavations listed above. The results of this examination are only valid for a period of 48 hours. If any change in the subgrade conditions occurs, we should be promptly notified. Any loosened so is observed in foundation areas due to construction activity or rainfall should be removed prior to concrete placement. COPY TO (7A29 (5/7F) U 0 co o (OW W z . f- ; W o 2 iL Q W d FW Z H' Z 2 j ` no o N_ ' o W F=- U ` IL W Z it; z 2/15/2000 11:40 FAI 425 821 4134 ,.�.,.. • 0.1 Dear Mr. Fowler: •• Structural fill placement :and compaction Foundation subgrades• • Garage, floor subgrades' . Pavement/driveway subgtades ERRA ASSOCIATES, 'Inc. Consultants in GeoteChrircal Engineering, Geology and . Environmental * Earth Scien(es TERRA ASSOCIATES • • 12525 Willows Suite 101, Kirkland, Washington 98034• Phone '425) 821,7777 • Fax (425) 821-43.34 • terra terra- associates,com l� 005 Of December 15, 2000 . Project T- 15.15.2 ' Mr. Bill Fowler • '. 'Dujardin Development Company . P.O. Box 1059.. • Snohomish,' Washington 93291 • , Stibje.ct Final Report • .. Earthwork Obscrvation'and Testing Fosteivie„( Estates, Lot 34 Tukwila, Washington • • Reference: • Plan Review, Fosteryiew Estates, Lot 34, Terra Associates, Inc dated May 12, 2000. • As 'requested, 'AT provided„ interinittent earthwork .observation : and • testing 'services . during• grading' and • construction of.foundations for Lot 3'4 of Fosterview Estates in Tukwila...Th'e•purpose of,our. iaork was to verify that the gcotechnical, engineering aspects of the project were completed• in accordance with recommendations • outlined in the referenced plan 'review letter and 1Cappler Architects' construction drawings. Our services on the project consisted of observation and testing of the following elements: Based on our field observations and test results it is our opinion that earthwork and,foundati'on .constructigri on . Lot 34 has• been. prepared in general 'accordance with ptojcci specifications and recommendations prosided.in the' • '• referenced plan review letter..Foundation . subgrailes observed by our firm will provide satisfactory support for • :footings' using a bearing .capacity of 2,000 pounds per •square foot (psi). We. have enclosed a'copy of our field memo delineating' the foundation suligrade conditions noted•during our site visit: P2.000- l55 c II N D MALI co J Ut W J4 u- H 0; Z j V 0,,+ D t-'• = W ci • LL Z ' V N' O Z 'T2/15/2000 11:40 FAX 425 821 4334 Mr, Bill Fowler ' ' • • • December 15, 2000 ' TERRA ASSOCIATES This.work was,perfotrned and this.letter prepared specificaily for the use of pujardin Development •Company and • their authorized representatives: • • • We trust the •information presented is sufficient * for your .current needs. • If you have any questions or require • additional information; please call.' ' Sincerely yours, • • •• TERRA ASSO,CIATES; INC, • • Bernard P. Knell II/E.I. 7c, c•\ Staff•Eiigirieer,; ‘-'t •;s -- • Atul = utail .E. ::; : ;'- • f P \ •I LJ Principal .rv.v.' • • Encl: ' ' ' Footing' Excavation Examination Report cc: • ' Mr. John Kappler. Kappler Architocts • ooe • Project No. T- 1515 • • •Page No, 2'. • • 1 • • A,. `l / 10/ 4 1 1 41 CAI 44. 841 444-1 Vc, panOnl VA *FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS,EXAMINED , L '? I g 'ZaoO • PROJECT NO, / Sy S Z' • PROJECT LOCATION: , 11 "\<?' u A P PROJECT NAM E: ,_ �OS�%QV .— •, RE PRESEN.TATIVE:. A ` - -�- ''' CONTRACTOR: 2ai'Vf . • DESCRIPTION OF FOOTINGS COVERED BYTHIS'SEPORT: LOT • >x' LOT • FOOIING•EXCAVATION • G eoe t c hnlcal Consultants • • • .. . 12575 Willows Road; Suite 101,, Kirkland, W'as•hington 98034. • Phone: (206) 821 -7777 • FAX (206; 821 -4334. TERRA ASSOCIATES, Inc. • AS mom * 1 GAAA JJV41 loJ FIELD CONDITIONS NOTED t4u 4.1111 SOR.5 PosdO RP 11 (i1 Lost? , - _ — ro (3r ,• Prt4o —'. Pa.A. NOTES: • • 'MAT , iia F_: � of .cvy , • Como' rr, arJS I )e Pose. 'i J 7 Lor p 3 4 A2F 140 ri,e+rF . Foe& "7 1 0 • 'PSF F.A Our representative has examined only,the footing excavations Iisted The results o! this exarriinatiorr'are only valid . tor'ti•perlod of 48 hor..rs. It any change In the subgradi conditions occurs. we should be,proreptiy,notilied Any loosened ' soIs observed in 'foundation areas due.to coristruction•aetivity or ratnlall should be iemoved prior to concrete'plagerr nt, /C� COPY "0: �7A2+ . e/-•7F . r • SIGNATURE .' p �,� PlJc:iPPi') j T ' TERRA ASSOCIATES REPRESENTATIVE Duane Griffin City of Tukwila 6300Southcenter Blvd. Tukwila, WA 98188 KAPPLEP A , ps August 18, 2000 RE: Substituting fiberglass fibers in the concrete garage and basement flat work in lieu of welded wire fabric. Dear Duane: This letter is to request a substitution specified in our drawings. Our drawings callout in the garage and basement concrete flatwork, 6X6 welded wire fabric. We feel that substituting this welded wire fabric with . fiberglass fibers will provide a superior product. We would. - therefore like to request this substitution in all of Fosterview Estates. Additionally, we callout a capillary break in the form of crushed rock underneath the concrete flatwork. Our site has an abundance of recycled concrete which is crushed to about the same level as crushed rock. We therefore plan on using the recycled concrete as an equal product to crushed rock. I would appreciate your consideration in the above matters and look forward to your response. Should you have any questions or comments, please do not hesitate to call. S rely, you complete home pCaltnin.aC resource RECEIVED CITY OF TUKWILA AUG 21 2000 PERMIT CENTER John Kappler President Cur i'. fal / <ec � a / 1l1 i r =11 ? /Y/:::() L/1 tl.` =1r oI dii f p noble. 51( I i fUri7i4 T, 1 c,tr� t lr . � ya �eL GC�I F-� t`: r �';.15iuxt t °r�l� et5 a - L �h 11c� , { S 0.i1� 5u �1.1 1 Caps (tV.)- 111 C(�}'� � - c h„,,,, � i1 C�V t. I l r c 4,0 +c? (L) &,17 1 17v r ' y I ' t ' T / k I GZa14 C �Ytt.' dP l,l`j Se."1aCr�li -175. l.zy • aici tie (•ucJLdei 01t 411Lyt -, _ ',l20-at% L� 14311 SE 6t Street . 'BetTevue, W% 98007 1.800.888.4517. (425)641.5320. fax: (425)641.5318 lvtiv<v.kayyceriomeylans.conl 1-‘4 II; r2 f,„kbri" IJu•T 11/07/2000 10:37 FAX 425 821 1334 • TERRA ASSOCIATES, Inc. ' • • '„. ' • , ' , • . Consultants in GeoteChnical Engineering, Geology and ' . • • Environmental Earth Sciences • • • Mr. Oary Bunistead Dujardin Development • P.0. Box•1059* , Snoliomish,Washington 98/91 • Subject: • Pocking Drains FosteryieW Estates .• Tukwila, Washington. • Dear Mr. Bumstead: . .• • . • , • This. lettersummarizeieur discussions regarding the exterior fdoting drains for the residences' to be constructed at • the FOtv;i:71.Wst.EF.i.att:r. project; In our Opinion, 41.c,fobting drairig may 'cOn.i.st of the fo11ot in , • • • A•four-ineh perforated PVC dnainpipe should be placed alongside the base of the exterior footings; . • The drain should then be covered with at-leasi .18 inches or 'one-inch minus washed rock ' • ' •with a strip of separation fabric placed over the toP.. • • . . ,. • , . .. ' . • On the downhill side of building's, the 'depth of washed rock may be reduced•to 12.inches. • , . .. . . . . • . The pipe should. be sloped to promote positive flow to the downhill:point where it will be transported • away * frOm the strUcture. We•understand the. project drawings' show a foity-pereent slope. This slope is , . • • not necessary to promote,flow, . • . . . We trust the information.presented is sufficient for your current needs. . If .you have any questions or require • additional info .Sincerely y • TERRA TERRA ASSOCIATES . ..., • • •• November 7, 2000 • Project No. T-1515-2 • • ' • • • RECEIVED CITYOFTWNILN • 'NOV 8 non PERMIT CENTER • . 12525•Willows•Road, Suite 101, Kirkland, Washington 98034 Phone. (4* 821 • Fax (425) 821-4384 • terradterraassociates la 002 • -1,14. '.• lri Dujardin Development Gary Bumstead Project Manager PO Box 1059 Snohomish, WA 98291 RE: A35 clips not needed at overlapped plywood shear walls. Dear Gary, Since jiy, v e t er, chttect Kappler Architects P.S. cc: Dujardin 1 ! L4b] R ;( t� fl I (t) Ili ( 1C 1 i 1 III . ( l t f ii 11 f The A - clips shown on our lateral detail sheets are not required as long as the plywood sheathing joins at a common member. These common members are between the mudsill and the rim joist above, the top plate, and in the rim joist between floors. I understand the plywood diaphragm joins at these common members. The lateral forces travel through the plywood diaphragm into the common. member at the plywood edges and then back into the adjacent plywood diaphragm. 'Therefore, there is no need for an additional transfer of lateral loads through the A35 clip. See the attached revised details showing these'cotditions. If you have any questions regarding this matter, please don't hesitate to call. February 28, 2001 1431 t SE 160i Stre¢C . ie ievue, 'W 98007 1.Soo.8813.4517 . (425)641.5320 . f tlx: (425)641.5318 Wlvw.kapvCerrwnteytans.com ,,.,...!_41 �iieiL:.J� -� K:�::�.taati.• ^s.Wu:� ,�aL < :aar. xsw� :cvwa.r. L GSS NOTES: 3/4' =1' -0' TOP PLATE NAILING PER 5NEARLL'ALL 5C11EPULE BOTTOM PLATE NAILING PER SNEARWALL SCHEDULE Kappler Architects, P.S. 14311 SE 161n St eelbwe, Washi gtai 98007 (425) 541.5320 Fax (425) 641-5318 I0 d • b• ot. PLYWD. TO Rill JOIbT EXTERIOR SHEAR WALL PARALLEL TO FLOOR JOISTS 17610 - 06100 -02 JOIN PANEL EDGE ON COMMON MEMBER. PANEL EDGE NAILING INTO COMMON MEMBER Pe'R 50NEDUL TYP. EXTERIOR WALL CONSTRUCTION um WALL SNEATIWING PER SCHEDULE Tyr. TX FLOOR CONSTRUCTION BLOCK PANEL EDC,E PER SONEDULE 17610- 08100.02_TJ1 2-13-01 J WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 07/03/80 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 Glazing @15% Doors AG Wall Ceiling, Attic Infiltration PROPOSED DESIGN COMPONENTS Component Description 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 Struc Mass 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 2119 Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non - standard values - check calculation of thermal value. - - Page 1 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 = UA 1226 50.3 281.0 146.1 38.0 14.8 2072 169.9 1226 44.1 17130ft3 (109.7) u::;,:r..i:.Jue''a.- ise.a;,,, .1:c :sa::u+aiVi'.:; .�aiR�v .tic 't iff' t —'s• •. ......l..xt.t..rawt. a +n .' �-. 425.2 6357 V 8 w 9 ULL wO 2 f d H.W U O ' , . Oft XI CI Imam W uJ li eZ O F" z WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 07/03/80 FILE: 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 SUPPLY RETURN GLAZING ORIENTATION Location South 70.0ft2 Southeast : East • 70.0 Northeast : Eff S Glz: 4.3% PROPOSED Gas Furnace DEFAULT Vented crawlspace Attic or garage 78 % 0 61 % 0 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 Avg Rvalue R- 8.0 R- 8.0 Surface Area 423.8 ft2 84.8 ft2 PROPOSED PROPOSED North 71.0ft2 Northwest : West • 70.0 Southwest : HOUSE ID: 99090.21 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 CO 0 ; N W CO IL: W o; g:1 tL Q z z W U a. N f . o F- w 0 , , tll Z U N; ~ O Z 7/5/2000 9909021 - Glazing.xls Aa'AC.'AS wfdi2`..ikg,"4.k' • 1 W,I,t44: viiFu.�setarwi�e z! Kappler Associat ^s Architects JOB NAME: Dujardin Development Fosterview Estates Plan 2119 DATE: I 9/20/1999 JOB NUMBER 99090.21 BY: MJM Copyright 1994 WINDOW TOTALS ROOM NAME WIDTH (IN FEET) HEIGHT AREA I (IN FEET) I (IN SQUARE FEET) I QUANTITY (HOW MANY) TOTAL AREA I (IN SQUARE FEET) TOTALS I (IN SQUARE FEET) MAIN FLOOR LIVING 6.00 4.50 27.00 1.00 27.00 ENTRY 3.00 0.83 2.50 1.00 2.50 DINING 5.00 6.00 30.00 1.00 30.00 KITCHEN 4.00 3.92 15.68 1.00 15.68 NOOK 6.00 6.66 39.96 1.00 39.96 FAMILY 7.00 5.50 38.50 1.00 38.50 TOTAL MAIN 153.64 UPPER FLOOR M. BEDROOM 7.00 4.00 28.00 1.00 28.00 M.BATH 3.00 3.00 9.00 1.00 9.00 BEDROOM #2 5.00 4.00 20.00 1.00 20.00 BEDROOM #3 5.00 4.00 20.00 1.00 20.00 STAIRWAY 2.00 6.00 12.00 1.00 12.00 OFFICE 2.00 2.50 5.00 2.00 10.00 OFFICE 7.00 4.00 _ 28.00 1.00 28.00 TOTAL UPPER 127.00 SUMMARY TOTAL GLAZING SQ. FT. 280.64 TOTAL HOUSE SQ. FT. 2,119.00 Glazing % 13.2% 7/5/2000 9909021 - Glazing.xls Aa'AC.'AS wfdi2`..ikg,"4.k' • 1 W,I,t44: viiFu.�setarwi�e z! I,vt,77(1 • 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 34 Tukwila, Washington May 12, 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 have reviewed architectural plans prepared for Lot 34 of the Fosterview Estates project. The purpose of our review was to verify that the plans are in conformance with the recommendations presented in the . referenced report compilation, and to provide additional recommendations as required. Project Description We reviewed the following plans: • Sheets P1.0 and P1.1, Architectural Site Plans Sheet P2.9, Architectural Plan . Sheet P6.5, Site Section for Lots 31 through 34 The project plans we reviewed, prepared by Kappler Architects, P.S., indicate that a two - level, wood - framed single- family residence will be constructed on the lot. The main floor, including the entry and garage areas, will be at Elev. 231.5. To achieve the planned finish grades, it is anticipated that temporary excavations. of less than three 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. After completion of foundation walls, excavations will be backfilled. Discussion and Recommendations Based on our review, it is our opinign 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. 12525 Willows Road, Suite 101, Kirkland, Washington 98034 • Phone (425) 821 - 7777 Mr. Bill Fowler May 12, 2000 Excavations and Earthwork The site plan indicates that temporary excavations up to three feet may be required to cbnstruct foundations for the residence. It is expected . that the excavation will be made through native soils consisting of sandy silts and silty sands. The on -site native soil contains a significant amount of fines (silt and clay size particles). This material will be difficult, if not impossible, to work in wet weather. The excavated native soils should be removed from the site or used in nonstructural landscape areas away from the slopes. We suggest that the recycled concrete previously placed on the site be used to backfill all foundations, and as additional fill wherever possible. To prevent contamination, this material should be kept separate from the native materials on the site As an alternative, imported pit -run gravel soils may also be used for backfill. Foundations The foundation excavation on this lot is expected to extend into competent native soils. These soils are moisture sensitive and subject to disturbance in wet weather. If the bearing soils become di$turbed, they should" be overexcavated and replaced by materials such as recycled concrete or quarry spalls. Foundations should be designed and constructed in accordance with the recommendations presented in the referenced report compilation. The foundations should be designed for an allowable bearing capacity of 2,000 psf: A representative of our firm should observe excavations, backfilling, and foundation subgrades to verify that the site conditions are as anticipated. We trust the information presented is sufficient for your current needs. If you have any questions or require additional information, please call. Sincerely yours, TERRA ASSOCIATES, INC. '!2E8 1,�js}yp„K�ppler, Kappler Architects, P.S. Project No. T- 1515 -2 Page No. 2 .. 9+. P' 1M£ 1Ql �TFnCd�IflMtt7cnawN : ^tnce4s�arw!�tM+xm:;ww.. nab^ mr.., .R�� +• +��*.a�rM'••+� -•r.a� ..,..... ..— ^.-- •.•.•• Kappler Architects P.S. VERSION 07•9 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. WEIGHT ROOF CONSTRUCTION WEIGHT FLOOR CONSTRUCTION WEIGHT EXTERIOR WALL CONSTRUCTION WEIGHT INTERIOR WALL CONSTRUCTION Job No. 99090 -10 Date 2/22/00 SPM 1155' SF SF SF OTHER SF, LONG / SHORT WALL 422 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 #N /A OTHER (Roof + 1/2 Floor) KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909010_(ExpB)_Plan #2119_1997 -9 Lateral analysis worksheetxls Long Wall -0.36' 1386 0 10 13.0 .0 0.0 8.0 FT FT FT STAMPED" "B" Default 80 MPH Default 3 Default (sd) Default (table 16 Q) 0 PSF Default Short Wall /12 SF (for rho factor) 12 PSF Default 15 PSF Default 10 PSF Default 8 PSF Default 7/3/00 PAGE 1 Wm 2 3U U0, co W W Ns wO g Q N I— W I— O Z U N i O 0 W W H ` � III W z '. O z 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 Aa r max = Max element - story shear ratio square root r max = r i / story shear r i = element story shear x 10 / Iw element shear lw (LENGTH) P= DESIGN CRITERIA FOR WIND ANALYSIS WIND PER SECTION 1618 DESIGN PRESSURE: P = (Ce) (Cq) (qs) (1w) where: Ce = Exposure factor Cq = Method Factor qs = Wind Stagnation Pressure Iw = Importance Factor VALUE USED Ce = Cq = qs = Iw = rmax= -2.96 I 0.62 1.30 16.40 1 WIND EQUIVALENT UNIFORM LOADING P = (Ce) (Cq) (qs) (Iw) ri= 317 1: '2,75` - 1153 1 10643 therefore use r i story shear EXPOSURE 0.62 Default for B exposure METHOD 2 1.3 Default for normal force method WIND SPEED 16.4 Default for 80 MPH WIND FORCE TRIB.HEIGTH (P) Roof (Upper walls) 13.0 (P) Upper Floor (Main walls) 9.0 #N /A 0.0 (P) Other 8.0 KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 990901 0_(ExpB) Plan #2119_1997 -9 Lateral analysis worksheet.xls P= Min = 1.0 Max =1.5 PSF 1386 37 11531 0.11 PLF SF # FT # FT # FT # FT 7/3/00 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 IapPLE' &R ITECT &45316 0.3376 3593 #N /A 0 0 RFI I FVI1FO 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 i i DESIGN CRITERIA FOR SEISMIC ANALISYS EARTHQUAKE PER SECTION 1628 table 16b13. 16N BASESHEAR:Vb= (3.OxCa /R)W where: Z = Seismic Zone factor R = Bearing Capacity Ca = Soils Capacity W= Total Seismic Dead Load BUILDING LOADING DEAD LOADS VALUE USED Z= R= Ca = Rw= Rw= 0.3 5.5 0.36 8 6 TOTAL ROOF WEIGHT ON UPPER SHEARWALLS 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls PSF LONG WALL SHORT WAL 1 WEIGHT BASE SHEAR BASESHEAR:Vb= (3.OxCa /R)W STORY SHEAR TOTAL WEIGHT 990901 0_(ExpB) Plan #2119_1997 -9 Lateral analysis worksheet.xls W= 31108 # 75880 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 TOTAL FLOOR FQ gd11i3320 1405260 *load reduced by half due to plan configuration of front wall being concrete 10643 7/3/00 PAGE 3 SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON (F) Roof (Upper walls) (F) Upper Floor (Main walls) #N /A (F) Other ROOF DIAPHRAM CHECK TOP CHORD SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB SEISMIC FORCE 215 152 0 81 Shear Walla UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS SEISMIC GOVERNS @ 215 # FT SEISMIC GOVERNS @ 367 # FT #N /A @ #N /A # FT M= 35125145.06 T =C= 1211211.898 16.5 7340678 1.33 # FT # FT # FT # FT 143.64 # /NAIL SEISMIC FORCE 194:673 #FT 550 1.331 731.501#/BOLT MIN BOLT SPACING 3.675 FT O.C. 790 1.331 1050.71#/BOLT MIN BOLT SPACING ;;5:28 FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909010_(ExpB)_Plan #2119_1997 -9 Lateral analysis worksheet.xls 689776 8432.27 NAILS 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 k f 2 -2X4 10.5 11535351, ALOW.Ft= 525 1.331 698.2510K 2 -2X6 16d 7/3/00 PAGE 4 II O . Z 1- ': 'W W LI ON ❑ I— W I . F— U • r Il • Z • - / - O 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 SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB SEISMIC FORCE 215 152 0 81 Shear Walla UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS SEISMIC GOVERNS @ 215 # FT SEISMIC GOVERNS @ 367 # FT #N /A @ #N /A # FT M= 35125145.06 T =C= 1211211.898 16.5 7340678 1.33 # FT # FT # FT # FT 143.64 # /NAIL SEISMIC FORCE 194:673 #FT 550 1.331 731.501#/BOLT MIN BOLT SPACING 3.675 FT O.C. 790 1.331 1050.71#/BOLT MIN BOLT SPACING ;;5:28 FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909010_(ExpB)_Plan #2119_1997 -9 Lateral analysis worksheet.xls 689776 8432.27 NAILS 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 k f 2 -2X4 10.5 11535351, ALOW.Ft= 525 1.331 698.2510K 2 -2X6 16d 7/3/00 PAGE 4 II O . Z 1- ': 'W W LI ON ❑ I— W I . F— U • r Il • Z • - / - O z 8 10 10 0 0 86 l) R1=dl Mo= Wall(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 /0l CS16 -30 CS16 -30 _ #DIV /01 #DIV /01 16 13 8 0 0 164 ifitRIFIVINSI Mo= 17049.19 10491.81 0.00 0.00 MIN PLATE NAILING 7 INC O.C. Wall(DL) 1040 640 0 0 0 Roof (DL) 4320 0 0 0 0.00 Mr= 23226.67 1706.67 0.00 0.00 2- CS16 -30 T =C - 475.19 1098.14 #DIV /01 #DIV /0! MIN PLATE NAILING REQUIRED NA CS16 -30 #DIV /01 #DIV /01 11 INC O.C. 16 7 6 0 0 265 s I?,1=4 Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 14829.77 12711.23 0.00 0.00 MIN PLATE NAILING 7 INC O.C. 560 480 0 0 0 0 0 0 1306.67 960.00 0.00 0.00 1931.87 1958.54 #DIV /01 #DIV /01 2- CS16 -30 2- CS16 -30 #DIV /0I #DIV /01 8 3 8 5 0 108 # rp1 -,e 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 F- z O LL 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 UPPER FLOOR Load Ht. 8 o: ug 2 UPPER FLOOR Load Ht. 8 215 215 2 /3DL REACTION HOLDDOWN 215 2 /3DL REACTION HOLDDOWN 215 2 /3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a WALL SEGMENTS b c a b c a a b b C c d d d d SHEAR V WALL TYPE KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909010_(ExpB)_Plan #2119_1997 -9 Lateral analysis worksheet.xls 7/3/00 PAGE 5 6 3 21 0 0 540441,14Wil MIN PLATE NAILING 32 INC O.C. Mo= Wall(DL) Roof (DL) Mr- T =C REQUIRED 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 /01 #DIV /01 NA NA _ #DIVIO! #DIV /01 13 13 7 0 0 1401ffsitemeel Mo= 14545.09 7831.97 0.00 0.00 MIN PLATE NAILING 31 INC O.C. Wall(DL) 1040 560 0 0 0 Roof (DL) 2145 400 0 0 0.00 Mr= 13801.67 2240.00 0.00 0.00 MIN PLATE NAILING T =C 57.19 798.85 #DIV /0! #DIV /01 12 INC O.C. REQUIRED NA NA #DIV /0! #DIV /01 11 23 20 0 0 55 .. R1A Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 10127.72 8806.71 0.00 0.00 MIN PLATE NAILING 31 INC O.C. 1840 1600 0 0 0 0 0 0 14106.67 10666.67 0.00 0.00 - 173.00 -93.00 #DIV /0! #DIV /0! NA NA #DIV /01 #DIV /0! #N /A 0 0 0 0 #N /A r.`s w -' /AEI Mo= Wa1I(DL) Roof (DL) Mr= T =C REQUIRED #N /A #NIA #NIA #N /A MIN PLATE NAILING #NIA INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #NIA #NIA #N /A #NIA #NIA #NIA #N /A #N /A ti FRONT TO BACK UPPER FLOOR Load Ht. 8 H CD E2 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 or w z w U 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 w J 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 215 215 215 215 w co 2 /3DL O REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a a WALL SEGMENTS b c b b b c c c d d d d SHEAR V WALL TYPE KAPPLER ARCHITECTS BELLEVUE, WA 425-641-5320 9909010_(ExpB)_Plan #2119_1997 -9 Lateral analysis worksheet,xls 7/3/00 PAGE 6 5 2 2 0 0 132IMALRPagil LRP AT GARAGE WING WALLS - MEETS APA TEST LOADS MIN PLATE NAILING 13 INC O.C. Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 2114.94 2114.94 0.00 0.00 320 320 0 0 0 0 0 0 213.33 213.33 0.00 0.00 950.81 950.81 #DIV /01 #DIV /01 STHD 14 STHD 14 #DIV /01 #DIV /0I 24 4 12.5 6.5 8 2841 1P -1411 Mo= 9092.05 28412.66 14774.58 18184.10 MIN PLATE NAILING 7 INC O.C. Wall(DL) 640 2000 1040 1280 2016 Floor,Roof(DL 0 1140 960 864 0.00 Mr- 853.33 13083.33 4333.33 5717.33 MIN PLATE NAILING T =C 2059.68 1226.35 1606.35 1558.35 6 INC O.C. REQUIRED STHD 14 RJ _ STHD 14 RJ STHD 14 RJ HTT22 16 11 12 0 0 255 p:14 Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 22466.59 24509.01 0.00 0.00 MIN PLATE NAILING 7 INC O.C. 1760 1920 0 0 1148 2016 0 0 10662.67 15744.00 0.00 0.00 1073.08 730.42 #DIV /0! #DIV /01 HTT22 HTT22 #DIV /0! #DIV /01 8 3 3.5 2.75 0 317141a P1; 4 Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 7617.66 8887.28 6982.86 0.00 MIN PLATE NAILING 5 INC O.C. 480 560 440 0 1680 1280 1005 0 2160.00 2146.67 1324.58 0.00 1819.22 1925.89 2057.55 #DIV /0! STHD 14 RJ STHD 14 RJ STHD 14 RJ #DIV /0! RIGHT TO LEFT MAIN FLOOR Load Ht. 8 o: � re U.. 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 MAIN FLOOR Load Ht. 8 106 367 2 /3DL REACTION HOLDDOWN 367 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 367 2 /3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a WALL SEGMENTS a a a b C b b 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 7/3/00 PAGE 7 I 6 9 17 0 0 851142.§P141411 Mo= 6097.79 11518.06 0.00 0.00 MIN PLATE NAILING 8 INC O.C. Wall(DL) 720 1360 0 0 0 Floor,Roof(DL 120 600 0 0 0.00 Mr= 2520.00 11106.67 0.00 0.00 MIN PLATE NAILING T =C 397.53 24.20 #DIV /0l #DIV /0l 20 INC O.C. REQUIRED NA NA I #DIV /0! #DIV /0! 0.00 13 21 0 0 0 227 NrAP,14M11 Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED 38167.67 0.00 0.00 0.00 MIN PLATE NAILING 8 INC O.C. 3360 0 0 0 475 0 0 0 26845.00 0.00 0.00 0.00 539.17 #DIV /0l #DIV /0l #0IV /01 NA #DIV /01 #DIV /0! #DIVIO! 11 30 7 0 0 109t pp1':61 Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 26185.72 6110.00 0.00 0.00 MIN PLATE NAILING 16 INC O.C. 4800 1120 0 0 0 0 0 0 48000.00 2613.33 0.00 0.00 - 727.14 499.52 #DIV /0l #DIV /01 NA NA _ #DIV /0l #DIV /0l I #N /A 0 0 0 0 #N /A �' AN/A' s'a� Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #NIA #N /A #N /A #N /A #N /A #N /A #NIA #N /A FRONT TO BACK MAIN FLOOR Load Ht. 8 C9 EE 2 /3DL MAIN FLOOR Load Ht. 8 o: w MAIN FLOOR Load Ht. 8 w MAIN FLOOR Load Ht. 8 367 REACTION HOLDDOWN 367 2 /3DL v REACTION HOLDDOWN 367 2 /3DL REACTION HOLDDOWN 367 2 /3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909010_(ExpB)_Plan #2119_1997 -9 Lateral analysis worksheet.xls a a a a WALL SEGMENTS b c b b b c c c d d d d SHEAR V WALL TYPE 7/3/00 PAGE 8 PUBLIC 'WORKS PROJECT REVIEW COMMENTS Fa ier 064) gsiales Lots 32, 34.34 b200o - /so: t 2000 -i5'i p WOO - /56' Project Name: Location: File #: Action: Date: Reviewed By: JO,IINNAl 5PENC6e. PRIOR HISTORY AND CORRESPONDENCE FRANCHISE UTILITY COORDINATION CODE REQUIREMENTS OVERLAY PROGRAM RFA PW STANDARDS COMP PLAN MISC. STUDIES WD 125 PRE -APP CIP MAINTENANCE NEEDS VAL -VUE PROBLEM AREAS !j. Private dri veways vh prt7Perfies oK the •thx. hi // side op any road or 5.irege 5h oad hav<, t e ca drain ies742l1.ed across Iie a iWi re dri sea z� ?rou;de e , . ,► orb, ( 1 s o ,cads /''/G /or -Cot. a) Based on exi5fin9 4 rapos d eveito�u.k5 i - e ears of eXi ho- rl�s 5{'I i'I horrr1 cv i > a e 2 t ; s � cc., f ,B�. �s Mall fie r� seal yr- e, each, ,h-e,:4-7.5 are- Ti / ea allow I42r - ii& 1 oXi m wi de t�, ,» O b � c�� A Zhe Pipe i4r vert .:v be 5F%, for A. 4'444:14, pire pipe SFr CArc4'l 3 ,'A) Type- 2 she.& be- .used - det / D5 -22 a, tidied. Piea6c i 'vz ear o , e al chat, s 115 czcsse L dumr1 6/21120c° met • wi iv BO. ? 'bcaztt, s t 4 o o es > pe es ot,ct l c' h d l .P c`l5 p /Qt a eoel?4.2 eK /- ik* t Gary Bumstead Dujardin Development PO Box 1059 Snohomish, WA 98291 RE: Hold Down Clarifications -.Cripple Wall Situations AltjCappler Home Plans for the Fosterview Plat :1 .Z A 1 1, 11 1 1 1 . h‘.) 11('Itf ;t } ni' <<' September 26, 2000 1' .c , Dear Gary: Per your request, our office has investigated the hold down condition as it relates to cripple wall situations. Our drawings designate a hold down in the 'conc ete stem wall at the end of certain shear walls. This hold down is specified as an STHD14 or an STHD14 -RJ. In some situations, due to the crippla wall, this strap does not reach up through the floor joist'and grab' onto the main floor walls. This letter is to clarify tha intent and_ correct installation at cripple wall locations where the above - described condition occurs. t • We have reviewed all of our home plans, and the maximum load at the STHD14 hold down is just under 2600 pounds. Above the STHD14 connector, install an AST6236 snap. This strap will cotlneet the cripple wall stud to the main floor studs directly above the STHD14 hold down. The AST6236 strap takes 2575 pounds. This will transfer the load to the STHD. It is acceptable to have the AST strap adjacent to the STHD14 hold down by one stud. In which case, there should be a minimum of (15)- 16d nails attaching the adjacent studs together. Install the AST strap per the manufactures instructions. Our drawing specifies Simpson strong tie connectors. The job site is using Advanced connector systeml hardware. Our understanding is that this is an equal substitute so it poses no issue from our offices' perspective. Please provide this letter as substantiation that our office has reviewed and approved this condition clarifying the intent of our drawing package. Should you have any questions or comments, please do not hesitate to call. 14311 S£ 16tk Streit . Bellevue, WA 98007 1.800,888.452 7. (425)641.5320 . f ax ' (4=5) C094020Fuatw viaw.4ly. w ►w OF rumi SEP27 2000 PERMIT CENTER 7! r) JL RECEWED APR 12 2001 BUILDING DEPARTMENT LEENDERS DRYWALL, Inc. LEEND01099PA 413 B 19th St. # 166 • Lyndon, Washington 98264 (360) 354-4629 AS.wrvutife‘si 47-fires 1-01 ji5 3kt ;0= u 'Vex) BA/2.eloit.) 0 - 9c.i7 0) /9-,A,i40 cm) 44T 47 9 7)416D C3A) rnz/1/6 / 2 ' 1G1 ' '45a14444.4.4',.4.-13414.1 • ill•ArWio iiv775/lick,) 5-3 .71 age;-ic.0 . tEttear . 1:=62ZCZ:=1:17,T., •nro v go. nkar, ro-p*MwarwrevfnMarne".0.11 . Jill' 31 00 05:OSp Penhellgon Associates Consulting Engineers, Inc. Engineering Planning Surveying Mr. Dave Larson City of Tukwila 6300 Southcenter Blvd. Tukwila, WA 98188 Pers-halle6on Associates Dear Dave, July 31, 2000 Subject: Staking of Home Foundations at Fosterview Estates 42k.827-5043 02 c 2Qo —450 ,D2-pc —15" y ,SS On Friday July 21, 2000 our field crew was on site at the Fosterview Estates and staked the home foundations per plan on lots 32, 33, and 34. Locations are based on Kappler Architect P:an Sheet P2 -9 dated June 3, 2000 as established from the existing plat monumentation, please feel free to call if you have any questions. P P9V.99606. I Oldoes'073I DaveLucoti.w Federal Way Regards, PENHALLEGON ASSOCIATES CONSULTING ENGINEERS, INC. Ben L. Ehrich Project Surveyor Kirkland 750 Sixth Street South • Kirkland. WA 98033 CITY RECEIVED AUG - 2 2000 PERMIT CENTER Cle Elum P. 2 ' ? '. ` z l z g o U i O N o I- w w u. Z oft 0 , Project Ftr*vi Project # R i f Al p 1.G00 t 5 s oivispe . CC: 'Date 14311 SE 18 Street Bellevue, WA 98007 I Tel: (425) , 8(1 -5320 Fax: (425) 641 -5318 • Number of pages includin cover sheet I__ To: GrEY - 1 1) PiA ) lU.i°t' Clat / CONFIDENTIALITY NOTICE: The material cont KAPPLER ARCHITECTS, P. s . 10 00 From FACSIMILE Kappler Architects Phone (4Z5) 641 -5320 (425) 641 -5318 Fax # For your review'' •'❑ Reply ASAP ❑ Please comment ❑ Hard copy to follovi perly ► % of • 7. 7.0O . X10 s � 64 11/4 0C 14 4 7)111 \ ~OA/ * W (41 It crsedAlevta ilAL. (p(imit. • car OJT - t rte,Luole..s co fl ctilauirc( fetAkalt. (7) 40 4V W tcktic I r� cilAJotea fO ()MAW ?AI- 41,4444 cy. ned in this FAX transmission is private and confidential and intended only for use by the individuals on this sheet. Use, disclosure, copying, distribution or reliance upon the information contained in this FAX by anyone other than the individuals named Is prohibited. If you have received this FAX in error, please notify us immediately by calling (425) 641 -5320 and return the original transmission to us at the above address. Thank you. 11MANSlONIC __DRIVEIADMNDATAIADMINIKM Templates\NewFax.dot Ofg gltr T.t . MtM }". w+. rvm..r wx«..m; n <"`' ?�'':i .arzm;tt ;.zr.'f * PNIM7i,S'n .'?� ;ae�!r a z mo w. 6 o 00 N 0 . j ' - N u. w 0 . J u_ N � Z Z � w U 0 : O N 0 t— w w ' I U g: O tit z ` U =. 0 z June 26, 2000 John Kappler Kappler Architects 14311 SE 16th Street Bellevue, WA 98007 City of Tukwila Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number D2000 -154 Fosterview Estates — Lot 33 13718 — 42nd Avenue S Dear Mr. Kappler: Steven M. Mullet, Mayor This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, the Building Division, Fire Department and Planning Division have no comments at this time. 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 xc: File No. D2000 -154 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206- 431 -3665 ACTIVITY NUMBER: D2000 -155 PROJECT NAME: FOSTERVIEW ESTATES SITE ADDRESS: 13722 42 AV S XX Original Plan Submittal Response to Correction Letter # Revision # DATE: 5 -25 -2000 LOT 34 Response to Incomplete Letter #_ After Permit Is Issued DEPARTMENTS: B ii ing Division ,oG Pu I'c 11.444 to orks , DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete APPROVALS OR CORRECTIONS: (ten days) Approved Y'KROU11.000 srrl FM%) COPY PLAN REVIEW /ROUTING SLIP CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: Incomplete n Approved with Conditions D Fire Pr AU X/ 6 - 2 -54) Structural Vt Pla ping Division Permit Coordinator DUE DATE: 5 -30 -2000 Not Applicable ❑ Comments: TUES /THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required n DATE: DUE DATE 6 -27 -2000 Not Approved (attach comments) 1'�" REVIEWER'S INITIALS: DAT . MYIAtgl art — 1V - 01 IM a i4 - ?.. , -cc / DUE DATE Not Approved (attach comments) DATE: z rt U N o CO UJ WI I- w 0 ' g co d .. = W . = I- w F uj . 2 o o o w w. s u. .z w o f- z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D2000 -155 DATE: 7 -6 -2000 PROJECT NAME: FOSTERVIEW ESTATES LOT 34 SITE ADDRESS: 13722 42n AVE S Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter # 1 Revision # After Permit Is Issued DEPARTMENTS: Building Division C--Y� W /[LUG Z 'l Complete \PRROUTE.DOC 5/99 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: �, .�igay.ts!..:�r:mn�rwrvrrn�rr�« non .- r. Fire Prevention Structural Incomplete n TUES /THURS ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS: n Planning Division Permit Coordinator DUE DATE: 7 -11 -2000 Not Applicable Comments: No further Review Required DATE: DUE DATE: 8-8-00 u APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) DATE: Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. -- 7 Date: . (" Plan Check/Permit Number: i2 ZZ) ❑ Response to Incomplete Letter # ,di Response to Correction Letter # 1 ❑ Revision # after Permit is Issued Project Name: _ Project Address: ��1 ' 2'L � 4Tli ` a Contact Person: Sl Summary of Revision: D e City of Tukwila Entered in Sierra on 7.- ` �G Department of Community Development Steve Lancaster, Director UtiO LOT 3 ber(s): or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ---- c 6113CJ ,.1'2, hi John W. Rants, Mayor Phone Number: �{ '7J (41 " RECEIVED vv JUL 6 2000 PERMIT CENTER 06/29/99 on 98188 • (206) 4313670 • Fax (206) 431-3665 Ciiy of Tukwila Fire Department Thomas P. Keefe, Fire Chief Fire Department Review Control #D2000 -155 (510) June 2, 2000 Re: Fosterview Estates lot 34 - 13722 42nd Avenue South Steven M. Mullet, Mayor Dear Sir: The attached set of building plans have 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 sprj, kler 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 cc: TFD file ncd Page number 2 Yours truly, The Tukwila Fire Prevention Bureau Steven M. Mullet, Mayor 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) 3. All electrical work and equipment shall conform z ! ` strictly to the standards of The National Electrical Code. ! O, H (NFPA 70) 2 n' Dpi An aisle to and working space shall be provided for ,v N. each, electrical panel. An aisle width not less than O —i '0 1-, 24 inches shall provide access to the panel and 30 _ inches of working space shall be provided directly in t v; front of the panel. (NEC 110-16(a), NEC 110-16(c)) u 0 Each circuit breaker shall be legibly marked to v N 1 ' indicate it's purpose. (NEC 110 -22) O Any overlooked hazardous condition and /or violation of the L adopted Fire or Building Codes does not imply approval of such condition or violation. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206. 575.4439 CITY OF UKWILA i:o 0 Permit Center F ! J u.c i v 1 a RECEIVED 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 u Telephone: (206) 431 -3670 CITY OF TU?CWIL'A 2 5 Certificate of Water Availability PROJECT #: Frfe-r b`Required only if outside City of Tukwila water utility district) PART A: (To be completed by applicant) Site Address (Attach map and Legal Descriptio showing o • n and size of main). J - 7-A0) 2 1.ar FQ`latormatlon n,i £ �',;<Y wr • Name: IOU.: eg)62.10 Address: Name: flap per a ej'u *ee.,,, - Address: Phone: Ltas•334 -8o1• Phone: 5 — (ot4 1 -5 Q This certificate is for the purposes of: (. Residential Building Permit ❑ Commercial/Industrial Building Permit ❑ Preliminary Plat ❑ Rezone ❑ Short Subdivision ❑ Other Estimated number of service connections and meter size(s): 5 18x 3 14" Or'.a._. C.% Vehicular distance from nearest hydrant to the closest point of structure ft. LOa r •lo. 135 Area is served by (Water utility district): PART B: (To be completed by water utility district) Owner /Agent Signature: The proposed project is located within T.l a(L4-) Date: G. ZZ . 00 (City/County) The improvements required to upgrade the water system to bring it i compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: (Use separate sheet if more room is needed) Based pon aaseed u the improvements listed above, water can be provided and will be avail ble at the site with a flow of WOO gpm at 20 psi residual for a duration of 2 hours at a velocity of fps as documented by the attached calculations. I hereby certify that the above information is true and correct. 1 0 l as s -tom Agency/Phone c(OJ 43q By Date PART C: (To be completed by governing jurisdiction) Water Availability: ❑ Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item C2 are met. ❑ System isn't capable of providing service to this project. Minimum water system improvements: (At least equal to B2 above) (Use separate sheet if more room is needed) Agency /Phone By Date • • a z w (00 w~ w 0 2 g Q rn� = a z = I- 0 w ~ w 0 O - O I- w I-- - O w 22 0 z Part A: (To Be Completed by Applicant) Purpose of Certificate: iiii Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: ta Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: \AettIJ 0E\JcLppetAKs - Phone: 4'2 — SA eb Property Address or Approximate Location: 6 , - - ) G' - v Legal Description(Attach Map and Legal Description if necessary): . 0 , v WO ' 'D l-Q4-- La 1 )4 )< LP. 4 0 O 0‘ 00 - 634 Part B: (To Be Completed by Sewer Agency) 1 . cli a. Sewer Service will be provided by side sewer connection only to an existing ( 11 size sewer 0 feet from the site and the sewer system has the capacity to serve the proposed use. RECEIVED OR ❑ b. Sewer service will require an improvement to the sewer system of: CITY of TUKWILA ❑ (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): PERMIT CENTER. 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 Cl b. The sewer system improvement will require a sewer comprehensive plan amendment. 3 . TO 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: oo GFC: $ F577 SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $1090 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) b. Easements: ❑ Required . ❑ May be Required c. Other: CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY ® 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 frog e date of sig ' atur L 'WORKINO TOWARD A BETTEh ENVIRONMENT 7TV zill SEWER DISTRICT o'115'p; '+d7fliMlN! *fa=r__.;72,2s1t" ? 2Y';t;w 4 5 L yle n'yiS 4! Title 14818 Ma, _ Road South P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 OV Da H- D2000- eas*e7ram;74,tr W'r v;rp^.aason*Www. xrr9v,r, - ,,n..a.ri+m3!P.2f'!n rieo+ S,;rats ArtiMIPOP r erT '," "- < A 47 n?1:!m", z U. U O N 0 cn w. w • O" g u. � 1- O Z H' w ; 0 92 U0 0 1- w ' H LL O w Z U = O 1- z 5 F625.052.000 (87) F625.052•000 (8/971 ■ . • .*- PLEASE DETACH AND SIGN CERTIFICATE BEFORE PLACING IN BILLFOLD /WIN rtnennrsrre moo , • , — — Detach And Display Certificate DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL • EXP. .4 DATE tC61 4t Ot .1 4 • • AEEEEcTivm;DATER*Itv-it.o60-20 DUJARDIN DEVELOPMENT CO PO BOX 1059 SNOHOMISH WA 98291-1059 Detach And Display Certificate REGISTERED AS PROVIDED BY LAW XI CONST CONT GENERAL REGIST. #. EXP. DATE CCOI DUJARD*204L0 12/16/2000 EFFECTIVE DATE. . 06/20/1980 DUJARD IN - DEVELOPMENT. CO.., PO BOX 1059 SNOHOMISH WA. 98291-1059 Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIES DETACH TO DISPLAY CEP" .CATE_f Please Remove And Sign Identification Card Before Placing In B 111 fold F625-052.000 (3-82) .1 111 0 0 w 0 a . , ui 0 2 g=3 u- < tO 3 o z .tu ui 0 0 Iu 0 u j ?E 0 () w (.) — 0 FOSTERVIEW, OWNER F DEVELOPER DEVELOPER - DUJARDIN 9623 - 32ND ST. S.E. EVERETT WA 98026 425 -743 -6140 CONTACT BILL FOWLER CONSULTANTS CIVIL - ERIC TIETZE & ASSOC. 18530 76TH AVE W. SUITE B EDMONDS WA 98026 425 -77t -6212 FAX 425- 775 - 0236 CONTACT - ERIC TIETZE ARCHITECT - KAPPLER ARCHITECTS 14,311 SE 16th St BELLEVUE WA, 98007 425- 641 -5320 FAX: 425- 641 -5318 CONTACT - JOHN KAPPLER SURVEY - B:L McDUFFY 3605 COLBEY AVE EVERETT WA 98021 425-258-4438 CONTACT - BUD CONDREY STRUCTURAL - JAMIESON CONSULTING 901 KIRKLAND AVE STE B-1 KIRKLAND WA 98033 425 -803 -2581 FAX 425- 803.3289 CONTACT - DOUG JAMIESON LANDSCAPE - • ALI 12119 104TH AVE N.E. KIRKLAND WA 98034 425 -823 -9400 CONTACT - JORGE ANGULO DZOOO (65 TUKWILA WA DUJARDIN DEVELOPMENT COMPANY PERMIT StJBMITTAL D LOT 34 ADDRESS: 13722 42nd AVE SOUTH TAX PARCEL I.D. #: 261200-0340 s , PLAT ARCHITECTURAL PLANS Sht 4 of 4 PLO PLI PL5 PL6 P2.9 P65 P8.0 APPROVED PLAT DRAWING MASTER HOME DEVELOPMENT PLAN PHASE A - HOME DEVELOPMENT PLAN MASTER ARCHITECTURAL GRADING PLAN PLAT GRADING COMPARISION FINAL GRADES FOR PLAT APPROVAL vs. FINAL GRADES FOR LOT BUILD OUT ARCHITECTURAL SITE PLAN • LOTS 31 - 34 SITE SPECIFIC SECTIONS - LOTS 18 • 20, 31 34 SIT SPECIFIC FOUNDATION DETAILS FOR LOT 34 S E INDEX C-8 FOSTERVIEW ESTATES DRAINAGE PLAN C•12 AS - BUILT SEWER PLAN FOSTERVIEW ESTATES C -13 AS - BUILT - WATER EXTENTION PLAN ARCHITECTURAL U RAL HOME PLANS (FROM BASE PLAN # B2000.058) ARCHITECTURAL COVERSIIEET AL. CODE NOTES A2.1 FOUNDATION & LOWER FLOOR PLAN A2.2 MAIN FLOOR FRAMING A3. MAIN FLOOR PLAN A4. UPPER FLOOR FRAMING PLAN A5. UPPER FLOOR PLAN A6. UPPER ROOF FRAMING PLAN A7. ELEVATIONS & BUILDING SECTIONS DL STANDARD DETAILS D2. STANDARD DETAILS SI. LATERAL DETAILS S2. LATERAL DETAILS S3. LATERAL WALL SCHEDULE CORRECTION LTR #__ — SEPARATE PERMIT REQUIRED FOR: MECHANICAL LEC T BICAL PLUMBING XGAS PIPING CRY OF TUKWILA BUILDING DIVISION understand that the Plan Check approvals are subject to errors and omissions and approval of pans does not authorize the violation of any n :;doPted code or ordinance. Receipt tractor i` % p� a0 Date Permit Na UM' OF TUKWILA APPROVED JU1. 1 2 2000 BL`.IL r NG DIVISION for City st , i,;ro . Acceptance is st and omissions which do not authorize violation;: of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to tF ^ Hr, -. t'_ inns after this dote will ' this t::Il rect , - f ;r suc Fu .. acptance is subject to field inspection by the Public Works utilities 'n pector. Data: 7/i//24700 B y : /, LC«5S 57DRM 1),e4iN44E RECEIVED CITY OF TUKWILA JU 6 2000 PERMIT CENTER D20�H55 a a co a TM JOB NO 00153 SHEET COVER SHEET PRELIMINARY PL FINAL PLAT NO ''L9 : .. A AND UI lGN5 AT ALL mOING OR off OPINION A1ION OF,. !ELE E 0R F7RE' `:OESOR18EO E GRi1NTEE." Ip t �11DN 0F SAID PRO ER GRANTED ANTED SHALL r7EE, ITS PO2ES, PARES WISE PERMANENTLY L TERMINATE. EL2 , N503904 E E1.3 N895954V s' - 5028• EL4 N73'41'1711 , 102.70' ■7314177'W ?,.62' _ 1v78'36J4'E .:. - :. EL7 - N8778'54'E >5121' N099 :_4 44• .4...1180M I=V3IMMI t1t h ELf9 °. �,� �47E' , ' 70192 - , i1 4.-astiFTBINA -,-- 2'6`9 2439 E4T3 ' .11513 1682 E2.34: NOb�f.F' E . 2204' . ELYS - N4148'389K'' ''N7429'41s N2E4 401E -.- : 1628 ' monniew :, .: 20.74' -ELSY- .:' N6r46'28"W: , .`.- 10.83' Ems .. A N a r48:2e1., 25r as 140137:43'E . 50.00' E154 : . N355 5TW .74:34 ass 5535775T "80.43" 742'4151' ,CITY OF TUKINIIA FOSTE�RV EW ESTATES . 2aoa RERMITCENTER A PORTION OF TRACT 67 RIVERSIDE INTERURBAN ; TRACTS.AND ' IN GL. 2 AND AND` A PORTION OF TRACT 19, F'OSTORIA GARDEN TRACTS , ..GL .3 ANU .THE SW 1 j4 O THEN i/4 u SECTION 15 T 23 N., R. 4 E, W.M. CITY OF TU' W 1LA KING ,COUNTY.'WASHINGTON ar pT 2/7/00 DATE LAND USE ;CONSUL TAN I S • 060 IT ENGINEERS e - $Uftv�Yf7RS, a PLANNERS a MANAGEAtEN 7 .106' N9' . C!Z8C,1i9MW LW 9 T1 MA240CER s1 61(425)159 -44'39 . F1 `(423) TSB -1676 SNT = ¢, d 2108 - O!YRD (U 2108 ODID (2 OR STREET,'ADDR LOT 21 Lam' 22 LOT 2 LOT 24 LOT 25 LOT 26 LOT 27 1568B 1843A 1843E 1843A -1843B 1843B 1843A .: (/ A , KEY PLAN 20 40 E o-� RECENED q CITY OF TUNMkg JUL - 6 2000 PERMIT CENTER 80 160 40' PLIIIL USES IN PLA 1568A 2 • 1568B PHASE 1843A 7 1843B 6 2060 5 2108 5 ( +2) 2246 5 2119 6 LOT # ' PHASE} PLAN CAF AREA LOT # PHASE PLAN PORCH AREA LOT 1 1843B X ! LOT 21 2119 LOT 2 1843A X LOT 22 B 2060 5 LOT 3 A 2119 LOT 23 1568A LOT 4 2246 LOT 24 1568B F LOT 5 2108 X LOT 25 C 1843A 6 - LOT 6 2246 LOT 26 1843B LOT 7 2246 LOT 27 1843A LOT 8 2108 x 2 LOT 28 1843B LOT 9 B 2108 LOT 29 D 1843B 7 LOT 10 2246 LOT 30 1843A LOT 11 2108 LOT 31 2060 LOT 12 1568A LOT 32 2119 LOT 13 1 2108 LOT 33 A 2060 8 LOT 14 I 2108 LOT 34 2119 LOT 15 A MOVED (I) 3 LOT 35 1843B LOT 16 MOD'F.D (2) LOT 36 1843A LOT 17 2246 LOT 37 C 1843B 9 LOT 18 2060 LOT 38 1843A LOT 19 C 2119 4 LOT 39 1843B LOT 20 2060 LOT 40 D 1843A 10 -1 rnn: DT AM ' I ATP TY 16- ZCT PTITTT I NOTE: 1. FOR EROSION CONTROL EXISTING SILT FENCE (AS SHOWN ON, C•2) TO REMAIN IN PLACE UNTIL PUBLIC WORKS APPROVES REMOVAL. TRACT " A" PROPERTY [NE - TYP (TRACT BOYJ PROPERTY ! /NE - 7, (TRACT BOY/ TRACT " B" (SEE SHEET C•1 FOR STREET ADDRESS OF EACH LOTS) z � 155 KEY PLAN R,W 20 40 80 160 = 40' P s U a ) � N • u x S LT- • 2 Pi CO CO CO Q Y JOB NO. 9801321 SHEET PROPERTY ONE - TYP (TRACT BOY) TRACT „A GRADING AND STREET PLAN PER CIVIL FINAL GRADING PLAN SHEET 003.1 SOUTHGATE PARK • p \ ` "Arlll� f 4*".L' -‘ 1 41 4 V1il 94 *44, 1, EX. U771/ N. POLE EX U7/C /TY POLE (55 75' NA 7711 IE'CETAROA BUFfER 1./77L /TY POL EX ROCKERY EX CONE: WALL EX COY POLE SGALE 1:40 80 160 UY POLE 9 IELE 5E1 SHEET 4.5ID FOR SITE STEP INFORMATION p ir STEPS E 45.0 j NEW 5'CONC. WALK J-- NEW 5' ASPN WACK CITYCFTZ, JUL ^62000 PERMIT CENTER SHEET P1.5 � PRA°EFTYL/NE .-(TRACT BOY) TRACT " ;. SOUTHGATE PARK PfDES7,4N AND PUBLIC UTIL/TY EA E4/ENT ranjoire ,1 � ff rla �0 ,�p�l Ir "A1lD! �T 111t�31 - � 197i�r _ EX UAL /TY POLE £X 1/17L/7Y POLE 75' NAA4E YEC£TAALW BUFFER UAL /TY POLE V2000049 155 PEDESIRAN AND PUBLIC U)X/IY EA. GRADE OM ARISION EC ROCKERY EX CONE WALL- EX CUY POLE L6?AbYAG£ LSVT FINAL GRADES FOR PLAT APPROVAL VS. FINAL GRADES FOR LOT BUILDOUT • SCALE 1:40 20 ' 40 60 8 160 UY POLE TELE SITE STEPS SEE ASO Q ri I I �.� NEW 5 CONE. WALK NEW 5 ASP/. WALK SEE SWEET 450 FOR SITE STEP II•FOR`1ATION RECEIVED CITY CFTUKWILA .iU�. - 6 200U PERMIT CENTER TITLE JOB NO. 98013 SHEET P1.6 - } _ - MI Tea SETBACK LOT SPECIFIC CUT / PILL .PSI SST R6 LOT SPMEIC d48'28 1.95' SETBACK _ N 87 48'2 . 5' SIDE SETBACK N 87 d 4 8'8_ W_114,48'� 5' SIDE SETBACK 5' SIDE SETBACK 5' SIDE SETBAC r 5' SIDE SETBACK CB CLEANQUT STORM N 08d29'30' W 750' y C8 4 4 SITE PLAN NOTES THE SITE PLAN SHOWS FOUNDATION AND F O ._ OU,ttNES. T C` FOUNDATION DETAILS NOTED ON THE SIT AN 5H >' - TAKE PRESIDENCE OvER THOSE ON THE HOUSE AN 0 , /- \ Ri 2. OVERALL SITE TOPOGRAPHY 15 SHOtII �� SHEET 5 r 3. ALL FOOTING DRAINS ARE PER DE /A/ 9/193.0 4. STORM DRAIN - SEE CIVILSHEET'C 8. TIGHTLINE FOR HOME SHALL ESE.4'- NON = PERFORATED A 5 N -R PROVIDE 4% POSITIVE GRADIANT. TIE TIGHTLINE AND / TING DRAIN TOGETHER AT LOWEST POINT IN FOUNDATION, POvIDE CLEANOUT AT JUNCTION THEN CONTINUE TIGHTLINE Tq'5 RM DRAIN. 5. SANITARY SEWER - SEE C) SHEET G -12. SANITARY SEWER SHALL BE 6' SDR 35 WIN A MINI OF 2% POSITIVE GRADIANT. CLEAN OUTS SHALL BE PER - Gf71 RASTRUCTURE STANDARDS... 6. WATER SUPPLY FROM,1"1 ER TO NOUSE IS 3/4' TYPE K COOPPER WATER METER IS F TI HT "I. CONNECT WATER SUPPLY TO WATER METER SETTER. SE vIL SHEET C -I3: i. DRIVEWAYS - A RIVEWAYS SHALL BE 4' CONCRETE EXPOSED' AGG GATE OVER 2' OF 5/8' MINUS WASHED ROCK MAXIMUM WIDT+ `Tfj BE 20 MAXIMUM SLOPE ALLOWED IS I LOTS '2,3,4!5//////,6,1,.,8, 9, 31, 32, 33 AND 34 TO NAVE RESIDENTIA/NCH (TRAIN TIGHTLINDED TO STORM Df4QI ALL OTHER /D IVES TO VE 2% SIDE SLOPE GRADek 8. CONSTRU SEQUENCI s AND TEMPRARY, ION C NTROL DURING FOO ATION CON4RUCTION SHALL BE PER SH- TS P1.0,PI.I,PI PI3ANDP . 9. EROSION COI OL AFTER EACKFILL OF FOUNDATI BEFORE IMPL NTATION OF 'LANDSCAPING PER D APE REQUIREMENT LL BE STRAW PER KC. 5U • WATER DESIGN MANUAL PPENDIX D. ' 10. CUT AND FILL OAL 1 G ULATED FROM ET'PIA. O R ACT 99 I 55 Th r- ,-, • - F v do nct adopted standards or ordinances. The rc for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of rc ^ ! r'- • - for subsequent approval. 'y zoov cu{ 38cJi - I l 4u cy 7/ RECETvED CM OF10KWTfA Jul - S 2000 PERMITCENTER 0 5 10 20 40 SCALE : 1" = 10' TOLE JOB NO. 98013 DETAIL PLAN' t SHEET P2.9 L P6.5 r 1 � Kappler Architects PS � 14311 SE 16th ST, Bellevue, Washington 98007 9 (425) 641 5320 * Fax (425) 641 5318 DUJA DIN D ate B Description �____� .. 5 ✓ 1 4 f I ..1 iCf� IJiICI ; �- t �,PP a\Diu s_ro , 1 05.12 7K P ERMIT SET Od .; , 00 RU CI TY COMMENTS •CLOUDED FOSTERVIEW ESTATES THIS DRAWING IS © COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT v 3/4".1f-Or SOL 'SUBSTRATE SEE DE �� FCV'TlYa CN5TR1C7.01 ..4•" O wt. U : N� O4Ek v a FOUNDATION DETAIL FOUNDATION DETAI L 3/4 =f a 3 /+e =f FOUNDATION DE • JoP OF;JBAR FABRIC • MIEAFI Wm OR EQUAL TIGNTLPE WASWED / • MATERIAL '. @' Mai OW!ER iooTTi ORATV 4" RlLsl R PEl0-0FA= P,T (F (1 St-OF E 7 4% MrN 1VEyR $LOP .. 0, I ll oh =NMI' II�II� lll' 111 nl 5/•iel0• As. 9V na,afY.` - :::1400LNEA"*:"'":46,,,L.:33'''''''EL:.:7AA::.,,.:.-D';'...7....' 5: AU. STEEL'FL4TE OSIERS • 4'-0• FOO7a1G DOPE tJOT SLIDE 1N TWIS OA/DIV. 3 SEE' A•U EXCEPT OONDITICN, I;OO7tY SPANS asnaeWe/ - � r SGWEC�WE�IM ET'IBEO�r- _ 9/d'ExiO dB. W( 2'X2 XS/W' SAL H017iZONTAI l.T. - •STEEL PU,diE iSASWEtL4 a -4' -A PRIOR GRACE - 0.0.(PIY35IEETA UEXEP( T = — I 4 I tE. ASN07ED f: M E L (2)M BAR. TOP • x - •T , f 9 T P J BAR 9 vERT, J EL459 r b oc •S Np7EWS.Ql t'125T � N m1_. [D N. 35 A Il _ DA PR (AOFa Y 9 ! Q D! ' 8NT Al) mb (e R , U (D S �Et A !) "R q tk TLaE , PCF FTYa M N 1:44 FA 3- D •.aa C • L 11' d t ( [714 . 3 SiEpt U 6 -- SEE ' 91F4@ K7R 4' Ca. SLAB 4' ROC) FQOTNG G7 .F04,...-- ISiRURICN OVER 4AFGR 2.0' e' IC, / 413.2 y U a. TItS' ,, IRS_ NT5 JNDATION DETAIL/ FOUNDATION DETAIL „ I 3/044. r oa o u�" 3/4 -o• ' F OUNDATION DETAI 3/4 t.Cf .' CLEAR tfr CLEAR STEEL KATE 2)Q • ( D M 3 SWEET A. 1111E AS NOTED ON BE L SCFEDILE (2) M BA�;y •A 15.4R • IY or, MIL F' . 3 SI$ET A -I) M VERT 9W E£T A•l) J BAR • 6 oc i P (DN - • DA!'TPFROCPWC4( DN. T SWT AI) • WOR2:BAR • IV oc• • OYER.AP (!•R!) 7 _ (Div. 3 SWEET At) 1'IGNTLaE: (5)•4 BAR CON7 ... (Div: 3 5NEET A -U =111E III ,I:: SEE DETAIL 9/P130 TOR '` DRAW CONSTRIICTTON SODELSIBSTRATE 4 OONCv'i,Fd3 OVER 4'hX3D4 OVER V APOR 515'40 ULEL'fU 2X2'56/16' STEEL PLATE EIAEWERS 4••0' 0...C! 3 SWEET A -U EXCEPT AS NOTED on; SW - ARO/ALL - SCWEDIl:E - - T•MN.svgs. (2JV BAR:• TOP: vERi• J BAR GR60 • IP - Y MN, & SNEES A D DAMP P "•( pm 14w AUTn L NORY A1�' oC FOUNDATION DETAIL 3!1• -T-OO Ili[ -lii II =� 5A3•EM0 40 UV 2X2`X3116' SC, STEEL PLATE EaSNER6 • 4'•0' OC. (Dlv. 3 SWEET A•I) EXCEPT ...TED ON SWEAM14LL SCIEDILE T• me, EMBED. M VERT. J BAR .• S' oc (DM 3 SWEET A -1) P4tP ROOF. (DIV 1 5N7 AI) S)S'•d0• AB. 4U 242X3/16 SAL STEEL PLATE WASWERS •. - `0' OD. (DIV -3. SWEET A.1) Pt. AS NOTED ON 5.E4 ECWEDULE 1 MIL D. REC OITY OF TUKWILA JUL " 6:2000 PERMIT mum, GRAMLAR STRUCTURAL FILL SEE WE SFECFTC TOMATO. DETAIL FOR FOOTED CONSTRt+MICN s XCEPT FOUNDATION DETAIL 3 /4•=i' -0' UNDATION DETAIL 3/4• _o* U2EdO' AB. W/ 24243/16' S.O. STEEL PATE W4SNERS s 4' -0' O.C. (Div. 3 SWEET 4 -1) EXCEPT AS NOTED ON 5NE4AWALL SCNEDILE T MIµ El•IEED, 011 BAR •Tap .4 WORIZ, DAR 10' O) 1' -6' CORER OVERLAP 1D1v. 3 SWEET A -11 •4 vERI. J EAR E' OC. ALTERNATE BENDS (DIY 3 SWEET A.1) TICJRLINE DAD . (01,1 514E! a - SEE DETAIL 5)P50 FOR FOOT. DRAW CONSTRUCTION (DN, 2 SWEET A -U 50L ID SUBSTRATE 13) •4 BAR CONT. (Div. 3 SWEET A•U I/7'ExlO' AE. 14 2•X29e4A6' St . STEEL PLATE )L451E:R5 • 4'- 07410. !DIV. 3 SWEET 4 -I) EXCEPT AS NOTED ON SWFARLt4LL SCNEDIA.E 'm Mat Eti ED. (2)•4 a TOP •4410R12- BAR WY OC.1'•6' CORNER / !OVERLAP !DN. 3 SLEET A -1) M ART. J BAR I6' OC., ALTERNATE BENDS '. (Div. 3 SWEET A -U TIGNILRE D#T'PPROOFEJG (Div. 1 SWEET A -U D32,00•dl DETAIL S)PS0 FOR FOOT. TRICTION 10IV. 2 STET A•U RATE 01v. 3 SWEET A.)) TOP VERT: BAR • D' CC, FILL g4 ET WALL )DIV. 3 ET 4 -Il •+ VERT. J BAR 6' oc (Dlv. 3 SWEET A -U Y WK. BAR •10'oc. (Div. 9 SWEET A -1) DAL" P PROCFEJG ( ply 1 SHY Al) TIOWTLEE M. NOM BAR 3' -0' • 0' oc 1(4V.3 SWEET 4 -U (5i M ®Lure ODN'T. ,3) AT TOE '4„DUV.3 SHEET A•.0 BgUD 51ETTRATE 'SEE L9ET4IL 9/P50 FOR FOODIta DRAM CONS7NUCTION (Div - 29i TA.1) 4 3 \ 5' WALK/ \� U77! /Tr EASEMFI /T-� 1; PcRF'J.RAIEC PIPE JE'TA /LS 10' P e 077 ,77/ PE:ESTY // EASE /ENT l7E" INTO - CATCH BAS /N Cs 9 j25D 503,,'/NO MTH Iff. ORA /PING ROCK 29.1 SEE 04 5 HEET C-5 2 . Vi i ' 29( GS 17 -,'-T6 G.RA11 (B 2S NOTE AS -BUILT /NFORMARON /S AS OF 9//0/99. 4N//CLE LAOS AND DRAINAGE ACCESS LA CS IN PA!/£A/ENT A roN . Al? R /yid ELEVATIONS MAY CHANGE AFTER f7NAL LAS C ` ASPHALT PAVEAOENT HAS BEEN APPL /ED. Aral 1/NE - SEE BEZOW 4 O DETA A 1EO FL E COURSE COUR`E 427.1'2.9744P ARCH CMP !'RAIN .77...67 77...6T AT. CASE CF WALL OSpAn P RSH BL aKS „ .KE •A(L I ' I 7 I 0.94 l£_ CRS 1 \1 Y \i:8 - so I SOUTNGATE PARK c JM - EC, oF 7uF4/.A A6744257PS &PA T S /OF /L Tf? /` T7O.,M' SALE SEED 4/IX BED Y SL'LE X SIT, .8' PU%lY 4.7571,XE RIME _ - ....� MATS / �pl , \ EDGE" G<' EX ASPHAL \ �I (ABANDON 0' \.\\ 2 It TE 5X GAS 1 7 CATED -1 I ON Or 5 EOCt J' PAVE- VENT 6 JIB / 0 \y00 - 5'WALK/ C2 \ N \ ,\'A / / U7A/TY EASEMENT \ 24 \ 23 \ c e`\ \ ; ! \� ' A 1 —,, ' � '‘ \ 22 25 $GERAVVA7�G'N p 3 j \ � \� /// � � \ \ 5 012Z/ TI EA SEMEN T • 35 \ \: \ /TIL /T/ EASEMEN T \\ 5 2 �BEBEAC0if FDXTA& A(E01.567AWRS PRA717.55 .R7 BO 80 APPLY 7761 46.471.47E AT A RATE 01 60 LLWAC77( WIN AA7/77011AI SAWS A4 04152dES OF NA776E NETLIM9 PLANTS S4L'Y1 AS Ball :RUSH (SO7PG5 ACl/77,5 VAIR3I.4 WIABZWARRY.E2 64127 SPAT RON glEtXWARS PA1.0577 SWIASH SEM (CARLX Teat OR 071,E AS BEWEED BY TIE dTY. 4NVAME PLAYTS' sure As CAITAC (‘TIP// 1.A77YOL6(4 NEED CANARY AFASS ("WARE ARIAVANACEAL{ Ann PURPLE LOOSESIRFE (t MAN/ . 4 f'A) HALL "ionic 1!_477 mom ANY 014CUIE7AM153; ,SPEC /F/CA A 5h41 EE /Y 0 /0Nl:AWN f -CT /A. STANGAA0 PeRNS .NO, FOR R04,0 5R,77 AtO ,VCN/ PAL CCN IRUCNGN AND :140P14 ORa4AGE 51,71ASANOS CATCH BASINS SHALL BE nPE 7 LNCESS O H nN9SE NOTED TYPE d CATCH 8A N AL EE 54 - -11 O /A. AL/ 7,2 ! 44 5 HA 1,710 . h5 AND 54,,, EPS A.Id F SPA, PE O, YEA,' F1 M7! )N WAC :NISR/OR Ov f2 o ^Y' A `x At 455 001,475E NO7E70 F' C PIP SAW/ e` ASIAtl 0-X24 L :7/77 E ✓ASMAI, AIrOE: UNLESS ONI R1Y NO/FD. P CA2N ✓ ` S A L B' 1/441'D ORAT f{9TH IN472 CLRB FRAME OR F A' CO,55 (5'E ANC 4017W, 01.0 d/J -017, -ta r 0-18) OR RcE.ED 4 nAd1 / / 49 91 • ($'GE KING 000NT 075/0 NO 2 -0217. SHT C 18, AS AFFROrR /c FE p, x :NC L_rA `'E 4 00 5,1 NO. 2 -022 SHT C -78,; AS 200c7155 / ,:�frESf/If IL CB 10 CO, OF EX ASPHAL. r /D'Fk/VAf cRaroACr Esur \ 7- Her 04117 Na 3 \ ` ($EE SHT C -11,1 1 ' I ��FEOES7R A ANO !l N PGf4L /C ,:L /T.� EASE., \ \ _ iR4A/7.'.iGF ES1/7 �'1 :.�kkYALE F. ANV ` L UTP_ITr EAaxNET, "T 4 � i 2?— C9 1!527 75) Al 2 SJ E -LIT 2N/ PMWE ,AWACS SSW 5 72400 CB 44 26 `,, J2 SD /2 / B b \ 7,9 •�. 29 28 I s' FF>Vg7E SE U£k� 31 32 33 CB 3 CD 2 s EX ROC/ FY /2 C POLE EX CO, WALL _ \_ ■ 1. • • . \ • 1 j TRACT W ./_ - • - _ \- / 24" 75 77143 /5' WALX/lint, \/ / EASEMENT 35 / // 36 1 37 EDGE OF ASPHAL MSANDONEO/ 38 \ 39 NO ' THE FOLL OH /NG C6 'S ARE ACCESS OR JUNC77ON STRUCTURES, NOT /51E7S, AND 6141 SOLID COVERS 5 15 754, 782 244 29, 26,4 36 ' 40 40A, 42 46. \ WA ER COURSE 1250 SITE. COURSE E 1 TCHBASINOATA r ; O 6 CE RB 3 I� c 4 5 ARE PRE .6E612 Y I 22 j6 2 21345 3 22207 4 204. 7,3,7 10 059 8 'S 15595 7' /80 70 72 17/ 30 3 788 J8 G i 83 20 77 85 !0 37 74 55 2 74 97 WET VAULT #3 /40 05 14253 /44 07 30A DP /' /5397 31( YN L' REM/I , 714 /54.90 ,'16 7.5:355 S/C(7YF'E ;Y 55 '00 I T2 151.62 4. 69 4 35 14 ,345 T6 1 765 1 '7 74 / - 7 3 15997 J 9 40 7 `404 3.7/ 8' .4 7 a7; 6 42 4 2AW 'e I "/,'w G c r < 7/ 4 '755. 766 475. 5 5 ,l 7 /2 A / 7 ,5 .5 4 ! ' 22 12/73 -,__� ,7Z "W:% 1' ?. -. 5 r '5 14 a�G 55 25 6' 25s 1 .r i..• r 29(TYP o'I _. 94 F 9'2 2N F 4 29A(TYP,2 74/ 2j., 7 !i) /12 4 5' 5 /.5147, ,SCI, ,3 NE ACr5E C l 5 tCC.E 7 ' -'i H 7 751 142 49 1 E W 7 74 r)< W) /4564 2 145,5/ 'r W 1.35 Fi 74 ( /60 75. (12 021 ` 6/ 76525 !72E) 6 i / c 1 155 4.. .0145,-71:".5 if E.: I 4/9 ( 'NE , 02 (55 "SC 577p / 5,2 - !4/ 45 (36 SW). 49 12 - /NO1 CUL 1287 (WATCH EX /NW '1 ) 12 SO EDGE L'F £ A„PI /AL T FOSTERVIEW ESTATE DUJARDIN DEVELOPMENT COMPANY AN ALLEGRE ENTERPRISE WE, PHONE' .734-5019 SEATIU PNANE 743 -6f.4, c'_ 2257 2<' IBS. 09 512 "507 R :E 44 j: ';01''' C N. J6 4 3 / 77 .) 7 58 "TEt I 6 Sri; ✓; ✓,, 2.71 17 I r, III 220 21755 5'. 77 /56 21 )% lT; 'k! �; +n ,,,,4, I k d ", 1 4,,\ el fI i Z r� 40 ui 7100 �y � -'I 1 � , W /� e E H tl B tl 1-1-j Ci F 0 .7 2 Ct W N a E� ., 111 4 ' F.... J Fo L > Z o ®® D F— C a (f) I ww L� `` avv -- _— RECE1VEb -- I EXPO /E 3 -15 -00 CRV OFTUKIMLA 3UL - 6 N. ® 2000 PLANNED RESIDENTIAL DEVELOPMENT ,l( PE R Mrr :E 5" U17L /TY EASEMENT 70" 1/7.17Y EASEMENT 75 PR/YAIELWA/NAC£ NOTE AS -BU /L T INFORMATION /S AS OF 9/30/99. MANHOLE LIDS IN PAkE4 ENT ARE IN A7P. R /A1 ELEVATIONS MAY CHANCE AFTER F/NAL LAYER OF ASPHALT PA kEAIENT HAS BEEN APPLIED. 70" PRIVATE SVEN ESN PLDESTR/AN AND P09UC UDUIY EA, dIEN 5 _1 7 RI, ev/a 4114\ Er 5 L 5 UTIL ITY �eS£ufNT We'll H4 Z9 p 15'P7A'YA/E SEVER I ®• C d' DRAINAGE E UT 3 2 75 3' 1#1B5 33 , 21 I 5" UA /TY EA5rMt7i0 TRACT "A" -OE 5' UI7LEY EASEMENT GRAPHIC SCALE WATER COURSE PERMIT CENTE5 N \ N :N SOUTHGATE PARK r KEYSE WA/1 EX SAN MN /9 -30 RE 7877 /E 7816 EX SAN MN /9 -31 RE 2094 /E 2022 (8" N, S & W) EOOE OF EX ASPHALT SPEC /F7CA170NS ALL KAY SHALL BE LN 021 WAM MN AS DOT (APM14) srANOARD PLANS AND £E41 ONSPOR Iii0A4 BRt AND MUNICIPAL Cai(517TUC7701Y WY a WAWA Pl /0 1VRI S 5EME1P CVA C')7LW AND DIE VI2OPMENT STANDARDS AAD VAL WE 5E1E7P OLS77NCT STANDARD 9°EE PPA77ONS MANHOLES S7HALL B£ /A47/ D/AA/£SER 70r 1 M!/)7/ £E SV7R/C CONES 771E MAMMA, HE/GYgT Lim )TIE R1277 ABOLE NE ONE .SHALL BE 14 !NO/ESi hVaL&/NC: MANE AN L) CO Lf7P. BASE SEC770W $PALL CONTAIN A PRETABRRA7ED L►P GONCPE7E CHANNEL VW, L,YA.SS 5EFJ' W7ED PLAS77C LAVER BY 01/ LINEN L 7D ALL MANHOLES SHALL BE CHANAREZJ 7D 7HE CROW OF THE STARS 771E /NLERT OF 7NE 01/72ET MNIV? SHALL BE A M'N/MUM LAS Lit FEET B£LOIY THE /NCO MNO 4VEERT RE04772NS ALL MANHOLES SHALL HALE LALLOSYS AAV SAFETY S7FPS SEWER PIPE SHALL BE PIC AS774 D -Ja.E4 MR ,.BLS EX SAN MI/ /9 -32— RE 2371 /E 2301 � 5 I t i�F :( 55 EX SAN MN /10 -72 RE 10946 /E 70090 (8' /N 5) EX ROCKERY /E ?0024 (8 OUT N) EX CONE WALL \ \ \ NO7E SET SHISi C -15 I A' C -16 FOR PROFILES NORM' PRO lYLS1E - 7m (7RACT BIM 50CE OF EX ASPHALT (484900NED) BRACT WATER COURSE \ t EX SAN /NH /70 -3 MANHOLE OA TA //PE OA TA MH NO. TQ /MH NO SLGPE MH NO R/M ELEV 1N✓ERT 775IV 2 9 55X, 2 EX 12 71X 3 4 051X 4 5 7.947 3 5 6 1.75X 4 6 7 267Z 7 11 10. 07 5 8 79 7035X 19 9 884X 5 9 10 5357 10 11 71987 7 11 12 14 95X 72 13 866X 8 3 4 529% 9 14 75 724%, 15 19 1520X 10 6 77 545X 77 15 2247 11 78 EX 74 469, 20 19 15 13X 70 (LOT 32) 20 122X 1.37th' STREET FOCE OF EX ASPHALT PLANNED RESIDENTIAL DEVELOPMENT FOSTERVIEW ESTATES DUJARDIN p; DEVELOPMENT CaMPANY AN ALLEGRE ENTERPRISE EVERER PHONE: 334 -5018 SEATTLE PHONE 743 -8140 77E 92 17169 2 75599 15977 15955 181.47 17304 77287 177.29 171.19 16965 76955 166 96 166 72 18120 770 42 17073 77227 16'7' 63 42 15922 (FROM MH 7) 15922 (5804 MH TO) 158 72 (00,72 14790 147.45 14295 14265 1,5548 15518 1,37.80 (FROM ASH 14) 137 77 (FROM MH 171 157.41 (OVT) 76 15338 146 75 17 740 13547 75532 18 7. 90 111.50 11095 19 186.09 175 65 ('FROM MH 20) 17554 (ROM MY 8) 175 ;OUT) 2C 19758 789.95 17870 tX ..:A`, MH / /O -3i EX SAN MN /70 -32 RE 14986 /VW /E 14277 (8" W) /5 .141.45(8 S) , /E ''.747.35 (9' E) EXPIRES 3 -15 -00 W mk al RECE CRY OF JUL z H-1 Aim o I - AZIONI IV 025 Di7M U o+. .'� LETLECT ;ME MAX a'25• JOINT Ta IWVTAIV &MET a- FROM C Zi RLEF YAEIIf WA /E COU IPP vsr4llav) 1 - 17°x4' COa36KECT EX 4 AY T29 NEW B' W 2 - 4' 45` MDTB.MS RELOCATE EX 4 YALE EOCE of CONCRE 7F ^' EX ASPHAL 1 - A rAaciAilAV R2/0 ASSENEY ,D/125DETAC 12 CONCRETE OR /IF 1 - 8; 225•Lt51A0 xlfg TRACT "A" GRAPHIC SCALE ED(„'E OF EX ASTRAL T (ABANOONEO 1 - 6 +6x l Vf 1Y' EX GY ct / ,jltAr� - - EX 8 IV .. 8• t - EX I I lY 1/N! \ . MI ,r - B'x6 ° k r(AUxFL) - 6'GUEMPCIE(Rx441 1 - target TASSdRY(2f'R'AVf wbVCREE \\ \ 1- 8' x B' ffE (At/ x FT) 1 - 6° a47E Mt!)E (fl x AV) - am me it (FZxAf/ 7 - 8°X 6 ° R' MMIAA4) I - MAPM7AWAIT (57.3'R1AV) COMET( SOCATAG EOCE OF EX ASPHALT I EX PIRES 3 -15 -00 � i 1 - s°. (v x.wj ' I - 8' x 6° RExagt Aux Fl) Jim a Di107 LAVE REPLACB171T li J. aavieCr'LX 6• iv tore M 4• ND A N6'TALL AEN PRV STATIOV / I (NEE VT C -14 4, STANDARD NOES 6' W DIRECT MERMAN AS REVD 25'01X PER JOINT 1 - 8.' 4(T EENDAUXAU) CONCRETE SLOW 1 - rxQ•TEF(3Nxfi t - B' G47ENLIE(WxR) 1 - Lr CAE I NLN (L61 x 44 CONCRETE 8100010 1- 8'x6'RE'(41x12) 1 - GATE iNEPt' x MO ROME IX MAB<'e''MD •67ALL AEM'NM BOON MN (MN' AVAV COWEN SOWN AF a' E.AZST/I1I/7TY/T7ES HAW maw 01,7TA1AED HMV AYAEABLE RECORDS ARV ARE .4YOTMI FOR COY 77,E L'1,IOTRACRa4 SMALL BE"RES:O3(ABLE 1044 I4ERFICANON OF LOCATION SMDMN AND FIN aSOY✓EERY OF POSSBLE Aa!XTIGIG4L UALITAS A+2T SHOWY SO AS 727 A14242 ,OAMAO( a4'OLS'TIMITAN E ?1I CONTRACTOR . YIMI CONTACT 77S- U7a/R s ONDERCID2a1V LCC4T7CW COWER (/ -BGZ- 414 -5 )R w 7D'GLMSATUCT THE Low? GW //S' REPRISENUTAE SHALL BE ClalTAC77EZ' a A €/YL'/TY COA CT DOS'7S ill At1 Rt YU FIN TA/M4 TEST a4 4Y.SPEC7KNC M/b A� 4B MOMS N 40YAA�E' ,I CCW RACTOP IS Ri3NOACRZE FOR CONTROL AT //ME OF STAX/hI 4 Cav1RACTOR SYNC f 4IWPSY S^/a° BPAM6►4RS AD? APHflDYAL WERE Ri72107E0 BY NE 12E74 SAM:M.410 I U AND FOR VARCADON FROM THE LMNIEDYS DES7011 s CONTRACTOR SHALL AKSTALL ELDAIE2VT AV ACCORDANCE' NTH MANJACTURDPS' REOII{N WDA71t7NS Na /125 SPEW AAV COY a' tZ4rM ✓t STAMDARRS C CONTRACTOR BALL MOUSY ALL MATERIALS 7 ALL IN TERAINN PIPE BALL BE weirs AWN aASS 32 / sy--aW .OWT OR AE'LYWAMCAL ..a'NT, LaEWr -OILED (ANA' A114,1 EXTERIOR COATED MIN Lf7AL OAR YAMwss' AKSTALLATT N 70 L7E AV ACCILWA• er JM7H MANUFACTURSPT MANUFACTURER RECOUVEAVATIONS ALL 'F71Thik S SHALL BE CAST NOV AND BALL LLWFORM 70 APPL/C4BLE POR774VS Cr ANSI STANDARD A11.14 A2011, I BMA B/C 4 A& A21.5.; M►TN A UNMAN PR,SZSDRL'' RATING' Cr 150 RU AAm H L BE' 1 aRIENT-1,416S2 a ALL GATE YAL WS TO BE MUELLER... ALL 1/#04AN1S 70 BE MUELLER A CUT -NS AND LAE TAPS /D BE MADE BY COVTRACTOP. ND /725 SUPERAM7DVA'7VT, AZWI EEN AMP CITY a RATRA NSPaIOR MUST BE' NOTA'$D 48 HOURS ,w ADVANCE 1a CAST IRON AL ,.OWT MIME COLFLINCS REPAIRED. >1. TAFFXhC .SLEEtas HALL Be atle LER CAST /4a1; JA31/ EPDXY C247ED SIEfM, OR ROVAC SST MTN SWIMS STEEL FLANGE 12 CCWTRACTO4 LS RESPCW5MLE FOP 1I7PE7PYG ALL E.kSIAYC P/PE 77FES AND SY2ES FOR G4a`JPLAYIGS crA4NrCTAaug cur hvs AND LA£ TAPS 1,I 3 1/2 F770T MAN/LW C' I0' OGaw' ALL M447ERAWN PIPES 144 aEI£La°ER 70 PAY FOR STAT4 COUNTY AN0 CITY TAS ECTToN FEES I5 AU METER LOCATIONS TO BE CaNDINATED MTH #114 7E7? LMSlMCT x125 SLH7'E)P4VIENOENT. TA ALL EkS'TTNG FIRE HYLWAN7S AAD MARS 70 BE a3'?A7)OEVAL AWOR 70 COVA/ENLEIE7'T Q� aitS7RUCRON 17 NO CHARMS ARE TO BE MADE 1117710117 mW/lDV APPROVAL BY T7( MD j125 SYA'Eh7W7E717- ENT OR ASTRC7 E0 IR AAA NE CITY Or 1Z4r A PLNGG MORA S ET4 NEER. la REFER 117 N' /125 CEaYO/ITONS AND STANDARDS ANO 70 7/E CITY OF TUXNLA STANDARD SPECIFA:ATrA6 MR AU RENJUNIY6' 1097E3 AAa DTALES 1S? P1fl7/AYI E 3/4' am/ a Lee AM TAP CLAW EC'7/OVU FOR EAQ' ENSANO WATER 44E7E7E 1LE MAAIRILN ALLOWABLE OM TREMW SHALL BE 80 FEET 1L Strom' PILES .'YALL lE° CD1498E7 MANG ALL PERMS' OF PPELYP /TATTLW 22 MOWED PROCTER LLNIPACTIO1/ ANO 4 LYSTNiE CONTROL A Br REVIARE9 AND Las Os /EST RENNIN .SUEN777ED 70 NE ZEST/MT ER R. ALL COMPACTION UNDER PAGED ANO 7RA F)r 44WAE SHALL BE ASV MAA7AW QENS/TY 1R 7 PROCRN PER ASS/ D -1557 ALL OI7E -P AREAS 10 EE Sair MAAMMW FIEMA'7Y MCVENV PROVO'? 2,X ALL YAGES PRE NYI),RANIS AAn Sl9RGA'1'S TD RE AETER SRO. to BE MIMED AS PART OF AL RAE AM! PURITY /E?07S ROT EXCEPTIONS 24 TRAFFJC CO 7RCE S744LL LE' AY ACCOWAMX LMTN CITY Of ANIMA RE01/IREaEW7S 25 ALL PPE Af7 APPURTENANCES TO SE TESTED TO MITTAN l0 FEET ar ANY CaNFEC1IOV FONTS CAMS O)T,ERNSE AP44701£2 BY EVONEZR 21£ CYa4L Ora THRUST SLOCYONO .SNAIL BE Anew AT ALL REAM TEES GDML IES OR OTTIER APPURTENANCES NNW AVIDFWAL F7,iRC,ES REY,Y NE RESTRAINT. BLOCAWO BALL BE IN ACCOA'A44U MP771 NO /725 STAF OARS 27. THE T(STTW AND AtSWA C770N THE WATER SYSTEM SNAIL BE )IITAESSED BY I - B' X 6' $ (AV x fl) I - 6'CAE x,W) , - Lrpar 2 NIA 7S POT AD 025 LYT. 4 1 - N)AB4l+T ASSORT (1d4'AYAY) (.AFINO25NETAE 3- 1) / WAVIER - NOCRIAV CONCRETE OR/ (� \ , C0//CRE7F FALL • CONCRETE 02/K CYAVCREIE STEPS Astor EX BRAD CVNticT EA 8' 1 VAt if 8' IP PLANNED RESIDENTIAL DEVELOPMENT FOSTERVIEW ESTATES DUJARDIN DEVELOPMENT COMPANY AN ALLEGRE. ENTERPRISE EVERETT PHONE 131 -5018 SEATTLE PHONE: 70.3 -8140 ■ 96152.00 C - 13 M. Bdrm 166"x11'6" • NO.. 9909031 DRAWING INDEX .' Al. CODE NOTES SQUARE FOOTAGE A2. FOUNDATION MAIN FLOOR FRAMING MAIN FLOOR 964 SF A3. MAIN FLOOR PLAN . ,. UPPER FLOOR , 1155 SF A4. UPPER . FLOOR FRAMING AS. UPPER. FLOOR PLAN TOTAL ' ,.., Al. ELEVATIONS & . , DECK I• PATIO 109 • GARAGE 2 s ": A6. UPPER ROOF FRAMING BUILDING SECTIONS _ . .,,,, - E FooTAGE Is ,, '. Dl. STANDARD DETAILS D2. STANDARD DETAILS 04TSIDEJACE OF WALLS, STAIRS T fRr E - E (1 •I• ES ' '' TCSUIBIECWCNCE N CALCULAT'C'"PEN * , , , NOT INCLUDED IN CALCULATIONS. 8PAC AN D GA ARE a_LATERAL DETAILS 25'-4" S3. LATERAL WALL SCHEDULE- . , 4,6 VENTS SHOLLN (SEE PLAN FOR .. LOOATION) b 12 ' VENTS x SS SF OF VE24T AREA PROVIDED. 1. vENTB"SHALL RECOVERED WITH CORROSION .RESISTANT WIRE MESH WITH OPENINGS OF I/4 MAX. a VENTS LOCATED• 4 RIM JOIST. MUST BE PE%1NE4TLY BAFFLED. U15EC:502.IA,1 3' 10' 3' 2' 5 ' 0' 3' 4 V2'' €e .A ALL FLOOR JOIST ARE: 11 -1/$' TJI PRO 150's AT 192''oc VERIFY W/ MFG ;LAYOUT. SEE DIY, 06106 1 FOUNDATION KEYNOTES CONCRETE STEM WALL 8' WIDE'W1TH MI1N. 15'x7 l J FOOTING. SEE DETAILS'FOR ADDITIONAL INFORMATION. SEE DIV. 3 SHEET A -I CONCRETE STEM WALL b' WIDE WITH MIN. 12'x6' FOOTING SEE FOR ADDITIONAL INFORMATION. SEE DIV. 3 SHEET -A -1 2 � 1 GONG( TE.ELAU ON GRADE SHALL BE 4' THICK , STEEL:TROWELED:FINISH, W/ 6x6 Wl4xWI.4 WWF' ON 4• GRANULAR FILL. SLOPE I'• TO DOOR PROVIDE THICKENED EDGE AT •DOOR SEE DIV.'3 SHEET - A -1 ( 6x6 POST ON 0666. 1' ABOVE SLAB ON 36'x36'48' MAT FOOTING ON SOLID SUBSTRATE W/(4) •4 BAR EACH SEE DIV. 3 SHEET A 1 r "FF . 6 MIL SLACK POLYETLENE. GROWJD COVER 1 �� "1 I HY ON GRADE. SEE DIV. 1 SHEET A -1 ELECTRICAL SERVICE: PROVIDE (1)2 la SCHEDULE S0 PVC CONDUIT FOR ELECTRICAL SERVICE AND (I) 5/8'x8' LONG .GALVANIZED ROD, . FOR ELECTRICAL GR71A1DINCa. SEE DIv. 16 AND - VERIFY - Ulf SITE CONDITIONS BLOCK OUT IN STEM WALL FOR POORS: .. ( HYAC, - ETC. A6 REQUIRE'D, f x _ 1 2 1 18'x24' CRAWL SPACE ACCESS. INSULATE AND 1 WEATHER STRIP SEE DIv. 010022 SHEET A -12.2 . PRESSURE ENT BL SAME SIZE AS 24'424'X7 MAT FOOTING ON SOLID - SUBSTRATE l f W/ (2) 4 4 BAR EAG14 WAY OR I2' STRIP. FOOTING PER DETAIL 16/DI ' } .. j FP- 15.1.: 30'X30'X'1' MAT FOOTING. ON SOLID. BUBSTR4T6 1 1 W/ (2) 4 4 BAR EACH WAY OR 15' STRIP FOOTING PER DETAIL. 16/Di: FP -16.( 36'X36'XI2' MAT FOOTING ON SOLID SUBSTRATE W/ (2) •4.EAR EACH WAY PP-113 STUB STEEL R' INTO SLAB •12'oc I�1 FLOOR JOIST J 9EE 'DIV 691 -EET A -1 BEAM LINE,: SOLID BLOCKING BETUEEN JOIST 1" J . O V ER SUPPORT SEE D IVISI ON 06100 6F4EE A - ( ,_ 24 ,1 . PRDYID€ SOLID. BLOCKING TA p.E4 4-1 O J0 SYSTEM T'Q PROVIDE,SAME F BEAM SUPPORT AS ABOVE AND BELOW SEE DIV. 6 SHEET A -I EN:LRAL ;:NO L NOTES" 1 1I F ALL GENERAL NOTESiANt>- 2, - BEE TYPICAL MATERIALS LIST ON SECTION SHEET 3..8EE COVERSHEET.F.OR ALL -NOTES AND .: REQUII'2EhENT37CONCENR7G MECHANIC-4Z PL1FISING AND ELECTRICAL. 44TRUS'S DESIGN 81 T't5l4IF. TRUSS PLAN SHCUN Y9 FOR'GENERhi-y,LAYOUT SEE DM,6100.61- EET'A -1 - TRI98 LOA.D7•Ka • 9EEVIV. 010007.4 S44EET.A -1 - :713755 SPAN PER FLOOR PLANS - T1G1S4 TYPE PER ROOF FRAMING PLAN 5 - ROOF FRAMIN4a SPACING, 24'.oc UNA. 6. ROOK. : EXTERIOR' PER ELEVATION' • INTERIORPER6ECtION. l. RARER TAIL 2x4. vERIFY. 8. ROOF. TAIL Al D -RARE OVERHANG PER ROOF S ALL HEADERS. ARE 4x10 DF 2 UN.0.. PROVIDE . (1) TRIMMER STUD UP TO 4' - 0' SPAN AND (2) TRIMMER STUDS OVER 4' -0' UNA. SEE, DIV. 06100 SHEET A.. '( CRAWL SPACE VENT. SEE CALCULATICN BELOW, . SEE Div. I 151 - ALL CRIPPLE WALLS ARE' 2x6 OR 3x4 • 16' oc ' 1 UN.O. H' MM STUD LENGTH PER UBC SEE DIV.6 SHEET A -I 4x10 BEAM, LINE. MIN. 1 CLEARANCE FROM CONCRETE AT END OF BEAMS SEE DIV. 6. SHEET. A -1 4x4 p09T (SCAB POST AND BEAM_WITH'2x4) ON 90 FELT ON MAT FOOTING UNO; PROVIDE 4x6 POST • SEAM SPLICE 4 POSITIVE CON- NECTION FROM POST TO FOOTING. PER DETAIL I6/PI. SEE DIV. 6 SHEET A -1 MIN: P CLEARANCF AT END OF BEAMS EXTEND PIER MIN "16 BELLOW. SURROUNDING GRAD$ 3' DIAMETER STEEL F'O5T EDGE OF CONCRETE' SYMBOLS & LEGEND S PONT LOAD FROM ABOVE .. POMT LOAD FROM ABOVE W/ LOADING POINT LOAD TR8 49FER NG DOUN PONT LOAD TRANSFERING DOUN W/ LOADING TOTAL: SF "OF NOME 2127 SF TOTAL' SF OF GLAZING .. 280.64 SF TOTAL S ^OF - - GLAZING 13,2 S SF. is CALCULATED, USING THE !REQUIREMENTS SET. • FORTH IN THE WASHINSTION STATE EAE11Ysr. CODE: REFER. TO ADDITIONAL : DOCUME?1TATIGf!I -TO SUPPORT t- ETU- IODOLOGY OF'PERFORIANCE COMPLIANCE 2 - II' .. 3' T -11. I/2' SYMBOLS AND LEGEND ❑F FAN DIRECT VENT. TO -OUTBIOE ' - MECHANICAL, PLUMBING AND' ELECTRICAL. MS . . - BATHROO LAINDRY 50 CFii MIN. SYSTEM FOR IAIITS: PER DIV, 15,15 SEE SHEET Al KITONIEN 100 CM MIN. -UNCLE HOUSE FAN WV CRI MIFL VTOS R O ®. UAIOLE HOUSE- EXHAUST FAN CONNECTED A. VIDE 6' DIAMETER FRESH AIR WAKE FROM 14 FIOIIR TRIER LOD CFMMIN VTO OUTSIDE TO RETURN AIR PLENUM AT FURNACE Q.. THERMOSTAT • 50' ABOVE FLOOR WITH MOTORZED'FLOW DAMPER:, B. PROVIDE THERMAL EXPANs/CN TANK AT WATER 0 UO✓ SMOKE DETECTOR PER UBC WITH BA/ mx( BACKUP INTERCONNECTED C. STRAP WATER HEATER TO'FRAMING TOP AND 150TTO1-1. l R� 2d HOUR /PER TO UAiOLE.HOUSE FAN PR OVIDE, FTZ ES&URE LIEF LINE .. PLUMBED TO OUTSIDE. 3 '_10 4 177' l -3 GENERAL'PLAN NOTES 1 SEE COVER SHEET FOR ALL .ORAL NOTES - 2. ENERGY AND AIR QUAILITY INFORMATION SEE DIV. I1 SHEET A-1' _.: 3. SEE BUILDING ELEVATION FOR WINDOW OPERATION SEE - DIV, 8 SHEET -A -I 4. SEE TYPICAL .MATERIALS LIST ON SECTION _. 5. SEE COVER SHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL - I FLOOR PLAN KEY NOTES OCCUPANCY SEPARATION: APPLY. (I) LAYER 5/8' TYPE 'X' GAIN 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: 01002. SHEET A -I ( i 3/8 MIFL SOLID CORE DOOR WITH SEL1 GONER I � TO RE TIGHT FITTING NEE DIV 01002E SHELt A -I STAIR ASSEMBLY NOTES: PER EEC SECTION 1003 A HEADROOM MIN. G' -8'. WIDTH MIN. 3' -0'. • B. TREADS 10' MIN: DEPTH, RISERS 8' MAX: HT C.. HANDRAIL MIN. 34' TO MAX 38' -ABOVE TREAD NOSNG. HANDRAIL I I/2'. IAN. TO 2' MAX. CROSS SECTION DIMENSION AND 11/2' MN. CLEAR MOM WALL, RETURN RAIL ENDS. D. INSTALL FIRE. BLOCKING AT STRINGERS, TOP - AND.BOTTOM AND ADJACENT WALL(S). £ ' COVED I, 451_E SPACE UNDER STAIR W/ $/8 TYPE')(' P1/ /A (2) LAYERS _6 CEILING AREAS F. MTERMEDIATE..EALUSTERS.A -ALL BE SPACED • W/ LESS THAN 4' BETII0ETI BALUSTERS. SEE` DIV. 01002E SHEET A -I. SAFETY GLAZING PER UBC, SEOT 2406. ' ". A. WINDOWS WITHIN IA' OF FLOOR 'B. WINDOWS WITHIN A: 24' ARC CF DOORS C. WINDOWS, AT TUBS AND SHOWERS D. GLAZING N DOORS E. WITHN' STAIRWELLS F WIT//IN 5' OF TOP OR BOTTOM OF STAIRS EGRESS WNDOW,PER UBC, SECTION 310.4 SEE DIV. 08600 SHEET A - 11 IGNITERS FOR GAS FIRED APPLIANCES IN 7 GARAGE TO BE IS PIN, ABOVE TOP OF SLAB. ''... SEE PM.;N SI FT -A -1 - • COVER WALLS ADJACENT TO TUBS AND SHOWERS ' WITH NON- ABSORBENT MATERIAL TO 10' ABOVE. ORAN INLETS. SEE DIV. 09260: SHEET A -I I.. (2) LAYERS 'OF FLOOR SHEATHING OVER 8' MAX. RISER WITH 10' MIN RAN F MORE THAN (3) RISERS, HANDRAIL REQUIRED PER UBC,: SECTION 1006 SHEET A -I II N x24 `RAI1= EPAOE ACCESS. NSULATE AND WEATHER SSTRIP SEE DIV, 00022 SHEET:_A -I 1 22'x30' ATTIC SPACE ACCESS -W/ 30' HEAD CLEARANCE.`, INSULATE MUD WE ATHER S TRIP. SEE DIV. 010021 SHEET A -1. FLOOR MATERIAL BREAK LINE WALL LINE ABOVE LINE - BELOW I P 15 1 FIREPLACE ASSEMBLY NOTE l A. DIRECT VENT FIREPLACES, INSTALL. • . PER MFG. SPECIFICATIONS, SHALL C01/FOR4•T REQUII MENTS, SEE DIV: 0 10028 SHEET A -I 8,. O.CLEARANCE FIREPLACES SHALL CO1FOR't TO USG REQUIREMENTS., SEE DIV- 01002±8 SHEET A -1 G. HEARTH SHALL CONFORI TO UBC REQUIREMENT.' I SEE DIV: 01002 AND 9 SHEET A -1 D. 5/5'TYPE 'X' SW0 CM HOUSE SIDE OF CHASE CLOSURE TO ROOF SHEATHING. C . SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS r P -Il B. DIAMETER STEEL POST 36' GUARDRAIL PER UBC 5092 A AT STAIRS SLOPES aT 36' ABOVE STAIR NO5INGS. P -19 ''B' VENT FOR MECHANICAL. I' CLEARANCE ALL SIDES PER UBC SEE DIV 15 SHEET A -1 ... PLANT SHELF IS I S I,?UARE .;FOOTAGE MAIN'FLOOR =964 SF I'q' UPPER FLOOR. 1155 SF TOTAL 2119, SF 246 5515,151, 244 CLG.JSTS • 24' Ai,. ALL FLOOR JOIST ARE: II -1/53' TJI PRO 150's AT 152' oc VERIFY WI MFG LAYOUT. SEE DIV. 06100 START FRAMING HERE GENERAL ' FRAMING' NOTES: L SEE COVE °+TEED FOR Atli GENERAL NOTE9 " AND . l QUIREN�NTS 2; SEE TYPICAL MATERIALS LIST ON , SECTION SHEET ... 3. SEE COVERSHEET FOR ALL Y NOTES AND REQUIREMENTS CONCERNINGMECHANICAL, PLUMBING, AND ELECTRICAL. 4. TRUSS DESIGN BY MANUF."TRISS PLAN; - SHCUN 15 FOR - GENERAL LAYOUT ONLY SEE DM 6100 SHEET - A -I - TRUSS LOADING SEE DIV. 0100011 SHEET A -I TRUSS SPAN PER FLOOR 4R.AN5 - ..TRUSS 1 Y C PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, 24'.. sc. UNO. 6,ROOF PITCH EXTERIOR PER ELEVATION' INTERIOR PER SECTION. ' 1. RAFTER TAIL 244: VERIFY. a ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. S. ALL I- FADERS. ARE. 4410 DF UNO. PROVIDE (I) TRIMMER STUD UP TO 4' -0': SPAN AND (2) TRIMMER STUDS OVER 4' -0' 111.0. SEE DIV. 06100,944EET A-I I FRAMING PLAN KEYNOTES BACK FRAMING AND - SOFFIT AREA AS REQUIRED TO ALLOW FOR HVAC DUCTING_ SEE DIVAS SHEET A -I RAKED PONY WALL ON TOP OF LOW=R ROOF:. FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING. MEMBERS. ALIGN EDGE OF JOIST WITH FACE OF WALL ALIGN INSIDE FACE OF BEAM 11.11114 OUTSIDE FACE OF WALL UPSET:: - :BOTTOM OF BEAM EVEN W/ BOTTOM OF JOIST AND TOP OF BEAM EXTENDS UP ABOVE JOISTS TOP OF BEAM IS FLUSH WITH BOTTOM OF JOIST WITH NO TOP PLATE. CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. I ATTIC SPACE VENT SEE CALCULATION USE DIV 01002 SHEET A -I FLOOR. JOIST = SEE SCHEDULE DUG. SEE DIV. 05100 SHEET A -I SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PRESSURE BLOOSING SEE DIV ' 06100 SHEET A-I FLUSH - BOTTOM OF. BEAM EVEN. W/ BOTTOM OF JOISTS, TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS COLLN BELOW JOISTS TOR OF BEAM 5' BELOW TOP CF JOIST TO ALLOW FOR HVAC OVER BEAM AND BEAM BUMPS ['OLIN BELOW JOISTS 2X6 OVERFRAMINGF 24' OC 2X6 CEILING JOISTS a 24': OC PONT LOAD FROM ACOVE POINT 1.040 F940M ABOVE UVILOADMG POINT LOAD TRANSFE FAI POSE Er POINT LOAD TRANSFERNG DOUN LOAPMCs 8' -6 114' -ROC. - ROCF LA E BELOW M. Bdrm. SYMBO1S AND LEGEND '. jEj- FAN - DIRECT VENT,TO OUTSIDE' : MECHANICAL, PLUMBING, ELECTRICAL 13ATHROOM8/L'AUNDRY 50 CFM - MN. .; SYSTEM FORUNITE PEROM 15,16 SEE SHEET AI KITCHIE2 100 CFMMR•L - • - WFIOLE: H0118E. f 00 CRM MN. Vf08 FORK UJFi , �.. UNOLE NOUSEE)2HAUST FAN CCENECTED A PROVIDE 6' DIAMETER FRESH AIR INTAKE FROM A "T4 HOUR TIMER - 100 CFM MIN YTO OUTSIDE TO RETURN. AIR PLENUM AT FURNACE TIER'1OSTAT . 50' ABOVE FLOOR' WITH MOTORIZED FLOW DAMPERS. B. :717 THERMAL EXPANSION TANK AT WATER 0 IIOV SMOKE DETECTOR FER L C . HEATER WITH BATTERY BACKUP INTEROOR ECTED C. STRAP, WATER HEATER TO FRAMING . TOP AND BOTTOM. c 24 HAIR TIMER TO WHOLE HOUSE FAN D,, PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. - 6' -3' 3' : 5' -I' - 2' -II 12' 12 T-6 . I2' 11.E II' -3 V2' Bdrm #3 CARPET I2' GENERAL PLAN NOTES, FLOOR PLAN KEY NOTES I P _ I OCCUPANCY. SEPAR4T1ON, APPLY (II LAYERS /S TYPE 'X' GW$. TO ALL WALLS AND CEILNGS OF GARAGE SIDE FROM FOUNDATION TO SHEATHING. WRAP POST AND BEAMS. APPLY (2) LAYERS TO TRUSSES AND ,:TJI FLOOR JOIST. . SEE DN.. 010025 SHEET. A -1 1 318' MN. SOLID CORE DOOR WITH SELF CLOSER ) TO BE TIGHTFITTING' SEE DIV. 010025 SHEET A -I STAIR ASSEMBLY NOTES: PER USG SECTION. 1093. l 1. A , NEADI01•II'1 MIN. :A -S'. WIDTH MN. 3' -0'. B:. TREADS 10'. MEL DEPTH, RISERS. S' MA NT- < C. HANDRAIL. MN- 34' TO MAX 38' ABOVE TREAD- NOSING: HANDRAIL 12/2' MIN. TO 2'. MAX " CROSS SECTION. DIMENSION AND .: 1/2' 1-1 7.1. CLEAR FROM WALL, RETURN RAIL ENDS. D. INSTALL FIRE SL.00KNS AT STRINGERS TOP AND BOTTOM AND ADJACENT WALL(91. .E, COVER USABLE 'SPACE 'LINDER " STAIR 'W/ 5/S' TYPE ')(' G,Wp. ) CEI AREAS: • F. - INTE�i'1EDIATEBALUSTERB -S(2LAYERS H• ALL BE' LNG SPACED WI LESS THAN 4': BETWEEN BALUSTERS. SEE DIV. 01002.6. SHEET A -I. SAFETY " GLAZING PER UEIC, SECTION 2406 A. WINDOWS WITHIN 13.• CP FLOOR D. WINDOWS WITHIN A 24 AND CF DOORS C. WINDOWS AT TUBS' AND SHOWERS D. GLAZING IN DOORS E. WITHIN STAIRUSI IS F,.WITHN 5' OF TOP OR BOTTOM OF STAIRS SEE DIV. 08800 SHEET ( EGRE°.� WNDAU PER UBC; 8ECTIAN 310.4 . SEE DIV.ID8690 A -1 KaNITER5 F Flf�D A 11SJANCES I.. l ...I GARAGE TO BE IS'.:1'1IN, 45::W E TC)POF S SEE DM" I5 SHEET A -1 COYER WALLS ADJACENT TO-TUBS AND SHOWERS' WITH NCO-ABSORBENT MATERIAL tO ".m'ABOVE DRAIN . INLETS.:. '. SEE DIV 09250 ... SHEET A -I /2) LAYERS OF FLOOR SHEATHNGG OVER MAX.. RISER WITH. 10' MIN. RN IF MORE THAN (3) REEFS, HANDRAIL REQUIRED PER UBC, SECTQ4 1006 SHEET A -i (. P -t0. I U3 �Q4':CRAUL SPACE SEE Div ACCESS 0 • NSULA2 SHETE AND LLEATHER.STRIP. . 10 02ET A -I 1 1 .22'x30' ATTIC SPACE ACCESS W/ 30' HEAD I CLEARANCE. INSULATE AND .UIEAT11ER STRIP. SEE DIV. 010022 SHEET A -1 FLOOR MATERIAL BREAK LINE I P -13 WALL LINE ABOVE WALL LINE BELOW P -15 1 FIREPLACE, ASSEMBLY NOTES: .. A. DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL CONFORM TO UDC REQUIREMENTS. SEE DIV. 010024 SHEET A -I . _ 5. ZERO CLEARANCE FIREPLACES SHALL.: TO REQUIREMENTS. - SEE 1V. 01 S HEET A -1 G. HEARfH SHALLCA'ORM TO UBC ' REQUIREMENT, SEE DIV: 010020 AND 9. SHEET. A -1 p. . T2 EN 'X'. CANE ON NQUSE SIDE OF CHASE CLClBURE TO ROOF 9HEA'17.1MG. I P -16•) SEE 5i SITE PLAN FOR EXTENT CIF WALKS .: l AND DRIVEWAYS Fs.7 3' DIAMETER STEEL POST, • P -18 136',GUARDRAIL' PER USG 5092 A.'AT- STAIRS SLOPES AT 36' ABOVE STAIR NOSING5. B' VENT FOR MECHANICAL. I' I CLEARANCE ALL. SIDES PER LEO SEE Div. 15- SHEET A -I 1. .SEE COVER SHEET FOR ALL. GENERAL NOTES CND'REOUIREMENTB< . • ISERG1' AND AIR QUALITY INFORMATION' SEE DIV fl SHEET . • . U 1 ".' 3. SEE ELEVATION FOR WINDOW OPERATION SEE DIV: 8 SHEET A -I - • 4. SEE TYPICAL MATERIALS LIST ON SECTION S. SEE COVER SHEET FOR ALL NOTES AND::; REQUIREMENTS CONCERNING MECHANICAL; PLUMBING, AND ELECITRICAL , MEM r - T L I ROOF LNE BELOW I GENERAL' FRAMING' NOTES FRAMING PLAN KEYNOTES F•1 1 B ACK FRN`1MG 4NC .SOFF AR EA AS 1 REQUIRED TOALLOIU - FOR HVA DI�TINS_ • SEE DIV:15 .. SHEET. A-I ( F - RAKED PONY WALL ON TOP' OF LOWER ROOF I j FRAMING. MEMBER55UPPORT UPPER, r . .. ROOF FRO1•IING. MEMBERS - I F•3 ) ALIGN EDGE OF JOIST WITH FACE. OF'1'LN ALIGN INSIDE FACE OF BEAM WITH OUTSIDE I F - 41 FACE L l F -5 1 UPSET B OTTOM CF BEAM EVEN TO ID/ BOTTOM OF JOIST „ AND P OF BEAM EXTENDS'UP ABOVE JOISTS • P - 6 TOP OF TEAM fS FLUSH WITH B2TT 1 OF . j JOIST WITH NO TOP FLAT C LTT. ADJ ACENT FI@,"3'1ING MEMBERS INTO BEAM 'F OR.,.. ADEQUATE SUPPORT. F_l.1 ATTIC SPACE VENT SEE CAL CULATION SEE DIV. 01102 SHEET A -1. FLOORJOf$T • SEE SCHE DWG. 1 F -8 SEE DIV.06I00 SHE A -I ( F -S j SEE ELEVATONB CN SECTIONS FOR 1 I PLATE,.NEIG 4T r I SE E DI BLOCK • SEE DIV..06100 BF RET A -I -: • FLUSH T BOTTOM OF BEAM EVEN W/ BOTTOM • OF JOISTS ..TOP CF BEAM FLUSH W/ TOP OF JOIST AND. BEAM EXT ENDS.DOLLN. BELOW JOISTS TOP o F 5' BELOW TOP OF JOIST TO • ALL OW FOR HV AC OVER AZ1 AND BEAM BLA'IPfi DOUN.$ELOW JOISTS • - (' F_14 ) 2XPa.OVERFR4NING • 24 OC F 2X6'CEILMG JOISTS s 24' OC ROOF VENT CALCULATION ROOF VENTGALCB $A5 J oW UBC_SECTION 15053 TOTAL ROOFAREAIES - 5F/900 .386 SF OF VB'NT AREA RELY 50 % AT : , t98' SFGM11F?ED % s 36' (MN, ABOVE EAVE • t98 9FRE(aUiRED. -.. 5 ROCF' J AG K B AT 50 SO_ IN EACH.2S0 SO I.,' 'j74 `SF 7E. E LF OF,.IEAVE VENTS AT 52 SQ. INA P.4068 SO. IrL.2 2 ' SF Q_ GABLE END' VENTS AT Q__ x 1 • Q_,—_ 5Q R1.O • 9F _GABLE END VENTS AT _ —ic SO. IN •UQ 2 GABLE END VENTS AT 18 DIA. .24 $GL1N.•�3 -6F� TOTAL VENTS PSOvDED ROOF JACKS . t74 • SF EAVE VENTS • 282 9F GABLE END VENTS .,3? SF TOTAL SF Of' VENTS;FRDVIDED .`4�_SF • AREA MAY BE 1/900 IF A VAPOR RETARDER, IS INSTALLED ON-THE W4 1.31DE OF THE �4TTIC INSULATION 363C 150532 • EFFECTIVE VENT AREA BATED 021 4 , 30% REDUCTION DUE TO 1/4' MESH SYMBOLS & LEGEND Q P08'1.i LOAD FROM ABOVE POINT, LOAD FROM ABOVE W/ . 181 .r e. POINT LOAD TRANSFERING DOI1N,., POINT LOAD TRANSFERING DOWN W/ LOADING HANGER POINT LOAD TRANWEREO BY KICKER is SEE CdvER SHEET FOR ALL GENERAL NOTES AND REQUiRET1ENTS. 2. SEE' TYPICAL MATERIALS LIST ON SECTION SHEET _ ..V 3. SEE COVERSHEET FORALL NOTES. AND RELIW NTB CONGE FI PLLf ING,'4b ELECTRICAL.::: 4. TRUSS DESIGN,BY MANIA TRUSS PLAN SHOUN I5 - '', GENERAL LAYOUT ONLY SEE DIV. 6100 SHEET A-I .'TRU59_I.CADA'Ya { - SEE :DIV. 01000TASHEETA -1 TRUSS, SPAN PER FLOOR FLANS _ TRUSS TYPE PER ROOF ^FRA1ING PLAN 5. ROOF FRAMING .SPACING, 24° 0. 0140 6 .ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION 1.. RATER TAIL 2x4. VERIFY S. ROOF TAIL AND '.RAKE - OVERHANG PER ROOF FLAK 5, ALL HEADERS ARE 4x10 OF 2 UNO. PROVIDE (1) TRIMMER STUD UP TO 4' -0' SPAN AND (2) TRIM STUDS OVER 4' -0'. UNO. SEE DIV. 06100 SHEET A -I 6' WORZ.. SIDING -- l'ICAL'iltilLIIING MATERIALS = w• aiaLE vENT btS FASCIA./ - • - b TRIPI, TYR , • zi B4T183 RoUC.4 A&LN FiXtUOOD •12' o - TIP. ....,-Arnifill "mint Awn - 1191111111111 A i n Ei / 4 di o... g -ii.............i........ is 4111 AVM 1111111111141111111 AI 1 mis lg -- .411111 . (11 r;1 4111 1 dig ilp -40116mcontmour i....1.41111.11111MINIMIffiligla ..mminam I la III 12 III M mr.rr•1222... Ill IMMO MINIIIIP, ■EMENNIIIMIIII INIIIIIMInii. !N= Mia •111111111EM Ib lims 6 EMS N i wwf. it, r je a nal 1 i l 1 .11 i ll f alas••••■ IA I difillifilta tatirlifirarliarrilifigINEMINIMinlilliEllii Sinai illIMMIIIIImmil 11111111111111111111111111111111111110111611111111111111111111111111111111 11111111111111111111111111 m williffuriumilli11111111.111111111111WIIIMMIIII1111111111 dminan Allig11111111111111111111111111111111111111KIIIIIIINIIIIMIMI011111111111 Fi.00fx Joie* PEN‘Ft.AN • TOP PLATE ovia,. 4 RAOR ro FOU DATIO D Al BASEMENT SLAB MIST BE N PLACE PRICK TO FULL BACXFLLIG OF WALL. NO RELATION BETWEEN BASEMENT SLAB ARV STEM WALL. TCP CF SLAB FOU DATIO 3/4=1' -O• I'.0' D TAIL 2x4 TOP PLATE GARAGE DOOR LORI (SEE RE . PLAN FOR SIZE/ NAL BLEATW TO NOR W Ed NAILS • 3' OD • SLR WALL LOC. UNO. ON 5443 WALL SCIED. 2 2.4 STUDS -NAIL SEAT.. W M NAILS• 3' OC. TO EACH STIR LINO. CR 514R WAIL SCJED. NAIL Ed NALS • 3' DC. • ALL PLTS, IORB L STIRS UNO. ON SLR 6ALL SC1ED. 2 2x4 AT ANY SI-EATLING JOINT 1/16• 0.9B. 94-EATLI1L. fMIM1 ) STIDL STRAP TIE ANC140R (NAIL TO BOARD FOR, BEND IP AFTER CONCRETE CUBES) USE 38 -.X2 VB NAILS EACH LINO. - ---- - 2 -2X4 PLATES, NAIL BEG. TO EA RATE (215/8'• AB. W MN 1' EMBEDMENT LINO. ON BR WALL SOLED. CONTINUOUS FOOTING _I =III =11 5/8'6/10' A8. W 250'x3M' SD STEEL PLATE WASHERS • 4' -0' OC. (DIV. 3 SLEET A -U EXCEPT AS NOTED CN SNEARUALL SOLED LE 1' MK EMBED. -[11.4 BAR •TOP vERT- BAR • 12 oc, FULL LEICd4T CF WALL (DM 3 BEET A -U V VERT. J -84R • 6' ac [DN. 3 SLEET A -11 DAMP PR7CFI4G ( DIV. T SLIT 412 V RCM. BAR • IV oc r OVERLAP (MN) (DM 3 SLEET A -U TIG4TLIE 4' F•ERE. FTG. DRAW WFILTER N 24' GRAVEL BED )DIV 2 SLEET 4.1) 14J 4 BAR COLT, (DN 3 SLEET A-I/ SOLD 9{BSTRATE CCNC SLAB OVER 4' ROCK OVER VAPOR BARB ICI 5/8'4'x10' AB. W 2 X2,3M' SD STEEL PLATE WASHERS • OC. (DI V. 3 SHEET A -U EXCEPT AB NOTED CN EHEAR IALL SCIEDLLE 1' MN. EMBED 02 BAR •TOP VEIN. BAR • 10' oc, FULL IE GNT V. 3 CFET1 (DI SHEET 1-12 5 VERT. JEER• 5' oc (DIV. 3 SLEET A -U V NORZ. BAR• 171' oc (Div. 3 SLEET A -Il V BAR • E L.2 (DIV 3 SLEET 4-I1 DAMP PROOF.. ( Div. l 9NT All 2' CLEAR 15) V BAR CCNT. (DM 3 SHEET A -I/ SOLD SUBSTRATE 4 CCNC SLAB OvER 4' ROCK OVER VAPOR B4RBCR .1111 -I 111 llclll 1112 °Illlll - 111111 =III 1= 111111= 1E-111 Il unil =unir " =uua- -lino= llllll_Illill= 111111 =III. 111111 91111E 1111_111 II11_ unil =IllI1=6n )) -1 =11 IIII ill�if_II�III= 111111 = 111111: STEPPE FOUNDATION DETAIL L L NTB 3900. 00000-23 16 TYP. FLOOR FR&T1NG FER PLAN (Div. 6 BEET A -U TY, EXTERIOR WALL CTICN PER PLAN (DIV. 6 SLEET ET 4-)) A -U LOCATE SHEATH.* JOLT • COMER MEMBER RM BOARD LOCATE SLEATLNG JOINT • COM ZI4 MEMBER CRIPPLE WALL FER PLAN EEE RAMAT. DETAIL(9) 17 L O APA LATERAL RESTRAINT PANEL OCRIPPLE WALL ®FOUNDATION O FOUNDATION DETAIL 3/8'=f-0' n000- Loo- 13 06100-03300-06_1:11 9 3/4' =? TTP. FLOOR FRAM. PER PLAN (Div.6 SHEET A •v TIP. EXTERIOR WALL CCNSTRIETICN PER PLAN (DM 6 SLEET A -I1 I, BOARD CRIPPLE WALL, PER PLAN...114 A MN END LENGTH OF L' FER UBL EEC. 2320)15 (DIV.6 SLEET A -U SEE FON'DATION DETAIL./ CRIPPLE WALL ® FOUNDATION '?? __ t - IIIIII_Illlll_IIIIII I 111111 - 111111= 11= 111111E11 111111 - 111111 =111111- 111111 111- .11= 111111 =1 Illlll 4 .. =11111 AN FOUNDATION DETAIL 3/4'=f -O• CANTILEVER FRM'G AT FOUNDATION DETAIL 03300. 00000 -23 15 3/4=f - om1oo-03300.0 _TJ ®FURRING + 3 N' VARIES 1111111111111 =1= 111111= } =111111= HMI SLAB 0 STEM WALL ig E3/4.4 -O• TYP. eximaxivALL CLMSTIa4 1K*) FER PLANS CON 6 SLEET A -U 4' CONIC. OVER 4' ROC< CNER VAPOR BARBER R•I0 RIGID N511..ATION 2X10 TREATED PLATE OFFSET 3/4' SEE FOUNDATION DETALS TIPICAL EXTERIOR WALL CCNSTRUCTICN FER PLAN (Div.6 SLEET d -U AIR SPADE Er BULDNG PAPER HOCEED END MAEQRT vEFEER TIE TO FRAMIG Ev. i SO FT. (CV4 Bras. AV HAS.. vE EER CCM. FLASLNG [MEP HOLES • 4' -0' OD TREATED MID SILL (DN. b SLEET A -U SEE EC M3ATION DETAILS SEE MUMMER DETAILS 03300 - 00000 --s 6'MN VERIFY W GRADE COCOAS NOTE. TIAS CPTICN CAN NOT BE USED AT BLEAR WILLS. 04200.08100 -02_TJ O6100- 033042LTJ + TTP EXTE RIOR 44L CQ45 PER FLAN (DIV 6 SLEET A -U 4' CIO SLAB OVER 4' GRAVEL BED (DN. 3 SLEET A -11 TREATED MD BILL (Dlv 6 SLEET A -N HANGER OPTION 94 � z . '') 'foe cou.ina°LAI GED TYP. (DM S SHEET INTERIOR BEARD. WALL (DI, 6 SLEET A -U V2, IV. • 4 OD (DM 3 SLEET A -U SLAB ON GRADE FER PLAN (Div. 3 SLEET A -Il vAPER BARBER CONT. SPREAD FTG. PER PLAN (DM. 3 BEET A -U • 49' (2/ V BAR COLT (DIV. 3 SLEET A -U FOUNDATION /FRAMING CONNECTION ()FOUNDATION DETAIL 3/4W-0" ossoo- os,00 -os 3/4=f -O + EXT. DOOR AND FRAME (Dlv. 0 SLEET A•U DOOR THRESHOLD FLAL.NG dS RECD. (DN. 1 SLEET A -U NERvESTRAL FLASH.. C.C. SLAB OVER 4' GRAVEL BED (DIV. 4 SLEET A -U 2x12 TREATED TRE9H01D TRIM RIM JOIST 'HEATED MLO SILL (DN. 6 SLEET A -12 •4 VEIN. RE -BAR FROM STEM WALL STUBBED MO SLAB TTP. FLOOR FRAMING PER PLAN (Div. 6 SLEET A -I/ RILL WIDTH TREATED YU, SILL HANGER PER MFG TTP. FLOOR FRMTIG PER PLAN (DN. SLEET A -U EXT. DOOR AID FRAME (Div. 8 SHEET A.0 xx DOOR TMBESNOLD FLASLNG AS REOD. (Div. 1 SLEET A -U NERVESTRAL FLA.H.C. 4' CONC. SLAB OvER 4' GRAVEL BED (Div.4 SHEET A -U TREATED MD SILL (DN.6 SLEET A -U AIRSPACE TYP. vERT. RE -BAR FROM STEM WALL STUBBED INTO SLAB POST AND BENZ PER PLAN TTP. FLOOR FRWING PER PLAN (DN. SLEET A -I2 TTP. EXTERIOR W4LL CONSTRICTION PER PLAN (DIV.6 SHEET A•Il TREATED MD SILL SEE FOLMARON DETAILS POST AND BEAM PER PLAN ER' E 1 IE= II1111 a €Illlll °111111 i =111111°1 Illlll Ili II II 111111= 111111= Illlll II FINISH GRADE TOP CF DOWEL TOP CF SLAB PER PLAN FOOTNG DOES NOT SLIDE N THIS CONDITION. FOOTNG SPANS LORZCNTALLT. =11 u'= FOUNDATION DETAIL EXT. DOOR THRESHOLD DETAIL 3/4•=f - 06100-03300-05 2r.11 + v J /4'=f FRAMING PARALLEL TO STEM WALL FRAMING PERPENDICULAR TO STEM WALL 12 AB. )D 1'Xl'x SD STEEL PLATE 1'•- 0' WASHERS • O. (DM 3 SLEET A -D EXCEPT 45 NOTED ON SMARWALL SCIEDULE 1' MN EMBED. V NMI. BAR 10' 0.C..1 CORER OVERLAP (DM 3 SLEET A -)) •4 vERT. BAR 5411E AS STUB STEEL 5P4CIG. (DIV. 3 SLEET A -U TGLTLUE D4MPPRJOFNG 101.1 SHEET A•U V STUB STEEL FROM FTYv • K' OC. (Div.3 SHEET A•12 4' PELF. FT'G. DRAW -)FILTER N 24' GRAVEL BED (DIV. 2 SLEET A -U SOLID SUBSTRATE 12) •4 BAR CONT. (Div. 3 SLEET 4 -I) CCMPEN MEMBER RIM BOARD 1!1'6/10' AB. W! 2'XI'X3/I6' 5.0 STEEL PLATE WASHERS • 4' -0' 0.C. (DA, 3 SLEET A -D EXCEPT AS NOTED ON SLEARI4LL SCHEDULE 1' MN EMBED. (2) V BAR • TOP VEIN. BAR • C oc. RILL MGM CF WALL. (Div.3 SLEET A -W DAMP PROCFNG (DN. l ENT AU vERT. J -EMI • 12' oc (DIV. 3 SLEET A -U V NOR,. BAR • 0' oc 1' -6' OVERLAP (MN) (Div. 3 SHEET A -U T.LITLEE 4• PEFF. FTYv DRAIN IL/FILTER IN 14' GRAVEL BED. lDIV, i SLEET A -Il (4)V BAR CCNT. (Div. 3 SWEET A -I) SOLID SUBSTRATE EXT. DOOR THRESHOLD DETAIL CANTILEVERED RETAINING WALL 3/4.1 06100. 03300 -04_TJ 0 3/4' =1 0330400000-22 + 1 5 /5'6/b' AB. Iv 272'X3/16' SQ STEEL PLATE WASHERS • 4' -0' OC. (Div. 3 SHEET A -11 EXCEPT AS NOTED CN 94EARWALL SCHEDULE 1' MN EMBED. (2) V 5AR • TOP •4 vERT. BAR • it oc. FULL WEIGHT CF WILL (Div.3 SLEET A -U VEIN. J -BAR • Er oc (Div. 3 SLEET A •U N HOP: I. BAR • WY oc (01v. 3 SLEET A -I) V BAR • D' OC L•2' -6' (Div. 3 SLEET A -I/ TIGNTL DAMP FROOFNO ( DIV 1 SHT AU 2' CLEAR (4) V EAR CONT. (DIV. 3 SHEET A -I) SOLID SUBSTRATE 4' FERF. FT'G. DRAIN WEILTER N 24' GRAVEL BED. (DIV. 2 SLEET A•U TTP. EXTERIOR WALL CONSTRICTION. FER PLAN (DN. 6 SLEET A -U LOCATE SHEATHE. JOINT • TTP. FLOUR FRAMING PER FLAIL (Div, b SHEET A -I/ TREATED MD SILL SEE FOUDATIOJ DETAIL(9) TTP. EXTERIOR WALL CCN8TRICTIRI FER PLAN (DN. 6 SHEET A -U LOCATE SWANN,. JOLT a COM. MEMBER SOLD BLCG 34 • RN JOIST • EXT- WALL PONT LOAD GEARING PER PLAN TREATED MD SLL SEE MUDATION DETAILS/ TYP. FLOOR FRAMING PER PLAN. (Div. 6 SHEET A -U ossoo- 00000 -oT 03300-00000 -26 O FRAMING /FOUNDATION CONNECTION A O FRAMING /FOUNDATION DETAIL 06100 0330433 8 3 /4=f - 061T0- 03300.0a_TJ `r 3/4.1 - oBao o3300.O _TJ L L JOB 30.: CO CO CD LO CD ID C 0 LL (0 L CD Ch C!) 7 r � C`7 N d' m V TIT SHEET DI T RECEIVE[ PERMIT CENTER ATTACH LEDGER1U / • 2. ROWS ¢P ITT• LAG BOLTS AT 16 TYP. T.)1;F.9LDOR FRAPTMG PER PLAN • + c �Is �� 4 R I EXC ED'4 I�I I COMDITIO .ORLL N I / it S SS 4.1411 LENGT14 SCAB W/ 2X4 EA SIDE 24'. MAX 9.4'MAH. 2x (2• ffEA1m DEP/H -- -- .RNAN JOISTS) • FINISH LANDSCAPE GRADE OF PIER FLUSH UNTI4 FIN. WS GRADE (3' BELAU FINISH LANDSCAPING) FASCIA PER ELEVATION DY, EXTERIOR GAi CRETEGTIDV FLABNRJYa (DIV. T SHEET AD DEL CR GIRDER TRUSS (PER FLAN) (TYP) ROOF CONSTRICTION FRAME OVER WALL DETAIL 3/44 06100 .47300-15 l'BN1 FER PLA4N RARM PER FLAN SKYLIGHT, 9¢E PER FLAN. PROVIDE FLASHING AS FECOr@DED BY PFG 2x4 • ROOF AND PROING HOVERS TYP. &WEL • GEU.NG ROOF FRAMNG PER PLAN SKYLIGHT FLARE WELL DETAIL 3/4=1-0" 3 - 2x 9TRNGERS TYP. UND. CENTER STREGER WIN 2 - 2•4 STRONG EACK TYP. .. . NAIL. WALL STRi1YsERB UV (2) Ted TO WALL STIDB N8' TIPS 'X' GEE. AS IRECaRED 9EENOTENEE DU 2x KICKER PLATE L )€ADF0011 MN A DTH MN 3' -O' PER 4 NATAL). FIRE EL.00Kin Ns B1 ENG5� TOP e BOTTOM 4 ADJACENT WALL(S)P'ER UDC 2.ADB MFL gem MAX FEKITT ..SSG TOS2 3. toy. N3i�' TO'I'I.NK 9B' AEO'iE TREAD S; CODER USABLE SPACE LIGER STNE ET14 EG • HA ) V !' M N. T O 2' MAX. ORAN - NE TYPE.' (• GUi0. We 2 LATER& • EED At4 DRBC G I 1 V7' MN. CLEA1E 1 CE1 LBYs APEA tUNJ., RE Rol PFR tEC 9ECECA.9 A: NTERFRDIATE BA 3:ma N ALL BE SPADED 4' APPART L$T OPBNYNG PE22lBC erzcs093 STAIR 3/4' -0` oexooae,00 ot': t ••f•• •• 1 3211WITISTIE ml IN EAVE DETAIL 3/44-0' GABLE END DETAIL 3 /4=r -0' PASDA PER ELEVATION TYP. EXTERIOR UULL CONSTRICTION BLOCKNG AT CEILING LEE 244 LEDGER • NT, CELLI.LITE o4s"TrTeTeTi �'� „ ° II�i�I�IlIiI�1i18ti % \ \ ` lea ELEVAnori 1.W1 EXPOSED TRUSS TAIL I I (TYP. GUTTER) Tat • OVERHANG FAEC1A PER ELEVATION EAVE DETAIL 3/4=1-0 EAVE DETAIL EAVE DETAIL 3 /4' =f-0 bego-0raoaia `R /3/4 4-0* SEE ELEVATION (TIP. EXTERIOR WALL CONSTRUCTION) cm, ROLE CONSTRICTION EXPOSED RAFTER TAIL (TYP. GUTTER) ASCIA PER ELEVATION (TYP. EXTERIOR WALL CONSTRICTION) BEE ELEV. EXPOSED TEES TAIL RYP. GUTTER) FASCIA PER ELEVATION (TYP. EXTERIOR WALL CDSTRICTION) TTPICAL ROOF CCNSTEICTICE 1 111" JOB . SHEET t` iS(41 G'EkTER 01,01)D SHEAR WALL TOP PLATE NALNG PER WEARIMLL SCEUDULE B OTTOM PLATE NALRIG PER SEAWALL SCHEDULE PANEL EDGE + FELD NAILNG PER SCHEDULE TJI maxi. TYP. TJI FLOOR CONSTRICTION TYP. WALL CONSTRICT. WITH WALL SHEATHE. PER SCREDU.E SHEAR WALL SHEAR WALL L © PERPENDICULAR TO FLOOR JOISTS (a)PERPENDICULAR TO FLOOR JOISTS 3/4'=f -0' 17070 3/4' =f-0' 1mot BOTTOM RATE NAIVE PER SHEARUALL SCFEDLLE PANEL EDGE + FIELD NAILING PER SCHEDULE TJI FLOOR JOISTS PER PLAN AL. TJI F.0M JOST W WALL TOP RATE NAILING PER SHEARUdLL SCHEDULE TYP. TJI FLOOR CONSTR CTION 7YP. WALL CONSTRICT S C ) TI. WAL L SHEATH. PER S CHECILE EXTERIOR SHEAR WALL SHEAR WALL PARALLEL + O =11 PARALLEL TO FLOOR JOISTS + ° PARALLEL TO FLOOR JOISTS , TO FLOOR JOISTS ® FOUNDATION I® 3/4' 17070-06170-00 3 /4' =147 17070- 06170.02 G 3/4 =1-0 NAL FLOOR SWEATRANG TH15 AREA WITH I0 d•6' EDGES d•10'oz. FELD BLOCK ALL EWES HDd•6'oc PLYWOOD TO BLOCKNG O 01711 PLATE NALSG PER WEARUALL SCHEDLE PANEL EDGE 1 FELD NALWG FER SCIEDWE TJI ELOCKWG BLOCK ALL EDGES PANEL EDGE 1 FELD NAILNG PER SCEDULE T TOP RATE NAILT i •R SCHEDULE TYP. WALL COSTR CTION WIN WALL WEANING PER SCHEDULE SHEAR WALL PERPENDICULAR + ° 17070-03170-03 TO FLOOR JOIST - OFFSET CONDITION °CANTILEVERED FLOOR JOIST r WALL ® CRIPPLE WALL 11 3 /4'=f - 3/4=f-0 1707006/7 -1 1 � 3/4 =f-0' 17070-03303-03 + NAL FLOOR SEAN. TW5 AREA 11.11H 10d•b'oc. EDGES 10 d • kV oz. FIELD BLOCK ALL EDGES BOTTOM PLATE NAILNG PER SEAR/FILL SCHEDULE PANEL EDGE 1 FELD NALNG PER SCIEDILE TJI FLOOR JOISTS PER PLAN TJI BLOCKS. • ALL PANEL EDGES PANEL EDGE + FIELD NAL. PER SCEDULE TOP RATE NALlG PER SHEAIi1ALL SCHEDULE rip. WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE STANDARD SHEAR DETAILS & SCHEDULE EXTERIOR SHEAR WALL SHEAR WALL PERPENDICULAR PERPENDICULAR TO FLOOR JOISTS ®TO FLOOR JOISTS ® FOUNDATION 3/4'=f /7070. 06/70.07 3/4=f-O -03300-01 TOP RATE RAILWG PER SHEARUALL SCHEDULE BOTTOM RATE NAIL. PER SWEARW4LL SOEDILE 10 • 6' oc PLYIID. TO RIM JOIST PANEL EWE 1 FIELD NAILNG PER SCHEDULE - T'fP. EXTERIOR WALL COETR1CTICN WITH WALL SWEATNNG PER SCHEDULE TYP. III FLOOR COETRICTION 7x4 PANEL EDGE BLOCKING TTP. WALL CONSTRICTION WITH WALL SWEATING PER SCEDILE TYP, TJI FLOOR CONSTRICTION BOTTOM PLATE NAILNG PER SEAWALL SCHEDULE 10 d NAL• 6' oc, PLYUD. TO RM JOIST PANEL EWE + FIELD NAL. PER SCRED LE d NAIL • 6' oc PLYWD. TO TJI BLOCK. TOP PLATE NAIL. PER SHEARWALL SCHEDULE TYP WALL CONSTR CTIOI WITH WALL SHEATHING PER SCHEDULE 0 ualuantwalramayrus *lei 1/11 /I l I ' mm —nlul -_ TYPICAL W4LL CONSTRICTION 1670 WALL SWEATING PER SOEDLE TYP. TJI FLOOR OCNSTRICTI(N BOTTOM PLATE NAILING PER 51EAAUALL SCIEDILE TOP PLATE NAILING PER SIEARUALL SCHEDULE ANCH CR BOLT PER SOEC LE SEE ARLN. OVALS FOR FOFDAMON CONDITIONS TYPICAL WALL CONSTRUCTION a. WALL 514EATHNG PER SCHEDULE TJI FLOOR CONBTRCTION BOTTOM RATE NAIL. PER SHEARUALL SCHEDULE TOP PLATE A NILNC+ PER SHEARWLL SCHffDLLE ANCHOR BOLT PER SCHEDULE SEE ARCH. AI FOR FO )01440 ON DET CCNT4ITIQNS TYP. TJI FLOOR CONSTRICTION TYP. EXTERIOR WALL CONSTRICTION WTH WALL SHEATH!. FER SCHEDULE BOTTOM PLATE NAIL. PER 614EARU4LL SCHEDULE 7, RATE NAILNG PER SHEARUALL SCHEDULE CRIPPLE WALL (DIV. 6) SHEATH CRIPPLE WALL SALE AS SHEARWALL Aeo. SEE ARC, DETAILS FOR FOUNDATICS CODITENS CRIPPLE WALL (DIV. 6) SWEATHWG PER SCHEDLE PANEL EDGE I FIELD NAILING PER SCHEDULE AND-OR BOLT PER SWEARIUALL SCHEDULE ( I) •4 BAR CCNT. (DIV.3/ SHEAR WALL PARALLEL SHEAR WALL L O TO FLOOR JOIST - OFFSET CONDITION L O SHEAR WALL HOLDOWN ®o CRIPPLE WALL - INTERIOR 12 11070. 06170 -to 0 3/4'4 17070.06170.24 L NOTE: ALL IFFOfd1ATION ON THIS SHEET IS NOT NECESSARILY INCORPORATED INTO PROJECT. COORDINATE WIT14 PLANS. 0D C'7 Co CD LO CD C• CD u s. LL V CT)* �W o • _C (n CV (11 CO L w W m RECEIVE y� CITY OF TU LA PERMIT CEN ER TITLE JOB NO SHEET Si TJI JOIST DETAILS 144 FLAT BLOCKING NAL STRAP WI Sd CCIIMCN • 8' o.c. stP8011 alb STRAP xW LONG, LAP ONTO MALL OR PERI 411:: NAIL 001.1 8d COTICN • , re. DRAG STRUT CONNECTION 3/4W-1• INTERIOR SHEARWALL TO ROOF COND. ri STRAP o FLOORS 3/4•.4-0• n000-oeia"-oe myro-oere-zo , FER PLAN . C ■ 4 • , , PLYWOOD ROO • • 13)PLYVVOOD ROOF CONDITION \--, , • . or.* EA. OtITRJCICIER ' , 8 d NAL • 6' oz. TOTOPpLATES • eLoci,?. • . f 2X4 OUTRIGGERS • 4' Oa tUITI-I JOST HANGER • TM* PM PLAN <WE d d NAL •,d.c.* EA =RIGGER' 8 d NAL.• 6' TOP CHOMP 4 ELOCICING 2x BARGE 4 ,b6 112t4 -20 SACKER TOR BARGE. NAL ' THRPUC44 SKP SHEATHS. ISMI ISd OUTRAGERS • 4' O. urrni JOIST RANGER • TRUSS GABLE DO TRUSS A35 CUP PER SCIEDULE TYPICAL ROC:F CCT6TIgliCTICN rrricAL ROOF CONSTRJCTICN 8 • 48 d TCVAIL • TR. j er084.1;:TOTOP PLATE E f L O C K S 4 PER ARCH:DETAILS SEE ELEVATICN ofrEF?JoR luau. coNsmcnct4 ' tuntwa, s4.F.An4a. thwouLE D E E • E.4.' TRUSS LS348 48' 04. .rem eleaftuou T'TP. EXTERIOR !VALI_ CONSTRICTION OATH WALL OHEATNNS FER SCREDLLE TYPICAL .0eF CD ,7LO 00;'.11"■, LL 0.c\i' co LO • C \I • IV OF TUKWILA 'T R ,L ) . 5 ,, . CMO 6" HOLD DOM W. SIZE DESIGNATION vERTICAL sTRAp wiTH SIZE DESIGNATION TO BE USED ON FLOOR SIE-OW - HORIZONTAL STRAP WITNI SIZE DESIGNATIOt4 O INDICATES SEAM uxLcuLATicN WITH r ..--l t:11 - irrEtT OF SWEAR WALL TYPE,OF SNEAR WALL 1 I WALL ABOVE IZEMBETE WALL BELOW NOT. 'I...ILES. OTHERWISE NOTED, ENGINEERING AND cALcuLATIcNs A. NOT PRoviDED THESE DRAWINGS. 'MLS.*LEGENI, POINT LOAD FRCM ABOVE WI LOADING - POINT LOAD TRANSFERNG DOM PONT LOAD TRANSFER.- Dom LOADING Pow LOAD TRANSFER:ED KICKER 1R-F. . , DESIGN CRITERIA SEE DALcuLAtraisf-DR DESIGN CRITERIA • • • GENERAL NOTES ALL 614F_AnuALL6 SHOLLNCN THE FLOOR pLAN FoRluALLs cu THAT LEVEL (T*PICALL4' SHOWN SHADED/ 'ANCHORAGE 15 FOR S.AFEJALLS,PA.LS) ONLY, 'WHERE PORTICNS OF WALLS ARE NOT DESIGNATED AS SNEAR PANELS, NAILS MAY ee'spADED • te• aDain.4) pme TABI_E 23-I-GL , 3. WHERE PORTIONS OF UAL/ , 5 ARE NOT DESIGNATED AS • SHEAR PANELS THEN SHEAR !DETAILS DO NOT APPLY. FOLLOW MN UDC. RECUIREMENTS. • pROVIDE TWO STUDS AT ALL HoLD DOWN LOCATIONS. 5 SEE MANUFACTURER'S RF-GIIIREMENTS AND DETAILS . FOR EACH HOLDO6N, STRAP, AND CONNECTOR FOR PROPER INSTALL.ATION 6 ALL PLYWOOD OR GIRSUM SHEARWALLS WALL BE AFF.LIED HORIZONTALLY OR VERTICALLY ON STUDS. EDGES SHALL BE STAGraPRED AT CENTER CF STUDS AND BLOCKED PER SCHEDULE 1. DO NOT OVERDRIVE NAILS NTO SHEATHING. • Es STAPLES OR SCREWS ARE NOT AN ACCEPTABLE ALTERNATIVE TO NAILS FOR DESIGNATED SHEAR tUALL PANELS UNLESS PRE-APPROVED BT THE BUILDING OFFICIAL EQC2FLEL,g2C81EIRATENQ . ROOF SHEATHING. 1/1W OSS AA RATED SHEATHING (24/0) LAY UP tU/ MINIMUM 1/8 CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION NAILING SHALL BE Scl AT AT PANEL EDGES AND oc AT INTERMEDIATE SUPPOIETS PROVIDE EDGE CLIPS • 24' OL. • ALL UNSUPPORTED EDGES, ALLOWABLE DIAPHRAN SHEAR•330x0.652.142per 2. FLOOR SHEATHING. 3/4" COX T40 AA RATED PLYWOOD (4E/24) NAILED AN O GLUED. ADHESIVE SHALL CONFORM TO APA SPECIFICATION AFG OL PROVIDE TAG EDGES AT LONG PANEL EDGES. NAILNG SHALL BE 104 AT 6 oc AT PANEL EDGES AND oc AT INTERMEDIATE SUPPORT. ALLO.UABLE DIAPHRAM SHEAR•25x0.82•111p6T 3. PLYWOOD SHALL BE L-AIZIW/ FACE GRAN PERPENDICULAR TO SUPPORTS AND END TYP • ENEATEUALL DESIGNA F1-GA 5/0• 20 610 • 160 P1- 0 • 46 14' I6d led • P1-4 WV 32 • 16d • 4 Gd 04 1/16" 0.513 , ,'E ., 2• GIB SID i2.1 t ale E • 48• A39- 42 I6d • 12' d,. 0-4 56 40 A3S 33 • G2-1 . 1130 SOM. 6d t2. NAIL • ' • , C Ibet• kr 164 kV 5/0 GOB ONE SIDE 1/2 GE 5/6' • 48 20' 160.e 0 6d. G2.4 COOLER • 46 20 fed. 5/0 GIAS SIDES FOR 5/V 6. OR 5/6' ' 164 • 6' 0 T00 " 48' 6500 5' • 5' 5' • ' I2' 1 :1- 3- 30 L.-- '- °He ''' 563' • 24 6d • 3' I6d 3' 3x STUDS • 1 PANF_L aDc.,E PI 2 USE 3x STUDS 5/8 • 1/16' 0. 16' 6E. TWO SIDES (3) RAS l'2, ROWS P2-4 STAGGER SEA/14.43 5/6" • 16 A35 CLIPS Wad • 4' 6d • 4' JOINTS 111/(2/ STUDS • aT. STAGGERED POST EDGES DEL RN (21 ROWS (2, ROE P2-3 50 • 12' A35 CLIPS • 3 DEL P31 ' I6d ' 1661 • 3' •5' STACGERFD TIETEIBIALISSE ,,,... 3344-4 HARDWARE), SIDING — 5 4, • 4E, E. .• 5 Id a