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Permit D2000-270 - FOSTERVIEW ESTATES - LOT 16 - NEW SINGLE FAMILY RESIDENCE
FOSTERVI EW ESTATES LOT 16 4254 S 137 PL D2000 -270 City of o Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: WARNING: Contractor OCCUPANT OWNER CONTACT Signature: Print Name: 261200 -0160 4254 S 137 PL NSFR DEVPERM 001 North: 125 IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. .0 South: Sewer: Slopes: License No: DUJARD *204L0 FOSTERVIEW ESTATES - LOT 16 4254 S 137 PL, TUKWILA, WA 87168 DUJARDIN DEVELOPMENT CO PO BOX 5308, EVERETT WA 98206 JOHN KAPPLER 14311 SE 16 ST, BELLEVUE, WA 98007 CONTRACTOR DUJARDIN DEVELOPMENT CO PO BOX 1059, SNOHOMISH WA 98291 Permit Description: CONSTRUCTION OF A NEW 2,108.50 FT SINGL FAMILY RESIDENCE INCLUDING 906 SO. FT UNFINISHED BASEMENT 506 SO; FT ATTACHED GARAGE, 143. SO FT COVERED DECK AREA`AND 99 SO FT COVERED DECK AREA. (BASE PLAN NO D2000- 060)._` MODIFIED: BUMPED OUT DINING ROOM AND MODIFIED ROOF PITCH - LOWERED ROOF HEIGHT. PUBLIC WORKS' ACTIVITIES INCLUDE: ACCESS, LAND ALTERING AND STORM DRAINAGE. PROJECT ON VALVUE SEWER & WATER DISTRICT #125 WATER. Permit Center Authorized Signature: DEVELOPMENT PERMIT Fire .0 East: VALVUE i Permit No: Status: Issued: Expires: Occupancy: UBC: Protection: .0 West: .0 Streams: Phone: Phone: Phone: k k*:1• k* *•k•k * * *•k k* k* *•k *•k* k•k* k** k* k**• k• k" k *'k *•k:k'k•k•k* ** *•k*•k•k:1•k•k k k'k ** * **:k (206) 431 -3670 D2000 -270 ISSUED 09/20/2000 03 /19/2001 DWELLING 1997 425 - 334 -5018 425- 641 -5320 •k: **•k• ***k: ** * *•kk•k•k*:k•k"k*•k• *** *:k** * *•k•k*•kk•k•k•. ** *•k•k:k•k***** ••k•k•k:k * *k; *** * ****k* *•k• *** *k ** *•k** *•k *••k *•k * * ** * *: Construction Valuation: $ 209,001.79 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: JJS Curb Cut /Access /Sidewalk /CSS: Y Fire, Loop Hydrant:' N No Size(in) : .00 Flood Control Zone: N Hauling: N Start Time End Time Land Altering: Y Cut: 45 Fill: 85 Landscape Irrigation: N Moving Oversized Load: N Start Time End Time Sanitary Side Sewer: N No Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: N Public: N ** k**; 1• kk***: k********* kk k**A****** k k*** kk*******• k*********• k ** * *k *k**k *k* * * * *k•k **, TOTAL DEVELOPMENT PERMIT FEES: $ 1,756.25 k• k* k********* k kk************ k* k* kk* k* k** kkk*** k* k** k k *k *** * ** *•k** ** *** * *k bskits_ q'ZQ -. I hereby certify that i have read and examined tills permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development p,� 'mi* *•k* *: Date C t_ • This permit shall become null and void if the work is not commenced within 130 days from the date of issuance, or if the work is suspended or abandoned for a erir he lase Address: 4254 S 137 PL Suite: Tenant: Type DEVPERM Parcel #: 261200-0160 CITY OF TUKWILA Permit No: D2000 -•270 Status: ISSUED Applied: 08/16 /2000 issued: 09/20/2000 •k z( •dl• * * *i* **1.k —k A* •k *A **AA k• k•kk•A*S•k**1•A *•k•A•. *• A• A• k• A• k•k•kk•A( *A *•kk *k•k. *4.•k Permit Conditions; 1. No changes will be made to the plans unless approved by Engineer and the Tukwila Bu:i ld•inq Division . Engineered truss drawings ,and calculations shall be on and available to. - e • building: inspector' for i nspection purposes. Documents shall bear the seal . - signature Washington State Professiona l Engineer Any exposed. insulations backing "material 'sharl haver a Flame Spread Rating' of 2 tor• less, , material ial shall; bear i,denti - fication,`showing the fire }rerFor manse"rating` ihereof - Subgrade ;preparat ion i nc l ud i ng drainage, excavation compac ;tion, and f i) l' requirement`:shall conform strictly` with recommendations given in , s the soils'; report. All j construction ' to be q-idone ,. -;i n conformance with 'appr oved plans and r:equi rements the :Uniform Building Code (1997 Ed .t i,on) as amended, Un i form,iMechani ca l Code (1997; Edit'ion and Wash.i ng ton State Ene`rgy; Code (199 Edition) . • Plumbing permits shall be dbtained ;through the Seattle -Kin County Department :of Puf lie Hea11h Plumbing will be inspected by that . agency, including a :j11_gas piping (296'. - No`...ify',the City of ••TukwilajSui Division prior to ;pl any concrete /'This procedure` is addition addition ta��an requ,i,rements for special` inspection Allx,wnod to remain in placed concrete -shall be treated: woo . Val idity o'f 'Permit. The issuance of, 'a per mi t'or approval ; a plans \ specifications, and computations: shall not be 'con 'strue ;d';,to be a permit for, or an approval of,_ any violation;" of any the provisions of the .building .,'code or of any other ordinance of the jurisdiction. No permit presuming. give' authority :violate or cancel the provisions; of this code shall n be val i ;d. 10. Electrical ' shall be obtained through the Washington State Division,-of Labor and Industries and all electrical work will be inspected by that agency; ;(248 -6630) 11. There shall be no `occupancy of the.building(s3 until the final Innaectnr inspection has been completed ,by the Tukwila Building 12. All mechanical work shall be under separate permit issued by the City of Tukwila. 13. VENTILATION IS REQUIRED FOR ALL NEW ROOMS AND SPACES OF NEW OR EXISTING BUILDINGS IN CONFORMANCE WITH THE UNIFORM BUILDING CODE AND THE WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE, CHAPTER 51 -13 WAC. • 14. 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. I. 15. FUEL. BURNING APPLIANCES MAY NOT BE INSTALLED IN SLEEPING ROOMS, U.M.C. 304.5. 16. APPLIANCES, WHICH GENERATE A FLAME, SPARK OR GROWING IGNITION, SHALL BE ELEVATED 18 INCHES ABOVE THE FLOOR, U.M.C. 303.1.3. 17. WATER HEATER SHALL BE ANCHORED TO RESIST EARTHQUAKE, U.P.C. 510.5. 18.`Al1 permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and . available until final inspection approval is granted. Contractor shall notify Public Works U t i l i t y Inspector a 206- 433 -0179 of commencement and completion of work at least 24 hours in advance.- ALL CONDITIONS OF FOSTER VIEW, ESTATES PLAT APPROVAL SHALL BE MET, SEE L99,-0018 SHT;, 4 OF ;4 WHICH IS ; .PART OF THIS SUBMITTAL. ALL/STORM DRAINAGE PIPES SHALL BE;ASTM`=D 3034 PVC SANITARY' 'SEWER PIPE WITH GASKETED JOINTS OR ADS N -12 , THE GEOTECHNICAL ENGINEER SHALL PROVIDE C ERTIFICATION a • ;LOT BYr'LOT BASIS THAT THE WORK HA . BEEN ACCOMP,LISHED`'1 ACCORDANCE WITH THE GEC/TECHNICAL RECOMMENDATIONS. APPLICANT S�HALL� `OBTAIN WATER .METER PERMIT FROM WATER DIS7R;ICT #125 ,,la (206.) 242 9547, AND SEWER PERMIT FROM VALVU SEWER DISTR' CT `@ (206) 2 Teijrpurary erasi.an contro1 . :measures; shall be imp a, tI e first or der~, of :;4 u�.,iness :to prevent sedimentation off :i e or into, existing stor rn ;'dr�ainage facilities �T ?fie ;s1�a have'' " erasion' control measures j; ^ Yi ,place as soon, as possible :after,:final gr ading has been completed and prior - the Final Inspect,ion The ` d�'i vewa:y sha l 1 be designed acid sloped so that , dr a i ri.a from' the J..Ar rvew,a,y does not flow onto''the existing road •'' s�rfye affecting traffic flows shall be` coor.dinatedf: with t'i'e: Ci ty,Utili.ties Inspector. 'T,raffic-C Plans :shall be,;submi.tt:e tro the Inspector for prior approval FROM OCTOBER 11`TIROUGH APR II_ 30, COVER ; ANY' SLOPES', :AND `STOCI PILES THAT'AR,E ,3H: 1V 'OR,'' STEEPER AND HAVE A'VERTI`CAL 'RISE. OF 10 `;FEE,T OR MORE AND, WILL BE . ,UNWORKED FOR GREATER THAN 12. HOURS, ?DURING THIS 1 IME, PERIOD, COVER OR MULCH !OTHER DISTURBED AREAS, IF THEY' WILL 'BE UNWORKED MORE THAN • 2' • COVERED MATERIAL MUST BE STOCKPILED ON SITE AT THE BEGINNING OF THIS PERIOD. INSPECT AND MAINTAIN THIS STABILIZATION WEEKLY AND IMMEDIATELY BEFORE, DURING AND IMMEDIATELY FOLLOWING STORMS. FROM MAY 1 THROUGH SEPTEMBER 30, INSPECT AND MAINTAIN TEMPORARY EROSION PREVENTION AND SEDIMENT AT LEAST 'MONTHLY. ALL DISTURBED AREAS OF THE SITE SHALL BE PERMANENTLY STABILIZED PRIOR - -TO FINAL CONSTRUCTION APPROVAL. 0 O N 0 rn w • LL, g J rL �. co -a z � I � 2 Li/ U 0 O N 0 H = I d Z U 0 : • O z Project - me/Tenant:. • rvi ew sr. la Lo 1- / - Value • • • • structio e g • . CO Site Addr 79 7` t I b _, City State /Zip: 7 Jac Pi r e I N • ber I D ; P Ph honne:: Propert Owner: . ^- I. . . ►ti. hey • /t, - ,/ W q26". 3 1-1.6 si Street ss: r City State /Zip: P . (b olF 53o -. 6 Votett--: 1.4119 9R 6. Fax #: 42s - 33N• 1/450 c ) . Contractor: l 1 01.) a di�v .UQ,1/P.ID Phone: c1 100 ue. Street Adess: City State /Zip: a Fax #: 1 , Architec : I�t � r5 /ta' ICC1' Phone: 9 25- - 1911 „532.0 a d State /Zip: Street qq ss: )��� 6- SE / ! o ` ' ° ' � 5 - u / J e V i x e (,)ft 7 r Fa #: 2,5" 2,5" Li 1.5 31 Engi eer: y Wc 11142Z 2c .- i ssOC. Phone: `-125 77/.- (0 2./ Street Address: ` C i y State ip: JR5 ?70 /4�ie. �.1), c ,.trTC � m . 1�1/f V �?l Fax #: y2.-•- T7Js D25(. Contact Person: Person kcis J o t o l la Address: /,�' /��'r�ir n, 1 Pho ne: Ct b o VVC. Street City State /Zip: cZh Fax #: tt Description of work to be done: 1 wo _ r �e • ' "� Mtx� i S :� ;.���- ����:>,:` ;.\vim... . � ' F • _ , - _, Type of work: ='- New Single- Family Residence ■ Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence in 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 for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: sq. ft. Dwelling 39 sq. ft. Covered Deck(s) (5 ):70.c L 1 1 -0 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) 7l1/i`} "For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling • Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. CITY OF TUKI1 '.A Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 SFPERMIT.DOC 2/13/97 „N Rh`4PoTIpt1.?S.7'k�C4MSd FO TAFF USE ONLY Project Number: v• "r Permit tNUinber: a Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. PLICANT'REQUEST FOR- PUBLICVORKS .SITE%CI LANTREV IEW THE FOLLOWIN (Addition/ reviews shall: be` datermined• Public; W Department ».1• c <" - ' Single - Family Residential Permit Application ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk Cl 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 appl /cat�cce�ted: Date application expires: Zr ApplicatIgn tarn by: (Initials) PLEASE SIGN BACK OF APPLICATION FORM adaldroxf ointre>n., y a M UILbIN .G;OWNEMOR:AUTHORIZED'AGENT v t. < h +' :° , "' ,',?,',=','O, , .' :: ',:;., " .. ,t,, , `, i ,•, :. Signature: Date: Print name: Phone: Fax #: Address: City /State /Zip: ALL SINGLE- FAMILY RESIDE IT AL PERMIT APPLICATIONS MUST • SUBMITTED WITH THE FOLLOWING: • DRAWINGS PREPARED _ 1 A REGISTERED ARCHITECT OR Po IJFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED WA SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, • downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ ❑ Foundation plan and details El ❑ Floor plan O . , : 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 ". Bu1idTh01O wrier /Authorized!Agent elf theappllcant is other than the owner, registered rpgtsterect architect/engineer , or.contractor licensed by he ;Statelo /,INashtngton; ,a notarized letter, from the'property owne authorizin the a to mit, sub this peh application and.'; d t r t r yi r 7�F obta`iin,t`he wilt be required as part thrs'submittaj „';'x_ , t .. t4 �S �', ` i + '�'fi�;i „ i „ I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT, SFPERMIT.DOC 2/13/97 z w IX 2 _1 U 0 u) J H L w 2 u . d = w F- _ z �. ZO w w U � 0 I- W L O w z U= P.' I z Thii:4i Psiwillkrt ,14v4 k•A•kk *** *k' Account Code. 000 /.s22.`1Q0 000/345.830 00' /J86.iO4 412/3.42.400. 000/322.100 000/345.83() kA•►•.fir:k* * s4• f: A*• M*• kk: eA. k. k• MA :1*•kAfr:t * **do:.iek*k * *4*- t•\4•A*4*:4•k.1**4*MA7k*:i44 CITY OF TUKYITLf • t; F1 ` '* G. (� t4A *4. * *'k?tis A *•Aids..\* * A•.* *• k k• A * • k irA•A A :k kk *A*t M':t•,► * k A•sk• I.RftNSMIT ttumtierr; R9800361 (mount 1.,7.5.6.25 09/20/00 08.58 Paviuent Method: CHE CI; Not ation: DUJ()RUIUU' DEVELOP In i t: TLR 1'e:1-umit No: I )2000 -2?0 Typ*: DEVPEkN IiEVEIOMIT PERMIT Parcel No: ' 261200-0160 8 i to 'Address r, 4254. 8 13? PL �� tr Total Fes , s: 2,156 n5 7;.6.25 Total 6111. Pmts: 2,156.25 Balance: .00. •,kd• etiAka *4*C•.-f:A #•A *,r * *4 * :4fir **A4fit• *•k4 440• *it 4,* *4*• I)cscript -I on (aihoct nt; BUILDING -• RES 1 1 6 0 1.75 PI_AI•; CHI.CI: 1.11-1 ..; 20.00 STATE BUILDING 5UCCI11RGE 4.50 INS)'; FEE .- UTILITY 15.,00 1:NSP I"s::E . —' STORM DRAIN 15.00 LAND ALTERING PEl131IT FEl. 54.50 L.AND :AL.TrR1NG PLAN GIIECI< 37.50 r12fn: TRANSMIT B218 09/22 9710. TOTAL OO71a G: ,5:':5,".`1: d �t its tifr as p g141i, 4 ;A. 41:1" =',s,°.:'4. j ;F'Srt �lL4t�,�rtf.�'��a I1H �;:r>�.x9H�it 4Fi5 `�i". "'r :.S:t•�(,i �' ryr,ip.c ..v �n;1 "'"i91 rx , fie 4r h( * *4k,1'11rt *•,1•kA.Fk:tAA k,► *:t T 2..000— :r4�:Ak,•A.+ * •kalkA * * :1,�iF:l** * *•Ak4a:14" ri r >> OF u l rl.:i1 yla - 7 . -/(� * •1, *.:4 *- fi. *k• *hh #A*A *A *.h *:kk; A :IN A. aFA*: �hA ►,':F,t.4k:F:l *;' *:1,�kkh*i t *1:4a'rFA:1k 1. T2�,ii5.i1T i t��ihrr�: R 9.? 0 0 r.�t 4 0 -.:00 0$i 16 O0 OS; • I'�tv(n inr.I�ieti' r ..(r: 19 1 :L't; ttoLal: .DUJAt -0:(14 .1 )EV1.t.0P Cni .r'i f4N • ••-••• r '1)20Q0 .27'. .IIEVE1..0P0E1¢'I • Pair c e 1 26J.200 t Ta1;a1 Fees: 400.00 This PEivin •nt 400. -00 Tcta1 ALI.- Pints: 400.00 *0t' *) * 44 .A "'A *A*•*4 *A *0** A Is' s 4 *:4A• * 04 **4 * ***4.* **4** *4 *4. *4'A ** H C C O t i l r 1 ; Code, : l)esci ! pt i Milo tri z 0001-3345.830 4 ' P L I N :'CHECK REE 4 00 00, 7089 09 /10 1717 TOTAL 800.00 > :l•C ',71. ,�i .r %�''"`r- �„j,t1 Far�S�lw 4i�a$+/ TJ tilfyy'T` Mh' ° Gy . c' .r, r r( n • ject: , Type of I , . ` on: 1 *. ki J (� P 1 • Date cal.., 31n/ Special instructions: Date wantec�: i a' II Vb . Req s r: r � A l ' (3s 33o ^ gloo INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 c g, Approved per applicable codes. COMMENTS: Inspector: INSPECTION RECORD` Retain a copy with permit -N OA/VSIT I D2c)00 17o PERMIT NO. (206)431 -3670 OV_ Corrections required prior to approval.. Date: ` Li_ O 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: 'i. 4 .5a.ti�.. ,..+ t., ;A: ✓,�M.s.vf�,1wJV.'w:,,,i+u::; �.3�u= =�.xr. +.J.vrL�fi Inspector: era n INSPECTION RECORD Retain a copy with permit INSPECTION NO ' ITY°OF TUKWILA BUILDING DIVISION 300 Southcenter Blvd, #100, Tukwila, WA 9818 1 20 OCI 6 ),7 el A PERMIT NO. Project :.: le Address ,. ?1 Special instructions: Type of Inspection: k r 1 htt Date called: i _;9' o I Date wanted: 11 - A' 0 Requester: Phone: (206)431 -3670 Approved per.applicable codes. KCorrections required prior to approval COMMENTS :" 1} \oar Y15 4:1 Oh "" pr n vr � k. •reCi t i t r r' ff r r r C.e (k S (n Date: LJ $47.00 REINSPECTION FIE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter.Blvd., Suite 100. Call to schedule reinspection. Receipt No I Date: 4 , 7r 1. ? l r. � i }, .:. ':,s' L . +w:,:s+i$:`a+.'.13c •.+: ,Qir,i.Y•.�ifhitS•:�u..�.c:?+s� v..fi.:...:.t �,...,�' a..., Y:. sh. t: i, kr..&... J.t�r.;�vik;�s:.xitl,lia�i..a3•• _. +..c� 4 , :. 6 a a Uk 5 ?s : ` .r i . u.r : Project: pJS1 Q() 11g-td Type of Inspection: n� Address: L i 5 5 , }3 f) Date called: . 4l t ? /o/ Special instructions: Date wanted: a.m, Requester: Phone: cc-As - Pw INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECOR Retain a copy with permit 1) PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: cil (sioit 91 of 4--LA,A w-Q.I.t ($101 mAki Inspector: Date: q 1( el 6 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid , at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: A . 1 _.. __. .i�.�YYw+,!..i,k'{.X iJ"r.M k Hif. .51'!G.•k.bSkP4�i3H iad.4iw.•�'bL INSPECTION NO. INSPECTION 'RECOR Retain a copy with permit CITY OF TUKWILA BUILDING` DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. ti:40 ZIO PERMIT NO. (206)431 -3670 Type o ion I Datd called: [ Address: 4 5 Special instructions: Date wanted: a.m. 8 -74-di . p.m. Phone: Corrections required prior to approval. COMMENTS: Inspector: A, cr Date: c 3c 3 C7 J $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: 1wi :1�C'�+ Project: [ ` 14% Ur I /i f " W! - 1" Type of Inspection: t ' ? 4 " f / a,„� 4v ate called: Address: tic C 87 Special instructions: Date wanted: Requester Phone:: INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188` (206)431 -3670 COMMENTS: f Approved per applicable codes. Corrections required prior to approval. $47. EINSPECTION FEE REQIYIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: acne Ft�.M3.KOZ: 0!. ..41i"'..�.•i '.^ 1ablittt lvWatNi e.M:.Y'a ttiS ] fNi. aalat∎ dct 4 >> 43..i.++� ..,;!.;;:U rswv:•c.AS:uAl�naliuw?s'ii ne.X,z ,iJ •an t tJ!iF IX N cow W 0` g J' u . 0 0 N ' 0 H' u. I— O • Z+ TI Z Pr ct• Type of Ins a tion: Address: f / Date called:. �� 1 I Special instructions: Date wante� ^� c� lnlJ A U/ P.m. Rester. on - � J � t cwi 4 0 1 SPTION RECO `Retain a copy with permit INSPECTION NOS rizrjsca': CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: I rwac s-t Go Approved per applicable codes. Corrections required prior to approval: Date: inspector eT4,civaies, ` $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 Project `` ; 1 t % pr.l 1 b ,Type of Inspection: VU vit I hc Address: H)-5J I s 13i ?I Date called: II 7-1 Special instructions: Date wanted: a.m. Requester: LOG ✓∎ Phone: 0-5 3 0 — %o - I INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 A Kpproved per applicable codes. INSPECTION RECOR Retain a copy with permit PERMIT NO. 1)2.000 - ark (206)431 -3670 Corrections required prior to approval. COMMENTS: Date: l ia`49 Inspector n X,}(, n"J(,rY $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 1.. i■eak .i uav NdtiYa/:s'ur}:.`r ai iii iti +,.,Vi,r,:,..te0, UJ LI 0 IW W .O N W • W — 0 • Z' � A . % Z . rec : A S roew - L0 f I T of s Inp cti n: 1 vun 1AX.I I 57� JfJ/ Date w n d e /: tra �, �- y s /37 PL Special instructions: Ni J t /1) p.m. Reques er :uu Phone: 2 e - ZZ7 45g0 Approved per applicable codes. INSPECTION RECOR Retain a copy with perm INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 2oov - Z73 PERMIT NO. (206)431 -3670 L. L COMMENTS: J� R?�Y (/, r}Jq)i4) 1 , toad" n P 10-7t. 4L, ,d i 61/►3 r �a . � lay: 1 o C p/e4 Inspector: Date: Corrections required prior to approval. 3r o $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: .�,. „■ . 14'.u1.,+, , , wt.m la„t.iii;.drl sts.d„r il�.�ru�.+aiaLi ;w .te ?i�4 INSPECTION RECOR Retain a copy with perm: INSPECTION NO PERMIT NO CITY OF TUKWILA BUILDING DIVISION �1 6300 Southcenter Blvd, #100, Tukwila, WA 9818:��. (206)431 -36 `Corrections required prior to approval. ArU 1 - lam ,r06-c,ec, COrtA Ove v' evri r / pp ,Sou-VIN S� dfP COMMENTS: - •eco- t.. Ii -\ ") Cs I io 0 v�bf ¥ :4; +Ny rat�l ta - 0 t L1 ec/i A- % \e - 1 h "� 2• ^L I S� v- w , w l t 1 • r5t'WI POI n1 0t� ow e �- 0 t� -VD 2.'t .5i Cl ( e 1 V�hl� ► Date: 5-96 Approved per applicable codes. $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: :::. awd `�:1'Si'J x4117 ��c' itkl. TiliiY." f! 4 �11i4�s'' dWTS' Ya "� ° •w ° Lt fti2�'6''.F�3iKza2KF•Ak. r�r:•�,,,J faik bMJIL. �i..z.; 52:.�Ra. ,1f. :ACw..∎Shlr,.$54,+;444.5_, d44 h saLa„e.:r.;iglld. 1 a, Pro'ect: tos te v /r= IA/ ` L t, T .I (S Type of Inspection: 1 I c�H r2- w At- V Address: ,, 02 -c -.5 3` 7 L- Date cal ed: q lc, / 0/ Special instructions: Da a / anted: On. 1 4 / p.m. Re uester: Phone: ( --I 2-c 3 31:5 – it D L INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. COMMENTS: t 11S511 ° t t2) *J-e 6 14 S } ro v✓ le G i ppmv-ed e 4roi c N s,p •ec 10v\ V\ Inspector: Date: 1 7 01 $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: /itta,Poi a ' ` ?a� y :�".'�et ` " '" `� e' :r 4 L 3 -- ?7-- •� -�--T �- ,�-- �•... -.. ..,� ' . r- +ter- } -r-^.' : rs�'('r'�T�- } 1 INSPECTION RECORD Retain a copy with perm PERMIT (206)43 1 i 0_ 2-7L orrections required prior to approval. INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. Approved per appliCeable ddress: Requester: Phone: (206)431 -36 Corrections required prior to approval. COMMENTS: Inspector: 0 $47.00 REINSPECTIO at 6300 Southcenter Blv Date: , 1 ✓ �� J �� E REQUIRED. Prior to inspection, fee must be paid d., Suite 100. Call to schedule reinspection. Receipt No: Date: 7.v�]..�,+.,4.':3'%ri, h�,a.F,s•J.. . »,;.1 .,..W,.E;neuuitd.L 1.x: ;1: i:1, t.d.gp,� Project: cto (4` Type of Ins ection: .7.-Jief--,eg c oe A Address: Date c Iled: Special instructions: Date wanted: , a.m Requester: Phone: pproved per applicable codes. INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 COMMENTS: 1 `^ ,C7/012.-- �,�a - t — � COMMENTS: _ 17 .02 ( Date: h PERMIT NO. (206)431 -367 Corrections required prior to approval. • �i�. �t $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: °3n ' "!F r464 .1- ',. . SWit .tas ss caasc y; r,,, e , h. dr: w, aa•. U, a. �u.,,.;`„ h' ss,. laa. icwzecb 'm.S�A�.+'.,.a , �.•. , _'.• - �• '�maw<,g,ENr rry w: r Geh: Ari,.. tk. �S,. �r. a} .1' >,alsifikdwar. ?;rik� �r'.1t.. t�;w�.ai.�'v)D.x.cSSi.fz.3: ..,NrY,l ,a. Inspector. INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Project: (oS _tKY, Address: 4 -(Z5 ( 1 5 Special. instructions: Type ofl spection: wvt n 7. Date called. / Date an ed: 3 stoi Rgg6 . P q25 - 33o ca o A pproved per applicable codes. / � r PERMIT NO. (206)431 -3 Corrections required prior to approval. • COMMENTS: Date: . 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: �'' w, l - ii.l rt# ofta�t .iA..,:n�i•.tA�'.'Sn ` .L:St � `. . ui,.f:i3 a44 wR� .�J..Ak+ n .d .4. r4,F W'. i1 ' {¢i}�ri. v. �4 � 1J���t�. t..Sd`.✓S:+fStilt0 s4. !i r6 W, co c.� u. w O } ` g Ji tea;. H 'L ` . En O i. it F- U N ` O —! tau— UJ I V .z, 0 F Iz Pro ect:. ,.-- ' A i kosteruteLt) o T e of Ins ectiorrn :: // 4 rei e+1000 Ski, I Address: to 5(/ S /31 �i Date called: /ay Special instructions: Date want d: a.m. co }l p.m. Requester r Phone: t ai ) 330 = 6 y INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. COMMENTS: do f 0 V 4„ Inspectors Date: as 01.' 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: t✓r+ 44224e.a r aw ruy► y dadY afz ;4WI ;ila :lici :1 " " iii g:: ,.' " .44%rri ta:. INSPECTION RECO Retain a copy with permit PERMIT NO. (206)431 -36 Corrections required prior to approval. Project: f1s -dv% #W Type of Ins ction: vovv∎Pl(A-4; , hSutk I Address: 1- 0 - 5 ) - - ‘ S. i ) )'l . ?\ Date called: 1 Special instructions: Date wanted: m 1 P.m: Requester `EN Phone: INSPECTION N0� CITY TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. O. INSPECTION RECD Retain a copy with permit Corrections required prior to approval. COMMENTS: Inspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: OSIJV lI t'tti 0 l TJ Type of lnspg � ti Uj'cve ( 1410 Address: 1- \ ,51_1 s 13/ ?1 Date called: `23'0 ( ---. Special instructions: Date wanted: , - ` i a.m' W. Requester: Phone: 1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 I pproved per applicable codes. Inspect � 4 r INSPECTION RECOR Retain a copy with permit " PERMIT NO. (206)43 Corrections required prior to approval. COMMENTS: --- 2)1y;>frne(AA - S I4 D ° "" 1 -23- Date: 23 0 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: liui.4iwci '3'.:k:Li'ili1,E�.3r�• r.. U 4arr.+�hirc..'nt,ix,P:l3 - a ',?;;ticu.. >14w J.50t: ■:■ttUi;:, Project: .--- / 141oJ 1 Co Type of Inspection: . 52)75i e/rr • Address• 1/ 25 Y S. X3'7 ` t-� Date call pd: / Date Special instructions: Date an ed: f /a J / p.m. Requester: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. COMMENTS: PERMIT NO. $ tt INSPECTION RECO b206d -2r70 Retain a copy with permit (206)431 -3670 Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: sgr iu .. t-0.) a. tvYL ,...k.1�6..za'.Y'it.51'k:8:: Project: _ Type of Inspection: Address: SU /37 /� �/ !� Date called: / / / d / Speci in� ions: j �W Date wanted: /! a.m. J/ p.m. Requester: SCd7 OJT CO Phone: Approved per applicable codes. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECO Retain a copy with permit • 624=x) ,2761 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: l/ c, 77 it (A-t /N/0%11- FA-AA S kJ, Cam, otdaed 72 e 0 si- 44%.(1.- ) 6 : 4/ t -rte 7 S Inspector: 4`1 Date: i y $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: a h31: 'm1 .R4iu L�',7^i4i 7:h6AF S,+1Lv�1.U,.1.e Project: FBsfer i j ew Type of Inspection: P our�tda ioh Wall Address: �25� 5 13_7,, P l: Date called: J2- 2`7- -o0 Special instructions: Date wanted: I Z 8'-oO a.m. Requester: Phone: (2 0(0 2 5 - 5 — q 203 INSPECTION NO. lob> INSPECTION RECO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 • 2000 PERMIT NO. J� (206)431-3670 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: >rk 1er- U.■ tIs Inspector: Date: ) 0 2 .;.0 2 .. 9_06 rAjt $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: Ems .._:, -,. ._.: • ,,.r S�- dF..•S.'VJ�53h'b7�L'IkY L .da6wuL.�.uL+ „ � . l �1' t �r�.": r Project:— r _i.k ‘r 1 i 1 10 Type of Inspection: tor1 III S Address: S Date called: Special instructions: ' -- s - 'j DajelNantai: ,i CV' "- .1. \ : Requester: ,.._)G.S6v■ Phone: INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 NI -Approved per applicable codes. U Corrections required prior to approval. COMMENTS: wQAPr (A)c4 115 A s. Cat 10A S 4 Y) w inn 01.91 Inspector • - P Date: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid Receipt No: Date: at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. •;!,, .4 `. "CA■• COMMENTS: • /--- -PVer c 664 i ul i 3 - Tyge-of Itypection: 1-0017 yi , i t f ove i Ithr.A 5 Add1A 4 .5 ,. 13 ,,.) ,. i rj Date /-7 • 0 %A a - N ( 't- - , ' ( e + n 06'4 ;1/1 . 9 tIV\Ctt --\ r 1 le\ S 'Poi rjit4 re. 4/) i Sr \ 4-D s4' Ovc Date ylante • , / U P.m. -A-0 \'\00 s P (1 Ira (-) 'c) Gwv1 \ 06- -- k C.) - `3,- ) Lou)-P Pony- S k) cny r re SAconcV% vm i-0 )._._nt r k ()r)v eCt c-;A SC 1 k I INV40'\'‘G‘ K - . 2 )" 'i e ( f. SA 4 col \ 011ACVOr' InS ) ; ..■ . i il C , 10 0 Coyv proJect &AI* I 6 Tyge-of Itypection: 1-0017 yi Add1A 4 .5 ,. 13 ,,.) ,. i rj Date /-7 called: Special instructions: Date ylante • , / U P.m. Requester ' -- Pho& 21.4s . ?? 0, 2511 / 47.7 i t Inspector: El Approved per applicable codes. , INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 \ C °°° PERMIT NO. (206)431-3670 Corrections required prior to approval. Date: rg_ 00 LI $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: : ••1• 4 • ••4.,,-1: City of Tukwila Fire Department Thomas P. Keefe, Fire Chief FINALAPP.FRM _>.Retain...current _inspe.ct.ion Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers Fire .Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Steven M. Mullet, Mayor Suite Date Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 - 575.4404 • Fax: 206 -575 -4439 ' 4 7.7 7 ' 6 ' 7 77. 7 1g r 4" ." .. �� , r ,1 1 rikik {', °.N `iii'' yylt: o." ,• VA.) -M+H :, .. FG rs y r* 1X ,m - F't ye 1 .1 6 JV U co 0 W W: co W W O w Z O : W ILI al U o ; O : f- W W Z ti 0 w z O F. z 11/07/2000 10:57 FAX 425 821.'139 M.r. Gary Burcistead Dujardin Development 1?.O. Box ' Snoliomish;''Washington 98291. Subject: • Footing Drains • Fostervievv Estates Tukwila, Washington. . Dear Mr. Bumstead: . • This letter izes•our discussions regarding the exterior footing drains for the residences to be constructed at . L`; our o inio 4 �, ictIn � ma. c,�nsi the fnIknvit?g; ' 1,uG'FoStelvieW,Fstdtes piojew`r. 1 p, � g' �' Y. •;_ • - • . A•four -inck perforated PVC drainpipe should be placed alongside the base of the exterior footings.' 1 .; • . •. The drain should then be covered with at•least.,l8 inches af.pea gravel or . ono-inch mints washed rock ' 'with'a strip of separation fabric } paced over the top • • On the downhill side of buildings, the 'depth of washed rock may be reduccd 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 four- percent slope. This slope is not necessary to p romote.flow. • , • . ' • • We trust the .information •presented is su£5cient for your 'current, needs. If .you have any giestions or require additional inform+'`" - : , . . ' • • TERRA ASSOCIATES • RECEIVED CIT1'.OF TJJKWILA ' . ,1.2525'Willows.Road, Suite 101, Kirkland, Washington 98034 Phone,(425) 821.7777 • Fax (425) 821-4334 • terrac terra= associates.cona. (2002 November 7, 2000 • Project No, T- 1515 -2 • . 'NOV. - 8 2000 . PERMIT CENTER FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED (t.'u'?,r It. PROJECT NAME: I"t ?S"1 211 c t.) CONTRACTOR: 1 )'» r'' A1 /J DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: NOTES:. B1\5Eo UP,,.) C. -Nr) XP /-' 1N lrif. F lc)1, R -- 2a.)J $: SIGNATyRE • /*/ %.._ ( - „?; -11.A f 1; L1 TERRA ASSOCIATES REPRESENTATIVE N,af 1 . TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 f)r Srn 150 PROJECT NO. I .5/5 '.'S-2 PROJECT LOCATION' t,+r <LnLA WiA REPRESENTATIVE: ('t-' ' 1 >•)r'1,',/ 1O S- r (LAX :,/ L IL IT 1 L:2(ZA5 I)P. "1rll '1N( 1... o- 1 f\ /F Our representative has examined only the footing excavations listed above. The results of this examination are only valid for a period of 48 hours. If any change in the subgrade conditions occurs, we should be promptly notified, Any loosened soils observed in foundation areas due to construction activity or rainfall should be removed prior to concrete placement. COPY TO: l Ar / I 'r - 0 -2 RECEIVED CITY OF TUKWILA DEC 1 8 2000 PERMIT CENTER Pn c J,. tl 5 _' e. 5 T PE `. JL'T S FOOTING EXCAVATION FIELD CONDITIONS NOTED `)"? Ft' & )v ?CLAVA1 t'..);'. -. r.),/vo /vi l.,ri 4: .� )I4. t' r.7K 9.) 4.t.eJ An F__. /?FNS r_" �..i . 1 io 6 L.F F(.N -y IC .3..)r: r.i( 1=. 1'2[V)al't.., '1 x- ., 8•t 7ail,n .5 A.`r >1 r (CLc /4,,,,—, ( ( , . 4 . ( : -_ 1. r'le'',a/71L '►1.4.S / FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED (t.'u'?,r It. PROJECT NAME: I"t ?S"1 211 c t.) CONTRACTOR: 1 )'» r'' A1 /J DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: NOTES:. B1\5Eo UP,,.) C. -Nr) XP /-' 1N lrif. F lc)1, R -- 2a.)J $: SIGNATyRE • /*/ %.._ ( - „?; -11.A f 1; L1 TERRA ASSOCIATES REPRESENTATIVE N,af 1 . TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 f)r Srn 150 PROJECT NO. I .5/5 '.'S-2 PROJECT LOCATION' t,+r <LnLA WiA REPRESENTATIVE: ('t-' ' 1 >•)r'1,',/ 1O S- r (LAX :,/ L IL IT 1 L:2(ZA5 I)P. "1rll '1N( 1... o- 1 f\ /F Our representative has examined only the footing excavations listed above. The results of this examination are only valid for a period of 48 hours. If any change in the subgrade conditions occurs, we should be promptly notified, Any loosened soils observed in foundation areas due to construction activity or rainfall should be removed prior to concrete placement. COPY TO: l Ar / I 'r - 0 -2 RECEIVED CITY OF TUKWILA DEC 1 8 2000 PERMIT CENTER Pn c J,. tl 5 _' e. 5 T PE `. JL'T S I If ":7( :41■1.1. —±±M..,11am—YALA ' A trusA IA 1lb Mr. Rill Fowler • • Dujardin Development Company • P.O ; poic • • • Snohomish, Washington 98291 • • . . • SUbject: • • • Foundation Drain Details Fosterview; Lot 16 :rules/ilk Washington,. • • .. RECEIVED • • • jAN 1 6•.20d1 • • BUILDING DEPARTMENT 12525 Willows Road, Suite 101, Kirkland,.WaShington•98034 • Phone (425) 821 e fax (425) 821 • terraRierrn.associates.com 4)002/003 • 1-64 1 1,0 • Military 10, 200] Frojett No:, T-11 • .. Dear Mr. Fowler.: • • . . .. . . , . . . . • . • • • • . • • • . . • . . . , . . , • • . , . . . As reqUested,.we reviewed actual site conciftions along the downhill side'of•Lot 16 to evaluate apprOpriate means . of Providing collection .and disllosal, of water from footing drains, from the r0.sideace being tortattocted On this Int. ' At the tin of ouesite'visit on fanusiy.90fouldations for the stritetum had poured. • Installation of fOundation . " drains along theperinieter Of tho resident was in prelim. foundation . drain pipes had boon laid the uphill ' portion and sides of the.residenec; howeVes, they had novbeen completely covered wi* 4r this timt Of. (Sur site ;4'4- . , . • • . . . . • , • • .: • • . '• , . . . ' • , . . , . • ' ' ,. • • . . . • Based on or review of the house ecinfiguration, ,h is our opinion that . yirtuaily nO"water will be collected on the .. downhill side ofthe residence: FOundation riraini';aloeg. the ',whin Parton and .sidcs. of thei.residence will coneet Water and ,ehould be provided, with 'foundation 'drains, as recommended bY Us priviouily. _However, on the downhill side Orthe relidonce, we do not expect aly.signifieint collcetiona water. 'Therefore, it is recommended • that the tic of perforated ppe Planned in this area be eliminated And illiplaCed with non.:pertbratAd pipe, Vvhiah collects water Mini he sides of the residence and discharges to acoirtrnon,collectien pipe below-- Hoivever,.4 the junction point between the foundation. drains and the conunon 'collection pipe, we rcennitnend pitting •eniall .seciiori perforated Pipe near the base 'of the footing, near the ?owes; conic of tie residence, and connect$ this with the common collector pipe, which . takes water clown to thirst:nu sewer below. .. • . . • .. . . A similar procedure may also be followed 'on other lets. :gra lo t elibuld be reviewed on an individual basis to enreblishiippropriate Methods for construction of subsurface drainage measures; • . ' .' . , . , .,i..ii4uw lu: rAl §2- 11.41 3 4 . , Mr. Dill Fowler January 10, 2001 We trust the information presented is' sufficient for your currant needs. If.you hay; any questions or.requirc additio`ne1 ieforin�,rple -...4.;,•1.,,k4'„,•' cq}k Sincerely. • yours T ' r,�� r 6 ►�' �,.�sh 14 c ,A. t T1 RRA Asst e Or ,' .: , ; .' Alit Hutail, P. .t `'' Principal hrs�rta� ;. �; CYY:ir, rl AB:ae 01RE8 1219/0a. , TERRA ASSOCIATES cc: ' Mr: Gary B,umstcad,'Dujaidin Development Company Mr. John Kappler, Kapplar Architects • 4. c co ..Prdject NQ. 'T- .5 - � • Paite No. 2 Ii=3 Test LOCItIOn IMMEMPUMPIRRIMM I igg I*, NA dile Nvi 11 „ Doom 0 t' 6'6 . A AA Goan =Mt tag gawp me') Camp= O 4 . q r 111::= Mrs; . - s rtil 'r ./,1 Si/ me* IMIETIIIIIIMPIRI NM IIIIIIIIIIMIIIIIIII MN -MIN NM 1111111111111111111111111 INIM11111111.111 NMI I me A e, SIM ,4,4 - 1 NMI 111111111 111111111•1111111111111111. ISM MIMI= MIMI IIIIIIMMIIII MI NMI ••■• • • • •eil • •••■ mIkto ye& Pfal.Ct: 1C1;57251CliieliP° c$7"71541' LOcatiOn; '174C04141 Weather: Ole rillier-dfiri- CA ZI M ADUIL.:1A Lk.) TERRA ASSOCIATES, Inc. Ceotachnical Consultants WS) 821-7777 - Contreatur: 141004/004 Daily Field Memo Protect mo...1 Memo No. _Alt Dat• %Aim Present At Sits: A `L"d 9 2it---- 4 —iit_tizaa-Sre rr L _ tos6C•e fiew4"41 5co& By: 1 1/45 " 61 414 P'P ft'I ; . Fi d Density Test Data Copies To: lir .. 01 •■■•111m■.IMINE.o.m.... • • ■• RECEIVED JAN 23 2001 BUILDING DEPARTMENT hS IkriZ ed... . `^.11/.1111=11 .- ( afigoot 210 P City of Tukwila Jim Morrow, P.E. Public Works Department 6300 Southcenter Blvd. Tukwila WA 98188 RE: Memo from Terra Associates; Fondation Drain Fosterview Estates, Lot 16 Dear Jim, Sincerely, Glenn S. Steiner, Architect Kappler Architects P.S. cc: Fosterview Site Dujardin Terra Associates ..,—' 9' p„ ..-- . V A P11)1 1 II \ i :. ---1 • .1 • . 1 .! ••-• "..4 7 .1 ....% i • I 1 I .,, • sN. i ' '''. '.. I .i ..■ ' ..4 • ' I 'l 1 , I 61) ? ik. I ii 0 IA 1 0: 0 ill' . ; J , • c e ti, in •.' ilt ii H n I am in receipt of a memo from Terra Associates, Inc., regarding appropriate means for providing collection and disposal of water from footing drains for the above referenced lot that I am forwarding to you. If you have any questions or comments, please don't hesitate to call. D2000470 14311 SE 26th Street , Belrevue, WA 98007 1.800.888.4517 4 . fax www.ka ans.com • 1 ua. aai •uu` av: o i LAA ja_jug URA ASSOCIATES �" -' "" ' "` T ERRA ASSOCIATES;' inc ' . ":1?".1 y tiu • '- "' • • . Gvliwltants. Geotechnical .Engineering, 4:...;.. and • • • Environmental Earth Sciences . M. Sill Fowler • Du'ardin Development Comnpany ' • P,0, Box••1059 ' , .: • ' Sttohomisb,. Washington 91!291 • Subject: . ' ' Pouadhtion Drain Details • ' Fosterviewr Lot 16 , TulcWila, Washington. • Dear Mr. Fowler: . i As requcatcd, we reviewed actual site conditions along the downhill side'of•Lot 16 to evaluate appropriate anon of Providing collection estd disposal, of water from footing drains, from the residence being cohsttiu:ted on this lot. ' At the time of our' site'visit on ianuaiy.9, •foundations for the structure had been poured; • Installation of foundation drains along theperimeter attic residence was in progress. •F•ounditioa•drain pipes had been laid.along the uphill 'portion and sides ofthe•residencc; however, they had not'bcen completely covered witb•gravcl at the time of our site visit. , 1 • Based' an our review of the bouge ooufiguntion, ,it is our opinion t et•virtually no'water' will be coilreted on the . downhill side of the residence.' Foundation.drainialong,thc uphill pomoit and sides of the•residencn will collect water and, should be provided, with' foundation drains, as recort♦rnendcd by us previously. . However, on , the downhill side of the residence, we do not expect aay,significant collection •of water. Therefore, it is mc ommcnded that the•sectioq of perforated,pipe planned in this area be eliminated oral replaced with noaperforatcd pipe, which xllects water tlroi,tithc sides of the residence and discharges to a common: collection pipe below: However,•at the junction point between the foundation drains and the common collection pipe, we recoriunead :placing a small .seeiion of perforated pipe near the ba;e•of the footing, near the lowest corhar of the residerice,'and connecting this with the common collector pipe; which•tekes• water down to tha'storm sewer below. . A similar procedure May also be followed'on•otb'cr lots .Each lot be rev iewed on an individual basis to establish'appropriate Methods for construction of subsurihce drainage measures: ' • ' • , • 12525 Willows Road, Sulte'101, Kirkland,•Washington ;98034 Phone-(425) 521-7777 ! Fax (42S1 B21- 4334, • terra ® terr -assor iates,com Jan iary 10, 2001 P'rojet ►No :, T 1 5 1,5 -2 00.2/0,03 2b.0 -zoo ii V4.4.3■ •vaiej.44is, wr+rrtixii4ii'vxri'.Sir'i��i4.' .' :lsJmo„i,W;kSie�i.Ji �5 J+4 ' :..t Qfu - x•.i , a:.+i. a...o..u::u'S:.U,�a•.l,wJ•. 9 U1 0 g —rr u. Q — t- w � 0 0— co 0 H w , V 0 Z' U N` 0 z , u1/1/r4001 lv_ FAX 421 821 14 . Mr, Bill Fowler. . :Tammy 10, 2001 • . 7s %;` : 3 / .rjttlot. • , TERRA ASSOCIATES (a00003 oust st the information presented is'sufficictit fot your cwrent needs. it, You have any questions: or require additioail info Sincerely. y our TERRA ASSiC • • • • It �1. pIREa �l 910 ;�.....,.:... • Mr: Gary Bptiistsad;'Dujardin Developrncrt Compaiy . Mr. John Kappler Kappler• Arichiteets • • ' . • • • • • • • • .Prcijvct No.'T -I5 I paac No. %,',. - -- 1 • 1 • I • 0 --) --I A l')11 ir II) A il )4 11 1 I I I 1 ,, 1\ 1 1 I ' 11 L IL,Ii il 11 A 1 1 1 i ir i t -4 ..,•• P , i.. 44 v.; .Y.J . 11 City of Tukwila : t! Jim Morrow, P.E. Public Works Department p 6300 Southcenter Blvd. g! Tukwila WA 98188 . 1 RE: TECS Maintenance Report and Field Memo #148 Dear Jim, Sincere Fosterview Estates, Lot 16 I am in receipt of this weeks TESC Maintenance report which still points out a saturated stockpile south of lot #17, which needs to be covered with plastic sheeting. We are forwarding this information to Gary Bumstead of Dujardin to take care of I am also in receipt of the Field Density Test on Lot # 16, Fosterview Daily Field Memo #148, that 1 am forwarding to you. If you have any.questions or comments, please don't hesitate to call. y, Glenn S. Steiner, Architect Kappler Architects P.S. CC: Fosterview Site Dujardin Terra Associates If i t i C r it I, II): 111 d 1) 1) 1 H.f1 i e ,` :I 1• 14311 SE 16M Street . SeaNue, WA 98007 1.800.888.4517 (425)641.5320 .fax: (425)642.5318 W■Av.kayfrhOrn92/01S.COM NAME . COMPANY , FAX NUMBER G Bentstead Du snits 206-242-4197 John Kapp/er ICajiplar Architects 625-641-5318 , - - 29-es Date Description 2 1/10101 T.E.S.C. Maintenance Report . 1 1/10101 Daily Memo # 147 , ....i. FAX TRANSMITTAL Please transmit to: A HARDCOPY HAS BEEN SENT IN MAIL Date: From: Remarks: FAX No. (425) 821-4334 1111/01 Bernie Knoll Total sheets (including cover sheet): 4 emoavy • All DJ TERRA ASSOCIATES, Inc. Consultants in Gecieelinical Ensineering, Geology and EnvirosuneMal Earth Sciences Project Number: Project Name: Telephone No. (425) 821-7777 12525 Willows Road • Suite 101 • Kirkland, Washington • 98034 le 001/004 1515-2 Posta-view -*we ■•IIIINMIMII••+■■■ amine AeSUl:1A't'uS TESC MAINTENANCE REPORT Wormed 6r: Oats � - % ojed Name: iJDES Permit No,: Clearing Umits Deniers Visible Intrusions Ot, Mulch RitltilGurnu Thickness Other Nets/Blankets Rib/Gullies Ground Contact Other Plastic TearelGaps Other Seeding Percent Cover KIUsIGupiee Mulch Other Sodding Gress Health Rib/Gullies Other Slit Fence Demepe Sediment Sulid.up Concentrated Flow Other Grubb Barrier Damage Sediment Build -up Concentrated Flow Other Vegetated Strip Damage Sediment Bufld Concentrated flow Other Construction Entrance Dimensions Sediment Tracking Vehicle Avoidance Other Construction Road Stable Driving Sue. Vehicle Avoidsncs Other Rudiment Trep/Pond Sad. Accumulation Overtopping Inlet/OUtl t Erosion Other -o/ Terra Associates Project No.: fair Z �• J eadvwte.. • , ®OOZ!004 OK yam' Problem: OK , - Problem: OK ! Problem: _ OK ,•_ Problem: OK .— Problem: OK Problem: OK . — Problem: OK , • Problem: OK _ Problem: OK , Problem: OK Problem: OK _ Problem: OK Problem: OK __ Problem: OK --• Problem: OK ` Prodem: OK - Problem: OK _ Problem: OK Problem: OK v' Problem: OK = Problem: OK Problem: , OK •„_ Problem: OK ,_(e• Problem: OK = Problem: OK y ProCiem: OK _ Problem: OK — Problem: OK ✓ Problem: OK - Prob em: OK _ Problem: OK d, Problem: OK ✓ Problem: OK Problem: OK " Problem: OK Problem: OK _ r Problem: OK Problem: OK _i Problem: OK .' Problem' OK � Problem: OK — Problem: Cetcn Basin Protedlon tied. Accumulation OK • Problem: Damage OK _ Problem: "+ Clogged Filter OK Problem: other OK Problem: Interceptor Dlke/Swele Damage OK Problem: , t sad. Accumulation OK Problem: Overtopping OK ✓ Problem: Other OK Problem: Pipe Slope Drain Damage OK ! Problem: Inlet/Outlet OK Problem: Secure Fittings OK _ Problem: Met OK Problem: Ditches .." Damage OK ..1 Problem: Sod, Accumulation OK ` Problem: Overtopping OK Problem: Other OK Problem: Outlet Protection scour OK Problem: Other OK - Problem: Level Spreader Dsmegs OK .!C Problem: Concentrated Row OK _•• Problem: Rills!Gullss OK ; Problem: Sid. Accumulation OK v Problem: Other OK _ Problem: , Alecslenaous / Wet Season stvqstia OK Problem: !! h lvk s 4eeke le , S_ 09 164.* 17 SL ,)d t o gg / Other OK Problem: Comments: Actions Taken: • -Y4• I4J6IVN NN 540c p', loo Slr.o.AS. 64/ cam 4s i I Nei w e 'er (alas 41 -c Problems Unresolved: I003 /OO4 . ..O.. •., •■•■ ••••• &A& Tau Gu " � 'Vr P NW, '''S UMW! �... 81/0ife1: Locenon; 9y. ,t—rry Mme• .� • ,k 1. j :" TERRA ASSOCIATES, Inc. 11,44 Ctotochnical Consultants (8ZS) 821 -7777 wfftnfr: 61-ie sr A Tr rep ... rN[wwt..4 Prs int At Site: Fie d Density Test Data £/( r ax.4-1 p ../4 s , Sot ' MttlKA A »UUiA1'tS lx 004 /004 Contractor. Lor_ /6 sir f •�•�r Daily Field Memo r woieet _ /S7S 2 Memo N.' L Oat; 1 7.10 - 9 t'4 ANNIMP f Teat No. �� Teal location tin M O «� 1q. M•I nw� GOM.M(�I Dimity CAT= •:, %manta 33 / ,337. IoM, 6S. e4 ME dW.,..+ mnnei- 5W../4's O1 &14 n it 1!!I AA AA /AS 101 113 3 1/7 ? qr 96, 4 , ' 1. 331 _ 33'1 /OW: Oil of s'I , .. , . 0140, c''S re ME A F 1 A4 9 9 DR. S J . ..O.. •., •■•■ ••••• &A& Tau Gu " � 'Vr P NW, '''S UMW! �... 81/0ife1: Locenon; 9y. ,t—rry Mme• .� • ,k 1. j :" TERRA ASSOCIATES, Inc. 11,44 Ctotochnical Consultants (8ZS) 821 -7777 wfftnfr: 61-ie sr A Tr rep ... rN[wwt..4 Prs int At Site: Fie d Density Test Data £/( r ax.4-1 p ../4 s , Sot ' MttlKA A »UUiA1'tS lx 004 /004 Contractor. Lor_ /6 sir f •�•�r Daily Field Memo r woieet _ /S7S 2 Memo N.' L Oat; 1 7.10 - 9 t'4 ANNIMP f 71 • 4 ; City of Tukwila Jim Morrow, P.E. Public Works Department 6300 Southcenter Blvd. Tukwila WA 98188 RE: Memo from Terra Associates; Fondation Drain Fosterview Estates, Lot 16 Dear Jim, I am in receipt of a memo from Terra Associates, Inc., regarding appropriate means for providing collection and disposal of water from footing drains for the above referenced lot that I am forwarding to, you. If you have any questions or comments, please don't hesitate to call. Sincerely, CC: Fosterview Site Dujardin Terra Associates ICAPPLEll ARCIIH1CIS • P S jotir C 0 111 pfere home yla it it ( ;1 8 resource Glenn S. Steiner, Architect Kappler Architects P.S. RECEIVED JAN 1 7 2001 TUKWILA PUBLIC WORKS January 15, 2001 " na , :tiTlaCW : sr 14311 SE lart Street . Telrevue, W. 98007 L800.888.4517 • (425)641.532o lax: (425)641.531S www.kaypierliorntylatis.com U1/11/ZUU1 iU; 1 rAe 440 ail • • TERRA ASSOCIATES . inc Geotechnic , Engineeri'ng, Geology Environmental Earth Sciences .... . .1 h m. January 10, 200:1 • ro C`. . Project No:,T- 1515 -2 ' Will; W O Q i Cl ,— uJ z F, W W; Dear ivli. Fowler: to w As requcsted,•we re�Aewed,actual site conditions along the downhill side'of•Lot 16 to evaluate appropriate means u. € O of providing collection • and disposal, of water from footing drains, from the residence being constructed.on this lot. Z; • U ' At the time of our site on fanuaiy.9, foundations for the stricture had been poured • Installation of Foundation .. W 0 • drains along the•perimeter of the residence was in progress. 'F'oundation'drain pipes had been laid,along the uphill, i= ; 'portion and sides of the•residencc; howeer, they had not'been completely covered wiih•gravel at the time of our Z site Visit. . ' • . • Based on our review of the house configuration, ,it is our opinion that•virtually no'w'ater' will be collected on the • downhill side of the residence.' Foundation.drainS;along uphill portion and sides of'the,residence will collect . water and, should be provided, with' foundation drains, as recgmrucnded by us previously.. However, •on • the • downhill side of the residence, we do root expect ainy.significant collection•of water. Therefore, it is recommended ' that the•seetioi of parforated,pipe planned in this area be eliminated and replaced with non - perforated pipe, which collects water froiii he sides of the residence and discharges to a corrmon.coll'ection pipe below. However,•at the junction point between the foundation drains and'tile common collection pipe, we recommend placing a small •scctiotiiof perforated pipe near the base•of the footing, near the lowest corner of the residence,; and connecting this with the common collector pipe,' which•takes• water down to the'storm sewer below. A similar procedure May also be followed'on•otlier lots'. .Each lot should be reviewed on an individual basis to establishappropriate Methods for construction of subsurface drainage measures; • • • • • ii1r. Bill Fowler • ' • . .Dujardin Development Company ' P.O.'Elox•1059 '' • • Snohomish;Washingtor. 98291 • Subject: ' ' ' Foundation Drain Details Foste.-view; Lot 16 , Tukwila, Washington.. ALMA ASUe.IAICS 12525 Willows Road, Suite 101, Kirkland, Washingtun198034 Phone•(425) 821 -7777 ■ Fax (425) 821 - 4334,, • terra ®.terra- associates y� VVri VVV 01/11/2001 10 :57 FAl 425 821, , Mr, Bill Fowler. . January 10, 2001 . Ariii Butail, P Principal AB:ae :. 1 eta • 1.11/9!111a. . Mr at Bumstead,'Dujardin Development Company Mr. John Kappler, Kappler Architects ' • , • TERRA ASSOCIATES • . We trust the information presented: is' sufficient for your current needs. If you have any questions or require additionirl irforina e, I , ' r Sincerely..yours'e'L�fs : , or TERRA ASS r .c iw :rat t -= ' , - k: 1 , • 1i'f of 1 7004 ' / • 18J UUJ /UUJ . .•.Prdject No.'t 1515 - ? • . Page No. City of Tukwila Jim Morrow, P.E. Public Works Department 6300 Southcenter Blvd. Tukwila WA 98188 RE: TECS Maintenance Report and Field Memo #148 Fosterview Estates, Lot 16 Dear Jim, I am in receipt of this weeks TESC Maintenance report which still points out a saturated stockpile south of lot #17, which needs to be covered with plastic sheeting. We are forwarding this information to Gary Bumstead of Dujardin to take care of. I am also in receipt of the Field Density Test on Lot # 16, Fosterview Daily Field Memo #148, that I am forwarding to you. If you have any questions or comments, please don't hesitate to call. Sincere y, Glenn S. Steiner, Architect Kappler Architects P.S. CC: Fosterview Site Dujardin Terra Associates RECEIVED JAN 1 7 2001 PUBLIC WO KS ARCEIT-FfIS, ARC II]ETft y o ur corn} ( ere ( ome y(c1UUino resource January 15, 2001 14311 SE 1Grf Street' . BelTcynre, W. 98007 1.Soo.SS8.4517 . (425)G41.5320 . fax: (425)G41.5318 www.kc yyrer(omeyf lns.com .n�..4.rwF i.1 ✓.. tSr. wavr.. n+ a.. SU++. 4hw.. ttiwul.. uuw.ndr..�.i....r._vU'u�w .4.tw.:'�..... .ti.U���..•.i�+..�u. ricaw uww.wL w. NAME `imw COMPANY FAX NUMBER Gary Bumatead Dujardin • 206 -242 -4197 John Kappler Kappler Architects 425 -641 -5318 Pages Date Description 2 1/10101 T.E.S.C. Maintenance Report 1 1 /10 /01 Daily Mcrno # 147 • Ul /11t4UU1 11:41 CAA 140 441 4404 IGPLA AO0W, &ALGO FAX TRANSMITTAL • ❑ A HARDCOPY HAS BEEN SENT IN MAIL Remarks: FAX No. (425) 821-4334 1 /11 /01 Bernie Knoll Date: From: Total sheets (including cover sheet): TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences Project Number: Project Name: 1515-2 Telephone No. (425) 821 -7777 12525 Willows Road • Suite 101 ♦ Kirkland, Washington ♦ 98034 tjevv. �.• Fosterview 01/11(2001 11:41 FA1 114 021 4434 Perforated By: Date: oject Name: 1jOES Permit No.: Clearing Limits Damage Visible Intrusions Other Mulch Rills/Gullies Thickness Other Nets/Blankets Rills/Gullies Ground Contact Other Plastic Tears/Gaps Other Seeding Percent Cover Rills/GuUies Mulch Other Sodding Grass Health ,, RIH&Guilies Other Sin Fence Damage Sediment Build-up Concentrated Flow Other Brush Barrier Damage Sediment Build -up Concentrated Flow Other Vegetated Strip Damage Sediment Build -up Concentrated Flow Other Construction Entrance Dimensions Sediment Tracking Vehicle Avoidance Other Construction Road Stable Driving Surf. Vehicle Avoidance Other . Rediment Trap /Pond Sad. Accumulation Overtopping InleVOutlet Erosion Other iLt ttA AbbUI. iA1 b w uu:, uvi TESC MAINTENANCE REPORT '— 1-0 -0/ Terra Associates Project No.: - "s•lb Csla,/es OK Problem: — OK y Problem: _ OK ! Problem: OK _ Problem: OK ✓ Problem: OK _. Problem: OK Problem: OK v' Problem: OK Problem: OK Problem: OK Problem: OK Problem: OK = Problem: OK _ Problem: OK — Problem: OK — Problem: OK Problem: OK • Problem: OK _ Problem: ImmoaaliM OK Problem: OK 4-• Problem: OK Problem: OK — Problem: OK _ �c-• Problem: OK Problem: OK y Problem: OK Problem: OK v Problem: OK Problem: OK "Problem: OK _ Problem: OK — Problem: OK Problem: OK !-• Problem: OK _ Problem: OK Problem: OK _ y r - Problem: OK _ Problem: OK �- Problem: OK Problem: OK v Problem: OK - Problem: 4 u1,/UV1 11:41 rA 440 Oil 4444 LOAM AaaliViAlLa ; 1 Catch Basin Protection ‘ ' $ed. Accumulation OK ‘...- Problem: ,...-. Damage OK , Problem: Clogged Filter OK ., Problem: — --- .. Other OK Problem: --- ---- . Interceptor Dike/Swale Damage OK _ie Problem: , ..„... Sed. Accumulation OK ....14 Problem: ---..... OK .., Problem: overtopping Other OK Problem: Pipe Slope Drain l' Damage Inlet/Outlet OK Problem: .-." OK r- Problem: Secure Fittings OK `" Problem: . OK Problem: Ditch er Damage OK 4.--- Problem: Sed. Accumulation OK 4.--' Problem: Overtopping OK -- Problem: Other OK Problem: Outlet Protection Scour OK je Problem: Other OK Problem: Level Spreader Problem: OK -- problem: Damage RiNs/GuIlle OK 4- s OK ,---. Problem: -* Concentrated Flow Sed. Accumulation OK 1-- Problem: Other OK Problem: Wet Season Stockpile OK Problem: Skr•vic, s4exkf;le i l. 09 104 co rr i-x.,09 Le e0e2-41 Misc.ellaneous •—• Other OK Problem: Comments: $kssoka ‘ c.0.1)(-e y p•ed2 Actions Taken: Problems Unresolved: ••• Test No. Teat Location Death ttt.l �o�i • vvs >Aoistv�. C4 ! IkY Gnhtrv.oCft A.aw. ComtscI t Un "• Remarks 3 3( k 4 f t 5- v NE ltosr.+o.+ c rrtrer 56 t" AA r0.8 1 /S: 3 q r _ l fl / & sew r r i , 33Z K oit S6' AA 'DI /17. 96. 333 b'E S)J dl s14 a sQr. Sc.! 56± AA 4.4 /00 9. 5 //G.7. RS 9 iii/ 6 - ,. . 1 N lo t - ' A/E is /' U1 /11 /4UU1 11:4Z YA.► 440 0:1 4J44 1tLUUA AJJUt- 6 Project: - S7 vow t57 ?7! '% Location; Weather: , OLY tG 'S-7 grs Lo 41 ' J(a �a 4.t -� •rf Sy: A T re% r TERRA ASSOCIATES, Inc. Ceotechnical Consultants (425) 821 -7777 1 Present At Site: • tea ?4 9 �� w0( $ / cc se a J •rsi• �I. Sc t7F . W o C ..btrTn 1 to J a..4P.1 di !7 9�.� e4r.i r C� A il S - P rr Q he +. AsNat p.-o t, •?GIs /Y rn p tear r . 44 ! i JcI i ii af': err Aitr a. f s f erg cit . acs' .06., Field Density Test Data Si 1C -k . r' -aft- -C' tI01 Stn SI '/e" ari 5 Q/Lte •//`. 4* 4; t o ere 5'/ 5 co 7r C'i fJbsfK#) Copies Te: I ) UU4 U U•1 Daily Field Memo Project No /;y ' Z Memo No. Date /10 ^0/ Sutsiect: L OT /(o taltatirialfrrtar Contractor: -r" &Mid 4 V CO IL ' a N d '; w w; dc 3 U �s O N 0 I— W ill tJ N z TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences t Zoe -2f1a Mr. Bill. Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Subject: Final Report Earthwork Observation and Testing Fosterview Estates, Lot 16 Tukwila, Washington RECE e6 °W tLA ovr( OF oc 10 'n pRp�lT CENTER Reference: Plan Review, Fosterview Estates, Lot 16, Terra Associates, Inc., dated May 26, 2000 Dear Mr. Fowler: September 21, 2001 Project No. T- 1515 -2 As requested, we provided intermittent earthwork observation and testing services during grading and construction of foundations for Lot 16 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: • Structural fill placement and compaction • Retaining wall installation • Foundation subgrades • Garage and basement floor subgrades • Footing and retaining wall subsurface drainage Based on our field observations and test results, it is our opinion that earthwork and foundation construction on Lot 16 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 copies of our excavation examination memos delineating the foundation subgrade conditions noted during our site visits. 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 • terra @terra- associates.com Mr. Bill Fowler September 21, 2001 This work was performed and this letter was prepared specifically for the use of Dujardin Development Company and their authorized representatives. We trust the information presented is sufficient for your current needs. If you have any questions or require additional information, please call. Sincerely. yours, TERRA ASSOCIATES, INC. ✓_ ,• 1( 2 /a - 1� Q, Berd P. t b1I• l *, T. . S ck E*Ineer 11 r r .8 tail, PIP- d ��o c� • i ti r, x2 Enc1: " —" " " Foofling Excavation Examination Reports (4) Mr. John Kappler, Kappler Architects Project No. T- 1515 -2 Page No. 2 FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED 04.708611- 31 2 DO 0 PROJECT NAME: r toSfERv1 CONTRACTOR: I ltkrr DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: S A P►-Uy,04063 TERRA ASSOCIATES REPRESENTATIVE CERRA ASSOCIATES, Inc. • Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 PROJECT NO PROJECT LOCATION: tAgsni.A , WA REPRESENTATIVE: ( Arti SJMS:iA, FOOTING EXCAVATION iTEFPF Ext..NvAn3J rot.- ly/tvorinonl iN6c.e. FArf Soils Er Pas 4— And l)F....is Q�V IOJsb A 55 oc__. STivc r737, -‘ Fr 1 - 4 s FIELD CONDITIONS NOTED -r .47 o 7 S -tavL, -vim c. �i L ITS T IvtA -s OP '14 ON) 7 71 6 ' THE. SvaCC c _ Lin O rMa Exo 541 ► N ?4F FOOT, ,,Gs Fo-■ K 16 J A060.flarE Fb T/ J-E 2497J Per- &ArtiAA. CAP ALy - 7 Our representative has examined only the footing excavations listed above. The results of this examination we only valid for a period of 48 hours. If any change in the subgrade conditions occurs, we should be promptly notified. Any loosened soils observed in foundation areas due to construction activity or rainfall should be removed prior to concrete placement. //‘- COPY TO: Ar7 ( s SIGNA IE FOOTING EXCAVATION FIELD CONDITIONS NOTED . 3 i onfiN /AKA GvAZ P viriA/6s : 07 /NCB &JORr✓ CxC:ity -f7016 13,577Veo4 rife NoRTH Cooi 025 /N co , v , /O476:73 sine oc Rdie kL F/L L ('Q4L`S i 5 77#U, (2F- of LoT vlii /4 r /5 L 1 is 6 4 t.1 .fr , co - CYC' CO m'irt '/ r e)(6 A /3 E /q . ; wAY rc')4btin! ?'rte 7 StirW 7()(7O Si p 6041f IL /101)S rvwd)4770) (4.-42-1.-S Lofii S. • P .0077 NG IhetwIC G �i 044AJ ivoiu -. YiSt 6I vG . PROJECT NAME: /OSTmP V(EtU CONTRACTOR: lA374P41N DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: DATE FOOTINGS EXAMINED NOTES: SIGNATURE CAW /6" ienefOe L TERRA ASSOCIATES REPRESENTATIVE 3- -0 TERRA ASSOCIATE, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 • Phone (425) 821 -7777 • Fax (425) 821 -4334 FOOTING EXCAVATION EXAMINATION REPORT PROJECT NO. /5 /S Z PROJECT LOCATION: /04J /LLA REPRESENTATIVE €cc rr to o) <15- eb?(JIC 77A K, .4•4631S ,IRE se. 7115 L St arbger r 2.o06 p4 / Aut._ 0 /n/6 Le) .44 S. . Ad Y 5 tMG tiAltizsa oyt e sF rrvi -rt e 1✓ %: RV,novan ervr) #47e04 pela1e 7o ( - ( isi (' RL -' Our representative has examined only the footing excavations listed above. The results of this examination are only valid fora period of 48 hours. If any change in the subgrade conditions occurs, we should be promptly notified. Any loosened s due to construction activity or rainfall should be removed prior to concrete placement. ST 7r /hoot /N / Pe COPY TO: Z re U O . co W 9 W } O } ` u. Y2 a F z = .. U 0 ( N O 0H 111 uj El O . .z z FOOTING EXCAVATION FIELD CONDITIONS NOTED / the mieid ie re -in i.,; n Nell/ F004 4 ea S ' 4.►- e-,-4" 0 0 A 3 T7errd IJet /J wQ s .e- c C-ltvracec I 2 i reL•.s f - •% eg cave'7r /2 in el 05 %rl 7 96 /. ore.v. OJ 3 Cy C.O1. 70.pk c 54rvi. 4 - 1 Dne tc.174 ecn )tau ce /4/ f. /S" ; t l e.xe Aril s, .P r ar% one L -/wer, iv /ST /6 r , ' Z L^. f s-4' 1..u, 0,A 4N+s tem ri,s• el .s (./.-' 4 ; rn.. G.Y.cl VUtr. 'Sol r( &t t'i . • i PROJECT NAME: CONTRACTOR: FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED 3 - 22 = 0 I PROJECT NO. 1 S IS Z ANN DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 PROJECT LOCATION: Tu444 ►t- S OTT &THarrco REPRESENTATIVE: NOTES: Ic:;C v-P S. 4444 v. s aode Svprof`+ (54 ZO3 r r•'� t tot Sr.� (a...�s . ,4r', rvvL --vin ( O r SA o f i en 6J-rut-.- t1.. u\ r L. r`42 wov 9 r : a.- C./vs Jr• r ( A r r ,.� -� " r Our representative has examined only the footing excavations listed above. The results of this examination are only valid for a period of 48 hours. If any change in the subgrade conditions occurs, we should be promptly notified. Any loosened soils observed in foundation areas due to construction activity or rainfall should be removed prior to concrete placement. COPY TO: � ) 1) 6 cLf-c4 1^ I kkC f1Pr SIGNATURE Bben+t K%-tu -c TERRA ASSOCIATES REPRESENTATIVE U) W u_ w 0 gQ fn ��. d r o : w ~' 0 in 0- 0 I- = V ! o ` co z • DATE FOOTINGS. EXAMINED 5 DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: NOTES: • .� Se/rAi R 7 CF 4 006 SIGNATURE // 15 �eN /tom' f� AJ LC TERRA ASSOCIATES REPRESENTATIVE enainelmA A m C; COPY TO: TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 FOOTING EXCAVATION EXAMINATION REPORT PROJECT NO. /S /S 2 PROJECT NAME: /51 S 'i/I 64) PROJECT LOCATION: 7/7 / Le .4 CONTRACTOR: O d J /t72,OC/1l REPRESENTATIVE: C1, Y T ' ,r7S724 77 elder /, 5: t ill Fors - 7rtJK .��? T .eh2t<' SG./ ?S �S7 64,/ 4.0/ roc, L0 ite S .rvY -5 �ar/,O Or Ah ry A--7 cnz, r nn c r,-r 01-r s,sty c'L1(1 Cpl; 2'' ot. Fi2o -1 74/ felo2 7r) n4A)rac_c , Qt ACTT• itw7 Our representative has examined only the footing excavations listed above. The results of this examination are only valid for a period of 48 hours. If any change in the subgrade conditions occurs, we should be promptly notified. Any loosened soils ob d l lion areas due to construction activity or rainfall should be removed prior to concre placement. S /7" 4C)744e0W K L FOOTING EXCAVATION FIELD CONDITIONS NOTED 2 7^/ / ,iN Am-L.4_ . .0 77 A.A. A - X.17 ' c5e r A-v4 77 T/it,6 S : 6 /Z /A/c /if3S /&i76 /n,41P/k. 1 3 ' -/ier eL t-) i-J t// ggCYCGCT -A - re_t /4-704-7T5efel be 4 ms /ads /4 f'<S n» . r�x 2 s1.'Pn,er` r / S . /6. Z 000 ' P< ao/C f Lo S. A-L c ote_m S eireies �he../41 4yi Alan, ^ We , A/1. • i DATE FOOTINGS. EXAMINED 5 DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: NOTES: • .� Se/rAi R 7 CF 4 006 SIGNATURE // 15 �eN /tom' f� AJ LC TERRA ASSOCIATES REPRESENTATIVE enainelmA A m C; COPY TO: TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 FOOTING EXCAVATION EXAMINATION REPORT PROJECT NO. /S /S 2 PROJECT NAME: /51 S 'i/I 64) PROJECT LOCATION: 7/7 / Le .4 CONTRACTOR: O d J /t72,OC/1l REPRESENTATIVE: C1, Y T ' ,r7S724 77 elder /, 5: t ill Fors - 7rtJK .��? T .eh2t<' SG./ ?S �S7 64,/ 4.0/ roc, L0 ite S .rvY -5 �ar/,O Or Ah ry A--7 cnz, r nn c r,-r 01-r s,sty c'L1(1 Cpl; 2'' ot. Fi2o -1 74/ felo2 7r) n4A)rac_c , Qt ACTT• itw7 Our representative has examined only the footing excavations listed above. The results of this examination are only valid for a period of 48 hours. If any change in the subgrade conditions occurs, we should be promptly notified. Any loosened soils ob d l lion areas due to construction activity or rainfall should be removed prior to concre placement. S /7" 4C)744e0W K L TERRA ASSOCIATES, Inc. rat.; ink" tit Profect: Location: Geotechnical Consultants (425) 821 Kirkland, Washington Weather: /floc:ay Present At Site: , • It ■../ 1 .5 1 :I'S 77:. o r 1::0 77 .^1 g T3+7 A, %Al( 6, 41. L ri.o,i' 1 r - A./.41' c./C" .. TVS I 50e/ r kJ /-/:,' ‘,.• D.0;1 OF" ri" 5 r a S / / 77 A•' , f /1, . 7r) , 7 '` "7" - n e • .4.1( r• ' /r) -; /.:;" /7r.: - r ,'J(. (77; J ,/..) C.) kj .7" tl .:J - r 5 r A -7 .1,, I 7 .r?r A) sz.. ,..,......._ .... .---- - By: l ,--:::---:•.-_-----::----.. '--:----7-- -N- • .- - . .. e._..,._. tr-;:,:t;;;•/.// , • Copies To: Subject: Contractor: Daily Field Memo Project No. Memo No. Date r 5 / "15 / fob.'26"6 !/ P ^;,:-..).tr A / •f•"• )1 _ - ,t.1 C; 7?") /-'-'CJ IZ 7 - r:/iyem,c / •• :e •) 1 • • Teat No. Test Location am 1111 Soil Typo 1.4oisiurs Con( am 1161 cry Dimity ■ PCP) eeireeir Common li. Remarks 36 • , .. r.. . ....".0 4.,0 e / /I ...., 10 .‘ - • t -es 3- • e r f 1 I t 0 I MI I .0 i.. ' WO 01 II. En 05,'04/ 2001 12:40 t)Z1 44J4 IthhA AbUt..1..ilt, orr"7"1,"r +!.... ....-....i..•• 1V \\1' TERRA ASSOCIATES Inc. Geotechnical Consultants (425) 821.7777 v 4.. • ....,aosmuterse... 14.1.11.4■64.14 I Prolect: Location: Sy: fi V fC Weather: L. . A ezr--:- we If/ 7". Present At Sits: 644y Field Density Test Data Copies To: Subject: —Latri.-- _ Contractor: Lgj MKS / U1.14 Daily Field Memo Project No. Memo No. Date T -ey e& •tf<hX11611 AZ/i,`,4;••.? . ■AIV '-'6 LLAA--s se] r.ril'ilL442PF: "7" /". r..4-ren0 cr •4! dui 1/do • A.,.••••1“.- FOOTING EXCAVATION r Air FIELD CONDITIONS NOTED 2 Rim•// / 0. G C...I.4 __ „ is 77/1v ,boss G-x cAliA-m -4 - - r,,u, 5 : 6 7A 2 /'VC Aliss 7wC70 /nrn -` 3 " -iin- C G - i-' hla/ R _ Y fin+e No.i-. r br -1)4,rtei► /S. /51 e' / S tiro i x P I — 7319 '?a 52-e 7 fr */6. 2, Gr?c) ps4 ,G&) / ,Q Looh9 5. A c rbey -445 -r,Kr►t Awl) AffW - 5t/ For 6/ A/ 6. 05/04/2001 12:4' DATE FOOTINGS EXAMINED PROJECT NAME: OONTAACTOR: 425 821 4334 / i s7 v -- 61/5,1760z A/ DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: TERRA ASSOCIATES TERRA ASSOCIATES, Inc. Geotechnioal Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821.7777 • Fax (425) 821-4334 FOOTING EXCAVATION EXAMINATION REPORT PROJECT LOCATION: PROJECT NO, /SW 2 REPRESENTATIVE: &1''Y &,,r7S`T?riz) 2T31/rhr .r's>ll P,eo •rt OI e 7LActgm Our representative hes 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 Ise promptly notified. Any loosened soils ol1i,RpLed.1 Lion areas due to construction activity or rainfall Should be removed prior to concre placement. - SIGNATURE TERRA ASSOCIATES REPRESENTATIVE COPY TO; S rr J 1 YAr IQ 004 /004 ti �W; . t%) ej W CO U. W o N _ W t z ;4 • ▪ C • 11J u i LL W Z � -- _ .o ~ '. Z Dujardin Development Gary Bumstead • Project Manager PO Box 1059 Snohomish, WA 98291 11 1 1: i J. RE: A35 clips not needed at overlapped plywood shear walls. If you have any questions regarding this matter, please don't hesitate to call. Sincerply, G enn er, chneet Kappler Architects P.S. • CC: Dujardin . , I . ; , 1),S. ti ..11 r 0 WI j l I{ 1 11 • r 1 , )1 I 1 r * February 28, 2001 Dear Gary, The A-35 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 conditions. 143J1 SE 16r6 Street . Beirevue, WIt 98007 1.600,388.4517. (425)641.5320 % fix: (425)641.5318 www.kayyrerrterneylanS,COM '1 1 ' 4. • k • . •• 6 GSS NOTES: 3/4' =1'-0' ' TOP PLATE NAILING PER SHEARai!ALL SCHEDULE BOTTOM PLAT NAILNG PER SHEARWALL SCHEDULE Kappler Architects, PS 14311 SE ism St, 9elfynte, washrgto l 98007 (425) 841.5320 " Fac (425) 611.5313 10 d • e' ot. PLTWD. TO RIM JOIST EXTERIOR SHEAR WALL PARALLEL TO FLOOR JOISTS 17610 - 06100 -02 JON PANEL EDGE ON COMMON MEMClER. PANEL EDGE NAILING INTO COTT10N MEMBER PER SCHEDULE. TYP. ExTER1oR WALL CONSTRUCTION WITLW WALL SWEATFIMG PER SCHEDULE TJ■ FLOOR CONSTRUCTION BLOCK PANEL EDGE PER SCHEDULE 17610- 06300 -02.TJI 2 -13 -01 20020314001964 DOCUMENT TITLES) (or transactions contained therein) * ', 9 1—,D ^ - L z . SECOND AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS, RESTRICTIONS, EASEMENTS AND RESERVATIONS FOR FOSTERVIEW ESTATES REFERENCE NUMBER(S) OF DOCUMENTS ASSIGNED OR RELEASED: t0 • 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) CNl nt: tlRANoE COMPAPP/ has placed the document of DUJARDIN DEVELOPMENT COMPANY and e 1 s rt n o li trrs ab ry tot esy th@ d66t000t,# r Amity of • Additional names on page of document LEGAL DESCRIPTION (abbreviated i e , lot, block, plat or section, township, range) Portions of Government Lots 2 and 3, Section 15, Township 23 North, Range 4 East, W M , Portion of Tract 67, Riverside Interurban Tracts, Vol 10 of Plats, Page 74, and Portion of Tract 19, Fostoria Garden Tracts, Vol 9 of Plats, Page 95, in King County, Washington, also known as The Plat of Fosterview Estates, recorded under King County Recording No 20000505000735, Volume 194, Pages 062 -065 • Additional legal is on page of document ASSESSOR'S PROPERTY TAX PARCEL/ACCOUNT NUMBER 43281949n3r1623449057Sparostge440604651& See Attached • Assessor Tax # not yet assigned Ices rn Cr, N 0 N RETURN ADDRESS Brent Carson BUCK & GORDON 902 WATERFRONT PLACE 1011 WESTERN AVENUE SEATTLE, WA 98104 WASHINGTON STATE RECORDER'S Cover Sheet (RCw 65 04) Y \WPIDUJARDINwos PR2NDAMEN D JMO.DOC 200 20314001 I III FACE 001 TOF N8 pG 14 • 4/0802 14'3 03/1 2 itNTY, yA 1 SECOND AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS, RESTRICTIONS, EASEMENTS AND RESERVATIONS re w FOR FOSTERVIEW ESTATES, a A PLANNED RESIDENTIAL DEVELOPMENT ca $ CO w U) w w 0; This Second Amendment to Declaration of Protective Covenants, Restrictions, g �! Easements and Agreements for Fosterview Estates, a Planned Residential Development (the maw. a ; "Second Amendment) is made this L 5 day of '[YI�P.L0. , 2002 by Dujardin v Development Company, a Washington corporation ( "Declarant ") CHICAGO TITLE INSURANCE COMPANY Z Ili has placed the documert of o record as a customer courtesy F- , and accepts no liability for w w RECITALS AND DECLARATION the accuracy br validly of 2 m �e dp�uf�f+rt A Declarant is the developer of the real roe and improvements thereon legally N' ,• P property rtY P 8a Y o o 1 _ • described in Exhibit A (the "Property"), commonly known as the Plat of Fosterview Estates The w w ' °r ' Property is compnsed of all the real property shown on maps recorded with the King County F CZI • under Recording No 20000505000735, Volume 194, Pages 062 -065 w Z ` U N B Declarant previously recorded that certain Declaration of Protective Covenants, rz X • Restrictions, Easements and Agreements for Fosterview Estates, a Planned Residential z ..'( Development (the "Declaration ") under King County Recording No 20000505000736 The CV Declaration was previously amended by a First Amendment to the Declaration (the "First • Amendment ") recorded under King County Recording No 20000505000737 C As the Development Period (as defined in the Declaration) has not termmated, Declarant under the provisions of the Declaration as previously amended, has the authority to amend and wishes to further amend the provisions of the Declaration as provided herein NOW, THEREFORE, Declarant hereby amends the Declaration as follows 1. Maintenance Responsibilities. The Fosterview Estates Homeowners Association. Section 5 1 of the Declaration is hereby deleted in its entirely and replaced with the following Y 1wrwwA Dn wosrER2NDMnEv n JMODOC 2 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 drams in the Common Areas as shown on the Plat Map, and 5 14 The maintenance, repair and replacement of the retaining wall and its associated drainage improvements located along the north boundaries of Lots 1 and 2, and 5 1 5 The maintenance, repair and replacement of the retaining wall and its associated drainage improvements located along south boundary of Tract B and South 137 Street, and 5 1 6. The maintenance, repair and replacement of the retaining wall and its associated drainage improvements located along north boundary of Lots 13 and 14 and the Private Drainage & Pedestrian and Public Utility Easement as shown on the Plat Map, and 5 17. The maintenance of the trails beginning at the cul de sac end of South 137th Place to and along the North boundary of the plat as shown on the plat map. The Association may provide such additional common maintenance that it determines to be in the best interest of the Owners 2. Maintenance Responsibilities - Retaining Walls. A new subsection 5 2 5 is added to Section 5 2 of the Declaration as follows 5.2.5. Retaining Walls. The Owners of any lot on which all or part of a retaining wall is located (except those walls specifically referenced in Sections 5 1 5, 5 16 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 ‘WPDUTARDI TOSTER2NDAMEN D f■O DOC 3 Maintenance, provided the Responsible Owner shall fully restore to substantially its original condition any area of the adjacent lot (including, without 'mutation, any improvements or landscaping) as is disturbed or damaged through the exercise of nghts under this easement 3. Ratification. Except as expressly amended by this Second Amendment, all of the terms, covenants, conditions and easements set forth m the Declaration as previously amended by the First Amendment shall continue m full force and effect and are hereby ratified by the Declarant DECLARANT: (Pnn Name) Its / ?$, clew ten STATE OF WASHINGTON ) )ss. ° COUNTY OF KING ) On this day personally appeared before me Nat• kke , to me known to be the "' Yt?.65 %0S rcr of Dujardin Development Company, the corporation who executed the within and foregoing )instrument, and acknowledged the said instrument to be the free and voluntary act of o said corporation, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute the said instrument �y, GIVEN under my hand and official seal this f 3 day of / /n neGL4 , 2002 Y 1WADWARD1MFOSTER2NDAMEN AJMG DOC 4 CI I!CAGO TITLE INSURANCE COMPANY has placed to document of record as a customer courtesy and accepts no liability for the accuracy or vandtty of the document. . ture) Jtihs. o g tSor) (Print Name) Notary Public in and for the State of Washington, residing at STt LC My commission expires 3 -I S - 0 3 0 §' NW w O ga O '0 w W t - o z :. o t- Cr) N N Plat of Fosterview Estates, recorded under King County Recording No 20000505000735, Volume 194, Pages 062 -065, records of King County, Washington. Y 1WPDUJARDINTOSTESUNDAMEN D MO DOC EXHIBIT A LEGAL DESCRIPTION 5 CHCACO TITLE INSURANCE COMPANY has placed the document of recnrd as a customer courtesy and accepts no liability for the accuracy or validity of the document, ASSESSOR'S PROPERTY TAX ACCOUNT NUMBERS 261200- 0010 4 261200- 0020 - 02 261200 0030 - 00 261200 - 0040 080 261200 - 0050 - 05 261200 - 0060 - 03 261200- 0070 - 01 261200- 0080 - 09 261200 - 0090 - 07 261200- 0100 - 05 261200 - 0110 - 03 261200 - 0120 01 261200 - 0130 - 09 261200- 0140 - 07 261200 - 0150 - 04 261200 - 0160 - 02 261200 - 0170 - 00 261200 - 0180 - 080 261200- 0190 - 06 261200 - 0200 - 04 Plat of Fosterview Estates Lots 1 through 40 CHICAGO T'T1.E INSURANCE COMPANY has pt,-cnd the document of record ■s a customer courtesy and dcrepts no 6ahi6ty for tho Accuracy or validity of 1110 documifiti 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 .1, i. 4!:1:r, e '.... ,,i.r.i ... 7'..,,6,.... t. t ,t7 =7:: : :: 7. : k App ....._..„ R ARcli .) 7 .„,........,,,,...!,,,,,,!..,:...._.,,,,,.,.......„.„.....„.„._ . ... ....„... .......,...„.„.7 , 9 is S , Duane Griffin City of Tukwila 6300Southcenter Blvd. Tukwila, WA 98188 Dear Duane: Should you have any questions or comments, please do not hesitate to call. i c !lc'c ry .1. /r n tuf .l�cC/ rr �? 11it; ,rt 710 f 5 Lt it: 0. 2O1(' 5 u.lx"d - . l (1.1 it Li id q. 'Ty i 'Z i August 18, 2000 John Kappler President RE: Substituting fiberglass fibers in the concrete garage and basement flat work in lieu of welded wire fabric. 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 s merior,. 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. Si rely, ,e *A r Est 5/. I ltt / �r SLC /)5 ri fob 1' -Pi Geer �ct55' Ci �er5 cvr i rtc>/ale e c7c),..e for cr��5�.c >, L.15 a- ((: � h1GtU(_ �1, CS o +c?c:)1 � i 9 ,- ''',)- Li I' .�/ (;��C:1 ( J 1111 , kgp��.�r ��ric ./ CLv�i)�� ate) • 1iLti, • ` ?41 n'�1 14311 SE 16th Street . TeClevue, W% 98007 1.800.888.4517. (425)64 .fax: (425 )641.5318 wwtv.Iappfer(ontey(ans.corn r @tLLrVLu CITY OF TUKWILA AUG 212000 PERMIT CENTER )u� PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D2000 -270 DATE: 8-16-2000 PROJECT NAME: FOSTERVIEW ESTATES LOT 16 SITE ADDRESS: 4254 S 137 PLACE XX Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # _ After Permit Is Issued DEPARTMENTS: Buil in Division • kcX171AO P lic Works Mi) 1 Fire Prevention Ili AU.NC 8•18•CO Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ,/ Incomplete ri n Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: Structural Review Required n APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved n REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 Approved with Conditions xLtr Planning Division 4...e.‘1 410 Permit Coordinator DUE DATE: 8 -17 -2000 Not Applicable No further Review Required • DATE: DUE DATE: 9 -14 -2000 Not Approved (attach comments) ri DATE: DUE DATE Not Approved (attach comments) n DATE: 5 2 s B U g w 9 w 0 : 2 -J Z ` o uj 0 0 0 1- Wi o ; Z ; U • %2 ' 0 z Ciiy of Tukwila Fire Department Thomas R Keefe, Fire Chief Fire Department Review Control #D2000 -270 (510) August 18, 2000 Re: Fosterview Estates Lot #16 - 4254 South 137th Place 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 sprinkler type. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206. 575.4404 • Fax: 206.575 -4439 City of Tukwila Steven M. Mullet, Mayor Fire Department Thomas R Keefe, Fire Chief Page number 2 Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 3. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110- 16(a), NEC 110- 16(c)) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, cc: TFD file ncd ,)- 310 The Tukwila Fire Prevention Bureau Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 Res" ential Sewer Use Certifici an I 2ZA:4 " 2 ' 1 D (To be completed for all new sewer connections, reconnections, or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) WI Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council but is limited by state law to $10,50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi- annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge on this form should be referred to King County Wastewater Treatment Division at (206) 684 -1740. (Please print or type) Owner's Name J S% p.Vdl1 neiki1 i eYt CO . (Last, First, Middle Initial) Property Tax I.D. Number ( 2. k12\2.00 ^ '0I 1.B.D Property Legal Address: Subdivision NameR)StE YVkE(4,S)4te5 Subdiv. # Lot# IV) Block# Building Name (il applicable) Property Street Address y251 OV■ c?-)1 City, State, Zip Owner's Mailin,g� t � Address 'f'.(�. kSv}C 5 3 17 (If different from q ► p �'1 above) EVe,re.'� t W p20(0 Owner's Phone Number (92S' )33'4 - S - 01 8 Property Contact Phone Number ( 2 ) (P /4 I- 532D Party to be Billed (il different from owner) Party's Mailing Address (if different from above) City or Sewer District V C1.I l A9- Date of Connection Side Sewer Permit # Demolition of pre- existing building? ❑ Yes ❑ No Demolition Permit # Residential Customer Equivalent (RCE) 1.0 1.6 2.4 3.2 Please check appropriate box: ❑ Single- family ❑ Duplex (0.8 RCE per unit) ❑ 3 -Plex (0.8 RCE per unit) ❑ 4 -Plex (0.8 RCE per unit) ❑ 5 or more (0.64 RCE per unit) No. of Units x 0.64 = ❑ Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Date 6112_101) Signature of Owner /Representative Print Name of Owner /Representative 5 1057 (Rev. 2/00) White — King Courtly Yellow — Local Sewer Agency Pink — Sewer Customer 0 0 ; to 0 u J w 0 g Q ! 21 a 1— w 1-0 Z H!: ui 2 U G . 0 - o H' 'w W' I ~ H U. 0 • w Z U CO — 0 Certificate of Water Availability PROJECT #: Fcerte rView Required only if outside City of Tukwila water utility district) PART A: (To be completed by applicant) Site Address (Attach map and Legal showing hydrant location and of main): `J J am / /4 �3 /, kO itiRlCltsrmatioh f i � 'i5 y'rt � y.j`Nri 3 ' irY.• t v u jp jy�ya•: tat miaow : rY 'xzz ° E * k lili• Ytr ., < Name: OE t ie-lop r Q4\ t Address: Name: Kapp lee 4'L.t -fe c t Address: Phone: has - 334 + l $ Phone: 's — (py ` —5390 This certificate is for the purposes of: 0 Residential Building Permit ❑ Commercial/Industrial Building Permit ❑ Preliminary Plat ❑ Rezone ❑ Short Subdivision ❑ Other Estimated number of service connections and meter size(s): 5 /8 x 3 )4" Orv_ cf Vehicular distance from nearest hydrant to the closest point of structure ft. Area is served by (Water utility district): 16i Owner /Agent Signature: PART B: (To be completed by water utility district) it-r■ fP) Clod UJaMair Ro . lay Date: The proposed project is located within 7 (City/County) The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: (Use separate sheet if more room is needed) Based upon the improvements listed above, water can be provided and will be available at the site with a flow of OOO gpm at 20 psi residual for a duration of 2 hours at a velocity of /Z fps as documented by the attached calculations. I hereby certify that the above information is true and correct. {C, Ctt �►-�tr b (s-r / Agency /Phone 704 - —2 z 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. RECEIVED CITY er TUI WILD Minimum water system improvements: (At least equal to B2 above) (Use separate sheet if more room is needed) Agency /Phone CITY OF JKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 D 9 e. H-lla Aim 1 s 2000 PERMIT CENTER Date tr. wM *s±WEt.'.ANpvla sm ftCep•r>t k, :.:Julynti umpyrAwFmtrg.tyty _11,.. .V !s:n.,, ?nniKVIVIMC,re'r l MASIa'�V'' '! TA z ~w 6 tY � 00 w co 0 J N LL w 2 _ ° . H =. z � 1- 0 w 2 o en U 0— � w 1 u: O w 0 z Part A: (To Be Completed by Applicant) Purpose of Certificate: I Building Permit ❑ Preliminary Plat or PUD ❑ Other • ❑ Short Subdivision ❑ Rezone Proposed Use: M Residential Single Family ❑ Residential Multi- Family ❑ Commercial ❑ Other Applicants Name: `b(ij \1 tOI N 0 Ezu EL () 'NMt )T Phone: LW -- & ( — -- 3, 2„6 Property Address or Approximate Location: 922-` A c - k-kn ('5-1 — 1P \o -a. Legal Description(Attach Map and Legal Description if necessary): . &4tA0 ke.L i. °Q— -- W- � , -}-v, I r (049 cxo -0V20 Part B: (To Be Completed by Sewer Agency) /1 6 1. � a. Sewer Service will be provided by side sewer connection only to an existing size sewer p feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) 13 a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3 . 'r a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: a. District Connection Charges due prior to connection: GFC: $ 6' 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: [ WORKINO TOWARD A AETTER ENVIRONMENT r 1. e5 SEWER DISTRICT 14816 Military Road South P.O. Box 89550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 H-I1 CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY Certificate of Sewer Availability OR 0 Certificate of Sewer Non - Availability I he • certify that the abov9 sewer agency information is true. This certification shall be valid for one year fro date of signatyre. By 45 RECEtVBb v / Title D.ZOcOE 270 • AUG 1 6 2000 PERMIT CENTER ti W > V v0 ; 0 , to -J �1 co u.` 0 u- n I=- w ?P O : D p. 0 I— W w '; u. uI Z P I.. O F- -Z F625-052-000 03/971 Detach And Display Certificate Detach And Display Certificate DETACH TO DISPLAY CEP •CATE_f PLEASE DETACH AND SIGN CERTIFICATE BEFORE PLACING IN BILLFOLD . pwrywwwpftp". rine" nr"." "'S, Mn . . . F625-052-000 (697) REGISTERED AS PROVIDED BY LAW AS CONS' CONT GENERAL. (T AS PROVIDED BY LAW CONST CONT GENERAL • - REGIST #;- EXP . DATE. • CCOL. DUJARD*204L0 I2/16j2000 EFFECTIVE ;DATE... 06/20/1980 DUJARDIN- DEVELOPMENT CO.. . PO BOX 1059 . • ' . SNOHOMISH. WA: 98291 1059 Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIES Please Remove And Sign Identification Card Before Placing In Billfold F625.052.000 (3-92) FOSTERVIEW TUKWILA WA DUJARDIN DEVELOPMENT COMPANY PERMIT SUBMITTAL DOCUMENTS, LOT 16 ADDRESS: 4254 SOUTH 137TH PLACE TAX PARCEL I.D. #: 261200 -0160 OWNER / DEVELOPER DEVELOPER - DUJARDIN 9623 - 32ND ST. S.E EVERETT WA. 98026 425 - 743 -6140 CONTACT - BILL FOWLER CONSULTANTS CIVIL - ERIC TIETZE & ASSOC. 18530 76TH AVE W. SUITE B EDMONDS WA 98026 425 - 771 -6212 FAX 425 - 775 -0236 CONTACT - ERIC TIETZE ARCHITECT - KAPPLER ARCHITECTS 14311 SE 16th St BELLEVUE WA, 98007 425 - 641 -5320 FAX 425 - 641 -5318 CONTACT - JOHN KAPPLER SURVEY - B.L McDUFFY 3605 COLBEY AVE EVERETT WA. 98021 425 -258 -4438 CONTACT - BUD CONDREY STRUCTURAL - JAMIESON CONSULTING 901 KIRKLAND AVE STE B -1 KIRKLAND WA 98033 425- 803 -2581 FAX 425 - 803 -3289 CONTACT - DOUG JAMIESON LANDSCAPE - ALI 12119 104TH AVE N.E KIRKLAND WA 98034 425 - 823 -9400 CONTACT - JORGE ANGULO SHEET INDEX PLAT ARCHITECTURAL PLANS Sht 4 of 4 PLO P11 PL6 P25 P6.4 P8.0 APPROVED PLAT DRAWING MASTER HOME DEVELOPMENT PLAN PHASE A - HOME DEVELOPMENT PLAN MASTER ARCHITECTURAL GRADING PLAN PLAT GRADING COMPARISON FINAL GRADES FOR PLAT APPROVAL vs. FINAL GRADES FOR LOT BUILD OUT ARCHITECTURAL SITE PLAN - LOTS 16 - 18 SITE SPECIFIC SECTIONS - LOTS 13 - 16 SITE SPECIFIC FOUNDATION DETAILS FOR LOT 16 CIVIL ENGINEERING C -8 FOSTERVIEW ESTATES DRAINAGE PLAN C -12 AS - BUILT SEWER PLAN FOSTERVIEW ESTATES C -13 AS - BUILT - WATER EXTENTION PLAN ARCHITECT V !AL HOME PLANS (FROM BASE PLAN # B2000.060) ARCHITECTURAL COVERSHEET 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 SECTIOY DL STANDARD DETAILS D2. STANDARD DETAILS SL LATERAL DETAILS S2. LATERAL DETAILS S3. LATERAL WALL SCHEDULE D2000 -0270 REVISIONS NO CHANGES SHALL SE MADE TO THE SCOPE OF WORK WITHOUT PRIOR APPROVAL OF TUKWILA BUILDING DIVISION. NOTE REVISIONS WILL RE-01MR A NEW PLAN SUBMITTAL AND MAY INCLUDE ADDITIONAL PLAN REVIEW FEES. FILE COPY I understand that the Plan Check approvals are snivect to errors and omissions and approval of +ar,s does not authorize the violation of any cop1,1 code or ordinance. Receipt of con - ' 4 11 _ s copy r'app WI" ..1.51 CITY P S Y 1 - all ,8A/ LA) R By Date Perrna No .000- L70 SEPARATE PERNQT REQUIRED FOR: II / ECHANICAL (�it liKUMBING tii6.5 PIPING CRY OF TUKWILA BUILDING DIVISION NECENED CITY OF TUKWILA AUG 1 6 2000 PERMIT CENTER H 0 o vJ es cb L cfzs co co 0 in 0) co CO CM X CO p U_ 5 o 0 CD� TITLE JOB NO.: 00135 SHEET COVER SHEET D 2OO° 270 AREA LOT # PHASE LOT 1 1 LOT2 A LOT 3 LOT 4 6 LOT 5 C LOT 6 LOT 7 2 LOT 8 B 7 LOT 9 0 LOT 10 LOT 11 LOT 12 8 LOT 13 A LOT 14 3 LOT 15 A LOT 16 9 LOT 17 C LOT 18 4 LOT19 C 10 LOT 20 D AREA LOT# PHASE LOT 21 5 LOT 22 B LOT 23 LOT 24 6 LOT 25 C LOT 26 LOT 27 LOT 28 7 LOT 29 0 LOT 30 Lor 31 LOT 32 8 LOT33 A LOT 34 LOT 35 LOT 36 9 LOT 37 C LOT 38 LOT 39 10 LOT 40 D CONDITIONS 1. CONSTRUCTION OF INDIVIDUAL HOMES, INCLUDING THEIR FOOTINGS, FOUNDATIONS, ETC. MUST BE ACCOMPLISHED IN ACCORDANCE WITH THE APPROVED HOUSE DEVELOPMENT PLAN. 2. THE HOUSE DEVELOPMENT PLAN OUTLINES 10 AREAS. EACH AREA I5 TO 8E DEVELOPED IN THE CORRESPONDING CONSTRUCTION PHASE. HOUSE DEVELOPMENT PLAN AREA /PHASE CEP 3. THE CONSTRUCTION PHASES SHALL BE DEVELOPED PER THE GEOTECHNICAL RECOMMENDATIONS OF TERRA ASSOCIATES OR ANOTHER CITY APPROVED GEOTECHNICAL- ENGINEERING FIRM. 4. THESE GEOTECHNICAL RECOMMENDATION& ARE TO BE INCLUDED AS PART OF THE SUBMITTAL FOR EACH OF THE SINGLI= FAMILY HOME PERMITS; ON A LOT BY LOT BASIS GROUPED IN CONSTRUCTION PHASES. 5. THESE RECOMMENDATIONS ARE TO INCLUDE SPECIFICS FOR: A. TEMPORARY EXCAVATION RECOMMENDATIONS BY PHASE TO ALLOW FOR THE IMPLEMENTATION OF HOUSE FOOTINGS, FOUNDATIONS AND SLABS. B CONSTRUCTION AREA AND PHASE MITIGATION MEASURES FOR SOIL STABILITY AND EROSION CONTROL BEFORE AND DURING HOUSE CONSTRUCTION. C. GEOTECHNICAL REQUIREMENTS NEEDED TO ALLOW 171E IMPLEMENTATION OF THE NEXT HOUSE CONSTRUCTION PHASE. D. CONSTRUCTION DESIGN PERIMETERS ON A LOT BY LOT BAST;. E. FOR LOTS 21 THROUGH 34, THE UNSUITABLE FILL MATERIAL SHALL BE OVER EXCAVATED DURING CONSTRUCTION OF FOUNDATIONS FOOTINGS, AND FLOOR SLABS. ADDITIONALLY, THERE WILL BE LIMITED EXCAVATION AND REMOVAL OF THE UNSUITABLE SOIL DURING DRIVEWAY CONSTRUCTION. F. FOR LOTS 35 THROUGH 40, THE SLOPE FOR THE "UPPER PORTION' (SOUTH END) OF EACH LOT WILL BE FLATTENED DURING LOT DEVELOPMENT TO ACHIEVE AN INCLINATION OF 2.5:1. ANOTHER ACCEPTABLE OPTION IS TO PROVIDE A CANTILEVERED CONCRETE OR MECHANICALLY STABILIZED EARTH RETAINING WALL. LOWER PORTIONS (NORTH END) OF 7,1E LOTS WILL HAVE THEP SLOPE PROBLEMS CORRECTED DURING LOT DEVELOPMENT. 6. THE APPLICANT IS ID INCLUDE, AS PART OF THEIR SINGLE FAMILY HOME PERMIT, THESE GEOTECHNICAL RECOMMENDATIONS AS WELL AS A LE 1 OR FROM THE GEOTECHNICAL ENGINEER THAT CERTIFIES ON A LOT BY LOT BASIS, GROUPED IN PHASES, THAT THE HOME, FOOTING AND FOUNDATION DESIGN ADDRESS AND FULFILLS THEIR GEOTECHNICAL RECOMMENDATIONS PRELIMINARY PLAT NO. L93 - 0014 FINAL PLAT NO. L99 - 0018 7. DURING CONSTRUCTION, THE GEOTECHNICAL ENGINEER IS TO OBSERVE THE IMPLEMENTATION OF THE HOUSE DEVELOPMENT PLAN. FIELD REPORTS ARE TO BE SUBMITTED TO THE CITY AND TO INCLUDE: A. IEMPORA.RY EXCAVATIONS FOR CONSTRUCTION PHASES AND MITIGATION MEASURES. B IMPLEMENTATIONS OF FOOTINGS, FOUNDATIONS, RETAINING WALLS AND FLOOR SLAB AND DRIVEWAY PLACEMENT ACCORDING TO THE GEOTECHNICAL RECOMMENDATIONS C. BACK FILL AND PREPARATION OF IMPLEMENTATION 70 A ADJACENT CONSTRUCTION PHASES ACCORDING TO THE GEOTECHNICAL RECOMMENDATIONS 8. THE GEOTECHNICAL ENGINEER IS TO PROVIDE CERTIFICATION ON A LOT BY LOT BASIS THAT 771E WORK HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH THE GEOTECHNICAL RECOMMENDATIONS. 9. EACH OWNER IN ITS PURCHASE OF A LOT, HEREBY ACKNOWLEDGES THAT THE PLAT OF FOSIERWEW ESTATES AS APPROVED BY THE CITY OF TUKWILA, CONTAINS AREAS CONSISTING OF STEEP SLOPES EACH OWNER HEREBY RELEASES THE CITY OF TUKWILA AND ITS OFFICERS, AGENTS AND EMPLOYEES FROM ALL CLAIMS ACTIONS CAUSES OF ACTION, COSTS, ATTORNEYS' AND EXPERTS FEES 0R PROPERTY DAMAGE ARISING FROM THE PRESENCE OF STEEP SLOPES WITHIN THE PLAT, PROVIDED, THAT THIS RELEASE SHALL NOT APPLY TO CLAIMS ACTIONS, CAUSES OF ACTION, COSTS ATTORNEYS' AND EXPERTS' FEES AND PROPERTY DAMAGE RESULTING, FROM THE SOLE OR CONTRIBUTORY NEGLIGENCE OF 7HE CITY OF TUKWILA, ITS OFFICERS, AGENTS AND EMPLOYEES. CITY OF SEATTLE UTILITY EASEMENT P.M. #230415 -1 -011 THIS EASEMENT GRANTS TO THE CITY OF SEATTLE (HEREAFTER REFERRED TO AS GRANTEE), ITS SUCCESSORS AND ASSIGNS THE RIGHT, PRIVILEGE AND AUTHORITY TO INSTALL, CONSTRUCT, ERECT, ALTER, IMPROVE REPAIR, ENERGIZE, OPERATE AND MAINTAIN ELECTRIC UNDERGROUND DISTRIBUTION FACILITIES TRANSFORMERS DUCTS VAULTS MANHOLES, CABINETS CONTAINERS, CONDUITS, IRES AND OTHER NECESSARY OR CONVENIENT APPURTENANCES TO MAKE SAID UNDERGROUND AN INTEGRATED ELECTRIC SYSTEM. ALL SUCH ELECTRIC SYSTEM IS 10 BE LOCATED ACROSS OVER, UPON AND UNDER THE FOLLOWING DESCRIBED LANDS AND PREMISES SITUATED IN THE COUNTY OF KING, STATE OF WASHINGTON, TO WIT; THOSE AREAS HEREIN WITHIN THE PLAT OF FOSIERVIEW ESTATES DESIGNATED AS UTILITY EASEMENTS AND /OR ACCESS AND UTIUTY EASEMENTS" TOGETHER INTH THE RIGHT AT ALL TIMES TO THE GRANTEE, ITS SUCCESSORS AND ASSIGNS OF INGRESS TO AND EGRESS FROM SAID LANDS ACROSS ADJACENT LANDS ABUTTING THE DESCRIBED EASEMENT AREA FOR THE PURPOSE OF INSTALLING, CONSTRUCTING, RECONSTRUCTING, REPAIRING, RENEWING, ALTERING, CHANGING, PATROLLING, ENERGIZING AND OPERATING SAID ELECTRIC SYSTEM, AND THE RIGHT AT ANY TIME TO REMOVE ALL OR ANY PART OF SAID ELECTRIC SYSTEM FROM SAID LANDS. ALSO THE RIGHT TD THE GRANTEE 115 SUCCESSORS AND ASSIGNS, AT ALL TIMES TO CUT AND TRIM BRUSH, TREES OR OTHER PLANTS STANDING OR GROWING UPON SAID LANDS OR ADJACENT LANDS WHICH, IN THE OPINION OF THE GRANTEE, INTERFERE WITH THE MAINTENANCE OR OPERATION OF 711E SYSTEM, OR CONSTITUTE A MENACE OR DANGER TO SAID ELECTRIC SYSTEM. IT IS FURTHER COVENANTED AND AGREED THAT NO STRUCTURE OR FIRE HAZARDS WILL BE ERECTED OR PERMITTED WITHIN THE ABOVE DESCRIBED EASEMENT AREA WITHOUT PRIOR WRITTEN APPROVAL FROM THE GRANTEE, ITS SUCCESSORS AND ASSIGNS; THAT NO DIGGING WILL BE DONE OR PERMITTED WITHIN THE EASEMENT AREA WHICH WILL IN ANY MANNER DISTURB THE FACIUITES OR THEIR SOLIDITY OR UNEARTH ANY PORTION THEREOF; AND THAT NO BLASTING OR DISCHARGE OF ANY EXPLOSIVES WILL BE PERMITTED V617-IIN FIFTY (50) FEET OF SAID LINES AND APPURTENANCES THE CITY OF SEATTLE IS TO BE RESPONSIBLE, AS PROVIDED BY LAW, FOR ANY DAMAGE IN THE CONSTRUCTION, MAINTENANCE AND OPERATION OF SAID ELECTRIC SYSTEM ACROSS, OVER, UPON AND UNDER THE PROPERTY GRANTED IN THIS EASEMENT' OR ADJACENT LAND THERETO. THE RIGHTS, 717LE' PRIVILEGES AND AUTHORITY HEREBY GRANTED SHALL CONTINUE AND BE IN FORCE UNTIL SUCH TIME AS THE GRANTEE, ITS SUCCESSORS AND ASSIGNS SHALL PERMANENTLY REMOVE SAID POLES, WIRES AND APPURTENANCES FROM SAID LANDS OR SHALL OTHERWISE PERMANENTLY ABANDON SAID ELECTRIC SYSTEM, AT WHICH TIME ALL SUCH RIGHTS TIRE, PRIVILEGES AND AUTHORITY HEREBY GRANTED SHALL TERMINATE. OPEN SPACE EASEMENT LINE' TABLE uNE 1 DIRECTION I DISTANCE 011 N89595411' 40.25' E1.2 N0039 045 10.15 ELI N895954'W 58.26' EL4 N7341'17'W 10570' EL5 N7341'17'W 562' EL6 N1936345 4.56' EL7 N8718545 51.21' EL8 6095732E 7544' as N5720'045 27.25 EL10 N8323'46E 29.05' EL11 6132557 E 2255' a12 N8936'14'W 46.42' 3505' 47.06 612' EL13 N1417936E EL74 N8876'09 °W EL15 N8876'09 EL16 Nl653'05E 32.00' a17 62120'455 25.84' EL 18 N824023"W 14.86 01.19 20.92' EL20 N52V2'47W 3209' 821 N52V247'W 2692' ELZZ 26.97' 689205616 E1.23 E1.24 N664l365 N8920'56'W 24.39' N892056'W 16.55' EL25 5267' a26 60050005 9.61' a27 S753914'0 38.71 631 EL32 633 N5157'355 EL34 N08'45'045 2204' EL35 N414835W 2268' 636 No232'46'41 21.13' 01.37 N643341111 60.03' 638 NO23246'W 19.88' 5639 - N3905'345 2566' EL40 N6453'41'14 41.66' EL41 N3855345 16.16' EL42 N7429 41 26.99' 01.43 N0556 32'6 31.75' EL44 N3459325 25.95' EL45 N06'l9'495 15.18' 646 62625'4216 14.93' 647 NO2 4434 E 77.08' EL48 N35'05'215 21.05' 01.49 922'42405 16.28' EL50 N8748'28'W 20.74' -EL51 N87'48'28'W 10.83' 5152 N87 257' E1.53. 60137'435 5600' 654 N3557'5714 74.34 655 55357 80.93' OPEN SPACE EASEMENT CURVE TABLE UMW' I RADIUS 1 LENGTH I DELTA EC1 5111' 57.93' 622943" EC2 47.00' 17.23' 2059'52' EC3 33.27' 36.25' 622518' EC4 20.00' 49.81' 1424151' D2000 -0270 i!77# 12/16/00 RECEIVED CITY OF TUKWILA FOSTERVIEW ESTATES AU61 s 2000 A REPLAT OF PERMIT CENTER A PORTION OF TRACT 67, RIVERSIDE INTERURBAN TRACTS AND AND A PORTION OF TRACT 19, FOSTORIA GARDEN TRACTS IN GL. 2 AND GL. 3 AND THE SW 1/4 OF 771E NE 1/4 OF SECTION 15, T. 23 N., R. 4 E., W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON I M R.L. McDUFFY & ASSOCIATES, INC. DATE 2/7/00 L I LAND USE CONSULTANTS 060 BY KMG ENGINEERS o SURVEYORS • PLANNERS • MANAGEMENT JOB NO. 96089 3605 COLBYAWIJUE EW1ETR, ITASTIICTLN 98201(425) 258 -4438 FAX (425) 258 -1616 5117 4 OF PLC USES IN PLT PLAN 1568A AREA --..„ 1568B I PLAN PORCH AREA 1843A 7 1843B X 1843B ' 6 LOT 21 B 2060 5 5 LOT 2 2108 5 ( +2) 2060 2246 5 2119 2119 6 LOT 4 LOT # PHASE PLAN PORCH AREA LOT # PHASE I PLAN PORCH AREA LOT 1 A 1843B X 1 LOT 21 B 2119 5 LOT 2 1843A X LOT 22 2060 LOT 3 2119 LOT 23 1568A LOT 4 2246 LOT 24 1568B 6 LOT 5 B 2108 X 2 LOT 25 C 1843A LOT 6 2246 LOT 26 1843B LOT 7 2246 LOT 27 D 1843A 7 LOT 8 2108 X LOT 28 1843B LOT 9 2108 LOT 29 1843B LOT 10 2246 LOT 30 1843A LOT 11 2108 LOT 31 2060 LOT 12 1568A LOT 32 2119 1 8 LOT 13 A 2108 3 LOT 33 1 A 2060 1 LOT 14 2108 LOT 34 2119 LOT 15 2IOB MOD'F.D (1) LOT 35 c 1843B 9 LOT 16 2108 MOD'F.D (2) LOT 36 1843A LOT 17 2246 LOT 37 1843B LOT 18 C 2060 4 LOT 38 , 1843A LOT 19 2119 LOT 39 1843B LOT 20 2060 LOT 40 D 1843A 10 SOME PLAN MATRIX & SCHEDULE WOMEN. AREAS MA AL UCTION OF iI DMONAL Y, .r UNSUITABLE PER PORTION' 1 DURING CONCRETE OR I WER PORTION' PE PROBLEMS EIR SINgq HNIC)�L E CAL ED IN ARRAS. PHASE A PHASE B PHASE KEY PHASE C PHASE D (SEE SHEET G1 FOR STREET ADDRESS OF EACH LOTS) CONDITION L CONSTRUCTION OF 1 1 !'UAL HOMES; FOOTINGS, FOUNDATIO ETC. MUST BE IN ACCORDANCE ' : THE APPRO DEVELOPMENT PLAN 2. THE HOUSE DEVELOPMEXT PLAN 0 AREAS EACH AREA IS TO B CORRESPONDING CON 3. THE CONSTRUCTION AREAS S PER THE GEOTECHNICAL RE OF TERRA ASSOCIATES OR AN ENGINEERING FIRM AS APPROVED BY 4. THESE GEOTECHNICAL RECOMMENDATIONS AS PART OF THE SIBMTTTAL FOR EACH OF RESIDENCE PERMITS; ON A LOT BY IN CONSTRUCTION PHASES 5. THESE RECOMMENDATIONS ARE TO INCLUDE SPECIFICS FOR A TEMPORARY EXCAVATION RECO AREA TO ALLOW FOR THE INSTALLA FOOTINGS, FOUNDATIONS AND FLOOR S R. CONSTRUCTION AREA AND PHASE MTHG FOR SOIL STABILITY AND EROSION CONTRO DURING HOME CONSTRRCTION. C. GEOTECHNICAL RNIS NEEDPD TO ALLOW TATION OF ADJACENT HONE DEVELOPMENT COMSRIICHO D. CONSTRUCTION DESIGN PARAMETERS ON A LOT E. FOR LOTS 21 THROUGH 31, THE UNSUITABLE SHALL BE OVER EXCAVATED DURING CON FOUNDATION$ FOOTINGS, AND FLOOR SLABS IEEE WELL BE IAMB EICAVATION AND REMOVAL OF SOIL DURING DRIVEWAY CONSTRUCTION F. FOR LOTS E THROUGH 40, THE SLOPE ON THE 'U (SOUTH END) OF EACH LOT WILL BE FLA LOT DEVELOPMENT Of ACHIEVE AN INCLINATIONO ACCEPTABLE OPTION IS TO PROVIDE A MECHANICALLY STABILIZED RETAINING WALL THE (NORTH END) OF THE LOTS WILL HAVE THEIR CORRECTED DURING LOT DEVELOPMENT. 6. THE APPLICANT IS TO INCLUDE, AS PART OF FAMILY RESIDENCE PERMIT, THESE G RECOMMENDATIONS AS WELL AS A LETTER FROM THE ENGINEER THAT CERTIFIES ON A LOT BY LOT BE, GR THAT THE HOME. FOOTING AND FOUNDA ON DESIG ADDRESSES AND FULFILLS THEIR GEOTECHNICAL RECO ..; SEDATION& 7. DURING CONSTRUCTION, THE GEOTECHNICAL ENG ' ' : IS TO OBSERVE THE DBLEMENTATION OF THE HOUSE DEVELOPME PLAN. FIELD REPORTS ARE TO BE SUBMITTED TO THE CITY OF : " 1 AND TO ADDRESS A. TEMPORARY EXCAVATION OF CONSTRUCT! MITIGATION MEASURES B. VERIFICATION OF FOOTING, FOUNDATION, AND FLOOR SLAB INSTALLATION METHODS PLACEMENTS ACCORDING TO GEOTECHNICAL C. VERIFICATION OF BACK FILL AND PREPARATION FO IN ADJACENT HOME DEVELOPMENT CONSTR ACCORDING TO GEOTECHNICAL RI cOMMENDATI I NS THE GEOTECHNICAL ENGINEER IS TO PROVIDE C'RTIFICATION ON A LOT BY LOT BASIS THAT THE WORK HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH THEIR GEOTECHNICAL RECOMMENDATIQNS TRACT "A" (J 7YUNE - R4C TYP (TRACT BDY) OME DEVELOPMENT PLAN D2000 -0270 KEY PLAN E:1 =40' R AY ( RECEIVED CITY OF TUKWI A AUG 1 G 2000 PERMIT CENTER 80 160 SHEET P1.0 i TITLE JOE NO.: 9801321 LOT # PHASE PLAN INN AREA 1568B LOT # PHASE PLAN Iggir AREA LOT 1 A 1843B X 1 LOT 21 B 2119 2246 5 LOT 2 1843A X LOT 22 2060 LOT 3 2119 LOT 23 1568A LOT 4 2246 LOT 24 1568B 6 LOT 5 B 2108 X 2 LOT 25 c 1843A LOT 6 2246 LOT 26 1843B LOT 7 2246 LOT 27 ■ D 1843A 7 LOT 8 2108 x LOT 28 1843B LOT 9 2108 LOT 29 1843B LOT 10 2246 LOT 30 1843A LOT 11 2108 LOT 31 2060 LOT 12 1568A LOT 32 2119 8 LOT 13 A 2108 3 LOT 33 A 2060 LOT 14 2108 LOT 34 2119 LOT 15 2108 MOD'F.D (1) LOT 35 c 1843B 9 LOT 16 2108 MO1YF.D (2) LOT 36 1843A LOT 17 2246 LOT 37 1843B LOT 18 C 2060 4 LOT 38 1843A LOT 19 2119 LOT 39 1843B LOT 20 2060 LOT 40 D 1843A 10 PLAL USES IN PL'V 1568A 2 1568B 1843A 1843B 2060 5 2108 5 (+2) 2246 5 2119 6 NOTE: I. FOR EROSION CONTROL - EXISTING SILT FENCE (AS SHOWN ON C-2) TO REMAIN IN PLACE UNTIL PUBLIC WORKS APPROVES REMOVAL. 84' -4 4111■" - r otwANNMINALMMIllimm it TRACT " A" PROPERTY eD LI v NE PROP.' 7 Y TYNE - TYP (72,4C7 SPY) TRACT " B" HOME PLAN MATRIX & SCHEDULE (SEE SHEET C-1 FOR STREET ADDRESS OF EACH LOTS) KEY PLAN f R/ RECEIVED CRY OF TUKWIIA AUG 1 6 2000 PERMIT CENTER 20 40 80 160 E = 40' fi o Q) 1111E JOE NO. 9801321 SHEET P1.1 TRACT " SOUTHGATE PARK -EX. UAL1 �.` POLE EX U71L1TY POLE 15' NABYE IECETA71CW BUFFER U7LL/TY POL D2000 -0270 EX ROGCERY EX CONC. HALL EX. CUY POLE \- PER CIVIL FINAL GRADING PLAN SHEET CO3.1 TRACT "A" GRADING AND STREET PLAN 0 20 40 60 80 SCALE 1:40 160 NEW 5' CONC. WALK I , I LAN 7LZE 1�- TE STEF5 A5ID NEW 5' ASPH WALK S >377H STREET SEE SHEET A5ID FOR SITE STEF INFOR'IATIC4! -RA RECEIVED CITY OF TUKWILA AUG 1 6 2000 PERMIT CENTER TITLE O O `9 ) 0 Z L O > � (.) N 'Co- O co c y 'Q JOE NO. 98013 SHEET P1.5 ME PR/VA.- LWANALEEWE OPENS ALE EASEMENT TO'PRNAIE DRAINAGEE O 10 PRIVATE ONANACE EMT CUT & FILL CALCULATIONS (IN CUBIC YARDS) THESE CALCULATIONS ARE BEING PROVIDED TO THE CITY OF TUKWILLA AS PART OF THE PERMITTING REQUIREMENTS. CUT AND FILL QUANTITIES ARE GIVEN AS TWO SEPERATE NUMBERS FOR THE TOTAL AMOUNT OF CUT AND THE TOTAL AMOUNT FILL ON EACH SITE. EACH CUT AND FILL QUANTITY HAS BEEN CALCULATED TO INCLUDE FOOTINGS, CRAWLSPACES, THE AREA UNDER THE GARAGES, BACKFILL FOR FOUNDATION, AND AROUND SITE WITHIN PROPERTY LINES. CALCULATIONS ARE BASED ON THE DIFFERENCE BETWEEN FINAL GRADES FOR PLAT APPROVAL VS. FINAL GRADES FOR LOT BUILD OUT. TOTAL TOTAL ADJACENT TO LOT LOT CUT FILL WITHIN R.O.W. `\ CUT FILL 01 343 133 0 0 02 177 266 N/A N/A 03 35 37 0 4 04 60 114 N/A N/A 05 25 193 N/A N/A 06 25 204 N/A N/A 07 22 290 N/A N/A 08 40 227 N/A N/A 09 25 235 N/A N/A LOT TOTAL TOTAL ADJACENT TO LOT CUT FILL WITHIN R.O.W:. 10 35 255 N/A N/A CUT FILL 11 60 150 N/A N/A 26 449 0 12 87 0 N/A N/A 27 551 0 13 193 30 N/A N/A 28 647 0 N/A N/A 14 41 150 N/A N/A 29 424 0 N/A N/A 15 45 150 N/A N/A 30 381 0 N/A N/A 16 45 85 N/A N/A 31 38 137 N/A N/A 17 56 36 N/A N/A 32 35 81 0 83 18 N/A N/A 33 38 122 0 66 19 N/A N/A 34 35 37 3 7 20 N/A N/A 35 596 0 N/A N/A 21 35 0 N/A N/A 36 580 0 N/A N/A 22 0 38 N/A N/A 37 480 0 N/A N/A 23 0 44 N/A i N/A 38 446 0 N/A N/A 24 282 0 39 395 0 N/A N/A 25 506 0 40 473 0 N/A N/A EX URN POLE 'VELA E- ON nL/TY POLE PROPERTY LINE - TYP (TRACT ROY) TRACT ear N SOUTHGATE PARK FYDESIRLAN AND FURL /C OWN EASEMENT I NVESO/AN AND PLTRUC MEW YEASSVENT GRADE COMPARISION EX ROCKERY EX CONS_ AL EC LA'/Y POLE I 10'P11Ll16 i WAN/16,W PWCWERTY NNE - TIP (TRACT T BDY) TRACT "A"/ FINAL GRADES FOR PLAT APPROVAL VS, FINAL GRADES FOR LOT BUILDOUT 0 20 40 60 80 SCALE 1:40 D2000 -0270 160 I -RA f4E STEPS E ASD NEW 5' CONC. WALK NEW 5' ASPFL WALK SEE SHEET 45R FOR SITE STEP I,FOR1ATICN RECEIVED CITY OF TUKWILA AUG 1 6 2000 PERMIT CENTER JOB NO. I jCe SHEET P1.6 1". ME PR/VA.- LWANALEEWE OPENS ALE EASEMENT TO'PRNAIE DRAINAGEE O 10 PRIVATE ONANACE EMT CUT & FILL CALCULATIONS (IN CUBIC YARDS) THESE CALCULATIONS ARE BEING PROVIDED TO THE CITY OF TUKWILLA AS PART OF THE PERMITTING REQUIREMENTS. CUT AND FILL QUANTITIES ARE GIVEN AS TWO SEPERATE NUMBERS FOR THE TOTAL AMOUNT OF CUT AND THE TOTAL AMOUNT FILL ON EACH SITE. EACH CUT AND FILL QUANTITY HAS BEEN CALCULATED TO INCLUDE FOOTINGS, CRAWLSPACES, THE AREA UNDER THE GARAGES, BACKFILL FOR FOUNDATION, AND AROUND SITE WITHIN PROPERTY LINES. CALCULATIONS ARE BASED ON THE DIFFERENCE BETWEEN FINAL GRADES FOR PLAT APPROVAL VS. FINAL GRADES FOR LOT BUILD OUT. TOTAL TOTAL ADJACENT TO LOT LOT CUT FILL WITHIN R.O.W. `\ CUT FILL 01 343 133 0 0 02 177 266 N/A N/A 03 35 37 0 4 04 60 114 N/A N/A 05 25 193 N/A N/A 06 25 204 N/A N/A 07 22 290 N/A N/A 08 40 227 N/A N/A 09 25 235 N/A N/A LOT TOTAL TOTAL ADJACENT TO LOT CUT FILL WITHIN R.O.W:. 10 35 255 N/A N/A CUT FILL 11 60 150 N/A N/A 26 449 0 12 87 0 N/A N/A 27 551 0 13 193 30 N/A N/A 28 647 0 N/A N/A 14 41 150 N/A N/A 29 424 0 N/A N/A 15 45 150 N/A N/A 30 381 0 N/A N/A 16 45 85 N/A N/A 31 38 137 N/A N/A 17 56 36 N/A N/A 32 35 81 0 83 18 N/A N/A 33 38 122 0 66 19 N/A N/A 34 35 37 3 7 20 N/A N/A 35 596 0 N/A N/A 21 35 0 N/A N/A 36 580 0 N/A N/A 22 0 38 N/A N/A 37 480 0 N/A N/A 23 0 44 N/A i N/A 38 446 0 N/A N/A 24 282 0 39 395 0 N/A N/A 25 506 0 40 473 0 N/A N/A EX URN POLE 'VELA E- ON nL/TY POLE PROPERTY LINE - TYP (TRACT ROY) TRACT ear N SOUTHGATE PARK FYDESIRLAN AND FURL /C OWN EASEMENT I NVESO/AN AND PLTRUC MEW YEASSVENT GRADE COMPARISION EX ROCKERY EX CONS_ AL EC LA'/Y POLE I 10'P11Ll16 i WAN/16,W PWCWERTY NNE - TIP (TRACT T BDY) TRACT "A"/ FINAL GRADES FOR PLAT APPROVAL VS, FINAL GRADES FOR LOT BUILDOUT 0 20 40 60 80 SCALE 1:40 D2000 -0270 160 I -RA f4E STEPS E ASD NEW 5' CONC. WALK NEW 5' ASPFL WALK SEE SHEET 45R FOR SITE STEP I,FOR1ATICN RECEIVED CITY OF TUKWILA AUG 1 6 2000 PERMIT CENTER JOB NO. I jCe SHEET P1.6 \ \ \ \``. „. \ \ `• \ \ \ `,`\ \ • \ . \ \ \ \ i \ \ \ \ \ \ \ \ , ' . \ \ \ \ \` // /�/ \ \\` \ \ \ \`` \\ \ \ 7 \ \• \ \ \ \ 0 \ \\ \ • \ ` V � 0 1 ir 1 1 111 I i r i ;° lq P 1 r . 1 11 .1fi ill Pi lig 1 gM 4 1 0 ,ogg . i lgi rl jil id 83 i gil' p h ilial i i i/g ' il pi gqi 1 N O O ` ` \ \ \ \ � �\ `. �"1 \ \ \ • • \\ \ \ `. \ \ \ \ \ Kappler Associates A r c h i t e c t s W (GJN0GNV8V) 1 7b'HdSb' _10 750_7 13400 Northup Way, Suite 33 Bellevue, Washington 98005 (206) 641 -5320 * Fax (2.06) 641 -5318 • \ \ ' ' \ \ \ `.� \ \ \ ' ' -- / \\,,,, Z/ \ ` c' <• \ \ 1 \ , \ \ \ \ / \ \ \ \ '\ \ \\ \\ \\,84; 9Z £`_ \ \ \, \ ` ,, l , 6 6 PZ Z` 0 , \ \ \\ \ \\ \\ \ \ , c• \� -------, \ \ \ `• I/\•\ \ \ \\\\ \ A • tl3M3S \\ N ARCHITECTURAL PLAN FOSTERVIEW PLAT SITE PLAN FOR LO / Date By Description QS„i i 1]' P'.;'TT Qu4l , SRLI � tat Q ' Q �� Q L Q1 CLOUDED, 0 � X?!.. A, C cOM __ _L T__To G!/IWvcn 1 rIIIIIII 90'•9 3/4' 94 3 /f' GREATER THAN 10'0' CD y CP Oga '"1=F -01530 - o Co m xi o ;v ri V y 1D O 0 1 1 1 o 0 s 0 18 :4 I4 0 I$ I$ 1 j I 1P'.o 6 i '4 4 '8 B 8 I I PROPERTY LINE PROPERTY LINE 4 '4 ;9 PROPERTY LINB PROPERTY L1NE ! ! 4 4 3 4 4 I$ 4 fi 4 II 4 4 �8 (P v 6 cin tr1 0 Tj O 7d 0 w -0m0 .D 0 mmo O s V m -0W0 mmO = <mz ma) " °mm m V y 1 r o — ._I �.� I i • • 4 4 ' 8 I j0 g I Q g j 4 # 8 lo 0 : 1 I .1 I , j PROPERTY LINE 3 3 i t. 4 3 4 0113 3 i I PROPERTY LINE PROPERTY LINE PROPERTY LINE 110d smoupas P6.4 SHEET f JOB NO.: TILE Kappler Architects P S ■ / 14311 SE 16th ST, Bellevue, Washington 98007 (425) 641 -5320 * Fax (425) 641 -5318 D U JARDIN Date By De � . ' 1:1;,...„..,;::::11:1i,_ r 05 .1.00 ®PE IT 9 :T hQ � ■ '° �SI OS•01.00]C 0841.00 COMMBNT9 UPDATED 1 ' 15 16 • I CLIUDED F OSTERVIEW ESTATES THIS DRAWING IS 0 COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT NE rIIIIIII 90'•9 3/4' 94 3 /f' GREATER THAN 10'0' CD y CP Oga '"1=F -01530 - o Co m xi o ;v ri V y 1D O 0 1 1 1 o 0 s 0 18 :4 I4 0 I$ I$ 1 j I 1P'.o 6 i '4 4 '8 B 8 I I PROPERTY LINE PROPERTY LINE 4 '4 ;9 PROPERTY LINB PROPERTY L1NE ! ! 4 4 3 4 4 I$ 4 fi 4 II 4 4 �8 (P v 6 cin tr1 0 Tj O 7d 0 w -0m0 .D 0 mmo O s V m -0W0 mmO = <mz ma) " °mm m V y 1 r o — ._I �.� I i • • 4 4 ' 8 I j0 g I Q g j 4 # 8 lo 0 : 1 I .1 I , j PROPERTY LINE 3 3 i t. 4 3 4 0113 3 i I PROPERTY LINE PROPERTY LINE PROPERTY LINE 110d smoupas L NOTE: TWO DECKS WALL NOT BE USED FOR ALL CONDITIONS. INSTALL LOUER DECK ONLY WHEN GRADE REDIIRES. 2x6 RAILING 2x2 • 5 Yr OC MLR DIST_ BIM NOT TO EXCEED 0 5/4 x 4 TK CDR DC. 2x8 16' P.T OL DECK JST. 4T ATTACH LEDGER W 2 ROWS OF I2,AG BOLTS AT I6' oc TYP. TJI FLOOR FRAMING 4 RIM BOARD PER FLAN 6x10 P.T. BEAM ECC66 TO PO5T5 ABOVE AND BELOW 2x FACIA BOARD O GREATER DEPTH THAN JOISTS) (U 3/4' LAG BOLT, AT EACH END 0x6 KNEE BRACE, TYR 6x6 P.T. POST W 0866 FNEH GRADE (4) •4 BAR VERY. 4 STUB INTO FOOTING •4 BAR LLRAP• III on. MIN TOP AND BOTTOM 36,36,2, C.C. PAD W (4)'4 BAR EACH WAIT ON SOLD 985TRATE FOOTING DEPTH PER GEOTECH ENGINEER TYP. DECK CROSS SECTION D2000 -270 06200- 19_TJI FOOTING DRAIN DETAIL 3 /4'=f -0• DOES NOT SLIDE # THIS FOOTING SPANS _. OUNDATION DETAIL 5/8 AB_ AV STEEL PLATE AS NOTED SOLD SUBSTRATE SEE DETAIL 54.80 FOR FOOTING DRAM (DIV 2 SHEET A-13 TOP Of BAR L INI I T j I W II •4 VERCJ BAR •V oc MN 3 SHEET A-U •4 HORL BA. R•10'ac (DN_ 3 SHEET A-U DATA' PR'ORN6( DN 75141 AU TfGNILPE •4 HURL BAR 3'- 0'•10'oc -3 SHEET A-U Oe`86.i f�•�s 0 ;� 53/16' S.Q. ET A -I) EXCEPT ON SHEARUALL E l' MIN EMBED. 4 BAR. TOP VERY BAR • U' oc, FULL HEIGHT Cf fDl(DIV_ 3 SHEET ET A A -U VERY. J BAR GR.• V oc E (DIV. 3 SHEET A -U DAMP FROOFING ( DIV_ l SHIT AU■ 4 HORL BAR •10'oc I-6' OVERLAP MN) (Div.3 SHEET A -U TIGHTLPE •4.87_ BAR 2' -0' • 16, DM SHEET A -I) ETAIL 9/P8ID FOR DRAM CONSTRUCTION a -u TOP OF FT'G 3/4'=f -O 2 . -1 ' NT5 FOUNDATION DETAIL NDATION DETAIL 4='-• 5/8'0x10' AB STEEL FLA OC. (DIV AS NO (DIV 3 SOLID S EGTRA CONC. SLAB OVER vAFLOR BARRI FOUNDATION DETAIL 3 /4' =f-O' FOUNDATION DETAIL 3/4'=T-0" SEE DETAIL' DRAM CONS SOLID SUBSTRATE (3)•4 BAR CONT. (DIV. 3/4=f -O' NOI FOOTING DOES NOT SLIDE M THIS CONDITION, FOOTING 5P HORIZONTALLY. TOP OF SLAB TOP Of BAR 0E5 NOT SLIDE IN THIS T. SPAN NTB FOUNDATION DETAIL 3/4' =R0' (U•4 BAR •TOP 03300 - 10 58'4•60' AB B/ 2'X2.3/16' 5R 0 STEEL PLATE .1 -ER.S • 0-0' O.C. (DN_ 3 SHEET A-U EM'GT A5 NOTED CN 5!EAFWIAEL SLHEDILE i MIN EMBED_ •4 VERT_ BAR• 10' OC,FLL HEIGHT OF WALL (DN_3 SHEET A-U (A •4 VERCJ BAR sS' oc (DIV_ 3 SFHEET A-V •4 HORL BAR •IV oc (DIV 3SWEET A-13 DAMP PROOFING( DNl SHT AD m TIGH LRE •4 HOE. BAR 3'- 0'•IVoc STOP GF FFG (DM 3 SST A -U (6).4 BAR COD: (DN 3 SHEET A -U SOLID SUBSTRATE SEE DETAIL 9/P8.0 FOR FOOTING DRAM COSTRUCTION (DIV 2 SHEET A -U 5/8'0x60' AB. W/ TX/ STEEL_ PLATE OL. (DN. 3 SHEET AS NOTED CN SCHEDULE l' • EMBED •TOP 03300 •4 VERT. BAR. 9' OC. FULL HEIGHT OF WALL (Div. 3 SHEET A -U SL) EX. -EAT VERT. J BAR GR 60.5' oc (DIV. 3 SHEET A - 4 HORL BAl2 •8' (DIV 3 SHEET A -U TOP Of DAP PROOFING ( DN 1 SHY Al) 11 T.TU E •4 HORL BAR 4' -0' • 9' oc SZ, TOP OF (DIV 3 SHEET A -U FINISH GRADE FINISH 'GRADE TOP CF BAR •-'m NOTE 5.0.11.15T BE IN PLACE PRIOR TO ML BACKFRL CF WALL_ 'OP Go )c^J' 3 8; i O S TOP CF BAR - NOTE SDfx MUST BE PI PLACE PRIOR TO BILL 7, 1 ACKFILL OF WALL. • IR' CLEAR / 3 -2 ' 1 -3 ' FOUNDATION DETAIL 3/4W-0' vEHBOILAR SURCHARGE 5/8 0x10 AB. W/ 2'.2X3/16' 5R STEEL PLATE WASHERS • 4' -0' OE. (DIV. 3 SHEET A -U EXCEPT A5 NOTED ON SHEARaUALL SCHEDULE l' MIN. EMBED. (21.4 BAR • TOP 4 VERT 12' oc, FULL HEIGHT Gf WALL (DIV 3 SHEET A -U •4 VERY. J BAR • 6' oc (01v.3 SHEET A -I) DAMP PROOFING ( Div. l SHT AU 4 HORL BAR • EY oc OVERLAP (MN) (DIV. 3 SHEET A -U TIGHILME (5) •4 BAR CONT. (DIV. 3 SHEET A -I) SEE DETAIL 9/P8.0 FOR FOOTING DRAM CONSTRICTION (DIV. 2 SHEET A -I) 501.ID SUBSTRATE 4' C.C. 5LAB OVER 4' ROCK OVER VAPOR BARRIOR 5/8'4•10' AB_ WV 250 X3/16' 5R STEEL PLATE WASH` 0 •.4' -0' 0.C. . (DIV_ 3 SHEET 4- A -U EXCEPT A5 NOTED ON 9EARUALL SCHEDULE l' MN EMBED_ (27 4 BAR a TOP e vBRT.BAR(5' -0' U' oc (DN.3 SHEET A -U vERT.J BAR GR60. 6' oc �^ (DN. a SHEET A -U DAMP FRC/C MG ( Div 7 5141 AU •4 HORL BAR •8 oc 1' -6' OVERLAP (MPU MI, 3 SHEET A -U TIGHT0ME 03300 HORL BAR 3'- O'•U• (Div.3 SHEET A -U SEE DETAIL 9/PSID FOR ROOTING ORAN CONSTRICTION (DN. 2 SHEET A -I) (6) 4 BAR CONY (DN.3 SHEET A -I) 501 SUBSTRATE CGNO SLAB OVER 0 ROCK OVER VAPOR BARRIOR 5/80x10' AB- W/ 2'.253/16' - S. STEEL PLATE M.D. • 4'-0 0' OL. (DIV.3 SHEET A -U EXCEPT AS NOTED OJ SHEA HALL SCHEDULE l' MN EMBED. (2) •4 BAR • TOP •4 VERY. BAR • 10' oc, FULL HEIGHT OF WALL (DIV.3 SHEET A -I) 5 VERT. J BAR CRIDO• ' (Div.3 SHEET A -U HORL BAR • 8' oc (DN. 3 SHEET A -U DAMP PROOFING (DN.l SHT Al, •4 NORL 3'- O' BAR •10'oc (DIV. 3 SHEET A -I) (1)•4 BAR CONT. (DN. 3. SHEET A -I) SOLID SUBSTRATE 0 CONC. SLAB OVER 0 ROCK OVER VAPOR BARRIOR NOTE FOOT. DOES NOT SLIDE M THIS CONDIUCK FOOTING SPANS HORIZONTALLY. TOP OF SLAB „ T O P G P BAR 4_ 0 10' NTS ®0330 0-07 FOUNDATION DETAIL 3/4 =f-0' 03300-08 DOES NOT SLIDE N 7145 FOOT.* SPANS 12'0x10' AB_ W/ TX2 X33(16' SR STEEL PLATE WASHERS . 4' -0` O.C. (DIV.3 SHEET AA./ EXCEPT AS NOTED ON SHEARUNJ_. SCHEDULE T MN EMBED_ (2)•4 BAR a TOP •4 NOW_ BAR 3 RE COR OVERLAP (DN_ 3 SHEET A-U •4 VERY. J BAR 16' 0L- ALTER•ATE BENDS (DIV 3 SHEET A -U TICi4TLNE DAPIPPROGFNG (0001 SHEET A-D SEE DETAIL 9/0810 FOR FOOT. DRAIN CONSTRUCTION (DIv_ 2 SHEET AA) SOLID SUBSTRATE (3).4 BAR CONT. (DN_ 3 SHEET A-11 25053/16' S.. STEEL PLATE OC. (DIV. 3 SHEET A-U AS NOTED CH SHEARUA.L SCHEDULE EMBED_ (2) 4 BAR • TOP •4 HORL BAR 10' OL I-6' CORER OVERLAP (DIV 3 SHEET A -I) •4 VERT. J BAR I6' OL, ALTERNATE BENDS (DIV. 3 SHEET A -U TIGHTLME ING (DIV 7 SHEET A-U ID FOR FOOTING ON (DIV 2 SHEET A -1) 5/5'4•10' AB. W/ 54000 A6' SD. STEEL PLATE WASHERS • 0-0' OL. (DIV. 3 SHEET A -U EXCEPT A5 NOTED CN SHEARWALL SCHEDULE T MN EMBED_ (2) •4 BAR • TOP •4 VERY. BAR • K' a. RAJ_ HEIGHT OF WALL (DN.3 SHEET A -I) •4 VERY. J 8AR98'oc (DIV. 3 SHEET A -U. 4 HORL BARa10'oc (DIV. 3 SHEET A -U DAMPPROOFMG ( Div 1514T AU TIGHTLME C5) *4 BAR CONT. (2) AT TOE (DIV. 3 SHEET A -U SOLID SUBSTRATE SEE DETAIL 5,80 FOR FOOTING DRAM CONSTRICTION (DIV. 2 SHEET A -I) TOP OF BAR Fl ISHED GRAD 3/4'.1-Cr I' -6' 10' FO DE (8) • - CONY. (DM 3 A -U SOLID -TE SEE DETAIL - FOR FOOTNG DRAM . TRUCTION (DIV_ 2 SHEET A -U F INISHED GRADE VEHICULAR SURCHARGE UNDATION DETAIL /4' =f-0' (3) (DIV'. SOLID 5EE DETAIL FOR FOOTING DRAM .. TRJCTION (DIV.2 SHEET A -U JOB N•.: 5/80•10' AB. W/ 2'X2703 5D. STEEL PLATE WASH OL. (DIY. 3 SHEET EXCEPT AS NOTED ON SH SCHEDULE l' OP 4 VERT. BAR • U• OC, FULL HEIGHT OF WALL (D1,3 SHEET A -U •4 VERT. J BAR •6' oc (DIV. 3 SHEET A -U 8 4 NOR. BAR •10'oc (DIV 3 SHEET A -I) •4 HOP, BAR 3' -0' • I oc (DIV. 3 SHEET A -U BAR GMT. OE 03300 -03 03 DAMP PROOFING [ Div l SHT Al) TIGHTLME O O CO O) w w _►- 0 ET I CO L. P8.O w C0 w w cc 'cc SOUTNGATE PARK B'tt"S /L Ff4 s r7O4 5IY4L E SEED 4/I/1 AL£f XXl,. ^ 'f4$'s'S ea4i =7 IS .3'[i' A A.Ar" ,b^ "eg. iBS /.B ?%.'.. r't;tL �.7r�` P, -".,; 'Sr -mgr ?r?'A1: P"' .#7? ,A.c�.3x Yit.lit a CYr at:N CART -t ,4 Q CC` 9 P,Cr:' SYQl i 4 (r«N T6,}, CAP OTtEPS AS t2 L' BY TIC or, NiASAA MAVIS .47P.?s AS CA77A[ '7?PfYA LA/22£G(,i RnL% GA'M'Y CRAB (MALAW AkY PAGYA,I A,t.0 "Oar Lc 7JAlT i•THR V e.46.4.) � ft7E3 /,A4A c IUk17;'E4 f "R1LY,Y0 PEPV 47FC Piet 2C CL GT)44S.. £.Y RGCr Y ( \ p \ caw (s ACCT 'T Pxa reT 10 1, " swaca�Ew I / ft) nu ® 1y; P s'� a�aaet \ _O r' i1',R7 4.m iAC'k Ewli��� *CRAW A70GY0 PERFCWATED PIPE 101 T E7Ma<•' A ACCESS RC440 AC£ CCwrTrtX. .41RRI !3v0 if& AELC Ib7A1N/NG ROC TRACT £ AVM L'A7CY{. ezvN NOT£' AS BUILT INFORMATION PS AS (>F 930/99. 'ded'< tw E WS AND OrRAlN/l ACCESS LIDS /N P J EMEMT .474 V A h'I ELEVATYO/VS 41,4Yl CE/ANOE A/-IEX HAW Lk ' SPfr'AL T PA t MLWT HAS BEEN APPLIED. eiLi OPYlJfE'- fl' (1AwTav NOTE THE FOLLOIYTNC cgs ARE ACCESS OR ,JNCl/LIN STRUCTURES, NOT INLETS, AND HAVE SOLO CORERS' 5 1 18A, /58 244 2$ 29A, ,3r; 40, 404. 42 46. CA: ; q 545 /N DATA (wa%' ex a r 8 i�ilX PACE OFFSET S Arm 70 FACE OF COR8 MSfRE afilg5 ARE IT) --QYd,... hYA/EZEY (fRPT 1 222. /N J8 219.:3 ( F78.. ; 1/ 6 2 X21848 21548 (BN J 27200 21d 67 (B 2 ! , 6''',1":„. 4 045 2 (. 8 I is !'' r ,:2,2' 8::8,8:777.55:3 8 22 (E i� ✓WJ '..'8.02 6 18369 /862g(/2 7 174.77 7f r 77 2 , 7 6c ! I 8 174 4J 7271:::,(1.81'5,1272_52- 7 1 4C' (8 © 17463 17117 (8 I FO I88.96 7 18354 t J I ' 71 780 10 775 75 f75.w� 72 I.t7S JO 7754 t )Z5 J .2'h+� /5f3'/ 1J 188 J8 784 4 72 + ,'4 '78020 170 8 (T2 1.'E,' 777 71 J t2 i ;;'t1.3 t S 1 /761 170.. %.`2 h +JS ;1 fl E,,t 1 77455 1 c 8 SF 1 17497 77 r4 ' ^ lcr W Ect rf 0'„ R'E 678 f 6 �- 78" 1 75 f 4 B , 6 ij5 0 160 65 f35 W.v Nt E 1 8 17E '324 12 i' 4 ' .8 / „�- , 21(TYP 1.P, 74 12:.? 12 cty . 1:, '# r _ 2� 60 i .> r?2 +' _d' T6 ,'. 14 15255 '. r%;�' 25 6. 74 26 r Ss y , 2.r�, '''-Vy' 29::::::„1: i 14922 77 r .J fdEY 144 61 -t _ 1 363. i'' J fT 3 ?45:0,6 "I A!,Es 1' .$' N 142, 5J ,G 4 _ 1.44 07 S. ,37TH .STREET NNED RESIOENT1 AL, DEVELOPMEN FOSTERVIE ESTATE DUJARDIN .: DEVELOPMENT COMPAN`; kro P EyAE En.ERFfi aKU�C- ',ay.'SIC ' 264 4 � 8 0 IFTYAIE .EVER ES!, ADXSIRKN .9AO Rae 073/1YEA9VISVI Y uf s ne I 11/Z/7,91 , mu - -mPPAF, � 1 ` 1,617 3C �� SPEC /T7CAPONS ALL AMY SMALL BE IV COAFLIAYANCE MVE77f I DOT MP") STANDARD PLANS AA+D .SPECIRCA77ONS I RLL44 BliW7G AND 44411CIPAL 412X57RUCI7C44 Cf7Y LA' 7AVILA IC IOCRYS SURER CONS'IN!/C77CW AND D_' LOPMENT STANDARDS• AND YAL AC SCHER D/57R 7 STANDARD SPE MA77OYKS MANKLKES SHALL BE 08 -tNaf A'AAEIE? ''7) 1 MIN:ECE/VTRIC COWES IJME 6N#XVIZIN / 1 J/T a 77/E RLSER ABOIE 777E caw SMALL BE 24 R/C1/ES /NCLUD/i%' FRAM' ASV COPIER BASE SECTICW SMALL C2a'VTAIN A PREFAERIC41 CONCRE7E GYANVfz !Oy4795P (YAM' S7/R'ORTED PLASTIC LINER BY cv LINER L 7 OR EOLLA1- ALL MAN' 13 SMALL. BE" WAM ZED TO THE CROW' OF INF 51169K 777E /NifRT Q'- DIE OUTLET SERER SMALL BE A A6 %'1.V4f or a 1 fEET BROM , THE /NCLif /1 6Yl r EZ2'f%AR YTS ALL NA/WALES SMALL HA PE LADDERS AND 5.4117Y S7EPS $ 71ER PIPE SHALL BE P(; AS711 D - ,X434 SOLE 35 NOTE AS -BU /LT /NFORMAIION IS AS OF 9/3O/99. MANHOLE L /DS IN PA11EMENT ARE IN A7P. R/M ELEL/A770/VS MAY CHANCE AFTER f1NAL LAYER OF ASPHALT RAYEMENT HAS' BEEN APPLIED. \ v , / . \ \ \ \ . \ \\ X Ate . 2021 5 N !I 1 'FY SA RE 2ii.i E! 0' ' 5' J1.'LI7Y ASEMENT \ \ 4 R/W _ 5 ,1 Z. - \STffrET �5 117 f S 0,117 PARf2 27 7 I 28 I 4 21 'b� i7h`aT MIEN 1 5 F77/YA SERER 1 �1 (' RAWAGE IE £S4I7 I 31 8,0 32 Oft9Z IfLa 3 355' 1 +5 34 2 5 1' 8 �o I b m 29 30 / 7 7 1t [I3 4t. r i NV D2000 -270 \ 7 TRACT "A "f 15 c, ! 17' 6H 10 afat7 orACT 6DYJ .rlr\ 1 _� \ 1/07E: SEE S]Y73' 0-15 & C -16 FOR ,1 1'7L53' 16 20 17 L/T GRAPHIC SCALE 0 ZI0 40 CODE OF EX. ASPHAL T \. (ABANDONED) \\ \\ \ \! 11 \•• 19 i / ' lmACrmrs TRACT 78_ - // EASEV.9/7 S7 WALOP CC,SE 35 fmo 1 r 36 / " 37 I' 38 ' 39 40 3 W I Is \ i 11 ' P /PE DATA j MN NO //IH NO 5/ OP( 1 .0 Rai LE/ /V% FEE% 1 2 9 559 2 EX 7271X 3 4 6517 4 5 1.947 5 6 7 737. 6 7 2.517 7 77. 70307 8 1 70357 79 9 5 841 9 10 5.351 70 71 71989, 77 >2 74.251 72 73 5557 1 3 74 5297 14 75 7241 75 78 75 207 15 77 5 459 7 15 2241 78 EX 14.469 20 79 75 137 CO (107 33) 7559. WA 7ER COURSE t \ � 1 1 \ ,/% �'WA TER CO'1.45E MANHOLE DATA — / 137Th STREET EXj SAJ.701110 -33 EX SAN MY /70-32 RE 74,55 • 27 /E 1414 ( 74 3 (7" _l 'DE ,y EX AsFHAZT 20 FOSTERVIEW " ESTATES DUJARDIN in DEVELOPMENT CtMPANY FLIEGSE ENTERPRSE Mail. PRO.: 334 -5018 SEA,1 PHONIE: '43 -6540 7 17692 2 765 99 3 19 4 5 17 09 7729 7' 19 5 17758 5963 759.53 7 4 45595 6572 8 77993 8725 9 17&777 17542 85-0 79 0 '722? 73 74 76 77 745. /8 125.90 756 09 '., .16569 tat 470 - 3 . 77..59 75977 75935 r87 47 77304 :727 i.ez 72 6'.42 759.22 FC&MH7,1 �, T.22 • /15 10) 75672 , '00 , 71! 74790 14745 74295 '4255 3548 735 90 f FA, F 17,2 1 45 73 ':547 73532 '755 11695 77555 ROu 17(H 20 .17754 • .4 81 15Z55 58 - -5 EXPIRES 3-15-00 1 I 1 tj RECEIVED H CITY Of TUKWILA PLANNED RESIDENTIAL DEVELOPMENT ' y AUG 1 6OO�, SOUTHGATE PARK -AZNSTOVE WALL ! j \ EX SAN MN 4,70- i1 ' EX ROCKERY \ E. t 42 /E 10090 48 (B' /N 40 ' -V /E 7JLt24 (8" OUT Nf EX 7/701 WALL \. orav, °''. Amu WATER COURSE A TRACT "8" 1 - 6'x6'E$"(dLlx7;1 1' Lr' SATE MALIERMARf , - .?*stir mar nut cavarar smog' STANDARD NOTES 1. APPRMTMATE LXAAONS OF E•67STIVG U72/71ES //Atf BEEN OBTAMf'D 17i194/ AMIABLE IPWCW:05 AAV ARE SYVMM FAR GLWIEIHENCE IRE" CCIV1PAC/ Y SYtALL RESPONSE/LE Fa? If7P1!'7CARON or LCCAI.CW svoliw AA'O FA? .0450 ERY OF POSSIME AAGVTJCWift a72/ms Nor SYR7MM .w AS 70.41420 DAMAGE AR LV67U4BA CL 17W CONTRACTOR -SMALL CONTACT D* u1 /,AES OVIADFORMWO LLCAAGW CENTER (1-8V0-424-55551 PRA7R 7D MM57RL CTION 77W aM ASP 'D R 1AS R59FIESENTAF l4' WALL BE COVDACJID A'' A I/MIIY MAR/CT EXISTS 2 CONTRACTOR SHALL NOTIFY Li(57R/CT E . MER A MAMMY OF 419 h4 PS AV AOYAACE OF ALL M4NE57Y FOR STAAAkn TE571N4 OR AVSPECTICYA T COW1RACTZW /S ifi BLE" FOR COVIROL AT ME OIL SWING 4 CWV1RAC74? . '4LL FLOWN N SWF /ARAMM2S F4aW AR 3W AL MERE IMOURED BY pc LETAA! SPECMICARONS AA9 FOR YARL47XIV FROM 77E .04211,12723• A'SMI 5 CYAVIRAC7LIR SY/ALL 'TALL EA%A%ENT AV ACCOPDAA4'F M711 MANI/FACRA4EV5 AApVS AD #?3 SPECIFICADON5 AAO art 11'" RAi'A[A STAADA. & CCWTRACTOR SHALL FIRMS All MATERIALS ▪ ALL N'r47ZMIAW PIPE SVALL B( DUCTILE EON CLASS 52 /' q AN ..TNT CM AECHAN AL .AMT, CEMENT-LAVED MASI A244,1 £'72184? LViA)ED MTh' MAL TAR 6LUBH3JiC AsraiLA1KYV TO at AN ALiCGWDAACE MITI MAA7/FACTLMERS" RECCAMADIVA1XWS ALL FIT/MS SWWALL BE MST AWN AA71 MALL WNW"( M IO APPUCAQ'E PARTICA S' Or ANSI STAR A21.14 A21.11, 0152 0144 AN9 A21.5. MIN A AW4W4/ PRESSOM RAMC OF 150 P9 AAD MQCL & czasvr-iaezi & All CAM MI MS 112 BE NVEZ/_ER. ALL HYARAN1S 10 LC AR ZLUR CIfT IPM t.w llw TAPS 10 BE MADE BY CONTRACTOR W /125 SLPMIN /149/1 ENSAWER AND an- c4' TL4YMLA AK92'C 704 AH1ST 6M NO10710 48 MANS AN ADMVICE 1a CAST Nov MECHANICAL .. avT SZEE6E coma es prA'Af4ED. 11. TAB maws SYfA1L a A/IREZLER CAST Ray . z, EPaXY COATED Sax'. MT RCM AC SST MIN STAIYLESS', STEFZ FZAA 12 OOV1RACTGR /5' RESWASEILE FZAR IERIFYIVC ALL MS7120 APE TYPES AND SIffS FAR coax Nag COMEC11aYS CUT -AVS AA67 UIf TAPS /1 3 1/2 roar #I.N4/li1 c' OIf11 ALL 1241 VAAV APES 14 DEWLOP R TD PAY FZW STA1E COLAWY AAD CITY ASPEClON FZFS 15 ALL AE7ER LGCA7XA'1CS TO BE" C2TMAXNATED MTN MIER tI/STAZ7"125 SAGERAVTEMITEHT Al ALL EVISTING FOE 11WIRANIS AM MAINS 77 BE OPERATIONAL PRIOR TO COMMENCEMI7VT CIS CONSTRUCTION 17. AC7 IZVAACES ARE 70 BE MADE MIDAAUT MITTEN APPI4OYAL BY 7N MO {725 .StPE741NTEAV- ENT 0R'LI S'1RA:'T £HGi81EO4 , AND THE CYTY Cr 7Z .4 AMR' MA4f•S EM t& RO'f77 TIT W "125 caves lYANS' AND STAA4TARDS ANO la THE LY7Y 1Z4YMAA STAM /ID SPECF7CATIMS AM ALL REVAAWAC NOTES AND DETAALS 1B FROM( J /4` S?'JPMGE LAVE AND TAP LLMftECTTO SS FM' EAQY EOSINS MSAIEN AEME1P. 22 MAMMA, ' AUOTM46LE GR7V 7RO O/ SHALL BE 8 FEET. 21. S7OGX PRES . YIALL BE a74fTPED DURNO ALL PERVOS OIL PREM./TA71ON 22 ADD AA17C7LA? CCNPACT7GW AND 114 RE LLIVTRC2 TEST Ji OWED AA47 CLVWS OF 1E3T AL79MRTS StWITED 70 TAE QCS7RICT EMaAE122 A L CCIAPACTION LAVER PA4fD AAV 7 R A F A C ' A R E A S S M A L L BE 9 / . T T AMXARIGMI MAS IY AKC D, PROCTOR Age ASn/ D-1552 ALL OTTER AREAS 727 61' ACT MAR '& AMU? MODOTED AVOCIAP 2.X ALE 1441 144 'AWE HYLMRAN75 AALO .SSV ClcS 'R7 /I " AE7OP STOP 771 BE 41/CLWED AS PART FALL PRESSURE AAD PURITY JESTS NO Deas.noms 24 now CaVIRAL SIMLL BE AN ACCOR AACF MT ' CITY OF TZMYMLA REOLMENOV75 ALL PPE A4W APPIAP1E'W4A4 Y TV BE TESTED 1Tl IVORY 10 FEfT Cr ANY L dfloN PCM17$ awESS 01NERIIISE APPROIfD BY EAVIVE P. 2tX 421/04M THRUSTBCC6C74xv; SHALL BE PROM MD AT ALL LEAMZS VAL LES OR OTHER APPIAVRI 4 c Y WERE BVMDVAL FARES RLLY//4E 1PY'S1RAWT. BIOC?% %7 SHALL BE AN ACWROAAVE TM711 M /125 STANDARDS 22 T7# 7137ANC AAA DIS/NFEC77aV OF 110 MAAIER SSS7EW SHALL EE M)7EESS52 BY MO Am' 1 - LrxrRE(i47x/7,1 f - ear IIiLIEm xA4 1 - 'dr 16iA49S Pero As LL'x 4 1 MORNITASSEM Y(9164'AGM (WAl3 - as IEDL CONCRETE DR/ VC CONCRETE WALL CONCRETF WALK '.. CONCRETE SIEPS. 29 30 - 8: 15- A'1D V x iUJ I CCW4EE 6[L' NORTH, GRAPH /C SCALE dffigt j725 0171,2 12 QM 0L'T 12716' If 10 EX SAE MR ago 7- 6' GAR WILE (fIXARQ i LOCATION NV 02IMECZgV 1471477) t 1 -11 45'6911 (0.14 yf CONMEE MOCI X (ABANDONED) IYATEI� CO•_' SE A79 h - B IESAI'AD(AUx O WEiN120CtA44' 1 - Lrxf TEE t (/x/Z) 7- 6' CAE' maw (FZ xiV) 1 -1 IMMTAISBART (24'RLNf //- COMMIE AtLCA7V \ \ f - e'x L'' DF(AR/x f1,7 \ G1E IgLIE t Z xAC' 1- B' B4$ KIL IE (?z x MNJ 1 - B'%6'eWAeaR 1 - f11 MINT AS RMY(52.1.R g kaWE7ER:A PLANNED RESIDENTIAL DEVELOPMENT :: FOSTERVIEW ESTATES DUJARDIN DEVELOPMENT COMPANY AM N.LE( tE ENTERPRISE EVERETT PHONE: 334 -U1 3 SEATTLE PHONE 7.3 -610 RE=CEIVED CITY OF TUKV:RA AUG 1 6 2000 PERMR CENTER 1111111111111111'11 1111E 11111'11111111111111111111111 Side Elevation 1111'1111111111 IIIIIINIIIIIIII Rear Elevation DUJARDIN DEVELOPMENT CO PLAN 2108 modified FOSTERVIEW ESTATES Patio SITE SPECIFIC FOR LOT 16 32'-0' Lower Floor Plan Main Floor Plan SQUARE FOOTAGE MAIN FLOOR 801 SF UPPER FLOOR 1186 SF UNF. BASEMENT 718 SF TOTAL GARAGE DECK / PATIO 1987 SF 447 SF 39 SF Sr�ciA FOO�lscit iS I-M0 — — 0 TO - Ti-It OUTSIDE FACE OF WALLS. STAIRS ARE COUNTED ONCE CALCULATIONS_ OPEN TO BELOW SPACES AND GARAGES ARE NOT II.ICLUDED N CALCULATIONS. DRAWING INDEX Al. CODE NOTES A21 FOUNDATION & LOWER FLOOR PLAN A2.2 MAIN FLOOR FRAMING A3. MAIN FLOOR PLAN A4. UPPER FLOOR FRAMING A5. UPPER FLOOR PLAN A6. UPPER ROOF FRAMING A7. ELEVATIONS & BUILDING SECTIONS DI. STANDARD DETAILS D2. STANDARD DETAILS Si . LATERAL DETAILS S2. LATERAL DETAILS 53. LATERAL WALL SCHEDULE Unfinished Storage COVER SHEET 0013122 D -270 M. Bdrm. 15'- 4'x12' -3' rm. #2 5'x10'•7' drm. #3 2'•2'x10' -9' Upper Floor Plan UT' QF RECEIVED CITY OF TUKWIIA AUG 1 6 2000 PERMIT CENTER Division 1 GENERAL RECIUIM EMS 01000 GENERAL L This coversYeet has been prepared in a generic .1. form follow, the standards set by the Construction Stadards Insirtule (LZU It is for eta conv.ence of the Contractor/Caner. This oulli e 6 intended to work with a material selection list fellow" . /ME formai N. all items are necessarily req.. to corplele this specific p tact C.d.. moth Contractor/Ch. for complete list , or specifications. With. this eovrshset it will state 'Ordinate with materials Finish selection schDeduk'. 2- These dawmgs are copyrighted. KAFPLER ARCHITECTS PS: teaks all rig.. ameship ant copyright of thls design under to federal copyright. act. Reproductions or Illustration waking drawings in any form is by authorization of KAPPLER ARCHTECTS PS. only. 3. AuQrxized reproduction must bear to Mme of KAPF1ER ARCHITECTS PR 4. Cermtructior✓uwkng ..wines by their very na.e are dagranatic and do not purport to thew all details or conditions of comtruction & esti. generally arise to. architectural /design intent and to construction tednical detailing whin .se dawgs As clarification, Mepreations, and revisions are all part of the construct. process KAPPLER ARCHITECTS PS, theret«e stall marl be liable for any dined- inthreci -or consequential damages as a result of not participating . to wrsvuction process. 5: Do not vary or modify the awl sMurt except with written inthcti. front KAPPLER ARCHITECTS Report discrepancies, ad omission to ...PALER ARCHITECTS PS .ediale, 6: Due to Ue nature of constructlon ant to Wild, process there will be bidder design ant Contractor/Other selection of the building products, components, and asses... lNs set of worth, drawings ms considered a . tandem set' and ices net 01. specifications Wilding materials list Therefore it is the Cc.ract«/Ome resposbtlity to provide ant coordinate epecifieatlans, incudlrg prose 5electbn a..... or assembly KAFPLER ARCHITECTS P.S. assumes no liability or respansbtrrly for dmepancies or conflicts meld, ocav through Contract« /C err spenfied materials a. tek respective roalatian KAM ER ARCHITECTS P.S. assumes no Lability or responbtl.y for any its.. may be called out or refereed to by mamf .. as trend Mme- tars call out are dare so for convenience only. 1. Do not sca. these drawings for critical dimensions. verify all . ions and datmm's ter ore cor ne 1, work and be responsible r« trek acraracry and report epanc. anissias to the architect irnediately Ex The contractor/Omer is responsible for coordmat, work with that or all Vac. b ensue proper ant adequate .terrace of all trade works - The co.rador shall be respasb. for all required safety pecaulias and procedures required b m %Ns mirk t Except as specifically defined otherwise, iderpreat. for all defnfUOrs, abbrevat.s. and srpplemenla1 dMMitions shall folk. accepted referenced stet .. 10. All work oil. this contract shall represent that of industry sone.. For Ue respective trades in th location In uNch to p: cts Wilt ANEOIS Lae 0100T riacE L Provide crawl space access, minimm I13, 24' an:bs...ed access per UBL. 2393. Insulate and weathe -strip per rergy requirements. Al. 5' nei.m space under mood joists arcs IA minimum spa. under wood girders. 7. Provide attic access: minims 27' with 30' wwmm headroom at urobstuct J readily accessib. opening per UBL. section 6051 newwa and weather -strp pr energy requirement. 3. Provide ventilation per U.C. s follows: A) Crawl space ventmati.e minimum ref area shall be not .ss than 1st per 50 si. under floor area. Openings shall be paced as, close to tee core hen s m practical and t provide cross ventilation on at least two appoxl.atehy opposite sides per secti.2393. B) Attic vent lat.t m n.. erne area shall be not less liar 1st per 50 at of attic area or 10. per 300 sr. or attic area if k2 Is in the soffit and In.. least 3 above the plate lire per LB.C. section 6053 and energy regturemmts- 4. Slope all dales, asks, driveways, ant patios away iron Wib, ttrsn IK' per foot 5. GarageM.se . pancy separation: A) Occupancy separation iron garage to house shall be of re resstve construction and be on the garage side, and extent from mud sill to roof ...a11rtg. Tee ceiling Joists, walls, posts and beam s pporti strut ure aF e.11 be covered .h 5/8' type 'a' GOB Wen a Imvg the is above o garage Use 2 ayes of yr type SC Gfl3. trusses and TA's per ..C. 3024 and able l -B. B) Door between garage ad Muse shell be tight Ott., self -dosing so. mood door. 139' thsk per U.C. section 3024(3). 6 Stair assembly: A) Headroom 6' -8' mimun, width 3' -0' m.ws pre US.G section N:Cbb. AL private stairs tread 9' nines , riser 3' va&un. An of r saes tread Ir riser 041.10.01 r UB per 10063. mimi 041.10.01 m Top handrail shell pre 34' minim and 38'taxmen above t. star sst,rn and not less Ulan I IQ' or more than 3 IT from the mall and with returns at each end pre UBL. se.l. 1006.4 D) Install fire blocking at top and bottom of strin3er span and wall along striver par UB.C. section 10821 E) Cover usable space water stair with 5B' type k' GI.. AI jests stall be aped a. seated. Provide (2) layers of 50' type x' 603 at cetGg are thole sae 1. Laundry Ciders h Dabmiter rJarts - provide 5/8' trope k' GOB. 26 gage oheetnetai with lock jots . all openings to chart surfaces shall be self closg sold core door 12B' Firestoppg - as per U3C. 25.. 5mctual design criteria: hese notes are provic.d for convenience a, and do not imply that complete structural analysis has been doe on ...lore A) Tnns Loading: Load Top chord live bad: 25 psi lop chord dead bad: 17 psi (20 psi if Ulel Boltom chard live bad: 5 f ' TOTAL LOAD 42 psi E) Roof live load: 25 psi W Floor live bad: 40 psi D) their ad corridor live load 100 psi E) 7lechanical units: weights provided by manufacturer F' Wd 80 mph etposure $ Rm8 assumed G) Earthquake: 2:one 3 H) Allowable wit pressure: Unless a soils report by a qualified engineer is provided, an foot js ant tomdation. shall be on assiaed 2000 psi bear, caoacrig Jr Equivalent fluid pressure 35 psi 10. Preabi.ted Fireplaces and Solid Fuel burn, Appliances: A) Solid fuel bump a.l.ces include airtight stoves, fireplace stoves - moms.aters /fireplace stoves, facto, Wit repades, and fireplace e.0. and all shell comply with the provisions of aeration 304.1-304.. UMC B) Meiai chimneys shall be enclosed above to story in With to appliance served is located, in walls hav, ore hour fee rs stance rat,, and with a space on all sides betmeai thane, and enclosing walls sure lent f« ea... and repair for enure wmney. Walls shall be wNwut open., per WML. 8141 8144. C) Provide firestopp, at chimney pr UBL. section 19321 DI Install metal fireplace with hearth ad surourek pre ua %errs spr"..atlon. E/ Prefabricated fir.laces, .meys -ad related cOmpamts to bear UL. or Ic60 seal or approval ad be installed pr renufactur s requ'mesnerts F) The hearth shall extend at least K' m trod of and B to each side of tee fireplace opening w.n the opening is smaller than 6 sf. It Ue opening is b at_ a larger, lee heats shall extend 30' 6 front and O to each side,, UBL. 399.7 IL Masonry Fireplaces: d) Masory !Septa. eta II be designed ad c.stiocted to comply.iih UDC. section 392.1. 3) Chimney termination: chimney t extend "xfin -0 e a me of 2' above any point of the Widg within 10•-0• of to eHa } Ch.. to have reinforced sad - cement mortar cap sloped to shod water, or .sorry store or concrete cap with sand comet pargg to 4th water. Parsing to be min 3/4' Wok WNre maso, stone. concrete cap Is used, chimney is to be reinforced with 92).2 bas as bad beam as ahwn Provide VT mesh screen spark arrestor at flue term... type G) Chlmey D) Flesh, flash and &we k. with sin 26 ga. galvan.d sheet metal a egai E ly)e E) drxage - Anchorage .11 be povfded at all ce knee and floors mwr e;th en 6' -0' above grade, except aim !..meted em:e, within the ex r. malls of the buikt,I anda to be 0) 3. x r steel.straps cast at least Q' i to. chin ey, who an 52 degree bend with a 6' extension around the': vernal reinforcing liars on the oulatace or Ue cher, each strap . to be sewed to the structual ham, of the Wilding with (2) VY bolls per strap- WNr J e s. are parallel b to d'°'ey soaps aria io be adored to 7.4 aossli...c■ec(g at least 4 joists ad seared with (2)164 Mils earn joist tgoek 01002 M.ELLANEOUS ASSEMBLY REOIIREMENTS (cony) F) clearances: Rohde I' clearance beimem masonry replace or .they and cwbusible framing Wen on exterior mall NT Wren man rich b g.bl Provide 2' clearance between masonry rrepace or theme, from cwiwlb. frao.g Wen mommy within the bulldNg structva Cl ombustlbe salami stall be n. 6' clear ham replace opal,. No such lateral within B' of iFie open, stall project :more than V8' for each r of clearance from the opening Provide mineral mood frestcpping at all separations between frepthce and .orxifrs,. wan header to be min 21' above freplace ape., for replace belt flesh who Ue mall. increase header height 6' for every 4' of masonry poled. Mo the room G) Sac. Chants - Smoker clenbr to be contracted of clay prodca. nth rani. th.kness as fol.: hale mall 6', side malls - 8', front mall - 8' H) Daps - Damper to be tigd fitting, operable Mth a ready aces. mrmal or an approved a.m. car. Deeper NI, opened star have free free equal ip or greater then the required mkamn flue aloe D I combust.e (Intel typical J7 Hearth and Extension . (bath to be brick steer, «mare, or other approved nom- caib»lbb eater..; or re -Mated to carry its own neieht and an 1.0ed bads Hearth ewe ester. beyond fireplace as fol., Operiq 0 , sat. N to 5... sq. R 16',. homy 8' each side Cp., b, n. es large... m froth. Q ea... Conc, heath and exlers.s to be.nrorced w..4 ban • 6' oG each waxy Ream stem or pre -cast concrete hearth and exanslors to be supported by 3Y3./.. angel • 24' oG Provide andorage to floor hamrg as noted above grade Hearth to be dstn?nsteb. from adjacent floor, material K) firebox LI CwfMtton- Ale povaee an outskle source for oat.. ark. sq In. nh duct sm.. with eprab. deeper, outlet b be located hale. the firebox in the front M) Foudetbn Fordalion malls men 8'hick I. Foot, to be Ms V thi k and extend .egad fireplace salt, m-M«ced mtth 4 Fars at S OG each way, and beaming on rem ....le soil 3. Splice footing bas to v 1.1 dime, re- enforcsent per chapters 19 and 31 01060 fECALATORY RECUIREPENIS 1 All rarairuct. shall codc,m to to0591.f.w 13.0, Code N113.C) and be. accordance Nth all State Las and Regulations ad vabun codes imposed by .0.thstionel recpeemmerds and local..rit.s. 2 Arrange Inspection that are madato, the to le..l.II requirements. .,. ea. err a5._3 e.t:••. L Provide Teo,. Faciltt. including electricity mater, terpaary toilet, per 2 e eaar co Controls - .eudeg erosion t and surface satcontrol elrol nd erar aepert deg canatruclien per jurisdictional requirements. END DMSHCN I Dimsi.2 02200 EAR... Part 3 - Execution 2 Raugn grade 3: 4' bale inch "� others. specified 3 Erravatem backfihrg ad compacting for struchres as needed. a. Euavafon, ...tilling ant compact, for pivemet .r>a..ed' 5- Haul, and disposal of excavated meter. needed. 6. Ieporrg of real as reed. 1 Rock removal 0 needed 02500 PAVING AND 5.1.BACI. Part 2_Proc. L Walk road and park', paving: A Asphalt 2 dies B- over 3' crushed rock or r AM.' B. Cmaim rock 5B' mew. Cordele par Division 3: L Flush and cola: Coordinate Nth valeta. finish selclks sdedu. 2. U,W Paves L Coordinate mnh materials relish sale lion sdedule 3. Pavement mark,: 1 Coordinate with materials f.bh selection schedule_ 02100 .SRIIaGF. AND DRAiers Part2 -Prot.. 1 adodasage system A Fou.albn daeage 4' ADS perforated pipe ewer,. 1 Sloe sewage systems: A Exterior wtdases gales, ad fr.. Cocrdrete wnh oetrals fn.h section schedut B Culverts: L Ccerdrate with materials finish selection schedule. G Drain pp. 4' ADS n.- ,teated tight aim 3 asnitay sewage system. Sewage collect.% f 8' PVC We. cast eon is noted B Septic cysts: Pr dawns of biddy designer. Pat 3 - Exeo.on 1 Sberaeag¢ system slope to derin and surwd M men da.kg material pry detaie. 07500 STE IMPROVEMENTS Part 2 - Product krtgat. system Bider design L Coordmaa with matrab fish se .cuon sdedu. 2. Ferrer and gates: L Coordile nth materials fm. selector sc... 02.. LANDSCAPE* Part 2 - ROdxcl 3..er Design END DINSION 2 Div.kn 3 CONCRETE 03100 CONCRETE FORTOCRK Part 3- Exec.. I Fare. and brad, for structural cast -in place concrete sail be by ...rector and meet to reduteaelne of (ha drawings and .duet, sadards. 2. All fon . shall . placed in etch, a name as to allow caet•. pace concrete to. paced on solid sdnlate ad to allow structural support seaters to sit below the frost tin. 0akV_ COL'fEIE RE.FORCOG Fart 2 - Product ReMac, steel: Defamed bar saes ad lo.ti.s per plans ad derails. Grade 40 -Fy • 4001 2- Welded wee fabric: at location per plans ad details: 6., WL4x14UWF- P. 3 - Exeunt. L A msmmn lap for all bars shell be 1' -6' or 30 d..ers, vlede✓er i5 larger. Provide toner ban to satch horizontal reiaaces.. Minima coverage per .ails and WC Darter 03250 CO1CfETE ACCESSORES Part 2 - product 1 Anther bolt- Vlex 0 unless Deem ice noted on drawings. 2. Expansion and contract. JoMS: V)' a..lt Impregnated fah as located per etags and detai.: 3. Oashen :'. 2,2k3M', steel pale satners. Pat 3 - Execution L Arc. bon at 6' -0' max a- O from corm ad jots, max embedment mkt l', 2 bolts per ace of mood 03300 CAST -N -PLACE CONCRETE Pad 2 Product L 5lnwctural cartons 5 safa Fc' • 7000 psi at 7B days. 2 Alee fhilural concrete. f exposed d99rgat¢ finish (washed), 5 sack nix Fc' • 2000 psi M 28 days, with 3/8' rota aggregate. A All .nc.e shall have water redrirg adnixws extern nor footings B-. Air eitrtaiment shall be 5 -8 %. all concrete exposed to weather. C. L Co or d i n at e with malaria. f.h select....Ie. Pan 3- :Execution Division 4 MASONRY Pan 7 - Product L Tece'V sonar with integral maleprof P.3 - Exeunt. 04E0 MASONRY ACCESSORIE`v Part 7 - Product L Anchors and Ties: I' wide 72 gage corrugaad steel strip, ran- corrosive. 7. bM reinforce.. standard ladder ty)e 9 swage wire WO less than wall thickness: Pad 3 - Execution L Per BC Chapter 21 042001.6117 0450NRS Pad 2 - Pro.. L Bran masonry A Exterior location: namemfg: L Coordsaa with materials finish selection schedule B_ Interior locations: Mmemfg: L Coordinate mi. materials finish selection schedule. c. Pavra/plenters: rememfg: eoeron ate with materials finch selection achadde. 2. Con.. masa, wits: grade N -I C1111 unless othmMSe Indicated sizes per drawings. Special L Co... with sates. fish selection schedule. 3- Glass sewn, ails: (grass blot) :. A Exterior ' a l i as: Mmet Ccordale with satmab fish eeleclion echadde B Mer.r locations, Mmemfg: L CoordMte with materials fish selection schedule 04400 SIGNE Part 2 -Prod. L . As shorn do.0gs. A Exterior location: Mmemfg L Coo... with internals fish selection schedule B. Interior Neat.. name., L Co«dwte mi. mate.. finish selection sc..le. Park Execution L Store venter: A See Erik Yeper. END DMSION4 DMVON 5 METALS 05500 FETAL FABRICATION Part 2 -Product L Wrcsails and gMrdath Roe.. in sizes END DIV..5 Dmveion 6 009D AND F.STCS: 06100 R&E.4 CARPENTRY 06200 FWa-W CARPENTRY Part 2 - Product elaborate ' A Coordale wdh materials frisk selection Gded. Z. rnllmark and cases: A Coordinate wah materials fn. se... schs.. A ...Me gA, materials ferwitseaedtbn schedule. 4. Stair adhe.tatl by'. A. Coordinate 'mah mate.. fYmsh selection sded. B. See dr.. 0100lb exec .see bfy rm'{iriemenls. 5. Boo.ases ad 0116. shehso A Coo... fah morals fu:sh selleabn schedule. Plastic Ian.te and sofd en...fetal A Coadmate....Mk. Mash sec.. sdech. Bb DIVISION b' Division T THERMAL AND MOISTIIE PROTEST.. 0160 DAMPROOE1. Part l - Product L ayed -on asphalt emulsion L One (Ucoat per IBC 14024 Appendix EIS 01190 VAPOR AND AIR RETARDER Part 2 - Proc.& L Ground cover - 6 wit pd4phtmyMmz blame 7 Huikfrg wrap: rte the 'TYPICAL 9RDf1G MATERIALS' Wet. Ux drawings. Part 3- Excat. L See CNN n, elegy requirements_ 07100 WEILATICN Part l - Roder L Fbereidsa or mine. mood bane.. hisalmoot ad extruded,lptyae: A Olen L See. TTPICA- 9AD. HATEpAS'Est en the dogs_ B. Cetl.g L See the TYPICAL 9AD[YattATERLYS'@H. the dwgs- e- Fbcr: L See. the TYPICAL HRDNGMATERIALS Est. the dugs. Pat 3 Execution L. Brick and veneer: A Brick veneer shall be se:ported . footing, foundation, or other non-combustible supra, U shag have 6r telt back, and tea at I per each 2 at. of veneer. Provide e.th ark space betwee, verve, ant backing, and approved flash, at bate of venmer, and 3B' rand meepholes at 32' oG at the base of veneer extend"g rron the air space to the e2lrbr. veneer shall s...rt no load other than i. our weight and the vetcal dead lead of vernier above- ' Per BC Chapter 2L Cpncrele massy una (011) A Comore mason, 0) malls shall be constructed to conform 0 AST1 C90. I1 shall be aid mp, reinforced, and as show 0 dawn gs .0550 TOTAL FASTENNGS Part 2 - Product L Bola: Use toes and shapes per dugs, or as reed for intended purposes.. locations as sham per b9. Pan 2 - Product 1 Framig Luvbr- Framing Faber shall be marked conformance 0 the Ulna.. standard gra_g) uts 0. west cast lurbr no. K, ales( edn. AI Koh d) ed ni nms 0%. A .loose ar rafters. (2x6 aid la iHS-Fv 2 « betty. a Beam ad strk,er, (0 and lager) Doug -Fir 2 or .ter. G Post and tmbrn Doug -Fr S. D. Stick, pates, and mmc uga tram, Nan- Fir/Dog standard. E. T.11. and s.roam, Pe'sarufa.rr. F. Glue amkatri tither: L S.ple spas 24F V5 DFMNI N 1 Co... or cmuilevr: 24F VB DF/DF G. All other Odor: Ha-Fir Standard or betty. Pkpood/.fe led sired board (O580 APA graded L .11...hi : see TTPICAL BDILDN. MATERIALS list on the lags. J. h0} 0 see TYPICAL BUILDING MATERIALS LIST'. the dg. K Other: As noted ..amnngs. 7. Particle Board APA graded A Udrayeent Floor, 50 NO. 2. Sheet verge: 1/4' MOH) see division 3. Cabinet surfaces 3/4' MOW 3- Trusses: A Preabricated connector pale wood ro0 trusses shall be. designed and ste n,. by tea namfactvy . accanda0 with t. 'design for metal pate connected mood trusses'- Design damkgs and details to lam available upon request. B. 5. 'Roof Framing N0en' on drawings. C. Roof design- leyoul, loading. and Piecing shall be 69 maruractuer D. F. alteration of truss must ..signed by manufacturer. 4. Fasteners and .. sive.: All re. stall be common wire of sec for Intended purpose Per IBC able 23-11-13-Attach Mr, joist to tusk: headers and beams with S:ps.i v' hangers series or egal natal 0 suit Mended purpose. Smpson hardware al Deer bcat0ns 0 outlined per drzwimgs. Bolt heads, ens, ad cut washes per Division 5 5. Post to sat 0. .go correction Provide Assure treated post ad positive c0re0l0 to fool, per tWC. Part 3 -. Execution L the ...ling will apply unless eh.wn on drawings- All mood framing d0Ai. s0ll be constructed to the inn stadads in to (180. All framing shell conform to ter: recuirements of Chapter 23 of etc BC. M"mvrwi Mil, droll cod. to able 23-1-0 0 (OC- Height and spec, a 0.4 atoll coo,. to table )3 -I -R -3 0. the UBC D. Foundation Per.ter R -10 2. Insulating foam A taclerd sea. Nest Part 3 - Execution L Sere drrision n. eerg retpiset 07300 ROLFkG MelOgAL Pan 2 - Product L Sh,IS and roof, tiler A See the TYPICAL 9MD9611 .4TERLYS Wet. the drawings 2- Meebrae roofing A_ 3-p, to .piled. Part 3- Exec.. L Install per Ir.facure's redCmedaiann and Chapter 6 of the IBC. 0 00 51DEG MATERIAL Part - Product 1 Sid,: A See the TYPICAL EVRDIY MATERIALS' fd. an etc dazgs- 2. Trm: A See thne • YF(CAL'cIO.DWYz MATEpAS' fist. the daek 3. Soffit, A See tee TYPICAL EIN. DNP MATERALS' Fl. UP dremi gs- 4. Other: A Seethe TTPICAL BINDING MATEREALri fat . UDS da�gs. Pan 3 - Execution L Install perm ethactrrds recasrdation ad Chapter 5 or to MC_ 01600 F LASHMGAte SF FETA Part 2 - Product L Gaugegdlvanieed,pre.hed Part 3- Exeeti. L Install pre chapter 14 and 5 of Re OW_ 07100 ROOFED SPECIALTIES Part 2 - Product L vents: A Ridge vent mannecttred lag L coordinate with eater. not. sehtknsc... B. Mshroom vent. manufactured tx, L Coordr .palmated. Hoch select+. sdribe 2- Goiter,'. 4 Continuo. span peceeted L Style K pros. 2. Col.: Match fascia A 03 rectangular alum. percolated= L Color: Match fasces < ern 0 TO to l dra. system 01600 SKYLIGHTS Part 2 -Pod.. I. Skylights to conform w.U. 5..2495 7. Maufact rer 4 Coo... with mateNak fe.h.ection sdedAe 0$900 SEALogs amp 0..40 Part 2 - Products L Gawking A . 51yee buldda. c0ukeig 06R) L Color, Ma. std, END DWISION l Division DOORS AND UNDO. 08200 N00. DOORS (Lauer Le., Man Level Lipper LeOD Part 2.- Products L Panel mood doors:. A Coordite wahmaterals fwh sektaon sdedulet 2. Flush mood doors. A Coordinate mi h mats. fetish select:, sdedute 3-. Stile and reel( store cloak A Coordinate .Aaleials F.. se... sdedrle. 4. Patio door: 4 Co«dmete nth sates. fh.h se... sdedae. Other: A Coordinate with materials inch select. so.. 06300 SPECIALTY DOORS Part 2 - Products: Sr"' gr ass t o r: Coordinate with matsls rile seleclon sdedble 2. Garage door: loth materials (see dtvidivision A Coordinate le mat rich selection sddb. 0.00 WOODNINI L WIDat. Part 1 - Products Note: Egress - A Every sleepug room shall have at least one operable 00om o.h a mere clear op., 0 5-1 a. Ths open, h iel sin be 24• Mnmtq mKWh of 2PY mmlaw. with a Fn.. sets .ig,t not rare tar, .ova the floor, per tlEa. section 318 B. Safety glaze per 100 Chapter 24 a See plan for egress and operation 2: Manufactured by: A Colon t Goad to with materials inch, selection...Ie. B. Sty.: i Coordinate with materials fin.h select. schedule. D2000 -270 Pan 2 _ Products : L Type A Codrdin malyab r ieh selects.. to20 2. i.0ip A 0000.00 (((matelab rich 00ctice s4200) 3. i.e..: esro A Coordinate with natelals nmsnselect. xkfclul. Oe800 GLA2I Part 2 - Products L Gass thickness to be detern.ri bn size and w2d loadng per IBC Table Chapter 34. 2 Sanely gaze per USC Chapter 24. 3- Mirrors to . sobered 1/4' float pate glees. EN) DIV..8 Division 9 FPa5HE5 0250 GYP" t.LLBOARD Pan 7- Produce 1 Wall: Sae the TYPICAL WILDING MATERIALS' list . the erawi,s. A Fin. L Coordinate wih Contract« /clear malaria l selection - 2. C .,g: Sea the TYPICAL BUILD. MATERIALS' Isar on the draws. A Fide L Co.dmate with mates. fleh select. schedule 3_ Code required bean A Igoe 'N. Gee as required. I See .0. 01002 mist. asses., recpkeuann B. Waterproof GLUE as req. at met or clasp locations perUBOsec2512 4_ We derboad or &roc at all the locations (tIONJ 5 Meal comr b.d prat. Coordhate nateleb (Mah selects. sdadule- Part 3- Execul. Apply as requir& n UDC. Cepto 0 and Table 790 and 2511 Wit or screw in place, per 03EE39 TILE Part I - Product L Crshc quarry eta mat. ales: A Coadrate.t h materials finish re makes% schedule Pan 3 - Exec.. Refer to m.ufacWr's recommendations. 09550 20 FLOOR Pal 2- Products LTyse: A Goer.. who materials rush selection satedd2 0!650 FESLQIT n - oDRNG Pat 2 - Pro.. L Types A Coed ate with materiels finish serect schedule. Pat 2 - Pathos L Cap. ad Pad A Coordinate et h mfr.. f.h selection schedule. moo PANTN Pan 2 Prod. L Painting over prepared se p ta. pr maMacvser's recommendations datlan A Caen. ate Nthmfrlab fMd se.cu. xfecua: gef0 fL4EluYd Part 2 - Products L :Type A. Coordinate with C«iract«/Ow err material selections. END DM.. S Division 10 SFECIALTIES 10200 LOWERS AND V13.95 Pant -Prod. L Hardware cloth screen W' x W' on soffit vents as detailed 2 Catkin. 2' perf«rd meal sof& vertu as detailed. 3 Roof vet (See DeMsf.01101) 4, Otter Ves-s m noted per plans. 10300 Pf.FABRCATED FIREPLACES -- Part 2- Prodcts L Loratt.RbdeVAcc.u«., A Coordinate wit, meter.. finish select. ac.dule Part 3 - Execution L See dmisi.00029 for raise awe., requeeme:s for replaces. z See drvmionn energy requirements. 11400 D@tiFTWr DEVCES Pat 2 - Products t wed 3 number, A C.: Willie wan 'mrras Pert 3 -E L ustan n beaeion per j,.dctiaal require.. 9500 TOILET AD BATH ACCESSi0RE5 Pat 2 -Rock. L Toast ad bath accessories Coordiate tats males. fish se.clbn scFd L^ 9900 WARDROBE AND CLOSET SPECIALTES Fart 2- Products :. L Storage... A Cm.diafe wits mats.. fetish select. sc... 2 Clothes Closet, '... A Ca«date with materials finish selection sdedu. 3_ Pan. - END Dl'.. V .. EO FTIXf: ' 0910 ti/nNfBNANCE EOIFM8N7 Part 2- Product L A. Co .h materials mesh selection sot.. 5450 REsaanuL EOUFl E NT Part 2 - Rod. L Garage door oprm./ A Combine with materials finish select. sheds. 2 Ironing board cabinet or dr.& A Corr bfe.tlhmaeak f..Fn selection sche.le. 3 Free -sta., appliances: A Cop.. e.h materials f Wish selection scdxle. END OMSK:N n DN.I nAdaSSIWYfi Q500 WeDOUTf A...=i Pan 2 -. Prodct L tendon treatmer. A Coavbrate with materials NM. selection sddm. END DIVISION Di .. B SPECIAL CO4STNC90N 1360 POOLS Pat 2 - Rorsw. L Bride design 13156 NOT TB Part 2 - Robots L B'F A Coordmae with materials Trish selection sdedt END DIVISION 6'. Division 14 caiwne. STSTEMS 141000 W1EWAl1ER. Part 2 - Product.. P.siiter: '4 Maufectur/nodel nmeber: :. L Coordiate with.eeriets mi. seleclbnseedu. END DMSICN 14 S1 1 t .,IJJ B:;II DING DIVISION Division 5 MECHANICAL 60009 GENERAL Pad I - General I. Mac 1 system to be bidder design_ 2. Rg.2uat«y recp.rents: A Refer to Diversion 'General Re.irrrts- 3. Contractor work out plmbhg and HVAC diagram layout A. Coordite with other trades.. Part 2 - Product t Pipes and Fitt,. Allies. 2 soil 485 plastic or sizes regd for 6e Mended prpose. L Provide cast Iron with coy:press. neoprene jots per .cation s.unon tie draws. 2- Provide cban -arts at bends. B. vents: ABS Gas: Per code, verify location of appifarces. t Provide an approved Bart q2 0 sheoff valve "ratal(ed in the build, upp, lea rooediare, after the gas meter. The valve stall be located .tside or the structve and be access. . D. Wale Line: L Belau Grade: 1 V4' t K witWard solder 2. Above Grad type L iu /son solder 2. PAabing equipment: A Not mater fearer: (Duals N tandem) I. Coordinate with avers mats- . B. Hose bb, frost proof type Mansf b toils 0 Main stun -off valve in garage. D. Plurbbg fixtures l Coordiate with owners rater.' selection 3. 0rigatbn (bidder dssgN A' Provk. T connect. in main 1)e in garage by an stmt -off valve 0nh sepaae shut -off and than valve 4. Automat. Epaker System: (bidder design/ Part 3 - Execution L 0 2 al. b ddesign t. system to appoprale jurisdictaal redukenets d a function 2 a manner consistent with industry standards Refer to gene. requiremr.. 6509 NVAC Part 2 - Product L Farted Air: A Furnace system I eoord.. oath materials fish selection scree.. B. Duct mark ant Insulation: L Coordinate with maartals finish selection xMd le: C. Ai. clear: I Coordinate with matr,ab finish selection schedule. D. Con.. t Coordinate with materials fish select. sdedu. E Registers with adjus.le supply: L Co rd.a. with materials fish selector sdeJu. 2 Fan see cliMshcn n eeergy requfrensnts. 3. vests. L Coordinate with materials finish selection saleable. 4. Ezd.st Ducts , . A Ten.. outside butldr9 eta equip with badrdraft clasper. per 11'70 sect.... Pad 3- Exec.. L The Ms.!. to 410,11 the system to epproprate Jurisdictional requirements. and Furlcti. in a mar, consist. with irk sty sandar.. Refer to general recukemr0. Division I6. ELECTRICAL 16000 GENERAL Pad l - Gera) L Electrical systems to be bidder desfgad 2. Regulm ry repo-emerAS: refer to Divel0 1 - General Re4Mremer0. contractor to provider electrical diag.n.g layouts, design *02)9 rolfom lighting pan lF provided A Coord.ele meth oter trades. 16200 F01ER Pat 2- Rocket L Wire ad Eames A volt: Q 6A(3.1. L GF2 • Dap Location B. Las voltage: saadad tgoe 2 Pare.: Ciro. breaker box fully labeled A Capacity: Bidder Design B Granny: adder Design Aroovvide OJ 2 irz' schedule 50 Pet conduit at concrete sten wall for electrical se.ice and 015/6 dameter x 80' bug galvanized rod f« eectrical goud§g 4. Spoke Detectors A Pr. and install pr UB.C. sect. ) 10 -t and . z Fk� 9a¢ A Provide ..11 per 1150. Wptr 3010.9 and as recptred by gpvmm, ree Pan 3 - Execution 1 The kmallr to design the cysts to appopaa jurisdictional 0qu90sls and 9 re... a mains consistent with the kdulry standards. Rehr to general requirenras a. UBL. Pall - Prodcts L insfon alarm ad seamy detect. system: A Coordinate mN,materals nth. selection schedule. 2. Ph the system A Coo... eith;.lalrals finish selection schedule 3 Mrccmnicatbn systems A Coorthete .Ah mats. nniA cl " "m. soled. 0 Stereo cysts A 92irdale with .blab fish selection schedule. Lr He ra Part 2 - Products : L fueures. L Coordinate with .tria l flash Iect. schedule. 2 ...oh 4 5eitchent Coordinate with materials fish selection schedule 3. Doers L Goad-ate with materials finish selection sdedle. 4. Boras: 1 Cocrormate with materials finish selection schedule. 5. Otter: L Coordinate with materials mbh seeclt. sdedu. Pat 3 - Execution' L The "scatter to design the system to appro... J is 2 r gre ifeM9 ad fiction ma a manner con.tr Ue i with kxlusty.ndards ReRefer 9 to general reqouirements. END DIVISION K Division n DERBY REOMEMENTS WASNWGTCN STATE ENERGY CODE: C 21 Noes: l Electric eater tealet(0 sta1l0ve pr (55043) separate 9222) or gas ahulot2. Nonco.ressibler R9 pad (00800 spaces only) 2. NACEA Abel on la& 3. Tesperatme self, (less than or • tor 120 degree F. 4. .owes and lavatories shall IMit fb8 to (less than or • to 25 gun (5 504 81) A. Ce re isrta.re L Battles to sk..1 air space above irsuan. 2 Barnes b extend 6' above ball .ovation 3 Baffles w 0.. V above boss tell .minaret. E- Wall ifs.. L Fat¢ led fit bath 2 Friction stap unlaced Batts 5. Poly vapor relardr. or b- PVA pant m/a dry op perm reek, or l max. 1_ Concealed :sWaticn shall be paced: B:6erid petekm simdslcarie S. Flo. eerulal - rue A One., lap rated vapor barter on Ua wan side & honorer control insulation L Attic ad cra.l spare accts panels to be vsulated end weather - stripped 4 Recessai Ke h, 62220 :ss to co., with section 507.4.4 10 54501 ..nations ...Bed and equivalent to the required wall R -values as shoun in th .s bl or 62 IL vapor retard stars be walled per (501L.) 17:52 (0)N1 black ,Iyett50. grand covr, shall be lapped Q' at po82 and extend t romgout the creel space to foundation mall A All rterior. doors (except 20 minute doors) sha11 be meat. stripped per (5502)40) 5. Service hot and cold eater piping In fro. lad spaces shall be 20208 to R -3 (5503W) ' 14. tleslg dets a 2)021088,80 spaces shall be 824 60 to a mIm of R -8'. (5503307) tuas4 NGrat 58Ar AR (21C A General Note, B. Standard ale leakage (550243) cauOUg . care. Winn .stalled in the folbwg Iccakns. L Between sole plelehabtb0 z lurfrg:pk.t,/d.t register perevatios 3. Rm joitsmud sins Ueated Leger floors) 4. Partitions std peretratias END DIVISION fl RECENED CITY OF ileNtiA AUG 1 6 7600 PERMIT CENTER _r CO 19 CO 6) JOB N0.: SHEET Al +36' - , . - •IL FER INSTALL - • ( LING TO LINE. Patio u I Conc. +36' C-ALTDRAIL PER UEC5092. INSTALL RAILING RILL LE.TH OF CONC. WALL 3' -9 I/1' 3' -1 3/4 145 T.O.G = 146'-6' 7A.0 = 150 - 934' ..... SITE DETERMINED 5' -10 I/2' 15' -8 1/2 10-4 1 /4' I5'- 4.3/4' m TOL. = 150 6' -9 I/2' 22.0 UT TDL_ = 144'0' . - 5' -1 U2' . 5 =9= TO = I46'-0= TD _ = 60'-9 Porch CONIC O ____._ OPTICtl 6'-8.. U' FP-22) FP -16) 1,3 V2' SYMBOLS & LEGEND D2000 -270 CRAWL SPACE VENTS L CRAWL SPACE AREA 869 SF. 2. CRAWL SPACE. AREA / 150 = 5.19 5F OF VENT AREA REQUIRED 3. TYPICAL VENT SIZE =:1458'x.15 (15% EFFICIENCY) _ 58 5F PER VENT NET FREE AREA 4. VENT, AREA/ S8'= 9.98 VENTS REQUIRED. 5. 10 VENTS SHOILN. (SEE PLAN FOR LOCATION) 6:' 10 VENTS x SS = SF OF VENT AREA PROVIDED. 1. vENTS SHALL BE COVERED WITH CORROSION. RESISTANT WIRE MESH WITH OPENINGS OF I/4• MAX. 8. VENTS LOCATED IN RIM JOIST MUST BE PERMANENTLY BAFFLED.: WSEC 502.L4.1 L MAN FINI514 FLOOR ELEVATION = 610' T1415 15 THE DATUM ELEVATION USED TO CALCULATE ALL TOP OF CONCRETE (T.OL/ CALLOUTS CN THE FOUNDATION WALLS 2. ALL FOOTING DEPTHS WILL 13E PER ITEM =113 a THE APPROVED PLAT. 3. SEE FOUNDATION PLAN FOR LOT 15 FOR CCMNJATION OF. EXTERIOR C/2 2. RETAINING WALLS. p 1.B 2I111I FOUNDATION KEYNOTES ( FP -I) FP -2 (FP -3) ( FP -4 ) FP -5 ) (FP -6 FP -1) ( FP -8 ) FP -9 ) ( FP -10) FP - 11 ) (FP -12) (FP -l3 ) (FP-1 (FP -I6 ) FP-11 ) (FP -IS ) (FP -19 (FP -20) (FP -21) ( FP-22) ( FP-23) (FP -24) GENERAL FRAMING NOTES I t SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2, SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3. SEE COVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL 4. TRUSS DESIGN BY MANUF. TRUSS PLAN SHOLN IS FOR GENERAL LAYOUT ONLY ..SEE DM 6100 SHEET A -I - TRUSS. LOADING SEE DM 010001A SHEET A -1 - TRUSS. SPAN. PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, 24' o.c. LINO.. 6.ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION 1. RAFTER TAIL 2x4. VERIFY. 8. ROOF TAIL. AND RAKE OvERHAN2 PER ROOF PLAN. ALL HEADERS ARE 44l0. DF =2 UND_' PROVIDE (1) TRC' -ER STUD' UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OVER 4' -0' U.N.O. SEE DM. 06100 SHEET A -I CONCRETE STEM WALL 8' WIDE WITH MIN. 1551" FOOTING. SEE DETAILS FOR ADDITIONAL. INFORMATION. SEE DIV_ 3 SHEET A -I. CONCRETE STEM WALL .. WIDE WITH MIN_ 12x6 . FOOTING. SEE DETAILS FOR ADDITIONAL INFORMATION. SEE DM. 3 SHEET A -1 CONCRETE SLAB ON GRADE SHALL BE 4' THICK STEEL TROWELED FINISH, W/ 6x6 WL4xWL4 UAF ON 4' GRANULAR FILL. SLOPE 2' TO DOOR PROVIDE THICKENED EDGE AT DOOR SEE Dl\. 3 SHEET A -1 6x6 POST ON C666.. 1' ABOVE': SLAB ON 36536'x8'. MAT FOOTING ON SOLID SUBSTRATE W /(4) =4 BAR EACH WAY. SEE DIV. 3.SHEET A -I CRAWL SPACE VENT. SEE CALCULATION BELOW. SEE Div. 1 SHEET A -I ALL. CRIPPLE WALLS ARE 2x6 OR 3x4 a 16• oz UND. 14'MIN STUD. LENGTH PER UBC SEE DIV 6 SHEET A -I 4x10 BEAM LINE. MIN I' CLEARANCE FROM CONCRETE AT END OF BE4115 SEE SHEET A -I 4x4'. POST (SCAB POST AND BEAM WITH. 2x4) ON 90• FELT ON ..MAT FOOTING UN.O. PROVIDE 4x6' POST a BEAM SPLICE' 1 POSITIVE CON- NECTION FROM POST TO FOOTING. PER DETAIL 16/DL 'SEE Div. 6 SHEET A -I 6 MIL BLACK POLYETHYLENE GROUND COVER ON GRADE SEE. DM 1 SHEET A -1 ELECTRICAL SERVICE: PROVIDE (I) 2 l/2' SCHEDULE 80 PVC CONDUIT FOR ELECTRICAL SERVICE AND (1) 5/8'x20' LONG. GALVANIZED ROD FOR ELECTRICAL. GROUNDING. SEE DIV 16 AND VERIFY W/ SITE CONDITIONS BLOCK OUT IN STEM WALL FOR DOORS, HvAC, ETC. AS REQUIRED 18524 CRAWL SPACE. ACCESS. INSULATE AND WEATHER STRIP SEE DIV. 010022 SHEET. A -122 PRESSURE BLOCKING -OF SAME 5IZE A5 ADJACENT JOIST. 24,24')11 MAT FOOTING ON SOLID SUBSTRATE W/ (2) =4 BAR EACH WAY OR 12' STRIP FOOTING PER DETAIL 16/Dl 30'X30`Xl' MA7 FOOTING ON SOLID SUBSTRATE W/ (2) =4 BAR EACH WAY OR 15' STRIP FOOTING PER DETAIL 16/DI.: 36' X36 - X12'. MAT FOOTING ON SOLID SUBSTRATE 11// (2) =4 BAR EACH WAY 5TUE. STEEL 12' INTO SLAB a /2•42 FLOOR JOIST SEE Div.6 SHEET A -I 4x8 BEAM LINE, SOLID BLOCKING BETWEEN JOIST OVER SUPPORT. SEE DIVISION 06100 SHEET A-1 PROVIDE .SOLID 'BLOCKING THRU JOIST SYSTEM TO PROVIDE SAME AREA OF BEAM: SUPPORT AS ABOVE AND BELOW SEE DM. 6 SHEET A -I /11N P CLEARANCE FROM CONCRETE AT END OF 'BEAMS EXTEND PIER MIN IS' BELOW SURROUNDING GRADE 3' DIAMETER STEEL POST EDGE OF CONCRETE POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING 0 POINT LOAD TRANSFERING DOWN POINT LOAD TRANSFERING DOWN W/ LOADING V HANGER. POINT LOAD TRAN5FERED BY KICKER HOLD DOUAN WITH SIZE DESIGNATION 0 . VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW S7xx _ HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BEAM CALCULATION WITH INDEXED 51F'IBER EXTENT OF 514EAR WALL TYPE OF SHEAR WALL WALL ABOVE J' "4 WALL BELOW NOTE: UNLESS OTHERWISE NOTED,' ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS.' RECEI CIT'Y.OFTUKWILA AUG 1 6 2400 PER/IT COTES TITLE JOB 50.: 0013522. SHEET A2.1 00135.22 �F$ EXTEND POST THRU DECK TO RETANNG WALL. BELOW 1 GENERAL FRAMING NOTES ' I_ SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 3 SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3. SEE COVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING- MECHANICAL, PLUMBING, AND ELECTRICAL 4. TRUSS DESIGN BY MANUF, TRUSS PLAN 5HOUN 15 FOR GENERAL LAYOUT ONLY SEE DM T6 0 SHEET 4 -1 -TRU55 LOADING SEE ENV. 010001A SHEET 4-1 - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING FLAN 5: ROOF FRAMING SPACING; 24" oc. UNA 6, ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. T. RAFTER TAIL 2x4_ VERIFY. S_ ROOF TAIL AND RAKE OVERHANG: PER ROOF PLAN... S. ALL HEADERS ARE 4x10 DF 2 UNO_ PRO ,DE !U TRIMMER STUD UP TO 4' -0" SPAN AND t2: TRIMMER STUDS OVER 4' -0' Ui{0 SEE Div. 06100 SHEET A -I 1 FRAMING PLAN KEYNOTES F -I ) l F -2 ) 2x3 PT w/ 2x DE 2z8 P.T. LEDGER u/ (2) U2' LAG BOLTS: ®16' oz. WAGERED AND LU23 JOIST HANGERS. 5114' z 16 2,E FSL Patio Co.D F -3 t F - 13 F -14 ) F-15 ) BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR HVAC DUCTING. SEE DIVJS SHEET A -I RAKED PONY WALL ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS. ALIGN EDGE OF JOIST WITH FACE OF WALL ALIGN INSIDE FACE. OF BEAM 5114 OUTSIDE FACE OF WALL UPSET - BOTTOM OF BEAM EvEN 31/ BOTTOM OF JOIST AND TOP OF BEAM EXTENDS ABOVE JOISTS TOP OF BEAM 15 FLUSH WITH BOTTOM OF JOIST WITH NO TOP PLATE CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. ATTIC SPACE VENT . SEE CALCULATION SEE DIv. 01002 SHEET A -1 FLOOR JOIST - SEE SCHEDULE DWG SEE Div. 06100 SHEET A -I SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PRESSURE BLOCKING SEE Div. 06100 SHEET A -I FLUSH - BOTTOM OF BEAM EvEN W/ BOTTOM OF JOISTS TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS DOUN BELOW JOISTS TOP OF BEAM 5'. BELOW TOP OF JOIST TO ALLOW FOR HvAC OVER BEAM AND BEAM BUMPS DOUN BELOW JOISTS 2X6 OvERFRAMING to 24 OC 2X6 CEILING JOISTS to 24' OC D2000 -270 SYMBOLS & LEGEND 0 POINT LOAD FROM ABOVE U` POINT LOAD FROM ABO VE W/ LOADING. ® POINT LOAD TR4NSFERING. DOUN POINT LOAD TRANSFERING DOLL. W/ LOADING Q� HANGER POINT LOAD TRANSFERED BY KICKER Ike" '.HOLD DOILN WITH SIZE DESIGNATION 0� P• VERTICAL STRAP WITH 5IZE. DESIGNATION e TO BE USED ON FLOOR BELOW STxx._ HORIZONTAL STRAP WITH SI DESIGNAT INDICATES BEAM CALCULATION WITH INDEXED NUMBER EXTENT OF SHEAR WALL' TYPE OF SHEAR WALL .: WALL ABOVE I^ '4WALL BELOW NOTE: UNLESS OTHERWISE. NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED 114 THESE DRAWINGS ID LC) CD L co d Cb RECEIVED CITY OFTUKNWILA AUG 1 6 2000 PERMIT CENTER TITLE JOB NO.:. 003522 D2000 -270 GLAZING CALCULATION TOTAL SF OF HOME 2705 SF TOTAL SF OF GLAZING 430.5 SF TOTAL % OF GLAZING 159 % SF. IS CALCULATED USING THE REQ(J EMEFRS SET FORTH E.. THE WASH- IINGTION 5TATE ENERGY CODE.,.. REFER TO ADDITIONAL'.. DOCUMENTATION TO METHODOLOGY OF PERFORMANCE COMPLIANCE SYMBOLS AND LEGEND FAN- DIRECT VENT TO OUTSIDE - BATHROQ15/LAUNDRY 50 CFM MIN. - KITCHEN 100 GRIM. - WHOLE HOUSE FAN 100 CFM MM. VTO5 WHOLE HOUSE EXHAUST FAN CONNECTED A 24 HOUR TIMER - 100 CFM MN., VTO THERMOSTAT ®50' ABOVE FLOOR 110v SMOKE DETECTOR PER UBC WITH BATTERY BACKUP INTERCONNECTED 24 HOUR TIMER TO WHOLE HOUSE FAN MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR UNITS: PER DM 1516 SEE SHEET AI FURN A. PROVIDE 6' DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO RETURN AIR PLENUM AT FURNACE WITH MOTORIZED. FLOW DAMPERS. B. PROVIDE THERMAL EXPANSION TANK AT WATER HEATER C. STRAP WATER HEATER TO FRAMING AT TOP AND BOTTOM. PER UPC SECTION 6085 D. PROVIDE PRE55URE RELIEF LINE PLUMBED TO OUTSIDE. Kitchen VINYL Covered Porch CONC !)\ SION E GENERAL PLAN NOTES ! FLOOR PLAN KEY NOTES I ( P -10) ( P -u ) ( P - C ) ( P -13) P -14 ) ( P -IS ( P -16) ( P -n P - 18j 36 A G'U'ARDRAIL PER UBC 5 092 AT STAIRS SLOPES AT 36' ABOVE STAIR NOSINGS.. $' VENT FOR MECHANICAL. CLEARANCE ALL SIDES PER UBC SEE DIV 15 SHEET A -1 PLANT SHELF UPPER AND LOWER LINEN CABINETS SOFFIT AREA INTEGRATED MAKE UP AIR ( P -I9 (P - 20) P -21 ) ( P -22 ) (P -23) t SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. ENERGY AND AIR QUAILITY INFORMATION SEE DIV. IT SHEET A -1 3. SEE BUILDING ELEVATION FOR WINDOW OPERATION SEE DI, 8 SHEET A -1 NEE TYPICAL MATERIALS LIST ON SECTION SHEET '. SEE COVER SHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING .MECHANICAL, PLUMBING, AND ELECTRICAL OCCUPANCY SEPARATION: APPLY CO LAYER 5/8' TYPE 'X' G.W.B. TO ALL WALLS AND CE:_ =5 OF GARAGE SIDE FROM FOUNDATION. TO SHEATHING. WRAP POST AND BEAMS. APPLY C2) LAYERS TO TRUSSES AND TJI FLOOR JOIST. SEE 01, 010025 51-IEET A -I 13/8' MIN. SOLID CORE DOOR WITH SELF CLOSER TO BE TIGHT FITTING SEE DM 010025 SHEET A -I STAIR ASSEMBLY NOTES: PER USG SECTION 1003 A HEADROOM MIN. 6' -0., WIDTH MIN_ 3' -0'_ B. TREADS 10' MIN. DEPTH, RISERS. B' MAX H7. C. HANDRAIL MIN. 34' TO MAX 38' ABOVE TREAD NOSING. HANDRAIL I IR' MIN. TO 2' MAX. CROSS SECTION DIMENSION AND 1 1Q• MIN. CLEAR FROM WALL, RETURN RAIL ENDS_ D. INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALLS) E COVER USABLE SPACE UNDER STAIR W/ 510 TYPE 'X' Gan (2) LAYERS s CEILING AREAS. F. INTERMEDIATE BALUSTERS SHALL. BE SPACED W/. LE55. THAN 4 BETWEEN BALUSTERS. SEE DM 010024 SHEET A -1 SAFETY GLAZING PER USG, SECTION 2406 A WINDOWS. WITHIN IS' OF FLOOR B. WINDOWS WITHIN A' 24' ARC OF DOORS C. WINDOWS AT TUBS AND SHOWERS D GLAZING IN DOORS. E. WITHIN STAIRWELLS 'i. F. WITHIN E OF TOP OR BOTTOM OF STAIRS SEE DIY. 08800 SHEET A -1 EGRESS WINDOW PER UBC, SECTION 310.4 SEE DIV. 05600 SHEET A -1 IGNITERS FOR GAS FIRED APPLIANCES IN GARAGE TO BE 18' MIN, ABOVE TOP OF SLAB. SEE DIV. 15 SHEET A -1 COVER WALLS ADJACENT TO TUB5 AND S140WE5 S WITH NON - ABSORBENT MATERIAL TO 10 ABOVE DRAIN. INLETS. SEE DIV. 09250 SHEET A -I (2) LAYERS OF FLOOR SHEATHING OVER FRAMING. 8' MAX RISER WITH 10' MIN. RIAI IF MORE THAN (3) RISERS, HANDRAIL REQUIRED PER USG, SECTION 1006 SHEET A -1 10 x24 CRAWL SPACE ACCESS. INSULATE AND WEATHERSTRIP. SEE DIV 010022 SHEET A -I 22 x30 ATTIC SPACE ACCESS W/ 30 HEAD CLEARANCE. INSULATE AND UEATHER'STRIP SEE DIV. 010023 SHEET A -1 FLOOR MATERIAL BREAK LINE WALL LINE ABOVE WALL LINE BELOW FIREPLACE ASSEMBLY NOTES. A. DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL CONFORM TO UBC' REQUIREMENTS SEE DM. 01002.5 SHEET A -1 B. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO 1.113C' REQUIREMENTS SEE DIV 010028 SH EET A -1 l C. HEARTH SHALL CO NFORM TO UBC 1 REQUIREMENT SEE DIV. 010028 AND 9 SHEET A 1 5/8' TYPE 'X' GWB ON HOUSE. SIDE OF CHASE CLOSURE TO ROOF SHEATHING. SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS 3' DIAMETER STEEL POST P -24 ' 2x6 STUDS W/ R -19 INSULATION MIN. SQUARE FOOTAGE MAIN FLOOR 801 SF UPPER FLOOR 1186 SF UNF BASEMENT 718 SF TOTAL 1987 SF GARAGE 447 SF DECK 1 PATIO 39 SF SQUARE FOOTAGE I5,MEASURED TO 'THE OUTSIDE FACE OF WALLS. STAIRS ARE COUNTED ONCE IN CALCULATIONS. OPEN TO BELOW SPACES. AND GARAGES. ARE NOT INCLUDED IN CALCULATIONS. TITLE JOB NO:: 0073522 A3 0013522 SHEET RECEIVED Cm QF TUKWILA AUG 1 6 2000 PERMITCENTER 03 C/) CD CM 0) (0 O n 03 0) co ALL FLOOR JOIST ARE 11 -1 /S' TJI PRO ISO's AT 16 oc vERIFY W/ MFG LAYOUT. SEE nIV. 06100 1 GENERAL FRAMING NOTES FRAMING PLAN KEYNOTES F -1 ) F -2 ) F -3 ) ( F -4 ( F -5 ) ( F -6 ) ( F -1 ) F -5 ) ('.F -10 ) ( F-11 3 F -12 ) ( F -13) ( F -14 ( F -15 ) 0 e I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3. SEE COVERSHEETFOR ALL NOTES AND REQUIREMENTS CONCERNING-' MECHANICAL PLLA1BING, AND ELECTRICAL. 4. TRUSS DESIGN BY MANUF. TRUSS PLAN SHOWN 15 FOR GENERAL LAYOUT ONLY SEE DIV.6100' SHEET A -1 - TRUSS LOADING SEE Div. 010001A SHEET A -I - TRUSS SPAN PER FLOOR PLANS TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, 2, oc. UNA. 6. ROOF PITCH -' EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1. RAFTER TAIL 2x4. VERIFY_ S.. ROOF TAIL AND RAKE OvERHANG ROOF PLAN. g.. ALL HEADERS A'RE 4x10 DF'2 UND_ PROVIDE CU TR!{ STUD UP TO 4' -0' SPAN AND /2) TRI1 �n STUDS OVER 4' -0 UNA_ SEE Div. 06100 SHEET A -1 BACK FRAMING' AND SOFFIT AREA AS REQUIRED TO ALLOW FOR HvAC DUCTING. SEE DIV15 SHEET A -I RAKED PONY WALL ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS. ALIGN EDGE OF JOIST WITH FACE OF WALL ALIGN INSIDE FACE OF BEAM WITH OUTSIDE FACE OF WALL UPSET - .BOTTOM OF BEAM EvEN.W /. BOTTOM. CF JOIST AND TOP OF BEAM EXTENDS UP ABOVE JOISTS TOP OF BEAM 15 FLUSH WITH BOTTOM OF JOIST 414 NO TOP PLATE. CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. ATTIC SPACE'vENT SEE CALCULATION SEE DIV 01002 SHEET A -1 FLOOR JOIST - SEE SCHEDULE DWG. SEE Dl' 06100 SHEET .4-1 SEE ELEVATIONS. AND SECTIONS FOR PLATE HEIGHT PRESSURE BLOCKING 5EE Div. 06100 SHEET .4-1 FLUSH - BOTTOM' CF BEAM EvEN W/ BOTTOM CF JOISTS TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS DOWN BELOW J015T5 TOP OF BEAM 5' BELOW TOP OF JOIST TO ALLOW FOR HVAC OVER BEAM AND BEAM BUMPS DOWN BELOW JOISTS. 246 OvERFRAMING ® 24' OC 246 CEILING JOISTS 424' OC SYMBOLS & LEGEND POINT LOAD FROM ABOVE POINT L0.40 FROM ABOVE W/ LOADING ® POINT L0.4D 144444ERING DOILN y POINT LOAD TRAN5FERING 001171 W/ LOADING HANGER POINT LOAD TRANSFERED BY KICKER HOLD DOWN WITH 51/5. DESIGNATION', „)� ' vERTICAL STRAP W N WITH SIZE DE5IGNATIO TO BE USEDON FLOOR BELOW r't - HORIZONTAL STRAPIWITH SIZE DESIGNATION INDICATES BEAM CALCULATION WITH INDEXED NUMBER EXTENT OF SHEAR WALL TYPE OF SHEAR WALL WALL ABOVE. 1 "` - 1 WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS TITLE JOB NO.: 0073522 SHEET 0013.122 RECEIVED CITY OFTUKWIL AUG 1 6 2000 PERMIT CENTER v 32' -0' SYMBOLS AND LEGEND w FAN- DIRECT VENT TO OUTSIDE - 84T4R00115/LAINDRY 50 CFM MN. KRCFEN 100 OR1 MN. -WHOLE HOUSE FAN 100 CR1 MIN. VTOS WHOLE HOUSE EXHAUST FAN CONNECTED A 24 HOUR TIMER - 100' CF 1 MIN:, vTO THERMOSTAT • 50' ABOVE FLOOR 110v SMOKE DETECTOR PER UBC WITH BATTERY BACKUP INTERCONNECTED C 24 FIGUR TIMER TO WHOLE HOUSE FAN MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR UNITS: PER DIV. 15,16 SEE 5HEET. Al FURN d. PROVIDE S• DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO RETURN AIR PLENUM AT FURNACE WITH MOTORIZED FLOW DAMPERS. : PROVIDE THERMAL EXPANSION TANK AT WATER HEATER' . STRAP WATER HEATER TO FRAMING AT TOP AND BOTTOM. PER UPC SECTION 6085 . PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. 1 WALL LINE 2646 5046 ROOF LINE BELOW M. Bath CARPET 11 0'' I' -1 2 -ID U2 S -0' ,,111 1 D IV I SI ON 1 GENERAL PLAN NOTES 1 FLOOR PLAN KEY NOTES 1 OCCUPANCY SEPARATION. APPLY (U LAYER 5/8• TYPE 'X' GJU8. TO ALL WALLS AND.. CEILING4 :. GARAGE SIDE FROM FOUNDATION TO SHEATHING. WRAP POST AND BEAMS, APPLY (2) LAYERS TO TRUSSES AND TJI FLOOR JOIST:. SEE DIV. 010025 SHEET A -I 13/8' MN. SOLID CORE DOOR WITH SELF CLOSER TO SE TIGHTFITTING SEE DIV. 010025 SHEET A -1 STAIR ASSEMBLY NOTES: PER UBC'.. SECTION1003 A HEADROOM MIN. 6' -8', WIDTH MIN: 3' -0'_ B. TREADS 10' MIN_ DEPTH, RISERS S' MAX. HT. C. HANDRAIL MIN. 34' TO MAX 38' ABOVE TREAD. NOSING. HANDRAIL 1 1/2• MIN_ TO 2' MAX. CRASS SECTION DIMENSION AND I I, MIN. CLEAR FROM WALL, RETURN RAIL ENDS. D. INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALL(5). E. COVER. USABLE SPACE UNDER STAIR W/ 5 /5' TYPE 'X' G1118. (2) LAYERS +aCEILING AREA5_ F. INTERMEDIATE BALUSTERS SHALL BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS. SEE DM 010026 SHEET A -I: P -4 ) SAFETY GLAZING.PER U0C,.SECTION 2406 A. WINDOLLS WITHIN 18' OFFLOOR 8. WINDOWS WITHIN A 24' ARC OF DOORS C. WNDOLLS AT TUBS AND SHOWERS D. GLAZING IN DOORS E. WITHIN STAIRWELLS F. WITI -IN 5' OF TOP OR BOTTOM OF STAIRS SEE DM 00800 SHEET A -I EGRESS WINDOW PER UBC, SECTION 3I0A SEE Div 08600 SHEET A -I IGNITERS FOR GA5. FIRED APPLIANCES IN GARAGE TO BE IS' MN, ABOVE TOP OF 81. 45. SEE. DIV. 15 SHEET A I COVER WALLS ADJACENT TO TUBS AND P -1 1 5400608 WITH NON - ABSORBENT MATERIAL T010 ABOVE: DRAIN INLETS. SEE DM 09250 SHEET A -I (2) LAYERS OF FLOOR SHEATHING OVER FRAMING. S MAX. RISER WITH 10' MIN. RUN IF MORE THAN C3) 015E05, HANDRAIL REQUIRED PER UBC, SECTION 1006. SHEET A -I 1$'x24' CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE 010 010022 SHEET A -I 227430' ATT1C SPACE ACCESS W/ 30' HEAD CLEARANCE. INSULATE AND WEATHER STRIP. 5E£ DIV. 010021 51-1EET A -I FLOOR MATERIAL BREAK LINE P -2 ) ( P -3 ) P -5 ) ( P -6 ) ( P -5 ( -10 ( P -11 ) ( P ) P -13 ) ( P - 14 ) ( P -15 1 P -16 1 ( P -11 ( P -19 ) 1 P -20 ( P - 21 ( P - 23 ( P -24 ) I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. ENERGY AND AIR QUALITY INFORMATION SEE DIV. 11 SHEET A -I 3. SEE BUILDING ELEVATION FOR WINDOW OPERATION SEE Div. 8 SHEET A -1 4 SEE TYPICAL MATERIALS LIST ON SECTION S HEET 5.' :SEE COVER SHEE7 FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. WALL LINE ABOVE WALL LINE BELOW FIREPLACE ASSEMBLY' NOTES: 4, DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL CONFORM TO UBC REQUIREMENTS. SEE Dlv 010028 SHEET A-I B. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO USG REQUIREMENTS SEE DIV. 010028 5HEET A -I C. HEARTH 51-IALL CONFORM TO UBC REQUIREMENT. SEE DIV. 010028 AND 9 SHEET A -1 D. 5/& TYPE 'X':GWB ON NOU5E SIDE OF CHASE CLOSURE TO ROOF SHEATHING. SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS 3' DIAMETER. STEEL POST (_ 'Q j 36 GUARDRAIL PER UBC 5092 LJ A AT STAIRS SLOPES AT 36• ABOVE STAIR NO5NG5. 'B' VENT FOR MECHANICAL. 1' CL AL 5IDE5 PER UBC 588 DIV. 15 5HEET A -1 PLANT SHELF UPPER AND LOWER LINEN CABINETS ) SOFFIT AR INTEGRATED MAKE UP AIR 2x6 STUDS 5/ R -19 INSULATION MIN D2000 -270 c ca CJ V W CZL IA 'mow 0 Q d rn EE1'w corn o N z d w a 6 o 0 O (J 0 rn c TITLE JOB NO. 0013522. SHEET 0913522 RECENED CITY oP '(l(50 AUG f 6 2000 PERMITCENTER ROOF VENT CALCULATION BASED ON 3 2 -VT HOLES PER VENT BLOCK ROOF VENT CALCS BASED ON UBC SECTION 15053 TOTAL ROOF AREAl220. 5F /5"w =407 $F OF. VENT AREA REQ 50 '. a AT EAVE . 203 5F REQUIRED 50 % A 36• (MIN) ABOVE EAVE = 203 SF' REQUI D 5 ROOF JACKS AT X 5Q IN. EACH =2500 5Q: M.= 174 ' 5F 217 L.F. OF EAVE VENTS AT 52 5Q IN/LF= 712A BQ. IN. =4S5 SF 2_ GABLE END VENTS AT 15 x21 - 740 ' SQ. 11,051 ' SF 0 GABLE END VENTS AT 0 x0 - C0 Sc, IN, 010 SF 0 GABLE END VENTS AT 0 DIA - 0,0 SQ. IN. =400 SF TOTAL VENTS PROVIDED ROOF JACKS = 174 EAVE VENTS - 495 SF GABLE END VENTS = 051 SF TOTAL 5F OF VENTS PROVIDED = 720 SF • AREA MAY BE 1/300 IF A VAPOR RETARDER 15 INSTALLED ON THE WARM SIDE OF THE ATTIC INSULATION. UBC 150532 • EFFECTIVE VENT. AREA BASED ON A 30`e REDUCTION DUE TO I/4 MESH ROOF Lae BELOW D2000 -270 GENERAL FRAMING NOTES 1 FRAMING PLAN KEYNOTES I F -1 ( F -2 1 F -3 ALIGN INSIDE FACE OF BEAM WITH OUTSIDE FACE OF WALL • 1 UPSET - BOTTOM OF BEAM EVEN W/ BOTTOM OF J JOIST AND TOP OF BEAM EXTENDS UP ABOVE JOISTS TOP OF BEAM. I5''. FLUSH. WITH BOTTOM OF JOIST WITH NO TOP PLATE CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT ATTIC SPACE VENT SEE CALCULATION SEE DIV. OI002. SHEET A -1 FLOOR JOIST SEE SCHEDULE DOG. SEE DM. 06100 SHEET A -1 I l F - 4 F -6 F -1 F -S F -9 1 F -10 F -11 ) F - TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM - J EXTENDS DOOM BELOW J OIST S F -13 F - ) 2X6 OVERFR, J1ING ® 24 OC ( F - 15 I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2 SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3. SEE COVERSH'EET FOR ALL NOTES AND REQUIREMENTS CONCERNING' MECHANICAL, PLUMBING, AND ELECTRICAL. 4. TRUSS DESIGN BY MANUF. TRJSSPLAN SHOWN 15 FOR GENERAL LAYOUT ONLY SEE DIV. 6100 SHEET. A -1 1 - TRUSS LOADING SEE DIV_ 010001A SHEET - TRUSS SPAN PER 'FLOOR PLANS TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, 24 DA_ UN, 6: ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. RAFTER TAIL 2x4. VERIFY. a ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. 9. ALL HEADERS ARE 4x10 DF'2 UND- PROVIDE (!' TRIMMER STUD UP TO 4 -0• SPAN AND (2) TRi, 9'iER STUDS OVER 4 -0• UND_ SEE DM 06400 SHEET A -1 BACK FRAMING. AND SOFFIT AREA AS REQUIRED 10 ALLOW FOR HVACDUCTING. SEE DIV.I5 SHEET A -I RAKED PONY WALL ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS. ALIGN EDGE OF JOIST WITH FACE OF WALL SEE ELEVATIONS AND SECTIONS FOR PLATE. HEIGHT PRESSURE BLOCKING SEE DM 06100 SHEET A -1 FLUSH - BOTTOM OF BEAM EVEN. 111/ BOTTOM OF JOISTS TOP OF BEAM 5' BELOW TOP' OF JOIST TO ALLOW FOR. OVER BEAM AND BEAM BUMPS DOOM BELOW JOISTS 2X6 CEILING JOI5T5 ® 24 00 SYMBOLS & LEGEND Q ty. POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING 0 POINT LOAD TRANSFERING DOOM /- POINT LOAD TRANSFERING DOUJJ W/ LOADING POINT LOAD TRANSFERED BY KICKER 1 • HOLD DCON WITH SIZE DESIGNATION! , /y- VERTICAL USED RN FL WITH SIZE TO BELOW' SIGNATION. STxx HORIZONTAL STRAP WITH SIZE DESIGNATION O 1140 ICXED NATES BBEEAM R CALCULATION WITH INDEUM ® EXTENT OF SHEAR WALL TYPE OF SHEAR WALL : WALL 4130VE. ALL BELOW NOTE =. UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN TNESE DRAWINGS.' O 0 z A z 4 1 10 C0 1 9 CIS CL: cp Lo o v x ▪ !� • p LL V Cb F: * • _ (n N 6 N Ccio- m CD CAN TITLE JOB NO.: 0013522 SHEET A6 00135.22 RECEIVED CITY OFTUKWILA AU6 1 6 2000 PERMIT CENTER L_ 111111111[1111111111' 1111111111111111111111 11111IIII111111111 1111 1111[1111.111111111 1111111111111111 11111111111111.11 I TOP PLATE tt, NDR NGT. R FLOOR EL, 139' SIDE ELEVATION 6 .2 51DRY.a REAR ELEVATION SIDE ELEVATION Pxab 1/8'.I -0' 1e ' 6x20 GABLE END VENT ' 60 BATTS OVER R OUGf7 SALIN PLYW . a Q oc TOP OF PLATE D2000 -270 FRONT ELEVATION ' Seib V4'.P -0' FLOOR J015T5 PER PLAN : TOP OF PLATE TOP PLATE UPPER FLOOR TOP PLATE I MAIN FLOOR HIGHEST RIDGE TOP OF PLATE MART FLOOR (ELV. 150'1 LOER FLOOR TYPICAL BUILDING MATERIALS ROOF CONSTRUCTION ROOFING: (DIV. 7) SHINGLES (DIV. 010005) BUILDING PAPER: (DIV. 7) 304 BUILDING PAPER SHEATHING: (DIV. 6) .7/16' OSB OR EQUAL FRAMING:' (DIV. 6) PER PLAN INSULATION: (DIV. 7) R -30 BLOWN -IN SOFFIT: (DP/. 7) 112' RE -SAWN PLYWOOD GWB: (DIV. 9) 510 GWB ' EXTERIOR WALL CONSTRUCTION SIDING MATERIAL (DIV. 7) WOOD SIDING (DIV. 01005) BUILDING WRAP: (DIV. 7) 150 BUILDING PAPER SHEATHING: (DIV. 6) 7/16' OSB OR EQUAL FRAMING: (DIV 6) 2 x 4 STUDS AT 16' OC , 2x8 AT LOWER FLOOR INSULATION: (DIV. 7) R -13 BATT W/ INTEGRAL VAPOR BARRIER GWB: (DIV 9) 1 /Y. GWB FLOOR CONSTRUCTION FLOORING (DIV. 9) FINISH PER PLANS (DIV 01005) SUBFLOOR: (DIV. 6) 314' TRO (PLYWD, COMPL,V, OR EQ.) FRAMING: (DIV. 6) PER PLANS i' INSULATION: (DIV. 7) R -19 BATT ' :: SOFFIT (DIV. 7) 1/2' RE-SAWN TRIM:(DIV. 6) WINDOW: (WITH NO BRICK MOLD) CORNER BOARDS FASCIA RECEIVED CITY OF TUKWILA AUG 1 6 2000 PERMIT CENTER I�t � E-4 E _ Fil Q ec Col d E- c)� N Z 0 En CO CO Ln CO co , a) y o_ V o � o CO Ly . — H CO m� t m TITLE . ...JOB NO u . 0013522. SHEET 0013522 TOP. TOP Cf SLAB TOP O FT'G FINISH GRADE \ TOP OF DOWEL OF S AB STOP LF FT'G F NF .TOP OF J -BAR.. 0�> NOTE: BASEMENT SLAB MUST BE IN PLACE FRIOR TO FULL BACKFILLNG OF WALL. NO INSULATION BETWEEN BASEMENT' SLAB AND STEM WALL. TOP CF SLAB 11/2 CLEAR 1 - 4 •8 8 O FOUNDATION D TAIL 1 8 3/4 =i-0' II� Uhl A FOUNDATIO D TAIL 19 3/4' =i-0 2x 4 11/2' CLEAR 2X4 TOP PLATE GARAGE DOOR HDR (SEE PRIG. PLAN FOR SUE) NAIL BEAMING TO 14DR UV 8d NAILS + 3' OL. • SHR WALL LOC. UNO. ON BR WALL'. TED. 2 2x4 STUDS -NAIL SVEATHNG W/ ad NAILS • 3' O.C. TO EACH STUD UNO. ON SHR WALL SOLED. NAIL 8d NAILS • 3' OL. • ALL POS., HDRS. L STUDS UNO. ON 514R WALL 50ED. 2 2x4 AT ANY SHEATHING JOINT T. OSB. SHEATHING (MIN./ STHDN STRAP TE ANCHOR (NAIL TO BOARD FOR-L BEND UP AFTER CONCRETE CURES) USE 3,16dX2 118 NAILS EACH uxo. 2 -2X4 PLATES, NAIL SHTG. TO EA PLATE (2) 5/8'e AB: IWMNI' EMBEDMENT UNO. ON SHR WALL .LED. CONTINUOUS FOOTING 5/8'.10' AB. UV 211E+ SA. STEEL PLATE WASHERS • 4' -0' OL. (DIV. 3 SHEET A -I/ EXCEPT AS NOTED ON SMARM, :..:- SCHEgkE l' MN EMBED. 0/.4 BAR TOP 4 VERT. BAR • II' oc, FULL HEIGHT OF WALL (DIV. 3 BEEF A -1/ •4 VE, J -BAR • 6' oc (DIN 3 SHEET A -11 DAMP PROOFING (Dlv.l SWT Al) 4 NORZ BAR • 10' oc 1' -6' O/ERLAP (MN/ (DIV.3 SHEET A -U TIGHRNE 4' 2 W I FT'G. DRAM WFILTER L J N IV. GRAVEL BED. (DN.2 SHEET 4 -U' 1414 BAR CONT.' (DM 3 SLEET A -1/ SOLID SUBSTRATE 4' CONC... OVER 4' ROCK OVER VAPOR BARRIOR \ 5/8'Px10' AB. W/ 2'XYX3/I6' SL2 STEEL PLATE WASHERS • OL. (DI, 3 SHEET A -U EXCEPT AS NOTED ON BEARUAL1 SCHEDULE l' MN EMBED. (21.4 BAR •TOP •4 VERT. BAR D'oc, RILL IEGHT CF H At i (DIV 3 SHEET A -I1 5 VERT. J -BAR • 5 oc (DIN. 3 SHEET A -U •4 1 OR_ BAR • 10 oc (DM 3 SHEET AA/ ' (DIY. 3 SHEET A -U DAMP PROOFING ( DIv l SM Al) ' CLEAR (5/.4 BAR CON. (DM 3 SHEET A -17 SOLID SUBSTRATE 4' CONE. SLAB OVER 4' ROCK OVER VAPOR BARRIOR STEPPED FOUNDATION DETAIL N.T.S. 3/4' =i -0 TYP. FLOOR AMIN PLAN (DIv 6 SHEET FR A -U G PER BLOCKING OvER BEAM BEAM PER PL SCAB TOGETHER LLV NAILER EA SIDE POST PER PLAN OVER NERVESTRAL CONT. FOOTRG PER PLAN MAT FOOTING PER PLAN (27 CONY. •4 BAR A35 RAMSET TO FOOTING FOR POSITIVE CONFECTION. PER JURISDICTIONAL REQUIREMENTS. ' TYP. FLOOR FRAMRYa PER PLMU (Dlv b 5LEET A -U DETAIL($/ 2' -0' MIN 11 FOUNDATION DETAIL 3 2' , FOUNDATION DETAIL k FL:dr 3/4 =t-0 PLAN '1 ' SEE FaNDAT1O61 DETAILS FOUNDATION/FRAMING CONNECTION 3/4' =T c 3 ' 0000-18 � 3/474-o• 03,300-06 00-ea TYPICAL EXTERIOR WALL CONS/M 1CM PER PLAN (DIV.6 SHEET A -D I'. AIRSPACE... 6• BUILDING PAPER HOACED END nASLNRT VEtEER TIE TO FRAMING EV 2 5G_FT_ (DIV 4 Sheet AU M4O4R VEMEER CONT. FLAWING WAIEEP HOLES • 4'-0' OL... TREATED MD sat_ (DM 6 SHEET A -17 SEE FOMiAR. DETAILS, al - F al: RIM BOARD HVRRNG WALL I' AIR SPACE vERFT GRADE CONTOURS NOTE THIS OPTION CAN NOT BE AT SHEAR WALLS' TYP FLOOR FRAM. PER PLAN (DIv.6 SHEET A -1/ TTP EXTERIOR WALL COF157R1CTILN Ffl2 PLAN (DM 6 SHEET A-14 LOCATE nEATHWs JOItT •.... COMMON MEMBER MBER BLOCK.. OR JOIST • WALL VAPOR BARKER DAMP PROOFING (DIN l SW Al ) SEE FOUNDATION DETAILS CONY. SPREAD FTC. FER FLAN (DI, 3 SHEET A- 1) . 45'' EXT. DOOR THRESHOLD DETAIL 3 /4=r -o• HANGER OPTION 1 SLAB CN GRADE PER PLAN (DIV. 3 SHEET . -U VAPOR BARKER (2) •4 BAR CONY. (DIV. 3 SHEET 4-11 EM. DOOR AND FRAME (DIV 8 SWEET A -U DOOR THRESHOLD FLASHING AS REOD. (Div 1 SH a.1 A -17 tERvE °TRIAL FLASH.. 4' LONG SLAB OVER 4' GRAVEL BED (DM 4 SHEET A•U 2. TREATED TRESHOLD TRIM RII JOIST TREATED MD SILL (DIV 6 SHEET A -17 •4 VERT. RE-BAR FR'a1 STEM WALL STLRBED INTO SLAB TYP. FLOOR FRAMING PER PLAN. (DIV.6 SHEET A-17 08-400 - 033 RLL :FAUN TREATS, MID SILL HANGER FER PEG CONE - SLAB DYER 4' GRAVEL BED (Div. 4 SHEET A -14 e TOP LIF FT FNI e s TOP OF FTG FOUNDATION DETAIL FINISH GRADE \ TOP OF DOWEL OP OF FT, TOP CF SLAB TYP. FLOOR FRNING FER PLAN (DIV. Et SHEET A -17 ea. DOOR ATD ERNE (DIV_ B SLEET A -1) DOOR THRESHOLD FLASHING AS R€al. STOP CF , -BAR (DM l SHEET A -17 4ERVESTR41 HTASHPG Q z Z GRADE PER PLAN � E NOTE: FOOTING DOES NOT SLIDE N THIS'' C•DMON, FOOTING SPANS HORIZONTALLY. rz' y nN 'I gi 1 Ii ;, { ...._,.... �9 J i TYP EXTERIOR WALL CONSTRUCTION FER PLAN (DI, 6 SHEET A -I/ LOCATE SHEATH.. JOINT • COPI'ILN MEYEER RAI BOARD LOCATE NEAT.* JOINT • CLMhICN TET7QER ', CRIPPLE WALL PER PLAN ® APA LATERAL RESTRAINT PANEL 1 3 CRIPPLE WALL 0 FOUNDATION 3/8' =i-0' n _3- C. 2 3/4'.1-0' AT BEAM SPLICES USE 2x4 5040 EACH SIDE TIP. FLOOR FRAHM PER PLAN. (DI, 6 BEET A -11 - - TIP. EXTERIOR WALL CONSTRUCTION PER PLAN (DIV. 6 SHEET A -U RM BOARD POST /FOOTING CONNECTION CRIPPLE WALL. FER PLAN, WITH A MN STUD LENGTH OF H' FEE IBC SEC: 2320115' (Div. 6 SHEET A -U SEE FOL RATION DETAIL($/ ° CRIPPLE WALL 0 FOUNDATION Ca330 - 4 2 3/4' =i-0' . 00!00. 53300- 07_TJ1 TYR EXTERIOR WALL CONSTRUCTION PER FLAN (DIN. b SHEET A -U TIP_ FLOOR FRAMING PER FLAN (DM 6 SHEET 4 -0 SOLID BLOCKING OVER SUPPORTS LOCATE SHEATH.. JOINT • COMON MEMBER. R11 BOARD 60 ' CONY SOFFIT VENT I2' RESAIIN PLYWOOD • SOFFIT TREATED MUD SILL SEE FOUNDATION DETAILS 7 15 CANTILEVER FRM'G AT FOUNDATION 3/4' =t-0 06105 - 03300 -0 _TJ FURRING DETAIL TYP. EXTERIOR WALL CO45084TIO4 PER PLANS /DIV 6 BEET A -U 4' CONC. OVER 4' ROCK OVER VAPOR BARER R -I0 RIGID INSULATION 2X10 TREATED PLATE OFFSET 3/4' TREATED MO SILL (DIN. 6 SHEET A -17 r AIRSPACE 1TP •4 VERY. RE-BAR FROM STEM W EL STUBBED INTO SLAB HOST AND BEAM FER PLAN GEIB. TYP. (DIV. 9 51EET,A -17 INTERIOR BEARING WALL . /Div.6 SHEET A -I) Irz'sx 10'AB.• -0' OD (Div. 3 518E A. -I/ EXT. DOOR THRESHOLD DETAIL 3/4 =i-0' 3 /4 =i-0' TYP EXTERIOR WALL CONSTRUCTION FER FLAN (DIV b SHEET A -I/ 4' CONC... OVER 4' GRAVEL EED (DM 3 SHEET A -U TREATED MUD SILL (DM 6 SHEET A -U TIP FLOOR FRAM. FER PLAN /Div. SLEET A -I/ TIP. EXTERIOR WALL CONSTRICTION FER FLAN (DIV 6 SHEET A -U TREATED MID SILL 3/4 =Y -0 PER PLAN 4' 2' -8' . 8' 4 I' - FOUNDATION DETAIL 3/4W-17 FR4MING PARALLEL TO STEM WALL N MxlO' AB. W/ 21105(3/16' SR STEEL PLATE WASHERS s 4' -0' OL- (DIV 3 BEET A-D EXCEPT AS NOTED ON SHEAR UALL SCHEDULE 7' MN EmaED '•4 11081_ BAR 10' 0L.- r -6' CORER OVERLAP /DIV. 3 SHEET A -D I •4 VERT. BAR SAME AS STUB STEEL SPACNS (DIV. 3 SHEET A -U TIGHTEN. DAl'PPROOFNG (DM l SHEET A -D •4 STUB STEEL FROM FTC.• lb' D.C. (DI, 3 SHEET A -11 4' PER. FT'G. DRAIN WELTER N 24' GRAVEL BED (Div. 2 SHEET A -12 SOLID SUBSTRATE (2) •4 BAR COLT (DIV 3 5FEE7 . A -11 62'0x10' AB- W/ 27Q7O/16' SO. STEEL PLATE WASHERS • 4' -0' OL. (DIV 3 SHEET A -U EXCEPT AS NOTED ON SHEARIWLL SCHEDULE l' MN B"iBED- (2)•4 BAR •TOP •4'. VERY. BAR • U' cc, HAL HEIGHT OF WALL (DIV.' 354EET. A -D DAMP PROOFING (DM.1514T AN .4 VERT_ J -BAR • U' oc (Div.''3 SHEET A -17 4 NOR_ BAR •10' oc , 1' -6' OVERLAP HUN) (DIV 3 SHEET A -U TIGHTLNE u n 4' PERF: FT'G. DRAM WiFILTER IN 24' GRAVEL BED_ (Div 2 SHEET A -D (4)'4 BAR CONY. (DIv 3. SHEET A -1) . 50410 SUBSTRATE CANTILEVERED RETAINING WALL CLEAR TIGHTEN. DAMP FROOFA. (DIN l sat AU 'I 2' CLEAR (47.4 BAR CONY. (DIv 3 BLEST A-17 SOLID SUBSTRATE 4' PEW. FT'G. DRAIN WIFILTER .vtis VARIES 3/4'=1;0' SLAB 0 STEM WALL SEE FOUNDATION DETAILS D2000 -270 ®Y=11 mum Ammo SEE FOUNDATION DETAILS POR AND BEAM FER PLAN I,I APPS 1 5 2 Gad I FRAMING /FOUNDATION CONNECTION 3/4 o ;L ;01-0 &_Tai 1 'I FRAMING PERPENDICULAR TO STEM WALL 1 TYP. EXTERIOR WALL CONSTRICTION PER PLAN (DIN. b SHEET A -U LOCATE SHEATHING JONI • COMMON MEMBER. RIM BOARD 033 5B'0x10' AB. UV M'X3/16' SR STEEL PLATE S.&ERS • 4' -0' O.C. (DM 3 SHEET A -I/ EXCEPT AS NOTED ON SIEARUALL SCHEDULE 1' NN EMBED. (2)•4 BAR •TOP •4 VERT. BAR • 42 RILL 1.16147 OF WALL (DN. 3 SHEET A -U VERT. J -BAR • a cc, (DIV. 3 SHEET A-0 4 HORL BAR • IV oc (DIV. 3 SHEET A - U •4 BAR • D (DIV. 3.BEET A U IN 24' GRAVEL BED. (DIv 2 SHEET A -11. TIP. FLOOR FRAMING PER PLAN (DIN. 6 SLEET A -I./ TREATED MAD SILL SEE R A RATION DETAIL /5J Ce317D- 440001 -2t'. TYP EXTERIOR WALL CONSTRUCTION. PER PLAN (DIV 6' SHEET A -1/ TREATED MAID SILL SEEFOINDATION DETAIL($) TTP. FLOOR FRAMING PER PLAN (DM 6 SLEET A -U FRAMING /FOUNDATION, DETAIL 3/4' 4 - 0 0 LOCATE'BEATH,. JOINT • COM'ILH MEMBER SOLD. BLOCKRG • RIM JOIST • EXT. WALL PORT LOAD BEARING FER PLAN 0 4 CD (NI Lf7 4 CD co 0 X CO CO _ Cf> N CV CO TITLE JOB 50 SHEET Di CITY OF TUKWILA AU6 1 6 nu PERMIT CENTER ,I if im 24' MAX E MN BELOW GRADE SPAN NOTE: DELETE RAIL 1114EN FINISHED DECK ELEVATION IS 30' OR LESS - ABOVE FINISHED GRADE. 2xb 2x2 • 5 ITT' OC (CLR DIST. STUN NOT TO EXCEED 4 SOLID BLOCKING OvER SUPPORTS 5/4 x 4 TK CDR DCK'G ATTACH LEDGER 2 RODS OF ITT' LAG BOLTS AT IS: oc TYP. TJI FLOOR FRAMING PER FLAN 2x PON,, WALL '. 4x BEAM FS. TO REDUCE NUMBER OF POSTS • 2 STORY CONDITION OR U.1-IEN POSTS EXCEED 4' IN LENGTH SCAB W/ 2X4 EA SIDE 2x CT GREATER DEPTH THAN JOISTS, FINISH LANDSCAPE GRADE TOP OF PIER FLUSH WITH FIN SUB GRADE (3' BELOW FINISH LANDSCAPING, 3 TYR DECK CROSS SECTION 3/4=T -0' ON SOLID SUBSTRATE 3/4' =* O RAPPEL EXTEND b' ABOVE BATT. ML OR U ABOVE BLOWN NSW_ TYPICAL ROOF CONSTRICTION 2' MIN CLR FOR vENTNG 2X BES LKING UAW (31 VC o uoL OC wTH SCREETI SEE ELEVATION EXPOSED TRES TAIL TIP. GUTTER FASCIA FER ELEVATION (TYP. EXTERIOR WALL CONSTRUCTION, FLASHING (DM 'TWEET Al, DBL OR GIRDER TRIM: (PER FLAN, MP/ ROOF CONSTRUCTION FRAME OVER WALL DETAIL FRAMING PER FLAN BEAM PER FLAN RAFTERS PER PLAN SECTION ® BEAM STAIR SECTION DETAIL 3/4 =f -0' HI s g8'O.C. AT OUTSIDE FACE 6 WALL 2' MIN. CLR FOR VENTELATION D2000 -270 TYPICAL ROLF CONSTRICTION TYPICAL FLOOR CONSTRICTION itallbak Vi4b E, .TED RAFTER TAU ` PER PLAN T1P.GUTIER FASCIA PER ELEVATION TTP EXTERIOR WALL C.STRICTIL N HI • 48 Oa AT OUTSIDE FACE CF WALL WO ON SPEAR WALL SCHEDULE 2X BLOCKING WITH (3, 2' W ES IOW SCREEN SKYLIGHT FLARE WELL DETAIL WALL STUDS BEYOND DBL DST. BLOCK AS NEEDED SEE PLAN SEE PLAN FOR TIP. RISE 4 RN DIMENSIONS 3/4' PLYWOOD RISER I I /8' HARDBOARD TREAD WITH EASED NOS. 3 1x STRINGERS TYP. UNTO. CENTER FIRMER WITH .2 - 2x4 STROG BALK TTP. NAIL WALL STRINGERS W/ (21 1681 TO WALL STUDS 5/8' TYPE 'X' GIUB. AS RECUIR'ED SEE NOTES BELOW 2x KICKER PLATE. L HEADROOM MIN b' -8, WDTH MIN 3' -0' PER 4- INSTAL FIRE BLOCKING a STRRGERS TOP MO I00bS 1 BO TTOM !ADJACENT WALL(S,,PER UDC 1. TREADS S MIN DEPTH; RISERS D MAX HEIGHT SEC. 7082 B. HANDRAIL MM 34' TO MAX 38' ABOVE TREAD 5. COVER USA SPAC UN STAI WITH NOSING. HANDRAIL I I, MRL TO 1' MAX CROSS 50 TYPE 'X' GOB., USE 7 LATER SECTION DIMENSION 4 I ITT' MIN CLEAR FROM CEILING AREA -. PER UBC 100333.9 WALL RETURN RAIL ENDS PER UBC SEC 1006.9 6. INT BALLI5TER5 SNALL BE 5PACE0 4' . APARR H OPENPIG PER UBC SEC 5093 O °GABLE END DETAIL 3/4 -0 cry - }v 3/4=T -0' TYPICAL RO F CLIBTRICTION TRIM FER ELEVATIONS BARGE TYP. SEE ELEVATION 2X4 BdCKER FOR BARE - NAIL THRU SHEATHlG W114 Ibd • OL TIP. 2x4 OUTRIGGERS •.4' or- WTH 2x2 BEREEN FOR TRIM BLOCKING AT CEILING LIE 2x4 LEDGER a NT. CEILING LICE (TIP. EXTERIOR WALL CONSTRICTION) BALLOON Rum GABLE END WALL 1 O1 -Or o-C 3/47 EAVE DETAIL 3/4 =f-0' O EAVE DETAIL EAVE DETAIL 3/4W-Cr EAVE DETAIL 3/4W-0' °VERNA,. PER FLAN BAFFEL EXTEND b' ABOVE BATT. MSUL. OR ABOVE BLOWN NSUL (TIP. ROOF CONSTRICTION, 1' MN. CLR FOR VENTING HI • 48' O.C. AT OUTSIDE FACE OF WALL UVO ON SHEAR WALL SLFEDU.E 2X BLOCK AIL (311' • HOLE WTN SCREEN '.. SEE ELEVATION EXF'O5ED TRUSS TAIL MP. GUTTER/ FASCIA PER ELEVATION (TIP. EXTERIOR WALL CONSTRICTION) RAPPEL EXTEND 6' ABOVE BATT. NSUL OR IV ABOVE BLOWN NSUL (TYP. ROOF CLNSTRICTICN / 2' MN. CLR FOR vENING N I•48 00. AT OUTSIDE FACE OF WALL WO UN ' SHEAR WALL SCHEDULE 1X BLOCKING WITH (312' • HOLES WITH SCREEN ,SEE ELEVATION EXPOSED RAFTER TAIL. BIFFEL EXTEND 6' ABOVE BAT, Mt. OR U' ABOVE BLOWN INSUL. MR. ROOF CONSTRUCTION, 2' MPL CLR FOR VENTING N I • 48' 0.L. AT CUM. FACE OF WALL UNTO ON SHEAR WALL SCHEDULE 2X BLOCKING WTH (3) 2' • H OLES WTH SCREEN EXPOSED TRUSS TAIL MP. GUTTER/ FASCIA PER ELEVATION TYPICAL ROOF CLNSTR1GTICN 3/4".1-0 GABLE END DETAIL 1' MN CLR FOR vENNG N I • 48. O.C. Al OUTSIDE FACE OF WALL UNTO OI SHEAR WALL SCHEDULE 2X BLOCKING WITH (311' HOLES WITH SCREEN 2X8 BLOCK*. TIP. EXPOSED RAFTER TAIL TIP. GUTTER ASCIA PER ELEVATION TYP .1E - NCR WALL CONSTRUCTION Q5100.0 300 (TYP. GUTTER, FASCIA PER ELEVATION (TYP. EXTERIOR WALL CCNSTRUCTILN/ 0 (TTP. EXTERIOR WALL CONSTRICTION/ 'TS- i - 073 CH RECEIVED CITY OF TUKWILA AUG 1 6 2000 PERMIT CENTER TITLE JOB. NO. SHEAR WALL ° PERPENDICULAR TO FLOOR JOISTS 3/4W-0" 1 T7o- o.?wo -1e D2000 -270 SHEAR WALL EXTERIOR SHEAR WALL PERPENDICULAR TO FLOOR JOISTS °PERPENDICULAR TO FLOOR JOISTS O TO FLOOR JOISTS ® FOUNDATION 3/4'41 -0' 3/4'= f-0' t7070-0 -oi 3 /4 =T-0' r 7r 3_v -tr SHEAR WALL PARALLEL TO FLOOR JOISTS 3/4' =T-0' BOTTOM PLATENAILING FER SHEARUALL SCHEDULE PANEL EDGE a FIELD NAILING PER SCHEDULE TJI FLOOR JOISTS PER RAN, ALIGN TJI FLOOR JOIST W WALL TOP PLATE NAILING PER SHEARWALL.SCHEDUL.E TYP- TJI FLOOR CONSTRUCTION TTP. WALL CONSTRICTION URTHf WALL SHEATHING PER SCREDILE NAIL FLOOR SHEATHING THIS AREA OM 10 d •6' EWES 10 de BY or.. FELD BLOCK ALL EDGES 10d sb'oc. PLYWOOD TO BLOCKING BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE PANEL EDGE a FELD NAILING PER SCHEDULE TJI BLOCKING BLOCK ALL EWES PANEL EDGE a FIELD NAILING PER SCHEDULE TOP PLATE NAILING PER SHEARUALL SCHEDULE TYP. WALL CONSTRICTION WITH WALL SHEATHING PER SCHEDULE SHEAR WALL PERPENDICULAR C) TO FLOOR JOIST - OFFSET CONDITION 3/4'=7-0 NAIL FLOOR SHEATHING THIS AREA NTH 10 de b ca. EDGES 10d ®I0' FIELD BLOCK ALL EDGES BOTTOM PLATE NAILING PER SFEARUALL SCHEDULE PANEL EDGE ! FIELD NAILING PER SCHEDULE TJI FLOOR JOISTS PER RAN TJI BLOCKING s ALL PANEL EDGES PANEL EWE l FIELD NAILING PER SCHEDULE TOP PLATE NAILING PER SHEARUALL SCHEDULE TTP. WALL CONSTRICTION WITH 'WALL SHEATH.* PER SCHEDULE PANEL EDGE l FIELD NAILNG / PER SCtiEDRE DOUBLE STUDS AT HOLDOIN CGwRICN TYP. WALL CONSTRICTION IUTN LLIALL SHEATHING PER SCHEDULE TIP_ TJI FLOOR CONSTRICTION SR7P.�ON :HCILDONN PER FLAW AND SHEARUALL SCHEDULE SIMP'.aON HOLDOW STRAP PER PLAN AND SHEAR WALL SCHEDULE SEE ARCHL DETAILS FOR FOUNDATION COHDRICNS ANCHOR EOLT FER;SHHEARUALL SCHEDULE SHEAR WALL PARALLEL © TO FLOOR JOIST- OFFSET CONDITION °SHEAR WALL HOLDOWN L 3/4'4 -0' 3/4 -T-0 TOP RATE NAIL. PER SHEARWALL SCHEDULE BOTTOM PLATE NAILPYx PER SHEARUALL SCHEDULE 10 d + b 0c. PLY¢D- TO RBI JOIST TYP EXM OR WALL CONSTRICTION WTI WALL SWAN. PER SCHEDULE TYP! TJI FLOOR CONSTRICTION 2x4 PANEL EDGE BLOCKING EXTERIOR SHEAR WALL ® PARALLEL TO FLOOR JOISTS 3 /4 =T-o CANTILEVERED FLOOR JOIST 3/4•=1-0" 3/4W-0" SHEAR WALL SHEAR WALL PERPENDICULAR TYPICAL WALL CONSTRICTION WIN WALL SHEATHING PER SCHEDULE TYP. TJI FLOOR CONSTRUCTION BOTTOM PLATE NAILING PER SNEARUALL SCHEDULE TOP PLATE NAIL. PER SHEARUALL SCHEDULE ANCHOR BOLT PER SCHEDULE SEE ARCH. DETAILS FOR FOUNDATION CONDITIONS SHEAR WALL PARALLEL TO FLOOR JOISTS ® FOUNDATION 3/4=1-0" 17070 a.Ze -cz TYP. TJI FLOOR CONSTRICTION TYP. EXTERIOR WALL CONSTRICTION WITH WALL SHEATHING PER SCHEDULE CRIPPLE WALL CRIPPLE WALL (DIV. b) BEAN. PER SCHEDULE PANEL EWE l FIELD NAIL. PER SCHEDULE ANCHOR BOLT PER SHEARUALL SCHEDULE SHEAR WALL 0 CRIPPLE WALL INTERIOR 3/4'=/-0' SEP 15 2 (2)'4 BAR CONT.'(DIV 31, I _ f' . . 175' -.' STANDARD SHEAR DETAILS SCHEDULE NOTE= ALL IPEOR1ATION ON THIS SHEET 15 NOT NECESSARILY INCORPORATED INTO PROJECT_ COORDINATE WITH PLANS- fl RECEIVED CITY OF TUKWILA AUG 1 5 2000 PERMIT CENTER SHEET TJI JOIST DETAILS STRAP PER FLAN STRAP FER PLAN TJI BLOC.. BEAM PER PLAN TYP. WALL.CCNSTRICTION WITH WALL SWATHING PER SCHEDULE HOLDOWN STRAP ® FLOORS 3/4 " =T-0' 17o7o- 11e17c -20 SFEARUALL PER PLAN AND SFEAREALL SCHEDULE DCUELE STUD BOTTOM PLATE NAILING FER SHEARUn1.L SCHEDULE HOLDOWN STRAP AT FLOORS 3/4"4-0" O HOLDOWN STRAP AT CRAWL SPACE 3/4W 17070 - 05110 -29 TYP. UTAIl CONSTRICTION WITH WALL SFEATI G PER ...LE TRUSS PER PLAN WITH SHEATHING PER SEARUALL SCIEWLE I6d TO MATCH SHEAR - WALL NAILING BELOW 1X2 WITH Kd TO MATCH SHEARUALL NAILING BELOW PRO TOP PLATE O INTERIOR SHEARWALL TO' ROOF COND. 3/4'=f - 1750005100.06 (2) STUDS aT EACH STRAP BOTTOM PLATE NAILOG PER 51 EARUA-L SCHEDULE STRAP PER PLAN SWEAR WALL SCHEDULE 1 -V4' TPEERSTRAb:LSL R11 BOARD PAEL EDGE FIELD NAILPG PER SCHEDULE TIP EXTERIOR WALL CONSTRICTILH W. WALL SHEATHING PER SCHEDY.E TAP. TJI FLOOR CCNSTRICTION DgB1.E STUD BOTTOM PLATE NAILIG PER SHEARMLL SCHEDULE BLOCKNG AND FILLER BLOCK DOUBLE JOST OR BEAM FER PLAN '... W d • 6 0.C. ir 4' -0' NTS Ix4 FLAT BLOCKING NAIL STRAP W( 8d COMMON. B ac. SIMPSON 0516 STRAP x18' LONG, LAP. 4' ONTO WALL OR BEAM AND NAIL WTN Sd COM.14 • 4' oc. DRAG STRUT CONNECTION 3/4 =T-0" D2000 -270 SWAMI. AND NAILPG PER SHEARUALL SCHEDULE 7X6 BLOCK]. ROOF SHEATHING AND HAILING PER PLAN AND SHEARUALL SCHEDULE. 7X4 LEDGER (7)1b d EACH STUD. (7) I6 d EACH BLOCK UPPER WALL TO LOWER ROOF CONNECTION 3/4' =1-0' o70 17000 -DS OO CC r g i ll PER PLAN El OP°°D ROOF CONDITION rove Na d NAIL • 4' oc •EAOUTRIGGER B d NAL •6' oc TO TOP PLATES ELOCKING ® SHEAR WALL 3/4'T -0 C2716 _ Sd NAL a4' oca EA CVIRICWER Sd NAIL " b' oz. TO TOP CHO('V 4 BLOCK@. 1x BARGE t Sc3 EMI 1x4 BACKERTORBARGE NAL THROWN SKIP 514E4714 HG WITH Ibd 1X4 CUTRIGGE% • 4' OE. UN JOIST HUNGER 11.55 GABLE END MISS A35 CLP PER SWARIALL SCHEDULE TYPICAL ROCP ME RIC . TIM. EXT... WALL C...CT. um MU_ 5.01.65 PER SCHEDULE 2X4 OUTRIGGERS •4' OL. WITH JOIST HANGER *TRUSS . T m._ ROLF cash 1cnce4 TYP. EXTERIOR tau. cONSTRIcTION W i1ALL SHEATH!. PER SCHEDULE GABLE END TYPICAL ROOF CONSTRUCTIpJ (318 d TOENAIL • TRUSS 1 s 8' of BL5030 OCKUJG 4 TO TOP PLATE. S.d I oc aBLOCKNG: BLOGCPJG PER ARCH DETAILS .. ►,4\ ISEEELEVATION J .HER PLAN PLYWOOD ROOF CONDITION 3/4".1 I7.EV 1as TE a EA TRES LS301 oc 8d s.6' ocs BLOCKING, BLOCKPG_FER ARCHL DETAILS A35 CLIP ifIll''' PER wcA u1L SCHEDULE ` OF I L Aa I_A I OVERHANG I DMILA APPROVED ° R I . SEP 1'5 2000 •PER FLAN 1 I LL TYP EXTERIOR WALL CLNSTRICTRJNI _DING eIVISi .. -- WM WALL.SHEATHING!PERSCHEDULE: SHEAR WALL © EAVE 3/4'4-0" TM. EXTERIOR WALL CCNSTRICTICH WITH WALL SWATHPG PER SCHEDULE TYPICAL RCCF CONSTRICTION Amon /al l CITY OF TUKWILA ,a 0 ,4 ,4 6 2000 PERMIT CENTER JOB NO. TITLE SHEET TJI JOIST DETAILS STANDARD SHEAR DETAILS & SCHEDULE NOTE: ALL ITFOR'IATION ON 1W15 '.SWEET 15 NOT NECESSARILY INCORPORATED INTO PROJECT. COORDINATE WITH PLANS co 9 CO iva G7 to LJ� C. ' a �.� c 0) N to LU d' Lf) 5 SHEARWALL SCHEDULE 01X14 -93 SRN 3 11VN 9NI11VN 3903 1 �71JI11VN 01311 -: 91910019 3903 906 51109 -. -_ -- 31094 1116 BLOCKING TO TOP PL. NAILING 2x JOIOT8 -- - BLOCKING TO TOP PL, 641116G 1J1 ±01616 11±11166 31614 W01109 '46 90 N0120111099 ?9' m 0601 9190/10110 GI -1 GI -4 62.1 G2 -4 PI -6A PI-6 F1.4 P PI- 310 I -3 0' GOB ONE SIDE GUB OHS: 5/6. OR SIDE 5d ' OVER FOR IR' r a r a ss v m m `. r v r a r a e• . r 0 m -- - YES . YES YES YES YES 1 YES YE5. YES TE5 USE 3x YE5 YES NO 5B' • 48' 5B' • 46' 5B' • 46' 5B' a 46' 5B'•45''.. 5/8/ • 48' 52' • 32' : 5B' a 24' :. 5/8 24' SB''e 16' STUDS ,.. 5B' • 16' 5B' a W' 5B' s 48' A35 NAIL a 42' A35 33' 20' 20' 'l' i4' 12' 3 CLIPS sky A35 CLIPS e8 . - -... A35 CLIPS e1. A35 CLIPS •5' W' I6d a 12'. 16d • 10' 16d a 8' I6d • 6' 16d • 5' 16d • 5' 16d • 4' 16d • 3' S d a 25' (2/ ROUE _ 6d -e 5' .:(2) ROW, 16d a 4' (21 ROLE Ibd • 3' Ibd a 5' 16d eQ' : I0 I6d ' 16d a 6' Ibde 5' I6d e5' Kd • 5' 16d e4' I6d • 3'.. 16d • 5' (2) ROWS Kd a 4' STAGGERED DBL RM (2)R L Ibd a 4' DEL RED (2) ROWS Ibd a 3• STAGGERED DEL. RIM 1661 • 5' we RF' ' US FLF 60 FLF 240 PLF 350 PLF 450 ELF 545 PLF 585 PLF _. -... 100 FLF 900 FLF 202 PLF N' GUB TWO SIDES OR 5B GUB ND SIDES bd ' ', COOLER FOR 50 ONE SIDE -USE ID STUDS PANEL EDGES F1 -2 P2 -4 P2-3 USE 3x STUDS 1/16' OSB. TWO 50E5 STAGGER SHEATHING JONTS UV(2) STUDS • PANEL EDGES U/541-4 ' UEYERHAUSER: HARDBOARD, SIDING R PORT 9iP Cd CLTUtOP: r O lar I II irk c TTF AT SEARWILL DESK4447.s SHEAR WALLS Seals USW-O' UPPER a .� ® ■I • # — 1 , I Ma �� R �® irMeisit HEM 1111111.1106- s, Imo /NM II ALE 1" aft PI -6 1 52 T .•a TH. aAII 1 �� 1L`�1 In► 11 71 l el — "���` HOLD BACK STUD TO ALLOW FOR CONTINUOUS SH 45 EATHING FLOOR SHEAR WALLS T1P AT SHEARIWLL DESIGNATIONS seals m...NV EP L EEL CEP 1 5 2Ouu t;J i U _:, c NVISi` , RECEIVED CITY OF TUKWILA AUC162000 PERMREN CTER SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS TTTL JOB NO. 0013522 SHEET 0013522 4LL L.1 r t Wi 6i LOWER SHEAR WALLS seats invo -o• FOUNDATION SHEAR WALL S a 1/8. -0• 10•9021T SYMBOLS & LEGEND POINT LOAD FROM ABOVE (j` POINT LOADFROM ABOVE W/ LOADING POINT LOAD TRAISFERING DOWN POINT LOAD TRANSFER*. DOWN W/ LOADING H ANGER ?. PONT LOAD:TRANSFERED BY KICKER �p HOLD DCWJ WITH SIZE DESIGNATION _ VERTICAL STRAP WITN5IZE ESIGNATION TO BE USED CN' FLOOR BELO HORIZON STRAP WITA SIZE DESIGNATION 0 INDICATES BEAM CALCULATION WITH UM INDEXED NUMBER EXTENT OF Si4EAR WALL TYPE .OF SNEAK WALL ' i WALL ABOVE i==t WALL BELOW.. N Tom UNLESS OTI-ERWISE NOTED, ENGINEERING AND CALCULATION ARE NOT PROVIDED IN THESE'' DRAWINGS. WI SOLID ELK. DE SHEAR/ALL ABOVE SOLID ELK* INDE R SHEARWALL ABOVE MAIN FLOOR SHEAR NOTES UNLESS OTHERWISE NOTED DESIGN CRITERIA I. SEE CALCULATIONS FOR DESIGN CRITERIA GENERAL NOTE I. ALL SHEARWALLS SHOWN OH THE FLOOR PLAN', ARE FOR WALLS ON TWAT LEVEL (TYPICALLY 51401IN SHADED). 2. ANCHORAGE'S IS FOR SHEARII.IALLS(PANEL52 ONLY, WHERE PORTIONS OF WALLS ARE HOT DESIGNATED AS SHEAR PANELS, NAILS MAY BE SPACED s I6' OCIMIN) PER TABLE 23- II -B -1 OF U.E.C. 3. WI PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS THEN. SHEAR DETAILS DO NOT APPLY. FOLLOW MIN. U.S.C. REQUIREMENTS. 4. PROVIDE TWO STUDS AT ALL HOLD DOILN LOCATIONS. E. SEE MANUFACTURER'S REQUIREMENTS AND DETAILS FOR EACH TYPE OF HOLDOWN, STRAP, AND CONNECTOR FOR PROPER INSTALLATION. 6: ALL PLYWOOD OR GYPSUM SHEARWALLS SHALL BE APPLIED HORIZONTALLY: OR VERTICALLY ON STUDS.. EDGES SHALL BE STAGGERED. AT CENTER OF STUDS AND BLOCKED, PER SCHEDULE. 1. DO NOT OVERDRIVE NAILS INTO SHEATHING: E. STAPLES OR SCREWS ARE NOT AN ACCEPTABLE ALTERNATIVE 70 NAILS FOR DESIGNATED SHEAR WALL PANELS UNLESS PRE APPROVED 6Y THE BUILDS.* OFFICIAL ROOF 4 FLOOR SHEATMN 1. ROOF SHEATHING: 1/T6' 0513 APA RATED SHEATHING (24/07 LAY UP WI MINIMUM 1/8" CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION NAILING SHALL BE Ed AT 6' oc AT PANEL EDGES AND 12 oc AT INTERMEDIATE SUPPORTS. PROVIDE EDGE CLIPS a 24' OC. * ALL UNSUPPORTED. EDGES. ALLOWABLE DIAPHRATI SHEAR = 160x0$2= 142psf 2. FLOOR SHEATHING :.3 /4' GDX TIG APA RATED PLYWOOD (48/242 NAILED AND GLUED. ADHESIVE SHALL CONFORM TO APA SPECIFICATION AFC. 01 PROVIDE T4G EDGES AT LONG PANEL EDGES. NAILING SHALL BE 1001 AT 6" oc AT PANEL EDGES AND 10" oc AT MTER'JMEDIATE SUPPORTS: ALLOWABLE DIAFEI2AM SHEAR= 26x082=111psT 3. PLYWOOD SHALL BE LAID II/ FACE. GRAIN . PERPENDICULAR. TO SUPPORTS AND END !, TYP AT SHEARMLL DESIGNATIC S 1PI -6, D2000 -270 TYP AT NBARWALL DESSNATICTS