Loading...
HomeMy WebLinkAboutPermit D2000-287 - HOLTTUM SHORT PLAT - LOT 1 NEW SINGLE FAMILY RESIDENCEHOLTUM -LOT 1 5343 S 140T" STREET D2000 -287 ' City of Tukwila � °v Community ent / 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: Signature: 167040-0214 5343 S 140 ST NSFR DEVPERM GAS 001 North: UNKNOWN Contractor License No: OCCUPANT HOLTTUM SHORT PLAT - LOT 1 Phone: 5343 S 140 ST, TUKWILA WA 98168 OWNER OLYMPIC DEVELOPMENT NW INC ` Phone: 206-246-0055 PM BOX 69736, SEATTLE WA 98168 CONTACT 'ARYL TAPIO Phone: 206-246-0855 PO BOX 69736, SEATTLE WA 98168 ^*+********+k******+*kk*k****^*k*******k***a*****ko»****+kmkkw*****+*k+*kx*xkk*+*ok*: Permit Description: CONSTRUCTION OF A NEW 1887 SO FT SINGLE FAMILY RESIDENCE ND A 440 SQ FT ATTACHED GARAGE- , PUBLIC WORVS ACTIVITIES INCLUDE :ACC S3,LAND ALTE- RING,STORM DgAIN GE,SANITARY'SIDESEWER AND 3/4" DOMESTIC WATER METER. REFER ER TOUTILITY EASE- MENTS RECORDING NOS.20000719000858 AND 2000091800IO20 FOR STORM DRAINAGE CONSTRUCTION. **********4(o*****�^****�****^***+***^^k*A*w*m**A�'******w*****w**mA�*****�*x**���k*** .' Construction l yalua�j _un: $ 171.238'50 PUBLIC WORKS PERMITS: )(Neter Meter Permits Listed Separate) Eng. Appr: JJS Curb Cut/Access/Sidewalk/CSS: Fire Loop Hydrant: Flood trol Zone: .Hauling: Land Altering: Landscape Irrigation: tiun: Moving Oversized Load: u«ers a : Sanitary Side Sewer: Sewer Main 'Extension: Storm Drainage: Street Use: Water Main Extension: private/ k***+*»***************+***a********Ickw***********k+******k**a*kk******kkkovk*****k** TOTAL DEVELOPMENT PERMIT FEES: $ 2,662.97 *w***k*******+****k**w*******kkA*****k Permit Center Authorized Signature: DEVELOPMENT PERMIT IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT I3 PROCEEDING AT THEIR OWN RISK. .0 South: Sewer: Slopes: Occupancy: UBC: Fire Protection: .0 East: .0 West: .0 No: Start Time: Cut: Start Time: No: l Private: N N Permit No: Status: Issued: Expires: Streams: (206) 431-3670 D2OOD-287 ISSUED 10/05/2000 04/03/2001 DWELLING 1997 Size{in): .00 End Tim=: 30. ^ 'Fill� End Time: Public: N Public: N Date: I heraby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. Th0 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 wo`k. I am authorized to sign for and obtain this development permi Date: _ Print N sme:_ _ERIC H�~__�� This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. ************** Aa"***++ ^\' . ; real ` § W ill CO IL i O co D , 0 0 I- ~~! �0 : 1: ' • z, P. o "_ @ �-�' —~- Fermi t No 02000-287 Status: ,., :ISSUED to Address: 5343 S 140 ST Location: Water Meter Type: >'; Water Meter Size.; Quant Work. Order Connectioy..Fees Instal 1 , De.pos- Add' 1 Insta 1 1ADe,pos i t Plan Revrigw `ee: r Inspedttio0`' Fee Water Iairn On F,ee Special : ,Assessment :" Other Fee =: WATER METER SUPPLEMENT DEVELOPMENT PERMIT 204Y . ;60 0 $150 '0O $10.00 $15 .0 0 $�5 00 METER .B WATER METER Appl ied Date: 09/01/2000 Issued Date: < 10/05/2000 s O 0 $ . 00 $. :OO $ . 00 $ 00 $ 00 $,. 00 $ :00 $ ;00 t $.00 $ 00 $ .00 $00 �. $ . U0 . 00 n' , � ,i $.00 . W co U W O' cn J W Z� j LU co W W V Z, N 0 0 CITY OF TUKWILA Address: 5343 'S 140 ST Permit No 02000 -287 quite Tenant: Status: ISSUED " Type: DEVPERM Applied: 09 /01/2000 Parcel lt: 167040 -0214 Issued: :10/05/2000 4K k k* * * * *•k* * * * * *** k*• k• k****• k-k * * * ** *•k* *•k **•k•k k•k•k•kk *k•k * ** *•k•k k* A . k•*** AA •k* Permit Conditions: 1_ _ No..-changes will be made to the plane unless approved by the - Engineer and the Tukwila Buldirg Division ..2..Engineered truss drawings and, calculations•shall be on site and available.. to the bu•ilding inspector' °•for inspection purposes. Documents shall bear the seal .and',`signature of a Washington State- Professional Engineer All construction to be done in conr'or mance ,with approved 'Plans and requirements ' of the.qnifor T Building Code (1997 Edition), ; :as amended; Uniform Mechanical Code (1997 Edition) and Washington State .Energy ?Code (1997 Ed i ti on ) • V a l i d i t y : of " Permit. " The ; issuance ;o of a permit or";:approva plans specifications, and' computations shall " "not be con- strued to be a permit for? or an . approval of, any vi o l at i`o of an " bf : < provisions of the.',; building code or of any other ci of t jurisdiiction , No permit p resuming give;'auth,or,•ity' to violate or,cancel the provisions of this coder sftial be° val id . All ; permit,s, ,;inspectr r ecor dsy, and approved plans shall" available at'..the prior to the start of any' struction. .. These documents '-.are to the mainta i ned and ava 1- able; until finalP.insp:ecti'on approva=l is granted. WATER HEATER 'SHALL ANCHORED`;.TO.,RESIST'; EARTHQUAKE, U U. 510 5. Contractor .l sha l notify Public ._ Wor ks Uti 1 i Inspector at '206 -433 0179 of commencement and completi on of work'a't: leas t`r 24 hours in 'advance. Temporary >; erosion ,control measures shall. implemente the first order of; business ,to ": pr.,;event ' sed i menta't v on 'off- site or intoe_ xisting storm drainage, facilities The site sha.l1.';have permanent 'erosioncontrol measures in place as soon' as. possible after Final ;grading h,as .been completed and prior to the'Final Inspe•ction.: 10. FROM OCTOBER 1 THROUGH,APR1L 30, COVER•ANY SLOPES AND STOCKPILES THAT ARE 3H IV .OR ' S,TECPER AND :•HAVE A VERTICAL RISE OF 10 FEET OR MORE AND WILL FOR GREATER THAN 12 HOURS. DURING THIS TIME PERIOD, COVER OR MULCH OTHER DISTURBED AREAS, IF THEY WILL BE UNWORKED MORE THAN 2 DAYS. COVERED MATERIAL MUST BE STOCKPILED ON SITE AT THE BEGINNING OF THIS PERIOD. INSPECT AND MAINTAIN THIS STABILIZATION WEEKLY AND IMMEDIATELY BEFORE, DURING AND IMMEDIATELY FOLLOWING STORMS. FROM MAY 1 THROUGH SEPTEMBER 30, INSPECT AND MAINTAIN TEMPORARY EROSION PREVENTION AND SEDIMENT Al LEAST MONTHLY. ALL DISTURBED AREA OF THE SITE SHALL BE PERMANENTLY STABILIZED PRIOR TO FINAL CONSTRUCTION APPROVAL. 11. Work affecting traffic flows shall be closely coordinated with the City's Utilities Inspector. Traffic control plans , shall be submitted to the Inspector for prior approval. Description of work to be done: ui zD ■f.0 1 . 1 w64-E I-7 -ih•r /e- X.J' /At A/c /C Type of work: C i ew Single - Family Residence ❑ Addition - Single- Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure' ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) in Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: U Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Tax Parcel Number: /6 7 05lo 02 /1 Proposed New Square Footage: /187 sq. ft. Dwelling sq. ft. Covered Deck(s) *0 0 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Phone: (g /C) Zy(o 'O G SS Floor Area Ratio: (total floor area of all structures divided by the area of the lot) ...?6 /o Fax #: ao0 2.e/6-6033 Phone: CSaw41/ *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. Project Name/Tenant: /4 / Value of Construction: frl 4 2;3 Site Address: _c3xx S. /�/o /I' Si /u,4 -' AM City State /Zip: 413 /(v� Tax Parcel Number: /6 7 05lo 02 /1 Property Owner: Oe ym O /c. I),EVt I. oP «t'✓ T '✓t,, /4/41 Phone: (g /C) Zy(o 'O G SS Street Address: City State /Zip: / o. /..o) G 9 3 /4 , �w.:4-,...:4 1,4/, 9`Y ;8 Fax #: ao0 2.e/6-6033 Phone: CSaw41/ Contractor: C coxtl.! S Street Address: City State /Zip: Fax #: Architect: T�ESI7 .►re /�w�s T Pho e: �I6 o) Z(oo ;176 6 Street Address: City State /Zip: / 2 ,✓F y 0aL AN£ 41 I7 1/4Hlouv4t 61/09 9 IZ— Fax #: $ 6) 26 d - /%/6/ , Engineer: "or p „,c,sa-,z/,..6 Phone: ( s 3) 9 e% - ,9/) Street Address: City State /Zip: .SS" /S S...7od 6 /L. 44-.4/Iu .AA 4re9 99ao/ Fax • _. S3) M - 960 Contact Person: _.1A/ - 774,04, Phon : (2.06) ‘4, - 0 o53 Street Address: City State /Zip: D, !Z x 6 97 6 ..f i-iz, c. ii /6f Fax #: (7,1C.)2.4 — 6633 CITY OF TUKI A'`'LA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 SFPERMIT.DOC 2/13/97 TAFF USE ONLY Project Number: Permit Number: ` Single - Family Residential Permit Application Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST. FOR PUBLIC. WORKS SITE/CIVILPLANREVIEW OF THE FOLL'OWIN (Additional reviews shall be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: O ID 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 0 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 application accepted: / -rev Date application expires: Appllca ion taken by: (Initials) T PLEASE SIGN BACK OF APPLICATION FORM V#041try w1P:WSMnNopwarwexturtowv z I i- ~w M 00 CO WI CI) a. w g Q = d z = F- H O z I— w • w O • N O 1-- W W I—. O iii z 0 - 0 1- z BUILDINQ.OWNE :O - , UTH • - ED AGENT: Signature) Na.,� Date: 9' a Print '� ^ (, 97J /� / /G Phone: ' 7 L 4 00 City /State /Zip: Fax #: 2i (o 2 do .73 Address: 7 D , ALL SINGLE- FAMILY RESIDEN. ' L PERMIT APPLICATIONS MUST BF..,SUBMITTED WITH THE FOLLOWING: DRAWINGS PREPARED B A REGISTERED ARCHITECT OR PFt ESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ 11 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. S. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ ❑ Foundation plan and details ❑ ❑ Floor plan ❑ ❑ Roof plan ❑ ❑ Building elevations (all views) ❑ ❑ Building height ❑ ❑ Building cross - section ❑ ❑ Structural framing plans and details necessary to completely describe construction ❑ ❑ Washington State Energy Code Data (Gas/Electric /Oil /Propane/Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ Cl If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building /Authorized Agent If the applicant is other than. the owner, registered architect/engineer, or contractor licensed by: the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application. and obtain the. permit: will be. requiredas part of this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF Y BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPERMIT.DOC 2/13/97 z ~ W re 2 _U 00 N 0 J = I— �w 0 2 CO D w H = z � I- O Z • Lu D O U p i- W LL z U 0 - z �M •iiS kofAkA•k*ti•k•k *AA*kAA•A•hkhhA:1•k:' A4. :l•k.t*A 4:%III'41c•*A : Y 1•t4.i;l*A,'*•kll4k5t•*kA CITY OF iui iiL.A, WA Re pr•ii tcd 1014tr00 J.3e22 1PANE;MiT *'kk•4A:k•1A** *k:1•k•k *%*..AAl••*••AA*ktA*'A•k:' AA'*•kh:t•A4' k :14.•4 *•4*- k4.4k:i. IRANSNIT" ?lumbe.r ; P98C'()369 Amount: 1.754.95 i /05 /U0 13:22 PRVITIO it ' Method: (I1ECK. I4 .ation: pl_YilPIC OEVEI:OP14 In•ila: 1 3LH mi t No: D2000-28' Type I)EVPFR14 DEVELOPMENT PF:1Hi'1I'F F' ar're'I No: . `I 6,1040 .:0214 S ite Address: '13413 :S 140 ST Total Fees~ 2,662.97 This Payment;, 1,754.95 Total ALL Pmt":s: 2 .62.97 13xl a'Y1'cer, .00 4 * A•.**4 Ak * *A4AkA40. * *'4kke1*A*0* 444•.4 *4 *:444: d*A1.**•44*4* * *h *kkicIki Account Code 0escript;ion Amount 000/345. f130 PL.FiN CHECK - ?4CINPES .908.02 000 BUILDING •_ RES ----- 1„3 96.93 000/34.5.830 f'L.A14 CHECK - RSS: nt}EI „(}” 000/343.8$0 PLAN CI-HECK •- UTILITY 20.00 000/345.830 PLAN ; CHECK - WATER METER 10.00 '`000./38Gn` 04 ''. STATE BUILDING SlIRCI-IAi7;3E 4.30 000/342.400 I :NOP FEE -• UTILITY 15.00 41.2/342.400 INSI' FEE ._ STOltit' <DRI IN . 17.00 402/342.400 I:NSP F T:E'` -; SME /SSS. 20 •101/38iJ.102 NA rER C014 ?II;CTION 60„00 401/3,86.520 WATER INSTAI..L(,T I ON''( OEF') 1'60.00 401/342.400' Wt'.TF R INSPECTIOI4 I'EE 13.00 401/343 WATER ,TURN -ON F' LE 25.00 000/322. 1= 100 LAND ALTERING PERiIIT' Gli '3.30 - .. ... - _ "r... -.... r.... -... v .- - - - - - - - 1 7 6 9 1 . - . 1 , 0 7 0 ' 6 - : 9 7 . 1 : 0 9 tT� siM- 5 "7:7,4VV.: 77" 3 •''' 7"nt''1b74 's3754 (y 'T"7.'f R M :ixi�r •""R` + •. 4' ?:I.l'�• << �T - 1 +�j .!k iii. •G- 4: 4? Snii,t ..<::rJY .ti ***.4 * * *44 *.A *4 ** ** *. - *4 * **fek* *1144 *11.444r 14 *k 14.04 * **4• *,' Li'F sofa A4..k4 *•+*A.Ai - A, Ak4- 4*-. 4• A-A 44- l * *.4.•k•k **r4 *y1k *:1.4Akk4 -A-A .1 *04.4 * *:4* .TI111NS11 hittmber: 89800331 Amour) t.: 908.02 (>9 PF;ym riti, Mct;Mod CHECK tote >.i;'i on a OLYMPIC DEvELl:u M f'ormit No: D2000 -'2887 Type: ,ouv'!' .RM DEVEL-oiPMENT PLRMl:1` Pair ^ce1 Nn 167040-02.14 'Lor_ at a 140 5T TF i�;'P ivinent 908.02 -1 *:s * *4+k* *** *4 ** *44* *A *** 44 444 *4 *4 *oyf' * *• *4 * * * *,t * ** *4441* I*`i••:+•st *, fac'count Code Desce pt ion Amount 000/345.830 PLAN CHECK - NCINRGS 908..02 *:44444 **** * *.* TRANSMIT * ' * 4 *41 * * *I* /01/00 1'4 :38 In i t ULH Total Fees; ? «304.9 Total ALL Nuts: 908.02 '.. t3alance :. } «3`.6..93 45 : 09/0:..P . TOrft 2T62.: • (A' „ S7y"?T°'�” y r 4, ' "..fi rr ^d'ip'nT" + T•- t r R;- ' ,, ,,;;.;t,y„u.:Le..c!�i.:a.:. a utt` -n - ....r;!'•:,. ,..., b..:, 'ty, vk a l; ..�:1;. �Lr.... t.a. n. +Reoi.. Vu +,t i..t F �... 4... ..:e; „:...o ., t +. .. x.1 -::. 1 4A itsi*51h iF** 4*+F hD *si, ksFd *4fit.***A.AA•:ta *1• silo *sl *fir *** *:l*•lk>ti1TA4 * *:r *soot *:4 *' t.TIT`S Of EuKwll A NA TRANSMIT ** aS*** k• 1** 0, ?r*k: A* *sl **s4. *s4 * *.A4. *s4 *A * *A ** 4Asl#i & kfi•A **st *A:4* * *'4 * * *4* * ** TRN4SM Number ° 129ti0035 Amount: 1,049.98 09i01' /0O 14:'36 Payili rii, .Metihad CHECK Mutation: t11..Y4 P1C E►EVC'L.IJPM In it:: 44LH 754. ; 69/05 ;.971 Perm fit; ;,4p„ U_'S?A?G}- .286..' Type: DEVI M OIE VEL.00PME:NT f3E:RM].1 Parcel No: 167(>40-0217 Lor at i c,rt : :3XX 9 140 Si ,Total 1= e es: 2.66:'.4.83 .T 's ',Pdjvnterit "1,0 49.98 Total ALL. ; ,Pmts. 1.,('9.98 *1,. Rnla,icea 1,lI9.I3;�,'' s4 *,44***',4** * - k *' * 44ik Iiv' * * *A•k * *` * ti * *. -Iv *4* *A* * *.A ** *s * * * . * *3 * *• * **A*+4 *4* Account' Code. Descr•i pt i c)n Arn atcn L ''0C'O /345.830 PLAN CI;ECK - NOMRES 1,049. :t' t 5 5 �;:taFr tri ?:' ✓'i T4ii;n r F i v: t '; :;,;a:.nsrFry ir: , ' P i +', z ;, "f,ra:r ,. i:� t i C��'i• ^� a - n Atk k•AkA *k **1. okle„ *A*Ati, 4411• 41. 4 k* , 4 kk 11 **kh:k *kk ki.*•.1 •4 4:i CITY K F 1ItWIf..A Y4Fl . i a • � � m.. (tN�i^ir ;tel 0r,,'0J /00 1.4:3w f'nFtNSntl:1 *4 *****lk*A,4. ** k:!:1*441t*A4:1cA•ktk•k:1:4 *4. 1741 74 -Nk .•A4t•kA*A44*4*k:4k•4•A•Ak TRi=PNSMfl Number: 89800351. fimottrit: 3.,(32 Payltienr Ile ttio(.1: CHECK Not at OLYMPIC Uf.:vEI.UPhf lint "a f3 f. 11 o f f . . . « . . • . Perm it No,. D2()00 I ypr ...iSEVELOPMEN4 PER 14IT F arce I .Na:. 167040-02i.8 I.oca1; Ion: 53XX S 140 ST This r'ayment *;4 **1 ** * * *4..* *,4,1* Ac cotin t Code 000./345.830 Total Fees: 2.605.13 1 024.50 Total FILL. Pmts: 14024.50 Bel ance: 1, 4- 111 * * *4 **A *44 •A *kar, Or *A *•*k4 11 A 44:*4- # k*114k *4.4* Description f inaAtn. +. PL.AN CHECK -- NONF ES 1,024,.50' r. 0 -; 09/05 :97:19 TOTAL ? i.S 1�' ip',tc,y r pGft,�t�"ia Y��SxH�Y3r77yii li l y rersA+P.NY,ltre17%it • t ftiTy4,'r);lV �1'A•Fi T ? ��I " PERMIT NO.: 920 oa 287 • BUILDING PERMITS INSPECTIONS ❑ 00001 Progress Inspection Status ❑ 00002 Pre - construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre -Move Inspection ❑ 00050 WSEC Residential ❑ 00060 WA Ventilation/Indoor AQC ❑ 00070 NLEA Inspection/Modular Struct ❑ 00071 Mobile Home Tie Down Insp ❑ 00072 Marriage Lines 00090 Resteel 00095 Footing Drains 00100 Foundation Footings 00200 Foundation Walls ❑ 00250 Foundation Insulation ❑ 00300 Concrete Slab /Slab Insulation 00350 Crawl Space 00400 Shear Wall Nailing 00450 Plywood Wall Sheathing V— 00500 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney ❑ 00610 Chimney Installation/All Types tgl— 00700 Framing 00750 Roof /Ceiling Insulation 00800 Floor Insulation V3- -00801 Wall Insulation ❑ 00802 Exterior Roof Insulation _00803 Glazing Inspection ❑ 00815 Lighting and Controls ❑ 00900 Suspended Ceiling 01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01 110 Pre -Move Inspection ❑ 01115 Motor Inspection ❑ 01120 Pre -Demo ❑ 01140 Pre- reroof ii 01400 Final -Fire 01700 Final - Building ❑ 01900 Final - Reroof ❑ 03100 Site Visit ❑ 04000 Special- Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special - Mom/Resist Conc Frame ❑ 04003 Special -Reinf Steel Prestress ❑ 04004 Special- Welding ❑ 04005 Special- High - Strength Bolting ❑ 04006 Special - Structural Masonry ❑ 04007 Special - Reinf Gypsum Concrete ❑ 04008 Special - Insulating Conc Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special- Piling, Piers, Caissons ❑ 04011 Special - Shotcrete ❑ 04012 Special- Grading, Excav/Fill ❑ 04013 Special- Retaining Wall ❑ 04014 Special -Panels ❑ 04015 Special -Smoke Control System TENANT NAME: Ho C: ) r1_, CONDITIONS No changes tb plans unless approved by Bldg Div 0. 0001 ❑ 0010 Special inspection required, notify Bldg Div ❑ 0011 Special inspector shall submit final signed report ❑ 0012 New ceiling grid & light fixture shall meet lateral bracing ❑ 0013 Partition walls attached to ceiling grid 0014 Readily accessible access to roof mounted equipment 0015 Engineered truss drawings & calcs shall be on site ❑ 0016 Exposed insulation backing material ❑ 0017 Subgrade preparation including drainage, excavation ❑ 0018 Statement from roofing contractor verifying fire retardant class of roof 0019 All construction to be done in conformance w /approved plans ❑ "No work shall be done in addition to those modifications..." ❑ 0002 Plumbing permits shall be obtained through King Co ❑ 0020 Structural observation shall be provided for this project ❑ 0021 All food preparation establishments must have King Co ❑ 0022 Fire retardant treated wood shall have flame spread of ❑ 0023 Notify Building Division prior to placing any concrete ❑ 0024 All spray applied fireproofing shall be special inspected ❑ 0025 All wood to remain in placed concrete shall be treated a 0026 All structural masonry shall be special inspected 0027 Validity of Permit ❑ 0028 Rack storage requires separate permit ❑ 0003 Electrical permits obtained through L & I ❑ 0030 No occupancy of building until final insp by Bldg Div ❑ 0032 Remove all weeds, concrete, stone foundations, flat concrete ❑ 0036 Manufacturers installation instructions required on site ❑ "BTU maximum allowed per 1997 WA State Energy Code" ❑ 0035 Contact PW Div to obtain insp for water /sewer connect ❑ 0038 A C of 0 will be required for this permit ❑ 0039 Final approval for all TI w /in the limits of the SC Mall ❑ 0004 All mechanical work shall be under separate permit ❑ 0040 All construction noise to be in compliance with 8.2 TMC ❑ 0041 Ventilation is required for all new rooms & spaces 00005 All permits, insp records & approved plans available ❑ 0006 All structural concrete shall be special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" ❑ 0007 All structural welding shall be done by WABO certified inspector ❑ 0008 All high- strength bolting shall be special inspected ❑ 0009 Bolts installed in concrete shall be special inspected ❑ 0031 Comply with requirements of TMC 16.04 ❑ 0034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "Fuel burning appliances ❑ "Appliances, which generate...." jEie-'' "Water heater shall be anchored...." ❑ " Reroof' P67 Plan Reviewer: Date: 9-Z6 Permit Tech: 36 Date: I oC) N u' CO 1 N LL w O N � a O ; uj 7p ' o W W' U. — 0; UJ 0 INSPECTION RECORD` Retain a copy with permit r . INSPECTION NO. CITY OF :TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100,' Tukwila; WA 98188 Specia instructions: one _ " a // pproved per applicable codes. U Corrections required prior to approval. COMMENTS: PERMIT NO. (206)431 -367 Inspector '' (7 () r C + Date: V $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: .0s4 ,K : r .4 ter„ . wii l.M.k„rt4raw,l:r.mii�al.t2nr5: d.tt4.Z »x:- 4 .414, a.,3 fit Project: , I n ' `� Type of Inspection: r � f J t j Address: .5 s )x-10 Date called: 5 i I- o Special instructions: Date wanted: _ 1�1 o 1 P.m. Requester: , L. rtc Phone. -78(0- pp 7 � /l INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 - 67 Corrections required prior to approval. COMMENTS: „) � e G✓ ora Q pPf/Mkt V'et V'P ()Ion trPiracj / C vg tr'Or'P &rc, r N 4 ✓117f cal [ 144 c o , tr\ t s 7s 5p1oterIh ry (4t CO � ,ACX 4C % V\ovv - ,I rrAi 1-1 .) r Q 4c c 1 -e✓ IMP A tr , Q 0tr [3,f2 Over 2.ttt rve'A c \n, r e- (.0 on Inspector: Date: J — \Li _01 AA\ $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: ., xx5.:i'd�`,Y«an.�:11tt« 1:i31: V 411:4 i✓ 1 M.i4Skdva�.�s'';r2wrFls�Y:dr il±itn,`ahS.:tis i4'as1 ,.era- : <L.a 'e i JL (0 LL; W 0 gQ W 171—; t„ uJ 0 t z ', 0— 0 Z, pproved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Corrections required prior to approval. COMMENTS: t% A... vN4v D Ord '3e14441, Pf Inspector: Date: S 0) $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: i • A.:ai .ttil, jec : -Nut - LOT I Type of I spection: FCOr e tI 1 t t1) .osu/ ftrO s (43 3 I , ( O y L `-1 r Date c 5 led• Special instructions: D w ted: 1 a.m. Requester: --1 Phone: 7 7 i � nl0 •—• tj r C /q l / pproved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Corrections required prior to approval. COMMENTS: t% A... vN4v D Ord '3e14441, Pf Inspector: Date: S 0) $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: i • A.:ai .ttil, G c- 1-1 SS) 5 0 W plA f pt..) t INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. 1 P PERMIT NO. \' (206)431 -3670 Project: ; t . `O1 tN m Address: 5313 S 1404h Si Special instructions: Type of Inspection: I I via) Date called: 10 -0 Date wanted: a•m• 5 11- Q� Requester: i % Y i Phone: 2l', 7g6, ~ Corrections required prior to approval. COMMENTS: AfeeA F AetP—P IA; t Inspector: CA) 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: I . Date: I , .... "'• .r• .•�N,j' `'r., '3'�i1n+R'l+cYlie.1.N+ 'K{IwM•; + l+•Mn +d.�.a�. L: - ..4. Project Name Cl ,of Tukwila John W Rants, Mayor Fire Department Thomas P. Keefe, The Chief TUKWILA'FIRE DEPARTMENT FINAL': APPROVAL FORM \- - -\D`-- v v S\1 o A P` Address 5 I40 , Retain current inspection schedule Needs'. shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire. Alarm: Hood & 'Duct Halon• Monitor: Pre -Fire: Permits: Authorized Signature ( NALAPP.FRM Date T.F.D. Form F.P. 85 Suite # 4 I 11 lo Permit .No. 02U U Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575.4439 Project: �fa ru Gil Type of Inspection: 4 Cots Addr ss" = 3 't3 S. l ye) Date called: Special instructions: Date wanted: a.m. P.m. Requester: Phone:. a 4s INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: 3/3v / 4 &4 L ra 9 4 10. o - R S ak wa-Qf -Q 4 � 4 5 u-u.e .S A/ 5,0 Cel,in G.r, Piecep if Approved per applicable codes. z PERMIT NO., (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: �i�3st.�Tk;+f: , :�,,i;�,�!�•'���t'�.. "'de�'' a� � ub.. �� ���`s`�",r� r''�'�°�`"�;"`` At idi o, 4;w 4.446,;" 0 WQ LL -J pW 2 j 3 0 fO N' 0 Fi ' W W , tL Z 0 72 o 1 -, Project: 14 Q Type of Inspection: ,--, Address: 3� S / -! G Date called: p a L O t l S s: 1 _ mom n ,�, t w r Date wanted: 9 t w t , Requester: r; C.-- Phone: 2o»- ?(o' // INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: 2.1y-7/0 oteifil 424 lileZz Inspector: . 6) Date: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: syr7� * (206)431-3670 Corrections required prior to approval. La �?:1+icfia�, UG tµFi %+moo '�.,ueanr ltb,.wJiwrl wG :s';4'; Project: 0lli,,,p,G d evelopment Type of Inspection: . wader service Ilnsiaflatiovl Address: 533 5 Nab Sf Date called: 2 -22-0i Special instructions: Date wanted: 2 -23 -oI a.m. , Requester: m n ueS Phone: 20b-79ti -- 42.1 2 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: V n fiyr.".crc It O f ' Wait! A WICUA. t < V 4 1 ) ivysttA rH fC CAPf e . $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: r. 00 "g1117. t > � � .�'fr ✓. .J '[avV b:il�}y+..f., i+.M +...'- 1��.311.•..._ ".'d al..c.... A: ".,fie. `w a.. dH....:'.• o+ aa+ iR`' 1g .'i�.1+vti:.:�nS..o-:�t:,.�.:.;. m... >�_�_f,.. y... ., .... W c.� g u 9 co IL W O u. co 8 � W . Z U 10 O N Ww r . .z ; 0 1 Z Project: Tx e of I speclti a 1 i 4 N t AddresS D ate called:, D ,yjFA/ Special instructions: �r cam 1'lZt l'l^� O ' �J a U Date w, //0 -3 / / /r'/ • a.m. P.m. Reque" C t�' Phone: ,206--- - I9 // INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: -1- 4 - G s rn tler4 Inspectorr AAA- /1M 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: Project: , r. , l m of Inspection: cm ow/fie . Address X 3/3 S. /co''� Date c Iled: a -..) ) Special instructions: Date yvant d: e -3P //d / (� p.m. Re nester: > Y1c INSPECTION RECORD Retain a copy with permit INSPECTION'NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. 1)2 1 ' ► - 2 Corrections required prior to approval. COMMENTS: (, 11 ")dGr a pp ra lked U0a L c o vvI e l -e+e ap ,ro V dcf Inspector: Date: r O I $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: f At....615:'WROIrS..'k*Sle.... a^.,lu' .^.tksv Pkomeigma. 9w0ti..nsr,Y+ malt. S'aRLF!! i. a atiVI Project: 1 1 Type of Inspection: /J15►/ian a Address. Address. 5 1 Date alled : o f slot Special instructions: Date wanted: a. m. Requester: f ,vl C Phone: (7XD- '7/!x-991/ 11 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: [AIM l\C4;% C'e)wl p1.e4c Inspector:` El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid . at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: s` PERMIT NO. (206)431 -36 Corrections required prior to gpproval. Date: �� 7 /' ] r...�r -fI47ry $•• til ai:9:?a�...�a ,i.�<,ir J•:.. ;.,iU Project: 1�vl jh' Type of Inspection: /it ula-hrn7 - Address J ? �3 S, Pi ( Jr. Date called: // v/o/ ' Special instructions: Date wanted: r,,/IS D/ a.m. P Requester: Eit C Phone: id INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -36 W Approved per applicable codes. COMMENTS: 11 1 C� �,OrrPCA:i 5 -tv'r�m YV')-6. 4 I II c� k P_ 94,S S a hsL) 4 -4-0 .S U f po r-i -P/t UP 6 1 ; 1 , 5 4 -C' oor kov S UV-- � f• I A /Ot t I 4 t ov- a �'a 'Inspector: Date: /ti 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: orrections required prior to approval. s:1;;IhCAttiK fi V.ig 3X:cis,:;Y;$S:�w..;�.0 ii .. a�,ir�A,t }ah�.n 0w44,s 4 .i+•v.,>r.:u:.1 „ �,. •.ti. 7v 0 8 CO w w J I— w 0 ' u. N � 4 w O E- : w w U N O w I--�. - I O : z ' U Pr�o�e_cL� 1�t)1(,(:l� Type of Inspection; /Ana / /1GadI' dr S , S , • / 1741/ _ S Date called: W / / Spec ial instructions: 1/11 % Date wanted:0 /V/ �a .. lJ m Requester: ' Phone: „`/ �7(6_,. 9 %// INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit Approved per applicable codes. Corrections required prior to approval. r.' $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: e.xc,, t u ;.;w,+.w.....ri �SS :atru�awfwiX9n ° row-1H*edn� COMMENTS:, A, drill. it "1-7ve15,/i 444do 4 4c, /' kri 5 l,/ ./A. el/A/c/ 1^ G/u t j / 4 49(.4 J tom , A,..(r P74.0'41 k 0 ( Lr jr./. p+ -• ,7-) a 71 `j , /F,rIL, .' 4 L r te . �-�L 4.1411 ,2, 7 �'. / 1, a,.1^ /�+ 11/1":4 /!l " , f4/ eylrrr� S 7 S Date: . 277,...e y Inspector :I ) )A J^, Receipt No: i�7 ,'wwtpa•, «ii4a'Y:4Ud, ca1+.' #�r+L L,.ti �.n';..w `s 1rstun, di +Ywtdr.'4` COMMENTS: of Insp ction: s,�f�s r :. iii 3 / c ( t °S1 i t t .f„ ya C : P o (A A.A. �. c.c)'r�Ylr-'‘l c 4 cvt„, Special instructions: - -WA (a,r -id ( c loser -i^rnl -e es-+i ()iccf- (t'L, //O i "GW� �f. 1t� ,.C? ' // , M c Ai SLAO ° - 42/Ld 4,444 4 (A. . t C U AA c. 0 I...q.v. 1 1 ' S. i 'e 0 714. / } / r �/y iv 6 l s..eh ar'f - .'r• el t•,, L' . / 1 -01-0 / i7,e. t. ,q f } . •fi } 0 0.. .t.r it f 6 0 t e. ,. + - 1, , ,) ; ,4 t -. -4,6d,),;; .. . I - .. /( (. Project: , # a l •ef0 of Insp ction: s,�f�s r :. Address: 53 s/ 'o _sr. Date called / f,�al o f Special instructions: - -WA (a,r -id ( c loser -i^rnl -e es-+i ()iccf- Date wanted: /lr --)3l l a.m. Oa Requester G C r1 r! Phone: ( v)0G) 7 of6 " %CJ / / INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approvld.per applicable codes. 1.?() 6 ' PERMIT NO. (206)431 -3670 • Corrections required prior to approval. Inspector: Date: /4 El $47.00 REINSPECTION FEE REQUIRED. " Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 6'' II`i '�`YA?wQs'`4 ..... ..; �'SS�il,7%;� "�,e_ Y;�?;.1a+,f.".r� �w�• } ..k".' " '• u ':`i S'".'At + ?SG1.F7 43 ..1.11'$:" 4� 4 P!k.ret.•`i +ts kiS' ac:: i�au. 1^<` .J:k.0 ?:d.xd�. {il,':. as= CO W O LL Q ; Z LIJ O I— ILI W _0 Z ' lil ' CO, O ■ Z Project:o 1 U tM t t Type of Inspection: �; ri Address:_. 13 s. Igo + � Date called: 5 - 06 Special instructions: Date wanted: a.m. aiii 0 Requester: ` r + Phone: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 - approved per applicable codes. PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: 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: VAAVAIritetatkaiewasatev .v, ,.. b .,r•. +t�. -u ,..... � .t.. „,..e 4J -+✓,. .1. 1,;...�..:n.. ,r,•L IYi.6Ju. wn`sv!tih� yfii•xt,,:!i�& snz. 3�. edG... uua .,.,.uld..a„�,�,l.ianv.._.,.t COMMENTS: k Frc w t n Ca InC 10V 5 "COY t MP r I /D r Gk) c PGV'W0d 1 S v\&r `V Address: Date called: 2.) -Wok 1 VL , ---\- I us 5 . S Dat wanted: 1 1� I in c 4n ster: Reg_ e .oc4 Phone: Y069 - 05a9' 6 1R1 I 3 ..) 1-Arc. ay.kcw Qi pproJJa, �•� r � � I' rl0 t - \V'∎rv� �eC GZ�Ot)r'.J CT p laces U y.e YY N I rl 014 i vn Project: f 11 ,� "f w-l • d!! � b { U� Type of Inspection: LEA N( Address: Date called: Special instructions: tiot �- Dat wanted: 1 1� a.m. (rail—) ster: Reg_ Phone: Y069 - 05a9' 6 1R1 I INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 .2000 '2-Sri PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: Date: 1,8_0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Callao schedule reinspection. Receipt No: Date: ri FOr+ s�Jl.' �8+: �s�SBai�S7: �c �rel i� LSl. YCB .itaAttta',lsiE 4 L"' — Ma.$...;•:a, �..H.auG�4fidtY.T4c�s >:< »�r. uwt 6.p1?M;7�(.+.zc:$nak:�rriA..�, �l�..r•`9A. Aua a - i2 �. Project: r n 1 P T of Inspection: . ' B eer �,cki / l A 1 a.i ' b , Address. 6 2 l S. I U //�/ " S-" i-. Date called: 12--l-on Date wanted: a.m. /7--iik60 657-01 Special instructions: equester:, Ph 00786 9911 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: E >4P V %riv- LLIc1S GG U��r . Wet Ali rr — et ,e1/D I\ra r 0CA-1- t bvk NIAJIr $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspecto' Date: `1_ \L_ 00 Receipt No: Date: .!F�L'R'i�; 6.,;sflr ! 1St,:: d`"ii.:rk+53•�ritiY. ;:'/!. CO — IL W 0 g u. } W Z p ` . O . mo W` 0 : Z ' _ . 0 z Proj ic , r (� i_ / i '� J ,, ' T e of Ins 1 - ,,r : � 1 Inspection: 1. I ��lfi'/l �' -i Address: Dalee I e& 0O Special instructions: Date wanted: ( a.m. ,�tenn 1 a Lo "DO p.m. R quester: Phone: 18i.9-9911 INSPECTION NO. " CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 54 11 ' proved per applicable codes. d ` ''INSPECTION RECORD' Retain a copy with permit COMMENTS: S 60k-V\161 rkp`pf 0 ‘ Date: „A t, $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector.. PERMIT NO. (206)431 -3670 Corrections required prior to approval. Receipt No: Date: Lsi.::1.Q 4461, Project: N OI+um S hot'1 P / at r d l ra i n t Conned' oil '1v Si Date called: 1 1 -2q ✓ 00 Address: 539 3 S I y0�h Cy `/ 11 Special instructions: Date wanted: a.m. 11 -30 -00 , 1 ► Requester: ar c. Phone: 2oc l _(6f + l INSPECTION NO. 0 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA. BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 D200- 287 PERMIT NO. (206)431 -3670 Corrections required prior to approvals El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: r 0 1) - S. f- E,A,7 . rr Ai r (z"_, /''o Ms`' ern noon Inspector: Date: Receipt No: Date: K Approved per applicable codes. ► ; INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Project: O Loy ress: :3!�3 Special instructions: Type of Inspection Cr r Date called: OO Date wanted: Ca:m• c ` O p.m. Requester: rc1 P .1R(1 X11 Corrections required prior to approval COMMENTS: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: I Date: r� * H .- .'-•N� am:.�. ,rMy,- �l.�i�'ucfa o. my ya.,!a�Saa eery 11.414l'7.fiq:4 � 0.. i. .1.' 4. Project: . �/ Lc I / of I spection: t- -6r aiiiS £ Address: . c 3L/g /qos D t call : � o 1 7 Special instructions: E . ! N- Pk/ Date w nted_14- // - DU Requester: { ZCO 71(o -9q1 r _ INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval.: COMMENTS: 4tce9ar2413 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspecto -!' /lime Date: V - 1 L- I - ()C) Receipt No: Date: • •• ° i4V+.4,1:4 m.x,. t;:.,t,a'rs +d✓d'sitdi INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: (206)431 -3670 } ,9 11uN�t n( pi.+ Le I Ad Special i nstructions: `( S+ l Typeof I�nspeo 1"--1 /�, �lt�p'' • Date called: Date wanted: 1I / /"rCID Requester: gr Li - '' -q g l l Corrections required prior to approval. 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: b.; fir. uYix n dr i 4 -5 ;, d diS'sic ' >. Hate Project: -Jr1Hurn . Sh1,rf' P /G =Lnf 1 Type of Inspection: Fpundatrun F)r>f-In C Date called: 10- z- ' —DO -I Address: tt,, 53 S - / p S — Special instructions: Date wanted: D ZS CEO �--� p• Requester: ErIL, Phone: 70(0 -1 g (0 — gg 1 I .i '.t INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Date: 10 o 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: �4L:z'1�::i�...nr.a,..w+:.L 't..ts.- a a.. .+sa �R,r H• .t o �3P`:'.•4".+x Project: S Jn` / ( Type of Inspectin: y/4/4 Address: i 5 5 -/Vet5/ Date called: /o b oreo Special instructions: rraw A Date wanted: a. . Requester: ' r / G/ ' -TR Phone: C/6 11 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: cP G 4 rin- 6751 N-I2— 72) (6 (A) 6 f t�ex1 Sr , /i i i "'.3 ¶ 4.6 r �t'`' 4(1 IAJ( ' ? CC)01%. / et ' t -1. ,fat 5 �/ �g9 / / m vvr. S /b -/ /Mk a/LE Lei L 1-6 r 3 J Inspector: n $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: tzlt Yplu �Ji! M' tiJ' 3nd�.....',,ri::;;haww.tµa - `,14, ,.xt.fit; "y0:, co tL W O g IL < 1- 0 z 1- 111 uj U O ' 0 Di I U. 0 ti •Z 0 �; z Feb 13 01 10:14a FEB - 08 -2001 13:35 FROM: Mi ^he11e and Doug Thompso 253 - 839 -9589 TO; J 839 9589 i f t� RECEIVED FEB 15 2001 BUILDING 6 11:i( L _.. _ •• ■ .r 2ND FLOOR PLAN %at VOW F M)i Pss7 tMp'SD ,-touE X48' -G' ' T A � , . u ; `bs� ' 4 ` f t;;* Y . '� 6 Irk • ' } •1•r. 1 r .,�, a 4- 4 P. 001'001 p.1 0 0 ' Co 0 :` co J H �LL 111 0 ` u- a E/2 Cy W _ z 0 tu 0 CI 0 - 0 H ", = —0 z : U I o z t � tn N Wo• he nfrn!` have been reviewc'c+ by the' ark- t for (,,.r r: ��l c of the dc: ,\d!itionc, de! 1«� after this c::; rtgcrrt .� fr r subsequcnt,a, Chico to field inspectior . utilities inspector. 2. 2600 By: ‘e.,v • 15 L �I z GowO r Fioovr I E4& i o►J 195 77.41 • Z7 DRIVEvoAy Z3 i i i i 4o'r I S *fi P T-* ewer) -O ic TAX srD *. 1 C 701 /05)Z14 ( �� ADSND o 10 G- GAS P- P«2 b- )2AI W - WATE2 S- 'j CITY OF RECEIVED $ EP - 1 2040 PERAMT CENTER C(TILrry � p , s F _ n46psIT" D ELE'raD Par- I%or -4 A SP L2.000 -01(o 514F T L N o ?E `./ 4 ,464/77. \ D2cco2.6 7 MDT Engineering Structural Calculations For Olympic Development Plan #1887 August 29, 2000 FILE COPY 1 understand fh•,i ""•"" - RECEIVED CITY OF TUKWILA SEP - 1 2000 PERMIT CENTER Consulting Structural Engineers 5513 S. 300th Place Aubum, WA 98001 (253) 948-8810 Building Official: These calculations are valid only with a wet stamp and only for the site noted above. Dzoo02Z7 MDT Engineering Table of Coptents Pane No. Scope of Work I Structural Notes ii Shearwall Schedule iii Typical betails iv - ix Lateral Analysis 1— 6 Vertical Analysis 7 -11 Consulting Structural Engineers 5513 S. 300th Place Auburn, WA 98001 (253) 946 -8810 MDT Engineering Scope of Work MDT Engineering was asked to provide structural calculations for the proposed structure. The following items are included: 1. Lateral Analysis with Basic Wind Speed = 80 MPH, Exposure B, Seismic Zone 3 2. Vertical Analysis of beams as requested 3. Foundation Design 4. Calculations to eliminate backfill at inside of footings We have provided the designer with a revised set of plans to be incorporated into the permit set and 2 copies of the structural calculations for his use in obtaining a building permit for the referenced project. The scope of this agreement covers the design phase only. If site inspections are required by the Building Department, these will be performed at an additional hourly fee of $75.00 per hour. Also, revisions to the original design will be billed at the hourly rate of $75.00 per hour. To reuse these calculations for • another site, please contact MDT Engineering for review and approval. A new cover sheet is required with the new site address and an original wet stamp. Questions about the attached information should be addressed to MDT Engineering. Michelle D. Thompson, PE. MDT Engineering Consulting Structural Engineers 5513 S. 300th Place Auburn, WA 98001 (253) 948 -8810 STRUCTURAL NOTES CODES AND SPECIFICATIONS 1. Uniform Building Code -1997 Edition 2. ACI 318 -83 Building Code Requirements for Reinforced Concrete 3. HILTI Fastening Technical Guide 4. Western Products Use Book 5, Simpson Strong Tie Connectors Catalog - 2000 DESIGN CRITERIA 1. Wind Load - per Uniform Building Code - Method 2, Basic Wind Speed = 80 MPH, Exposure B 2. Seismic - per Uniform Building Code Zone 3, 1= 1.0 3. Roof Load - DL =15 PSF LL = 25 PSF 4. Floor Load - DL =10 PSF LL = 40 PSF 5, Deck Load - DL =10 PSF LL = 40 PSF 8. Soils - Assumed 2000 PSF Allowable Soil Bearing - Assumed 30 PCF Equivalent Fluid Pressure for Retaining Wall Design 7. Concrete - 2500 PSI la 28 days - Grade 40 reinforcement - minimum 3" cover for all reinforcement except as noted at retaining walls or other details 8. Mortar - Type S TIMBER CONSTRUCTION NOTES 1. Lumber grades and allowable stresses shall be as follows unless noted otherwise on plan: Glulam beams 24F -V4 Fb =2400 psi 1 3/4" Micro=lams, LVL E=1800 ksl Fb =2800 psi 2 11/18", 3 W, 5 '/" & 7" Parallams, PSL E =2000 ksl Fb =2900 psi 2. When top plate is interrupted by header, header shall have strap connectors to the top plate each end. Use 2 L Simpson MSTA24 connectors, UNO. 3, All shear wall sheathing nails and anchors shall be as detailed on the drawings and as noted in the shear wall schedule, All exterior Walls shall be considered shear walls. Use 7/18" min. APA Rated Sheathing - blocked - with minimum nailing 8d common 6) 8" oc, UNO. 8d common nails shall be 0.131" 0 x 2 1/4" minimum. 4. Floor and roof diaphragm hailing shall be 8d common @ 8 "oc at all supported panel edges and 8d al 12 "oc at Intermediate supports. SOIL CONSTRUCTION NOTES 1, All footings and slabs shall bear on undisturbed soil or fill compacted to 95% Modified Proctor. 2. Assumed allowable soil bearing pressure = 2000 psf. GENERAL CONSTRUCTION NOTES 1. Contractor shall verify all dimensions in the field. Any variations from the drawings shall be brought to the attention of the Designer or Engineer. 2. Adequate shoring and bracing of all structural members during construction shall be provided. Any proposed field changes to have the prior approval of Engineer. , .., ,,... ..worn rim• n��9! t. �k! 7 f , ' C++ 7 n�aw�. y.. �tinv- Y.,,- .,. ,..,..,.»�asoa z W sm. 0 � w ' w CU � ' J' w w ui o CO 0 1- w w .. H , U; w z j U 0 r SI .ARWALL Sc11EDULt ALLOWABLE SHEAR 130 PLF NOTES 5, 2 MARK SHEATHING FASTENER SPACING a ALL EDGES BOTTOM PLATE NAILING OR ANCHOR BOLTS FRAMING ANCHORS NOTES: 7 & 8� A34 a 2' -4 "oc 1A 7/18" MIN APA RATED SHEATHING OR APA RATED SIDING 303 8d ® 8" oc OR 14 GA. a 8" oc OR 15 GA. a 5 "oc led a 8 "oc OR 1/2" AB a 5' -8 "oc 1 7/18" MIN APA RATED SHEATHING OR APA RATED SIDING 303 8d ® Woo or 14 GA. roc or 15 GA. a 5 "oc 18d @ Woo or 1/2" AB ® 3' -2 "oc or 5/8" AB 0 4' - "oc A34 @18 "oo or A35 @ 18 "oc 230 PLF 5, 2 2 7/10" MIN APA RATED SHEATHING OR APA RATED SIDING 303 8d ® 4 "oo or 14 GA. @I 4 "oc or 15 GA.© 3 "oc 2 - 18d @ 8 "oo or 1/2" AB @ 2' -0 "oo or 5/8" AB_D 3' -0 "oc A34 ® 10 "oc or A35 a 12 "oc 353 PLF 2 3 7/10" MIN APA RATED SHEATHING OR APA RATED SIDING 303 8d @ 3 "oo or 14 GA. a 3 "oc or 15 GA. a 2 Woo 2 - 18d 6 8 "oo or 1/2" AB a 1' -roc or 5/8" ABA 2' -4 "oc A34 @ 8 "oc or A35 a 10 "oc 451 PLF 4, 2, 9,10 4, 2, 9,10 4 7/10" MIN APA RATED SHEATHING OR APA RATED SIDING 303 10d a 3 "oo or 14 GA. a 2 Woo or 15 GA. 0 2 "oo 2 -18d a Woo or 1/2" AB a 1' -4 "oc or 5/8" ABA 2' -0 "oc A34 a 8 "oo or A35 a 8 "oc 545 PLF 5 1/2" GWB BOTH SIDES 5d COOLER OR GWB a 4 "oc or #8 x 1 %" SCREWS a roc 18d a 8 "oc or 1/2" AB a 3' -0 "oc or 5/8" AB a 4' -2 "oc A34 a 14 "oc or A35 a 18 "oc 250 PLF 3 8 1/2" GWB ON INSIDE FACE ONLY 5d COOLER OR GWB a 4 "oc or #8 x 1 %" SCREWS a Inc 18d a 8 "oc or 1/2" AB a 5' -8 "oc A34 a 2' -4 "oc 125 PLF 3 7 7/10" MIN APA RATED SHEATHING BOTH SIDES 8d a 3 "oc or 14 GA. a 3 "oc or 15 GA.© 2 Woo 2 -18d a 3 "oc or 5/8" AB 9 1' -2 "oc A35 @ Inc 902 PLF 9, 2, 8 1/2" GWB BOTH SIDES 5d COOLER OR GWB a 4 "oc or #8 x 1%" SCREWS a 8 "oc 2 -16d aQ 8 "oc or 1/2" AB a 2' -4 "oc or _ 5/8" AB a 3' -8 "oc A34 a 12 "oc or A35 a 14 "oc 300 PLF 3 NOTES: 1. ALL FASTENERS SHALL MEET THE FOLLOWING CRITERIA: 8D COMMON = 0.131" 0 X 2'/•" MIN., 10D COMMON = 0.148" O X 2 W MIN.,18D COMMON = 0.187" O X 3 K" MIN., SD COOLER = 0.088" O X 1 6/8" MIN., 5D GWB = 0.092" O X 1 3,' MIN., 15 GA. STAPLE= 0.072" 0 X 1 W MIN., 14 GA. STAPLE =0.080 0 X 1 W MIN. 2. ALL APA RATED SHEATHING AND SIDING PANEL EDGES SHALL BE BACKED WITH 2 INCH NOMINAL OR WIDER FRAMING AND FASTENED PER THE SCHEDULE ABOVE. PANELS MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. SPACE NAILS AT 12 "OC OR STAPLES AT 10 "OC ALONG INTERMEDIATE FRAMING MEMBERS. 3. ALL GWB SHEATHING ON DESIGNATED SHEARWALLS SHALL BE BACKED WITH 2 INCH NOMINAL OR WIDER FRAMING AND FASTENED PER THE SCHEDULE ABOVE AT ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING. AT SHEARWALL TYPE 6 AND 8 ,THE BLOCKING AT THE HORIZONTAL PANEL EDGES AT THE INTERIOR PORTION OF THE SHEARWALL IS NOT REQUIRED. NOTE THAT THE FASTENING AT ALL STUDS AND TOP AND BOTTOM PLATES IS STILL REQUIRED. 4. WHEN SHEARWALL IS LESS THAN 28" IN LENGTH, REFER TO LATERAL RESTRAINT PANEL DETAIL. 5. PROVIDE 7/18" MIN. APA RATED SHEATHING (PLYWOOD OR OSB) OR APA RATED SIDING 303 OR INNER SEAL OSB RATED PANEL SIDING ON ALL EXTERIOR WALLS AND NAIL PER 1 U.N.O. 8. WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 8 INCHES ON CENTER ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3 -INCH NOMINAL OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED. 7. REFER TO TYPICAL SHEARWALL DETAILS FOR LOCATION OF FRAMING ANCHORS. FRAMING ANCHORS ARE NOT REQUIRED AT EXTERIOR SHEAR WALLS AT ROOF. 8. AT INTERIOR SHEARWALLS AT ROOF, TIE SHEARWALL TO ROOF TRUSS WITH FRAMING ANCHORS PER SCHEDULE OR EXTEND SHEARWALL TO ROOF AND SHEATH AND FASTEN PER SHEARWALL TYPE 1 OR 5. 9. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3" NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED WHERE NAILS ARE SPACED 3" OR LESS ON CENTER. 10. PROVIDE 2X2X3/18 PLATE WASHERS @ ANCHOR BOLTS © SHEARWALL TYPE 3 & 4. 11. PROVIDE 3X SILL PLATE © SHEARWALL TYPE 7. ^C:1^i71.Ht2CM13:S.tG """' .•.„ .. 47:14:2uva.,41,.1. ••• .•.. e•.�..x�pz,� a ! 2 • 13on•rOM PL NAILING PER SW SCHEDULE ONO 2 -2x STUDS SIMPSON woLDDoWN. FILL ALL NAILI -IDLES W/ Irvd NAILS. ..•• EDGE NAILING * BOT. PL I —rr� SILL PL. - H FOOTING DIMENSIONS --! OTHER MN. SECTIONS U I • ANGNOR BOLTS PER SHEAR WALL SCHEDULE. """":- MDT ErtglneerIng ConeUUllni RIrulaurhl Wiii rnre 2041:1 2111.1i Avn. S. Auburn, WA 011001 llllalkl•I 11. 1'llti�ll'StIN, l +.F.� (200) non —Polo Rnllelutell I'tnfenInnd 151IRineet FACE OF .] CONCRETE a CORNER ff PATE 1/ I "IIA1 1/2" MIN. • • +. . ' ,1 i • • • ,• ri PIc4L. 5NE4RW4L.I. DETAIL. POUND4T ION WALL COPIRIGNT 1995 IIDT Engineering 1n11 Nn. DocUcohl I " tIn.A11tll ' (A 0 2 g J W D' W z 3 CI o N' X01 W W' H. • 1 - ; •z o � z 2 -2x S•ruDB ---- SIMPSON NOLDDOWN. FILL ALL NAILHOLES W/ I6d NAILS. EDGE NAILING • 1=30T. PL 4 SILL PL. 9111ET NO. 1 • FOOTING DIMENSIONS OTI -IER FDN. SECTIONS 1 • TYPICAL SNE4RW4LL DETAIL PoUND4TIoN WALL MAO. MDT Engineering ,1111 NO. l:ollaulllnr Structural I;i,gli rrlt n. +r1: 20413 611111 Ara. N. Auburn, 11A WW1 • (E00) U•111 —halt) nuAsN IterI Cored I'rotoeelouel Wilmer ho cUCUM 1 1 V ANCHOR BOLTS PER SHEAR WALL SCHEDULE. FACE OF CONCRETE CORNER coFyRIGNT 199 1 ~IPT Engineering eurrEEit M.G.T. NI'll,r. r' = r 1111'A11M SHEET NO. USE TOP PL NAILING PER SW SCHEDULE EDGE NAILING PER SW SCHEDULE: SHEATHING PER PLAN 4 SW SCHEDULE. 1 lU/ NO SNEARUJALL 41E30VE MDT Engineering Consulting Structural Engineers 29413 66th Ave. S. Auburn, WA 98001 (206). 046-8810 MICHELLE I7. THOMI SON, f .E. Registered Professional Engineer .�M SIMPSON FRAMING ANCHOR PER SW SCI- IEDULE. v TYPICAL INTERIOR 61- IE4RW4LL DETAIL COPYRIGI -IT 1995 MDT Englneering JOB NO. CIIECEED M.D.T. DATE SCALE I II : DRAWN LOCATION DocUcoM 1 5 SI- IEATNINCi PER PLAN 4 SW SCHEDULE. BOTTOM PL NAILING PER SW SCHEDULE ": ` • • 2x STUDS EDGE NAILING * BOT. FL, RIM JOIST 4 TOP FL. SIMPSON STRAP PER PLAN. CENTER ON RIM JOIST. AT INTERIOR WALL SLOT PLYWOOD. NIIEET NO. l 3 A" • 1 TYPICAL. 5l-IE,41RW 4L.L. DETAIL WI WALL 15E LOW GWB PER PLAN 11MDT En eetIng • " ConeulUn1 Structural Engineers 29419 551.1t Are. S. Auburn, WA 90001 Registered 0. TI sienel n P.E. (200) 040-11010 Peilelered Proleeeionel Engineer I SIMPSON FRAMING ANCINOR PER SW SCHEDULE. U COPYRIGI -IT 1995 MDT Engineering l 309 No. CIIIY:KED M.D.T. DATE MIX DRAWN IAI'ATION DocUcoM SIMPSON STRAP ---, PER PLAN. SLOT PLYWOOD 4 BEND 4 STRAP fp JST OR BLKG. A BOTTOM PL NAILING — PER SW SCHEDULE EDGE NAILING PER SNEARWALL SCI-IED. MDT Engineering MICIIEI.LE P. TIIOMPSON, r.E. RQRlnlrrad Professional Engineer C TYPICAL s1-1E4RW4LL DETAIL WI-EIRE UJr4LL DOES NQT. pCCUR 13ELOU1 � . - SHEATHING PER PLAN SNEARWALL SCI- IEDULE. Consulting Structural EnRhleern 28119 00th Ave. S. Auburn, WA WW1 (200) 940-8811) IF JOISTS ARE PERPENDICULAR TO SNEARWALL, PROVIDE 2-2x BLOCKING BTUJN JOISTS FOR FULL LENGTH OF SW. IF JOISTS ARE PARALL ' TO SNEARWALL, PROVIDE DBL JOIST UNDER SW. 309 NQ. DATE COPTRIGI -IT 1995 I Engineering ORASN 1 CHECKED H.D.T. SCALE 1 " =1 LOCATION J1 T NAIL SNEATI -IING TO ii HEADER 03" O.G. E.W. 11 /11 `. w. APA RATED SI- IEATNING - 3 /£s" MIN. 24/0 EXP. (2) 2x STUDS. NAIL SI- IEATININGTO EACI••I erUD SIMPSON I-1PAND2 Sou. o 'A q.Akieb �-- 2x4 TOP PLATE 'HEADER LATERAL RESTRAINT FANEL MDT Engineering 1111 1111 1111— `c = — --1111 M IT l IhLQ s+--WI '1'1 �Z . , , I II 1 • 1 f 1 Ct12, I 1 _..._ • ._— + "cy• .4 • e • MICHELLE 0. tllOMPSON, 1'.E. ReNletered Prefesslnnel Engineer Consulting Structural Engineers 29413 65th Are. S. Auburn, WA 11U0U1 (200) IPIU —SOLO Ir' GAUGE STAPLES OR PENNEY NAILS 49 3" O.C. ALL PLATES, I- LEADERS AND STUDS. 24" 'MIN. OR I(," MIN. -(2) 2x4 BLOCKING ' ANY PLYWOOD JOINTS. (2) 2x PLATE NAIL /' SHEATHING TO EACI - PLATE (3) 2x PLATE 16' WIDE PANELS. I /2 "dia. ANCHOR BOLTS 1" MIN. EMBEDMENT JIM NO. NATr -- DRON DocUccl' IX CCPYRIGI -IT 1995 MDT Engineering I:IUY:Kr.D M.D.T. SCALE NTS l.nmo?. , VIQ AoI 6N- Ul. AIML1tl/C-r Pea. RAO 017770// A s --� 6', A /v, &MIMMININIEEM ti riSEINGUIMMEZER 1 dP?Urci � -Yri Div hoc . 4164044(, v9 /L w KAG6 ig ;PA2 u C- J v /p rgAM/AJ i i Ar U31477 -/Wei o . MMC,l 4.16 M2. ruwl 6k1 I MDT Engineering l Ate al Analysis L Basic Wind Speed = 80 MPH Exposure "B" WL= CeCgQs1 0 -15' WL = 0.62 x 1.3 x 16.4 x 1.0 = 13.2 PSF 15- 30' WL = 0.76 x 1.3 x 16.4 x 1.0 = 16.2 PSF = 1( (3,5+ 1- IS.2-04I +34.5) . 282 v „a�.ao 0 -15' 15 -30' Ce = 0.62 Ce = 0.76 Cq =1.3 Qs = 16.4 PSF 1 =1.0 Seis is Lo d > : Seismic Zone 3 Soil Profile Type Sc Ca = 0.33 1= 1.0 R =5.5 V= R V =25x03 x1.O 0.150W 5.5 DL: Roor : (2 405 WALL : (2)(7.55io): X50 FW Z : (21)(IC3) 27b k,A C : (2)(1X�o) _8O 905 05X965) - /5( Consulting Structural Engineers 5513 8. 300th Place Auburn, j +8 e810 L tqy = /,5 4 5)036,) = 2 2i etylv �Vw ifs- 1 � VJ 1 N D COIJTtC)LS 'Jo I 8 /a1 /od O 44 1 20 o• 433 3Q I z NOTICE:. IF THE DOCUMENT IN THIS FRAME IS. LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. I 1.33 15 247' 2.2 135 31' jI NOTICE IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN _ . THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. . _ • - •1 co L.' „ N 0 Z- , a. MUT ■nagiueoring D/2. Consulting 8lruolurel Enpinss,s 29413 8811, Ave. 8. Auburn, WA 98001 1208) 949.9E 10 To 8I 2,722 395/# 1c' 15 ' 9 3419 • 2/ : 5.17-k8.5 i'`'''- , /5. 1, 5 9 = /915 45 SMEAR PER FOOT I (=,Q ELF 321 PCF SW TYPE 0.5 3.9-35 +65 2 ] 16 ,2 (1352 1 6, 2 Stwm- is 0+3,s +(2 35332-t212 2 +2722 15 0) , 1ddd /3,2 f 3 95/ Nalgn to + 10 29 -If 13,24/537 (�3S lg 1 r3,j3.2 f /53/ r Z gg • U w w W' NIL wo 2 � u. co = cy'. z o, w wi O - ' W Z I--: U • z o I z -- m3 2 I Pt F (SU 9.33 IOS s,e 150 234ew 2zse /50= 60 O �r 3 .ied MO s 3 75 8 8 s• ISM 3$� I ICY 525 + 7S 6 �STb2� . z3 1""'" L) 2()Z5 9Z3 +"74 2`15 2 2100 �%O STN DS P.3 '75 ISO i Z.5' ekei /00 Apo 4- 29 a. 29Z 3T' ,tb (, 09 /are 5( O _8f t N0 ()RIFT- ••■•••••■•••••■•••••■■•• ■••••••••••■■•••••■■•■•• areme.07.0■••■••■■•••••■•■••■ I i .- i ti'• 5. ! 14 ( Fl I5e,(/,/ 4%! !ioo061.(I1/5) I i 1 4109 , blfr ! I i ; tve) t741 Qi? 45tic, 1241 1 ! ; ! 4 ,1)141 ki0 I • r z- .IFI7 1... P <.•_ so.÷ , 017par 1 I --go. i. i-4-A•elo'713 . .6,Atakeol.00t'dv( ! i , , I ; 1 t i . ,6 , 1 i iv.] of- 11 (0.e; •- q,C.iii 41.e,4-C.4e)) 7 (p M 01R c- , . , /.4, 1 1.--• 1f111# ' 1 . , , 1 erqb6157 ' • N / Ij 1 : ! : F'Sgu6zH- i'l ei=146 I 1.-- I) I • . . . , . 1 ; 1 i EH ' I i 1 ; 1 LSAAff/LtV.6/ -40i gOii..1)1/41A-Gt, i 1 I . ; ' J 1 i • . 1 P120/41' 4: ! . H p- S ! ! I i , I 1 I I 1 P z- '60 I ■ 1 I 69A)TfrAWC Prev /ea,. I :■ A-7"5 re3g- f . i Pdl kir LOA-0 ! i ! ; 13/ 1).6 e x.p' .11 pr 1 . ± il' /6 <6 1 • i , :- , I 1 1 i ! I '2 j , . i 1 r ! i 1 • ) , 1 Ilcop, 1 --- loWpr • i 1 i i ! 4 1, .;:-..1 4 rr 6z 7/14 zu‘' . • 00/VC, vgd off' Wes. Vie. 12-' (/o � i 6( � 'W = U I I I / !("7 01 I I i' 1 1 1 1 i I { i 1 i i 1 1 1, 1 1 ! I i I ' ' 'L►.D /Ak7 ` jl ZC; = /10. '2 ( 4 4-1) : ' 1 . 1 i•-) (•0 i ' 1 4- 0 l, C I -gib Pc.P f ; p 6 b 1D /AJ o (tea; = ` J -cam i 1 1 I i #z Ig77A-iil I6 -V ' 3LI Di,/ = '? ('.z - 7 ) ( = /2.7Iaf) • ' -1 - ( b (�-7 ; � x 74.. 69-74 # i Wes• U rpq RE0M 01,006 1 • • Ol L H 1A t U I 126P; - 77:2' TI)E' ' d V r I 2 U /J t A77 / -IV , ' fr7 / P 0/0 -Vag A • . , • • ••• :••••• : : ! • . 1 1 ..; i i .. I • ; I ... . . i. .1 .. 1 . . • i - 1 . 1 . ; i i .. • • I 0 1 . • : : 1 I : 1 . i ' 1 ; ! : • 9 • • . I . t• • t• •••• • • •,i • 1 • ••. I t • a • • I •• ■s ••••• * 4 •0 .I • ••• ••• • II.. a + • a • . * • ..I • 01 • 0 • .1 ; • / • ; f • • t • • t I 1 • ; I • 1 • • I i • • i ! ! : : I I ; • 1 : • : • 1 ; . . • I . : . 1 .. • • •• .: •• i • 1. • .1 . • 1 . . ••• 1 • 41 Vi iS • ..rCr ' • i or1:44PAA .• 187 q/ 4... EigWrier I • 0 ! : i / I 1 " 1 . 1 .... 1 I • I I ! I • . . I : e : : . • : ; . 6 1 • • . 1 . ; . ;.. : • .. 1. . 1 .. 1... t — . — - i. — :.. .. I . — — 1 1 "-- M rtr... I I i : .. . .. : • .. .. . . • . . . 1 . o . i , 1 . . 11.i ! . 1 „ ! : 1 1 ; 1 • I : . . , • ; • I i 1 • 1 6/0 s • . 1 3...i.....1 •I 1 ....I il o•I .11 • I••••:• 4 ...; .. • ; 4 0 . • : 0 • . t 0 I I • • • • • .., • I • • • . •••••4•••■•••••••••'•'""' t • I . 1 • • • • • I • ; • • • . • t 6 • I gleaV•• A ti: = i ! e . a *LA sr/4LO ;T ?i q- l5P-e/.. hbv..4 . I . . 1 i ! )4' p&p o. /lad -ictso. ivAteca rordx=6 .,.1.1.1..1 , . . • • i . . 1 1 1 , . 1 : , 1 1 , . I 0 I • I I a ; 1 1 1 I I 1. I 1 • 1 I 4 : • • s I 0 , • I • e • • . . . ' . •• . • . . • •• ......le • •• . ...••• e•e.• • s... I. •••• • L. • a . •. s . I..• i• .•t.. ... • • ..i . •. . - I ...... 1 : 0 Di (Mg i -r0.1 I Id 1 , 16i"2 1 •r . • • . • I : I I I I. I I ' 1 I . : !. 1 . . : I • . . . • • 1 • . . .- • • . . ........ - I. . . . ...•,.... .... . ,, ... . t . ■ I 11S i . • ' I, i 2, . 1(4 : . 1 . 1 . i 1 . I • .. •• • . . • .i.. • .• • 1 •• I .4 . : ..i... .......1.-!.. ;.....1 t... i.. t -.lit—. 1 . I • . : : I . . • • ; : i I 1 i I 1 ' • / * I : / $ I i f • 1 a I . • ! • i • i 0 .1 • • • / I I I • / I i I 1 ; : • • I I . • ; . •• •• • I • •1 . •••• •I. I • I • I al • • • • : • • I I • ' ' . i ; , i ! ' , :. . : . ! .. • , . • .. .....•_• ..601/;;...1,-....o.or.i..poovigp...-7.pi -t ; or • • . , : 1 . 7 I 'I • • • ;•••,:l..litl.1.11'..;: ..±_' r0011.A161 a ik.H-v./ .0p. 024)1v7,0A. . / •• , i ..1 .. T I 1 : t . , • , . . : 1 .;. . • i i 1 • .... • . . .• . ... .. : ....1.-;(2...*oem-br..4.._ 1 • - ; ; . . --i . . . i : 1 I i . • .1 i ; . ; : ! 1 .; • : . 6 I • • •• X••••••■„„...• • • • • • • •• I • 1 • . • .. I . S. t 11:•!..ill . j ... r . s i . 1,.. 1 I 1 I 1 i .. is .1. . i • ...I. • . .• I . i I . : .„ • 1 1 ! • i .. . • . .. . ;. . 1 • .. •:.. •I .• I .. ••••••• • 1 • 6. •• • •• •■• • i ••• • • I • •1 • • • I • • • .1 . 1 • . -. • ' - I.. ' • .44 .1 ; 1..1. /0 .1 • I I I • ; 1 • • • I -... ; I . -4 -"; - 1 - • s t I 1 . ' 1 1 i • 4 .... ..i ! 1 • I r'Rkft-2U,F • ' 1 i : 1 1 • • . , • • - 4- " ••:. • – ; • - : - -- , ; 11..!•„...ii! , I I ! I I, . 0 : 1 a . ...; : • ..•..i...• I t I •.• • .4 • ...• • I .. . • • . • I • 1 . ... i .. • • ! • • • • • I I . • . • • •• 1 : e 1 1 • • • • • . I a • 1 • , ! 6 • •• $ l• • • .L s I. : • • • • • • II • : • • II . : .. • • 111 I • • • . • w Jo rt 2 • 0 t CO D ul 0 g 7 -o w Z 0, z 1— 11J ut 2 D, 0 u . ) tO 0 III 1= 1 - 1 - - 0 . z u) , 1-- 0 • When Recorded Return to: Olympic Development NW, Inc. P.O. Box 69736 SeaTac, WA 98168 Grantor(s): Grantee(s): Abbreviated Legal Description: WITNESSETH: UTILITY EASEMENT • , r s. co. Carl J. Holtum and Linda G. Holtum Lot 2 City of Tukwila Short Plat Number L2000 -016 Carl J. Holtum and Linda G. Holtum Lots 1, 3, and 4 City of Tukwila Short Plat Number L2000 -016 The North 18 feet of Lot 2 of City of Tukwila Short Plat Number L2000 -016 recorded under recording number 20000622900008. THIS INSTRUMENT, made this 17 day of Tic ` , 20 Q /)by and between Carl J. Holtum and Linda G. Holtum, hereinafter called the "Grantors" are present owners of Lot 2 City of Tukwila Short Plat Number L2000 -016 and Carl J. Holtum and Linda G. Holtum, hereinafter called the "Grantees" are the present owner of Lots 1, 3, and 4 City of Tukwila Short Plat Number L2000 -016. The Grantors, for and in consideration of one dollar and other valuable consideration, does hereby grant, convey and warrant unto the Grantees a utility easement for the purpose installing and maintaining underground utilities in the North 18 feet of Lot 2 of City of Tukwila Short Plat Number L2000 -016 recorded under recording number 20000622900008. The Grantees shall have the right, without prior notice or proceeding at law, at such times as may be necessary, to enter upon said above described property for the purpose of constructing, maintaining, repairing, altering or reconstructing said utilities, or making any connections therewith, without incurring any legal obligation or liability therefore, provided, that such construction, maintenance, repair, alteration or reconstruction shall be accomplished in such a manner that the private improvements existing within the easement shall not be disturbed or damaged, or in the event they are disturbed or damaged, they shall be restored or replaced in as good a condition as they were immediately before the property was entered upon by the Grantee. I RECEIVED CITY OF TUKWILA SEP - 1 2000 PERMIT CENTER DZOOO -2z7 The Grantees agrees that they shall be responsible to pay, as to each lot owned, an equal pro -rata share of the costs of maintaining the utilities installed within the above described easement. This covenant to pay shall be binding on the heirs, successors, and assigns of the Grantee to this agreement and shall run with the title to their lot. The Grantors shall retain the right to use and enjoy the afore described . premises, including the right to use the surface of said easement if such use does not interfere with installation and maintenance of the utilities. However, the Grantor shall not erect buildings or structures over, under or across the easement during the existence of such utilities. This easement shall be a covenant running with the land and shall be binding on the Grantors and Grantor's successors, heirs and assigns. Grantors covenant that Grantors are the lawful owner(s) of the above described property and has a good and lawful right to execute this easement. Dated this / — 7 day of STATE OF WASHINGTON ) ) :ss COUNTY OF KING ) 2 20 c� 0 Carl J. Holtum • inda G. Holtum On this day personally appeared before me Carl J. Holtum and Linda G. Holtum, to me known to be the individual or individuals described in and who executed the within and foregoing instrument, and acknowledged that he /she or they signed the same as his /her or their free and voluntary act and deed, for the uses and purposes therein mentioned. t Given under my hand official seal or stamp this / 7 d,of , 20 0 0 )lie Name: I,'vcr i otary Public in d for the State of A mresiding at ?Ii I /!P 1 ub y My appointment expires I- 0 --0 20000918001020 When Recorded Return to: Olympic Development NW, Inc. P.O. Bdx 69736 SeaTac, WA 98168 Grantor(s): Olympic Development NW Inc. Lots 1, 3, and 4 City of Tukwila. Short Plat Number L2000 -016 Grantee(s): Olympic Development NW Inc. Lots 1, 3, and 4 City of Tukwila Short Plat Number L2000 -016 Abbreviated Legal Description: WITNESSETH: 1 20000918001020 PAGE 001 OF 002 09/18/2000 14:15 KING COUNTY, WA UTILITY EASEMENT i The North 18 feet of Lots 1, 3, and 4 of City of Tukwila Short Plat Number L2000 -016 recorded under recording number 20000622900008. THIS INSTRUMENT, made this /9 day of S,. .E -azr,e , 20 OD , by and between Olympic Development NW Inc., hereinafter called the "Grantors" are present owners of Lots 1, 3, and 4 City of Tukwila Short Plat Number L2000 -016 and Olympic Development NW Inc., hereinafter called the "Grantees" are the present owner of Lots 1, 3, and 4 City of Tukwila Short Plat Number L2000 -016. The Grantors, for and in consideration of one dollar and other valuable consideration, does hereby grant, convey and warrant unto the Grantees a utility easement for the purpose installing VI and maintaining underground utilities in the North 18 feet of Lots 1, 3, and 4 of City of Tukwila Short Plat Number L2000 -016 recorded under recording number 20000622900008. The Grantees shall have the right, without prior notice or proceeding at law, at such times as may be necessary, to enter upon said above described property for the purpose of constructing, maintaining, repairing, altering or reconstructing said utilities, or making any connections therewith, without incurring any legal obligation or liability therefore, provided, that such construction, maintenance, repair, alteration or reconstruction shall be accomplished in such a manner that the private improvements existing within the easement shall not be disturbed or N damaged, or in the event they are disturbed or damaged, they shall be restored or replaced in as good a condition as they were immediately before the property was entered upon by the Grantee. 4 EXCISE TAX NOT REQUIRED K Co. Records Division putY R€CE1VED SEP 18 2000 TUKWILA PUBLIC WORKS Dated this / d' day of S.Ev7 dri 4,6%L. 20 0 0 . STATE OF WASHINGTON ) ) :ss COUNTY OF KING ) the President of Olympic Developmnet NW, Inc. Given under my hand official sea}�t fAhi��' if • � . 1 „•, • NOT 9521 := EC° P A m : 2 = • , J'9.2 1/2.0 • $ 2 Olympic Development NW Inc. The Grantees agrees that they shall be responsible to pay as to each lot owned, an equal pro -rata share of the costs of maintaining the utilities installed within the above described easement. This covenant to pay shall be binding on the heirs, successors, and assigns of the Grantee to this agreement and shall run with the title to their lot. The Grantors shall retain the right to use and enjoy the afore described premises, including the right to use the surface of said easement if such use does not interfere with installation and maintenance of the utilities. However, the Grantor shall not erect buildings or structures over, under or across the easement during the existence of such utilities. This easement shall be a covenant running with the land and shall be binding on the Grantors and Grantor's successors, heirs and assigns. Grantors covenant that Grantors are the lawful owner(s) of the above described property and has a good and lawful right to execute this easement. On this day personally appeared before me Daryl Tapio, to me known to be the individual or individuals described in and who executed the within and foregoing instrument, and acknowledged that he /she or they signed the same as his/her or their free and voluntary act and deed, for the uses and purposes therein mentioned and on oath stated that he was authorized to execute the instrument and acknowledged it as Printed Name: Notary Public in and for the Washington, residing at Sec, . My appointment expires / — 9- 92t1c of • When Recorded Return to: Olympic Development NW, Inc. P.O. Box 69736 SeaTac, WA 98168 Abbreviated Legal Description: THIS INSTRUMENT, made this 11 day of WITNESSETH: 20000719000858 CHICAGO TITLE LAS 9.00 PAGE 001 OF 002 KINGOCOUNT 21 COUNTY, WA UTILITY EASEMENT Grantor(s): Carl J. Holtum and Linda G. Holtum Lot 2 City of Tukwila Short Plat Number L2000 -016 Grantee(s): Carl J. Holtum and Linda G. Holtum Lots 1, 3, and 4 City of Tukwila Short Plat Number L2000 -016 RECEIVED SEP 1 8 2000 TUKWILA P UBLIC WORKS i i EXCISE TAX NOT REQUIRED Ki Co ecords Division 13 , Deputy The Grantors, for and in consideration of one dollar and other valuable consideration, does hereby grant; convey and warrant unto the Grantees a utility easement for the purpose installing and maintaining underground utilities in the North 18 feet of Lot 2 of City of Tukwila Short Plat Number L2000 -016 recorded under recording number 20000622900008. i The North 18 feet of Lot 2 of City of Tukwila Short Plat Number L2000 -016 recorded under recording number 20000622900008. 20QL) by and between Carl J. Holtum and Linda G. Holtum, hereinafter called the "Grantors" are present owners of Lot 2 City of Tukwila Short Plat Number L2000 -016 and Carl J. Holtum and Linda G. Holtum, hereinafter called the "Grantees" are the present owner of Lots 1, 3, and 4 City of Tukwila Short Plat Number L2000 -016. The Grantees shall have the right, without prior notice or proceeding at law, at such times as may be necessary, to enter upon said above described property for the purpose of constructing, maintaining, repairing, altering or reconstructing said utilities, or making any connections therewith, without incurring any legal obligation or liability therefore, provided, that such construction, maintenance, repair, alteration or reconstruction shall be accomplished in such a manner that the private improvements existing within the easement shall not be disturbed or damaged, or in the event they are disturbed or damaged, they shall be restored or replaced in as good a condition as they were immediately before the property was entered upon by the Grantee. re II, co !S J N LL! W O g Q - - O. ul Z ZZ - O 0` . W R o off' W W: o t o Z ', U N O 1_, z The Grantees agrees that they shall be responsible to pay, as to each lot owned, an equal pro -rata share of the costs of maintaining the utilities installed within the above described easement. This covenant to pay shall be binding on the heirs, successors, and assigns of the Grantee to this agreement and shall run with the title to their lot. The Grantors shall retain the right to use and enjoy the afore described premises, including the right to use the surface of said easement if such use does not interfere with installation and maintenance of the utilities. However, the Grantor shall not erect buildings or structures over, under or across the easement during the existence of such utilities. This easement shall be a covenant running with the land and shall be binding on the Grantors and Grantor's successors, heirs and assigns. Grantors covenant that Grantors are the lawful owner(s) of the above described property and has a good and lawful right to execute this easement. Dated this / -7 day of / iv STATE OF JO VAt l't14 ) MONTANA ) :ss COUNTY OF KING ) 2 , 20 00. Carl J. Holtum RECEIVED SEP 1 8 2000 TUKWILA PUBLIC WORKS On this day personally appeared before me Carl J. Holtum and Linda G. Holtum, to me known to be the individual or individuals described in and who executed the within and foregoing instrument, and acknowledged that he /she or they signed the same as his/her or their free and voluntary act and deed, for the uses and purposes therein mentioned. Given under my hand official seal or stamp this 1 7 da o , 20 o n 'r'� • Name: * /� ' VC? ••f otary Public in . nd for the State of ��o residing at f �i t / %P .i b • u y y My appointment expires / - 0 ' ? -- 0 M 1.0 General. M 1.1 Where Required. All roofs, paved areas, yards, courts, and courtyards shall be drained into a separate storm sewer system, or into a combined sewer system where a separate storm sewer system is not available, or to some other place of disposal satisfactory to the Administrative Authority. In the case of one - and two - family dwellings, storm water may be discharged on flat areas such as streets or lawns so long as the storm water shall flow away from the building and away from adjoining property, and shall not create a nuisance. M 1.2 Storm Water Drainage to Sanitary Sewer Prohibited. Storm water shall not be drained into sewers intended for sanitary drainage only. M 1.3 Material Uses. Rainwater piping placed within the interior of a building or run within a vent or shaft shall be of cast iron, galvanized steel, wrought iron, brass, copper, lead, Schedule 40 ABS DWV, Schedule 40 PVC DWV, or other approved materials, and changes in direction shall conform to the requirements of Section 706.0. M 1.4 Expansion Joints Required. Expansion joints or sleeves shall be provided where warranted by temperature variations or physical conditions. 1. ra a il M 1.5.1 Subsoil a rains shall be provided around the perimeter of buildings having basements, cellars, or crawl spaces or floors below grade. Such subsoil drains maybe positioned inside or outside of the footing, shall be of perforated, or open jointed approved drain tile or pipe not less than three (3) inches (76 mm) in diameter, and shall be laid in gravel, slag, crushed rock, approved three - quarter (3/4) inch (19.1 mm) crushed recycled glass aggregate, or other approved porous material with a minimum of four (4) inches (102 mm) surrounding the pipe on all sides. Filter media shall be provided for tenor subsoil piping. M 1.5.2 ubsor • rains s a all be piped to a storm drain, to an approved water course, to the front street curb or gutter, or to an alley; or the discharge from the subsoil drains shall be conveyed to the alley by a concrete gutter. Where a continuously flowing spring or groundwater is encountered, subsoil drains shall be piped to a storm drain or an approved water course. M 1.5.3 Where it is not possible to convey the drainage by gravity, subsoil drains shall discharge to an accessible sump pit provided with an approved automatic electric pump. A sump pit shall be at least fifteen (15) inches Appendix M Storm Drainage lye 7/01/98 IMO° p + Mr Washington State Amendments (381 mm) in diameter, eighteen (18) inches (457 mm) in depth, and provided with a fitted cover. The sump pump shall have an adequate capacity to discharge all water coming into the sump as it accumulates to the required discharge point, and the capacity of the pump shall not be less than fifteen (15) gpm (1.0 L /s). The discharge piping from the sump pump shall be a minimum of one and one- half (1 -1/2) inches (38 mm) in diameter and have a union to make the pump accessible for servicing. M 1.5.4 For separate dwellings not serving continuously flowing springs or groundwater, the sump discharge pipe may discharge onto a concrete splash block with a minimum length of twenty -four (24) inches (610 mm). This pipe shall be within four (4) inches (102 mm) of the splash block and positioned to direct the flow parallel to the recessed line of the splash block. M 1.5.5 Subsoil drains subject to backflow when discharging into a storm drain shall be provided with a backwater valve in the drain line so located as to be accessible for inspection and maintenance. M 1.5.6 Nothing in Section M 1.5 shall prevent drains that serve either subsoil drains or areaways of a detached building from discharging to a properly graded open area, provided that: (1) They do not serve continuously flowing springs or groundwater; (2) The point of discharge is at least ten (10) feet (3048 mm) from any property line; and (3) It is impracticable to discharge such drains to a storm drain, to an approved water course, to the front street curb or gutter, or to an alley. M 1.6 Building Subdrains. Building subdrains located below the public sewer level shall discharge into a sump or receiving tank, the contents of which shall be automatically lifted and discharged into the drainage system as required for building sumps. M 1.7 Areaway Drains. All open subsurface space adjacent to a building, serving as an entrance to the basement or cellar of a building, shall be provided with a drain or drains. Such areaway drains shall be two (2) inches (51 mm) minimum diameter for areaways not exceeding one hundred (100) square feet (9.3 m in area, and shall be discharged in the manner provided for subsoil drains not serving continuously flowing springs or ground water (see Section M 1.5.2). Areaways in excess of one hundred (100) square feet (9.3 m`) shall not drain into subsoil. Areaway drains for areaways exceeding one hundred (100) square feet (9.3 m shall be sized according to Table M -2. 330A e Olympic Development NW Inc. Joanna Spencer Development Engineer Public Works Department City of Tukwila 6300 Southcenter Blvd. Tukwila, WA 98188 P.O. Box 69736, Seattle WA 98168 -8736 Phone (206)246 -0055, Fax (206)246-0033, Mobile (206)423 -3907 Cc: Brian Shelton, P.E., City Engineer, Tukwila Pat Brodin, P.E., Operations Manager, Tukwila Ryan Partee, Storm Drainage, Tukwila Mike Cusick, P.E., Assoc. Development Engr, Tukwila Mike Alderson, Fire Departement, Tukwila Eric Holmgren, Superintendent, Olympic Development June 26, 2000 RECEIVED CITY OF TUKWILA RE: Address: 53xx South 140 Street, Tukwila SEP - 1 2000 3 new houses on Holtum Short Plat PERMIT CENTER Joanna, Here is a summary of the meetings between Olympic Development and the City of Tukwila regarding the 3 new houses we plan to build on the Holtum Short Plat (SW corner of South 140 Street and 55 Ave. South). Drainage Attendees: Tukwila (Joanna Spencer, Ryan Partee), Olympic (Daryl Tapio, Eric Holmgren) Date: Friday, June 23, 2000 The perc test results conducted per the City of Tukwila standards came in higher than would seem prudent in order to install infiltration systems for the downspout drains and footing drains. It was agreed that the best solution would be to run a 6 inch line on the north end of the property running west to east that would convey the water from the houses to the existing catch basin near the northeast corner of Lot 1 approximately 5 feet east of Lot 1. Joanna stated that a joint maintenance agreement would need to be created and she would like to review the document prior to recording. The recommended pipe is ADSN12 with cleanouts every 100 feet. Sewer Attendees: Tukwila (Joanna Spencer, Mike Cusick, Scott Moore), Olympic (Daryl Tapio, Eric Holmgren) Date: Friday, June 23, 2000 Olympic Development NW Inc. P.O. Box 69736, Seattle WA 98168 -8736 Phone (206)246 -0055, Fax (206)246 -0033, Mobile (206)423 -3907 Several options were discussed for connecting the 3 new houses to the sewer system. Joanna stated that Pat Brodin would be the best person to contact for this issue and that she would concur with Pat Brodin's decision. This issue was deferred until a meeting with Pat Brodin could be set up. Attendees: Tukwila (Pat Brodin), Olympic (Daryl Tapio) Date: Monday, June 26, 2000 Daryl presented Pat with a site plan showing the 3 lots with the approximate location of the 3 new houses and the sewer drawings provided by Mike Cusick. Pat stated that the new house on Lot 1 could be connected to the existing stub serving the existing house on Lot 2. Per the drawing the stub is 7 feet deep at the property line and would be of adequate depth. Pat stated that the new houses on Lots 3 and 4 could be connected to the manhole in 140 north of Lot 4 by one 6 inch line and an outside drop connection to the manhole. The 6 inch sewer line would proceed south from the manhole to Lot 4 and a Y installed in the ROW north of Lot 4 and proceed east to Lot 3 (See the attached site plan). Fire Department Requirements Attendees: Tukwila (Mike Alderson), Olympic (Daryl Tapio) Date: Monday, June 26, 2000 Mike explained the general requirements for the fire department regarding fire hydrants and sprinkler systems. Daryl presented the site plan showing the locations of the new houses on the three lots. Using a scale the distance was calculated from the hydrant to the new houses. All three new houses were within the 250 foot requirement and therefore a new hydrant was not required. Mike Alderson stated that the other requirement was to check the flow of the hydrant and to contact Mike Cusick for this. Mike Cusick responded later in the day that the flow on hydrant #87 was 1505 GPM and was adequate flow to not require sprinkler systems. rely, Daryl Tapio Attachment Site Plan 3 pages total w W: §, 2 2 W N LL? Wo -4 O:. moo.. G W W' _ 0 W N. O ' 99196 VM Y7M 1121 1S HLOn S Ctrs AVM 17VHdSY 30M dnNd JO SI a3 .9z 1/1NlYM ,01 i:108d JO SI 8 N NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 20000719000859 WHEN RECORDED RETURN TO OLYMPIC DEVELOPMENT NW, INC. P.O. BOX 69136 SEATTLE, WASH. 98168 E1765577 07/10/2880 13:58 KING COUNTY, SALE $188, CHICAGO TITLE INSURANCE COMPANY 577559 �'/ STATUTORY WARRANTY DEED Dated: JULY 10, 2000 THE GRANTOR CARL J. HOLTTUM AND LINDA G. HOLTTUM, HUSBAND AND WIFE for and in consideration of TEN DOLLARS AND OTHER GOOD AND VALUABLE CONSIDERATION in hand paid, conveys and warrants to OLYMPIC DEVELOPMENT NW, INC., A WASHINGTON CORPORATION the following described real estate situated in the County of KING State of Washington: Tax Account Number(s): • 167040- 0215 -00 LOTS 1, 3 AND 4, CITY OF TUKWILA SHORT PLAT NUMBER L2000 -016, RECORDED UNDER RECORDING NUMBER 20000622900008, BEING A PORTION OF LOT 10, BLOCK 2, COLEGROVE'S ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE(S) 85, IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 50 FEET; AND EXCEPT THE NORTH 20 FEET THEREOF RESERVED TO KING COUNTY FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING NUMBERS 2054467 AND 8408031083. ;NAM $1 L KINT UNNTY ND 10.00 , PAGE 001 OF 001 SUBJECT TO: EXCEPTIONS SET FORTH ON ATTACHED EXHIBIT "A" AND BY THIS REFERENCE MADE A PART HEREOF AS IF FULLY INCORPORATED HEREIN. RECEIVED CITY OF TUKWILA SEP - 1 2000 PERMIT CENTER CARL J. HOLTTUM /10 JAvtairL, LINDA G. HOLTTUM O so /ttnn / w P z occasi City Water Meter Permit No.: (D2i OO— 2.S7 KNOW ALL PERSONS BY THESE PRESENTS, that Q /r/r7.1 / ��tir' /o .new+ "- , i 7:1 c , , an individual enera corpora ion partnership and existing by virtue of the laws of the State of Washington, located at /5_?3 0/.± ,Z4, S .-S d c,,r'4- v /a 6 City of Tukwila in King County, for and in consideration of the sum of TEN DOLLARS ($10.00) lawful money of the United States, to it in hand paid, the receipt whereof is hereby acknowledged does by these presents grant, bargain, sell property, located at 5,3 y3 Si /Ifo s 1- City of Tukwila, County of King, State of Washington, to wit: Legal Description of Real Property: Po Q.TL iv �- SLJ (4 — 23 (P-01.° tc - 2. C o (j•jLcC 1) r�S List of Materials /Asset Description water meter box(e) located at the above address, 3c lineal feet of 3 ��1 inch meter service line(s) with appurtenances, made of GoPPa- T; ye K material type with an installation cost of $ I (40 , constitutes the list of materials for this turnover. The seller herein covenants, agrees, and warrants that he /she is the owner of said property and that the same is free from all liens and encumbrances, and that it will defend the sale of said property, goods and chattels, hereby made, against all and every person or persons whomsoever, lawfully claiming the same or any part thereof. P:PW Dev Engr /Forms /Water Supply Asset Sale WATER SUPPLY ASSET Bill of Sale EXECUTED at the City of Tukwila, Washington, on this gfh day of \ctnuary , 20 03 STATE OF WASHINGTON County of King On this day personally appeared before me Daryl Lee 'repro to be known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that he signed the same as his free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal this g+h day of -Tav►uar y , 2003 . ) ) ss P:PW Dev Engr /Forms /Water Supply Asset Sale (Liz..., .., a. i6"— Signature Alice A. Deac Print Name NOTARY PUBLIC in and for the State of Washington, residing at Renton Washing-1.6A My commission expires 616 -05L ACTIVITY NUMBER: D2000 -287 DATE: 9 -1 -2000 PROJECT NAME: HOLTUM 1 SITE ADDRESS: 53xx S 140 ST XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Buildilig Division Public Wprks Y AM/. DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: APPROVALS OR CORRECTIONS: (ten days) VR ROUIIAwc SON PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP 4(2 Fire Prevention g Plan i g Division AP 1 P 4 i-z51 -0 o Structural n Permit Coordinator Incomplete n TUES /THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: n No further Review Required DUE DATE: 9 -5 -2000 Not Applicable ❑ DATE: DUE DATE 10-3 -2000 Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Sign T __. .�,,_ .� REGISTERED AS PROVIDED BY LAW AS' CONST CONT GENERAL REGIST. # EXP. DATE CC01 OLYMPDNO30MQ 07/01/2001 EFFECTIVE DATE 07/18/1997 OLYMPIC DEVELOPMENT N W INC P 0 BOX 69736 SEATTLE-,WA 98168 -8736 Issued by DEPARTMENT OF LABOR AND INDUSTRIES us Fil.E. CC3:;:-' .,-.. I I understand that the F. ;an Ch . ck ',:::pprovals art sub'ect to errors SRC; OlniF.:'*7:r :7,d approval • 1 t s does not - .: '. ..:!' of any .,. d c c o o py e c o : f c:' i.. * : : 1. - . 0 J .- ,,,:;,....:,., .. . ;,, ,..) ,,( t n o o f w c i o e n d - ge. Date 10- agamoi. Pe • . WOOL. t laW11111•1111111•111111 - ' 1 1 , 1 , ,I , J , 1 Hut 99Z1-0`,Z (09c) Zg9gb •/X! . 1\lb"/"\ •.Q•\I Z01 _L SfrgiA1-1.1..WON NS)1e. - -1 -- ,== -- ..41111111111111111111111111111110 - ADO 914\1110 z I— < uJ U 0 0 co 0 0 U- LLJ Z 1/4.) < I 4;] 0 U.- Lu SEPARATE PERMIT - ss' " REQUIRED FOR: BUILDING DIVISION CITY OF TUKWILA 1I PIPING BI PPLUMBING ETIVIECHANICAL LECTRICAL I W I NOOW 'SGHEDLJLE WINDOW SIZE AREA SF OTY. TOTAL AREA FOYER 3oX4o FIX 12 HVAG -HIGH r HVAG -MED UTIL 3oX3/6 SL 10.5 0.75 U -VALUE 10.5 KITCHEN 4oX3 6 SI- 14 0.40 U -VALUE 0.40 U -VALUE DINING 6oX6 /10 PD 41 R -30 R -30 LIVING 6oX5o SL 30 R -30 30 STAIR WELL 6oX5o SL 30 R -I 9 30 MASTER 6oX5o SLR -30 R -I 9 30 MASTER 6oX4o 51- 24 R -1 O R -1 0 M.BATH 4oX4o Si- 16 R -I 4 R -I q BEDROOM #1 5oX4o SL 20 ._ 2 • • BEDROOM #2 5oX4o 51- 20 20 -- BEDROOM #3 4oX4o SL 16 16 TOTAL 2815 5F WASH I T / ' ‘,TAT - NER Y k r arrIom S erriar , -s ELECTRIC HEAT ( OTHER FUELS HVAG -HIGH r HVAG -MED j HVAG -LOW GLAZING 0.34 U -VALUE 0.75 U -VALUE 0.65 U -VALUE 0.60 U -VALUE DOORS 0.20 U -VALUE 0.40 U -VALUE 0.40 U -VALUE 0.40 1.1 -VALUE CEILING R -38 R -30 R -30 t R -30 VAULTED CEILING R -30 R -30 R -30, R-30 WALLS R-21 R -I 9 R -1 9 R -I q WALL BELOW GRADE INT. R -21 R -I 9 R -I 9', R -I '1 WALL BELOW GRADE EXT. R-I 0 R -1 O R -1 0 R -1 0 FLOOR R -30 R -I 4 R -I q R -I q SLAB ON GRADE R -I 0 R-I 0 R -I 0 R -1 0 LIVING BOOM 16 2•X12• -2• DINING 9•- 10'X12' -2' 4X4 POST Y it 7 /8• MIGK STORAGE 4 LLI 1Q 0 7 0• 6oX.5o SL 2ND FLOOR CANT s ffp GARAGE 6oX6 /10 PP • 5 _ I/8' X /S ' GLB /111Alle /Gx7 orb Doofz B.0LS0N 08 -01 -00 NOTE: ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL APPLICABLE GODES 2. VERIFY LOCATION OF ALL ELECTRICAL FIXTURES 3. IT IS THE RESPONSIBILITY OF THE GONTRAGTOR/ BUILDER TO GHEGK FOR ANY ERROR OR OMISSIONS TO THE PLANS. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS VAPOR RETARIER POLY PLASTIC >- 4 MIL- ML ViSOUEEN WALLS E CEILING PV.c PAINT VENTILATION VENTILATION WILL BE INTERGRATED W/ FORGED AIR VENTILATION SYSTEM. WSEG 302.6.3 FAN SIZES AS NOTED IN PLAN DOOR 4 WINDOW HEADERS (1 1 DENOTES 4X3 HEADER BEAM HEADER BEAMS: #1 DOUG FIR STUDS: #2 DOUG FIR GLUE LAM BEAMS: 24F -V4 ARGHITEGURAL 24F -V8 ARGHITEGTRUAL (CANTED BEAMS) N C ifl 1)(8 5m+b log.T FLOOR PLAN SCALE V4' -r0• 5THDSg I RECEIVED C KWILq SEP - 1 2000 PERMIT CENTER Da000.m„ V Iti!i!! !i!i!i! iM.R: U I • 7' 0' 50 DIPA55 PES 7x6 D 7W DEDIZOOM I3'- 0'X11' -10' OPEN TO B ELOW 5 oX4o c 1.- yr X MUNE 2 NW 2/4 2/6 6oX • io 13' ?' PD 2/6 2/6 i4GcOff 2.2-1410' 31 PE5 MA I2'- 4'X14' - 4' 'GALE V4' 40' in DEDIOOM 12 "- 8'X13' -O' 2/4 5T6,2367 5oX4o 51 - 6o DIPA55 PE5 Nir 0 � 6' 10' s DEDf OOM 10'- 4'X10 " -4' 4oX4o 5 I6 -. u m. lir 2N0 FLOOR PLAN RECEIVED CIIY.OF TUKWILA SEP - 1 2000 PERMIT CENTER F 8' GONG WALL ON I X 8' GONG FTC. SON VENT PER CODE I AREA /I50- SF MIN T O O" FOUNDATION PLAN SCALE V4'40' Fos- t=CAM\rJEi TO I 5 i r R# M rI6 pLAd RECEIVED CITY OF TUKWILA SEP - 1 2U00 PERMIT CENTER i ,>: w >- 0 13.0L-SON 08-01-00 - 9 ' 0' I • •• f I 9' n' >I ��- I 9 1/2• TJI ON 2X4 Qo�;y Mrs L i I 1__ ` — { 15' eL ptc'd /2 #7 I / 1 24$2yx /o Lc.Nc ?AO sT2t? F r611)) Wy 3 1F- 6A. n/ At .tom w — 4r . ' • - = X4 POSTS TO DECK — F 4' 4' A' T 7' 10' I ® I H ® PAD(TY I - -I II , H I I — I 1 I I FURN A I -E i _, -c N8' GONG WALL ON f I ?, 6 `' 1 • X 8' GONG FTC. /VA /(' X S" /GONG PAP I I- 4' -25b0 PSI GONG ON GOMPAGT -FILL • . 14 V 9I Mf'50N VOLOO N • t • OR 1 Ea) IVALENT SLAB • ' • r F 8' GONG WALL ON I X 8' GONG FTC. SON VENT PER CODE I AREA /I50- SF MIN T O O" FOUNDATION PLAN SCALE V4'40' Fos- t=CAM\rJEi TO I 5 i r R# M rI6 pLAd RECEIVED CITY OF TUKWILA SEP - 1 2U00 PERMIT CENTER i ,>: w >- 0 13.0L-SON 08-01-00 11 W ILL L HAND FRAME ROOF PLAN SGALE 1 /8' -I'O SHEARWALL SCHEDULE I/2' SR/ IT PLYWOOD RISERS' / (3) 2X12 STRIN6ERSr 5/8' TYPE 'X' SR TYP. STAIR DETAIL SGALE 3/ 8' -ro• !MARK 1A 2 3 4 5 8 7 8 SHEATHING 7/18' MIN APA RATED SHEATHING OR APA RATED SIDING 303 7/18" MIN APA RATED SHEATHING OR APA RATED SIDING 303 7/18' MIN APA RATED SHEATHING OR APA RATED SIDING 303 7/18" MIN APA RATED SHEATHING OR APA RATED SIDING 303 7/18" MIN APA RATED SHEATHING OR APA RATED SIDING 303 1/2" GWB BOTH SIDES 1/2" GWB ON INSIDE FACE ONLY 7/18" MIN APA RATED SHEATHING BOTH SIDES 1/2" GWB BOTH SIDES FASTENER SPACING ALL EDGES 8d 8 "oc OR 14 GA. ( 8" oc OR 15 GA. H 1 5 "oc 8d roc or 14 GA. gg roc or 15 GA. C9 5 "oc 8d ; 4 "oo or 14 GA. 'e 4 "oc or 15 GA. a 3'oo 8d ®,3'oc or 14 GA. roc or 15 GA. a2Woo 10d ®3 "oc or 14 GA. (g12 Woo or 15 GA. 419 roc 5d COOLER OR GWB � 4 "ocor#8xI SCREWS (1:9 roc 5d COOLER OR GWB � 4'ocor08x114 SCREWS (rQ roc 8d al roc or 14 GA. ©3 "ocor 15 GA. a 2 Woo 5d COOLER OR GWB @ 4"ocor118x1W SCREWS gq 8 "oc BOTTOM PLATE FRAMING NAILING OR ANCHOR ANCHORS BOLTS (NOTES: 7 & 8) 18d -® 8 "oc OR 1/2" AB al 5'.8 "oc A34 la 2' -4 "oc 18d @ 8'oc or A34 t 18'oc 112" AB © 3 or or 518" AB RQ 4'-8 "oc A35 l l 18 oc 2- 18d® roc or 1/2" AB © Z-0 "oo or 5/8" AB $Q 3-0"oo A34 ® 10 "oc or A35 @ 12 "oc 2 -18d a Sloe or 1/2' AB'gg 1' -8 or 5/8' AB 2' -4 "o0 2-18d1t roc or 1/7" AB ©1'.4'o0 or 5/8' AB gi 2' -0'oc 18d Woe or 1/2" AB ® 3' -0'oc or 5/8• AB a 4' -2'oc 98d ® "oc or 112" AB ell 5' -8"oc 2 -18d 3'oc ar 5/8" AB CO 1 -2'oc 2 -18d © roc or 1/2 "ABO2- 4 "ocor 5/8' AB oftt 3' -8 "oc A34 ®8 "oc or A35 $tl lobo A34 © roc or A35 (tfl 8 "oc A34 ® 14 "oc or A35 a 18'oc A34 © 2' -4 "oc A35 ® 8'oc A34 © 12 "oc or A35 R 1 14 "oc ALLOWABLE SHEAR 130 PLF 230 PLF 353 PLF 451 PLF 545 PLF 250 PLF 125 PLF 902 PLF 300 PLF NOTES 5, 2 5, 2 4, 2, 8,10 4, 2, 9, 10 3 9, 2, 11 3 NOTES; 1. AU. FASTENERS SHALL MEET THE FOLLOWING CRITERIA: BD COMMON = 0.131' 0 X 2 W MIN., 10D COMMON = 0.148 X 2 W MIN., 18D COMMON = o.187' O X 3 K' MIN., 6D COOLER = 0.088" 0 X 1 5/8' MIN., 5D GW8 = 0.092* 0 X 1 W MIN., 15 GA. STAPLE= 0.072.0 X 1 W MIN., 14 GA. STAPLE 'O .OSO 0 X 1 N' MIN. 2. ALL APA RATED SHEATHING AND SIDING PANEL EDGES SHALL BE BACKED WITH 2 INCH NOMINAL OR WIDER FRAMING AND FASTENED PER THE SCHEDULE ABOVE. PANELS MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. SPACE c " AT 170C OR STAPLES AT 10'OC ALONG INTERMEDIATE FRAMING MEMBERS. 3. ALL GWB SHEATHING ON DESIGNATED SHEARWALLS SHALL BE BACKED WITH 2 INCH NOMINAL OR WIDER FRAMING AND FASTENED PER THE SCHEDULE ABOVE AT ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING. AT SHEARWALL TYPE 6 AND 8 ,THE BLOCKING AT THE HORIZONTAL PANEL EDGES AT THE INTERIOR PORTION OF THE SHEARWALL IS NOT REQUIRED. NOTE THAT THE FASTENING AT ALL STUDS AND TOP AND BOTTOM PLATES IS STILL REQUIRED. 4. WHEN SHEARWALL IS LESS THAN 28" IN LENGTH, REFER TO LATERAL RESTRAINT PANEL DETAIL 5. PROVIDE 7118' MIN. APA RATED SHEATHING (PLYWOOD OR OSB) OR APA RATED SIDING 303 OR INNER SEAL OSB RATED PANEL SIDING ON ALL EXTERIOR WALLS AND NAIL PER 1 U.N.O. 8. WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL. AND NAIL SPACING IS LESS THAN 8 INCHES ON CENTER ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3-INCH NOMINAL. OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED. 7. REFER TO TYPICAL SHEARWALL DETAILS FOR LOCATION OF FRAMING ANCHORS. FRAMING ANCHORS ME NOT REQUIRED AT EXTERIOR SHEAR WALLS AT ROOF. 8. AT INTERIOR SHEARWALLS AT ROOF, TIE SHEARWALL TO ROOF TRUSS WITH FRAMING ANCHORS PER SCHEDULE OR EXTEND SHEARWALL TO ROOF AND SHEATH AND FASTEN PER SHEARWALL TYPE 1 OR 5. S. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3' NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED WHERE NAILS ARE SPACED 3" OR LESS ON CENTER. 10. PROVIDE 2X2X3/18 PLATE WASHERS ANCHOR BOLTS @ SHEARWALL TYPE 3 & 4. 11. PROVIDE 3X SILL PLATE Q SHEARWALL TYPE 7. 2X2 BALUSTERS VERIFY STYLE TRNE.ER e. Solis 7. Concrete STRUCTURAL NOTES . CODES AND SPECIFICATIONS 1. Uniform Building Code -1997 Edition 2. AC1 31883 Building Code Requirements for Reinforced Concrete 3. HILT! Fastening Technical Guide 4. Western Products Use Book 5. Simpson Strong Tie Connectors Catalog - 2000 DEIGN CRITERIA 1. Wind Load - per Uniform Building Code - Method 2, Basic Wind Speed = 80 MPH, Exposure B 2. Seismic - per Uniform BUikding Code Zone 3, I =1.0 3. Roof Load - DL =15 PSF LL = 25 PSF 4. Floor Load - DL =10 PSF LL =40PSF 5. Deck Load - DL =10 PSF LL =40PSF - Assumed 2000 PSF Allowable Soil Bearing - Assumed 30 PCF Equivalent Fluid Pressure for Retaining Wall Design -2500 PSI 28 days Grade 40 reinforcement - minimum 3" cover for ail reinforcement except as noted at retaining walls or other details 8. Mortar - Type S TIM BER CONSTRUCTION NOTES 1. Lumber grades and allowable stresses shall be as follows Hatless noted otherwise on plan: Glulam beams 24F-V4 Ft>=2400 pat 1 3/4" Mlcro=iems, LVL E =1800 kal Fb=2800 psi 2 11/18 ; 3 14', 514' & 7' Parailama, PSL E=2000 ksl Fb=2900 pal 2. When top plate is interrupted by header, header shall have strap connectors to the top plate each end. Use 2 - Simpson MSTA24 connectors, UNO. 3. All shear wall sheathing nails and anchors shall be as detailed on the drawings and as noted in the shear wall schedule. All exterior walls shall be considered sheer walls. Use 7/18' min. APA Rated Sheathing - blocked - with minimum nailing ed common 8• oc, UNO. ad common nails shall be 0.131' 0 x 2 1/4" minimum. 4. Floor and roof diaphragm nailing shall be 8d common Q 8 "oc at all supported panel edges and 8d © 12"oc at intermediate supports. SOIL CONSTRUCTION NOTES 1. AN footings and slabs shall bear on undisturbed soil or fill compacted to 959E Modified Proctor. 2, Assumed allowable eon bearing pressure = 2000 psf. GENERAL CONSTRUCTION NOTES 1. Contractor shall verify ail dimensions In the field. Any variations from the drawings shall be brought to the attention of the Designer or Engineer. 2. Adequate shoring and bracing of all structural members during construction shall be provided. Any proposed field changes to have the prior approval of Engineer, RECEIVED CITY OF TUKWILA SEP - 1 2000 PERMIT CENTER INSULATION DAFFLES AT VENTS ALUM GUTTER 7/1 LAP SIDING ON 1/2' GDX PLYWOOD ON 2X6 I6' O/G 2X6 ON 1 /2'X10' ANGHOR DOLT 6' —O' 0/0 I' O' FROM CORNERS w -k- ,, tR1 ROOFING ON I5# FELT ON 1/2' GDX PLYWOOD ON MANUF. TRU55 24' 0/G 6 MIL VISQUEEN D°°0 . age I2 2 n INSULATION DAFFLES AT VENTS ALUM GUTTER 7/16' LAP SIDING ON I/2' GDX PLYWOOD ON 2X6 I6' 0/G 8' GONG WALL ON 16' X B' GONG FTC. Mr-A9 w rn4 A- Pp#vv1 A F',A15, lc J - " BLDD/At6 $ Cot(. C4ecttt_ -cietzsacb R_ocA E j Foorix.m. DiE 4MJ RECEIVED CITY OF TUKWIIA SEP - 1 ZuUO PERMIT CENTER w L. v 0 4 2 L- . BOTTOM FL NAILING PER SW SCHEDULE 2 -2x STUDS SIMPSON HPAND22 HOLDDOWN• FILL ALL NAILHOLES W/ I6d NAILS. 911E1T N0. EDGE NAILING BOT. PL 4 SILL FL. FOOTING DIMENSIONS OTHER FAN. SECTIONS BOTTOM FL NAILING PER SW SCHEDULE SIMPSON STRAP -� PER PLAN. SLOT PLYWOOD 4 BEND STRAP g JST OR BLKG. EDGE NAILING PER SHEARWALL SCHED. MDT Engineering AI11:Ini.1.1i P. TIIIIIJPSON, P.Y. guP•lered Profmrloeel En; weer TYPICAL SNEARWALL DETAIL FOUNDATION WALL Consulting Sinlrtursl Engineers 'L041:1 6SI1. Avn Y; Auburn, TA UU1101 (2110) u40 -1NIlU TYPICAL SHEARWALL DETAIL WHERE FALL DOES NQT OCCUR 43ELOUJ SHEET NO. DRUM MDT Engineering MICHELLE D. THOMPSON, r.E. NogialrrrA INresAlne.l Puglnrnr Consulting 8lructurel Engineer. 29413 66tH Ave. S. • ' Auburn, WA 05051 • (200) 840 -15110 IF JOISTS ARE PARA LL6t. TO SHEARWALL, PROVIDE DBL JOIST UNDER SW. I ANCHOR BOLTS PER SHEAR WALL SCHEDULE. FACE OF CONCRETE e CORNER COPYRIGHT 1995 MDT Engineering SHEATHING PER PLAN 4 SHEARWALL SCHEDULE. i - IF JOISTS ARE PERPENDICULAR TO SHEARWALL, PROVIDE 2 -2x BLOCKING BUN JOISTS FOR FULL LENGTH OF 5W. COPYRIGHT 1995 MDT Engineering JOO 110. CHECK= M.D.T. DATE SCAM I c DRAWN 1.D1:ATIDN r. - :�•.u� -:r1 3 2 1 AWAIT No. A USE TOP PL NAILING PER SW SCHEDULE EDGE NAILING PER SW SCHEDULE. SHEATHING PER PLAN 4 SW SCHEDULE. NAIL SHEATHING TO HEADER rr3" O.G. E.W. .LIME r. I S I C L '' TYPICAL INTERIOR 51- IEARJJAL L DETAIL COPYRIGHT 1995. W/ NO SHEARWALL AE3OVE MDT Eng:neering t ' --.. MO 00. al,cee. _ r A I 8 MDT Engineering Consulting Slruelurel Engineers 29417 6611. Are. S. Auburn. ■A 00001 011:11CUB D. TIIOMPSON, P.C. (206) 010 -6010 ggl.lered Pnk.ei.nel l'uglO..' 2x4 TOP PLATE - HEADER _- �.. Jam•• - T If U Ii 1. •14 II LATERAL RESTRAINT PANEL MDT Engineering MICHELLE P. TIIOMPSON. P.C. Registered rnf..slmul Engineer Consulting Structural Engineers 29413 6611, Are. S. Auburn. RA LIMO! 12ul1I LI11-0llo SIMPSON FRAMING ANCHOR PER SW SCHEDULE. 24" MIN. OR I6" MN. ' V1 X000 - 2 , g � ra GAUGE STAPLES', OR S PENNEY NAILS • 3" O.C. ALL PLATES. HEADERS AND STUDS. APA RATED SHEATHING 3/5" I 24/© EXP. I (2) 2x. STUDS. NAIL , —(2) 2x4 BLOCKING e ANY SHEATHINGTO EACH °-STUD 1 .,..H PLYWOOD JOINTS. II....e. -- =s ..i1 te- _,c- _ = =_.41 (2) 2x PLATE NAIL SIMPSON HPAHD22 ii i i z SHEATHING TO EACH rd•/J.0 - p(,11.LP " " w. PLATE pp _ 01 (3) 2x PLATE s g 0 11 - , E _- - » -41,, I6' W PANELS. - l/2 it - IJ - 9'I OW. I � ' • - � �--_ I /2 "dla. ANCHOR BOLTS U - . 21 ••. U l" MIN. EMBEDMENT COPYRIGHT 1995 MOT Eng inrgoring sIL MEW M.D.T. Ulf xA lg NTS — st"rN JL1rUtnN DocUcci -1 ) MOT. Ylt STALL 1"•I bum "'"" n1 DOCI)COM L TWEET N0. MDT -_ 3 55� . Auburn, WA 98001 ,.. 206 - 946 -8810 A.1A1LIAJ Pea l BOTTOM C NAILING - PER SW SCHEDULE DULE SHEATHING SCHEDULE. EDULE. —. 1111 I GLUES PER PLAN 2x STUDS EDGE NAILING BOT. PL. RIM JOIST 4 TOP PL. SIMPSON STRAP PER PLAN. CENTER ON RIM JOIST. AT INTERIOR WALL SLOT PLYWOOD. TYPICAL SHEARWALL DETAIL UJ/ WALL BELOW fi S c•? In )It MDT Engineering AIICIIEU$ D. TIIOMPSON• P.B. Eugu.Ier.d,Erelee.i.uel Engines, — •""'"g .oIllu Slruelunl EUgl,,e. . 2U -II:1 Soil, ►r.. S. Auburn, .A U00U1 1250) 010 - 6010 .01 v A SIMPSON FRAMING ANCHOR PER SW SCHEDULE. yr -- rYpl /R-ri2 /oe .3/11-64e.14464., rx /L WEE NA- c f PAPA 6--C- tn/Mci9 /PAM /A./4 V1 COPYRIGHT 1995 MDT Engineering Y nW Nn. IM12.L.1 M.D.T. DATE WAIF I "•I aeleN "N'Al u,n DocUcoM lorre;v1/4A re. Nkh:l,v6 F 61 f yt/{4-(-- ‘1 -117H /ti's 4 A.JM.lAJG p RECEIVED CITY OF TUKWILA S E P - 1 2000 0070A/ E PEWIT CEN to MC WEST UIILLING ; : MATERIALS Rml 0 0 0 p ® BMA WEST BUIILBUVG MATERIALS: 11 21 we. 14111111111 24" o.¢ BBO BBO A complete TJ -Xpert framing plan includes the True Joist MacMillan Builder's Guide Rml Is FRAM I NG PLAN 2ND FRAMING PLAN CREATED BY 172 SC AVB KENT WA 98032 zs3J54 5704 FAX; 233- 854.0063 JOB COMMENTS CUSTOMER OLYMPIC DEV. CONTACT:DARYL TAM, JOB: 1887 TRACKING N TJ1I 1864 FILE M MA 1887 SALESMAN: CHUCK A complete TJ -Xpert framing plan includes the Trus - Joist MacMillan Builder's Guide 0 NOTE [RCN OPERATOR e c xESr eutcDOa 9utcRlA1.1 THESE R.W OINGS HERE MGM 11![114 TRU! JOIST TJ •!peat TIEDTO B7 AN OPERATOR MUM N10 WALIfIED 70 US/ THE 30/1168E. pf.WS 1216 tI ED BT .xL TAL A ANo VlCD f0 OCTLAMNC ALL 1701:0431. 1.4=1117:14414,',1 CHIC% ALL MATERIAL! SPLCIMED RI MIS GTOIT. A P Length Produel 11 29' J2 2T n IY 14 J1 3• MI I2• Mz la LEVEL =CS rile Nom 661 1191.. Level Mama: WAIN 1117 Plot Cate( 1/1 /2000 I01OS Design Dais: 1/9/:000 11141 Droving Sealer UP • 1' Joe ue lucr MAIN ( dote... Foundation WAIN 2811.. }lotte UPPER 1517. 11 ROOT 1.7.... 0/3/2000 lor iggi Gwl dubn cL•a 2Mlrared eMw stork.. U Jet ora Iml 1 t i :leper Weal Malt have ma[llee stack.. elm.•• Design Nethodologyt AID Pleat Are. Loedlm Ur 10 Cat De. Intl li paf Mad Mad "tl Jatlr. Defleatlone W 110 Total Ivy W210 tout toed Avre. SJ -Pro lacing for rloorl 11 Glued f Nell. Decking la Asculy Dire. Applled aping is Not Resoled floor Meklng( 3/ 4• CM Normal 0.C. !peeing • 24"• Default 1411 / Mu Nldchl 5.1•' NJ -Apart 6.03 116601 D 06.03 14.05 16.03 46.03 •Velma, net. oeneule• JOB COMMENTS CUSTOMER: OLYMPIC DEV. CONTACT: DARYL TAPIO JOB: M87 TRACKING N TJ7I 1864 FILE 6 864 1887 SALESMAN:CHUCK the Noel 564 1107.. Laval Name: UPPER 1557 Plot Data: 5/9/:000 12:06 Design Mut 5/9/2000 11:07 Day. Sul. 1/4• • 1' Job S MIN ( 1 0 MIN 1457.... ....Plotted B /9/:000 ll:i3 DPP:0. 1187... a, a / 9/:000 u rn npor 1a17....s / 8/9 /2000 10:32 ::.atr.:ea .ague rel levels awe have aat!ier Teti. Methodology: ASO fleet R:va Loadlnp 2a 10 oaf Live :.odd paf Mal LOe0 wxl WtaO L , lv •. on. L/240 tool my Aver. TJ•Pro Rating for Tloorl 50 Glued 6 Nall. Nicking to As.. oi:•ct Applied ceiling is Aaaumed Floor Cetktnot J /4 098 Normal O.C. Spacing • 16'• Cantu, Nell / Beam Hach; 5.5•• Default Meade: Beating Length: 1.5• Standard Blocking: Bkl• '" 1 . 21 N ICIffeners Required M -7pea 6.07 111601 C6.03 06.07 66.03 P6.03. .Unless noted ocMivie (9 g 7 ( TJXpert JOIST AND BEAM LIST 4It2 TIVPrrrIS foist I /2 T11/Pro -I S Iois[ 9 I 2• TB/Pro•1701o1st 3 12•TJVPro•I50 oln 9 1/2' T1L'PN -130 Iois[ 1 3/4" x 9 I/2• I.JE TlmbetSbmld LSL 1 7 /4' x 9 l2' 1.3E TlmbuSn,nd LSL ACCESSORIES LL T Plot LengN Product Rml IT 6• 11 /a•x912'I3E TamberSlrvld LSL Eb 1'41/2" 91t2'TIVPro-150 Blocking FT Shl 4'x8' l /4 Unit Mot Na Qtr POO Qty 7 l 7 1 1 28 1 2. ML NOTES MEIN LEGEND J TJI Joist Type M Rectangular Product Type Daring wal ono Baca By others 18301 1 833 Mao 5y Other, 1.1 El Column (C301 N Ranger type U Rawer Symbol Pc Patel :ol Closure T}, 5k Blocking Type EE I i i re a2uckina I t i nael heera 2 :he 0a . c :noels tl:5fa:ar.: from the O.C. For Point Load Line to. Ana Load O Ca ta ll Calleut Gbal 19 Sul lder's Gultlel M Bearing Nldch Leh•( } - � Jotat L.}rout symtol S J 7 - z- 4TJXperEa Hatt rem OILER :C 1.4E 4Rl: BL':L]INO MATERIALS :HELL MAKNOE NEU ELATE. U:NO TAUS TJ•LIEAS 30 IY AH 7 ". A pA: :80 AI EUR 1 1 T n :NC TO TO THE 501 !OF'4AAE. PROMO 7LR` PROMO LY E : 0. MERE 1.1150 lCO :0 CC:CRM1:I ALL LtM:I15:CIIS Rxo LOA DING COIDIIIOIS. it I4 :NL CO RGCfOR! RE94OII:RILI:Y :D CNEC% ALL IIASEAJAl9 IPLCIFIEO RI THIS FOR THE TJ-XPERT WARRANTY SEE BUILDER'S GUIDE PM. LE60m J TJ[ Ol,c Type M Reetengular Product Type Dearing 1011 Deem 1110 Deem Dy Otters 1.01 ® Column ICS01 Pe Mrallel Closure tee m Crtr. uaeum I Llpeal beat' t far pemis metermt fro. w o.e, ,p...n Mint toed urea tad Ana Lag 0 Mull Callous LeMl IDee Del1ar•s slag! Mari. lEO Labl 1'•. Met Le, 1/4 0 1411 Kea. / nvring Didth DerniW TRUS JOIST MACMILLAN HANGER LIST • Simpson St ong•T'le Mogul P ID t Qty Product Label Top Nails Face N010 it r NOtn 24 NT211 14 11.17211 1 U210.2 10= MS 14•NIO 6• 14 -N10 6 -I IOU IOD (Zl JOIST AND BEAM LIST Plot ID Length Product li 72' J2 23' J7 21' J4 17' 15 I6' 16 16' J7 15' 1B 6' MI 9' M2 4' M3 16 11 7/8" TJUP4-150 joist 11 7/8" TWPro-150 joist 11 7/8' TJVI'ro -130 joist 11 7/B" TJVI'ro•I50 joist 11 7 /8 "TJVPro- 1501nist 11 7/8" 1 joist 7 11 7/8" NNPro -150 jois 11 /r 1l 1 7/8.1 1 . 50 jots 1 3 /4' x 1 7/B' ,3E TlmberStmnd LS1. 17/4 "x II 7/e " !II . 1: 1 4: tmnd LL. 1 3N" x 11 7/8. 1.9E M1icrollmn LVL S Unit 6 of Net Qty ^lies Qty 2 1 2 2 1 2 7 1 7 1 1 2 2 1 4 23 4 1 1 1 2 2 ACCESSORIES LIST Plot Unit M Cat Net ID Length Product Qty Pliea Qty 2 2 4 Wbl 85 /B" 1/2"x25 /1G "WCb Stillkncrs Rml 11/4" x 11 7/8' 1.3E Timb<r5tmnd LSL 7 I 7 Eb 4'21/4• 117/8 "T1Wro- 150111ockinx lbncis 1 1 1 Bkl 1'2 11 .OS/3 VPro•I50 Blockin Ponds 32 I 72 Shl 4'x8' 3 /4 "OSB 36 i 36 CREATED BY BMC WEST INC. 1720 S CENTRAL AVE KENT WA 98032 253. 854.5504 FAX: 253.854.0063 TRUS JOIST MACMILLAN FOR THE TJ -XPERT WARRANTY SEE BUILDER'S GUIDE