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HomeMy WebLinkAboutPermit D99-0160 - Dreamcraft Homes - New Single Family ResidenceIgo *.vre.A .ziisokitAwate.04nivastrAiWiar6i.:SMeii0 D99-0160 ,vt• . ".0?. 'WY ' 12031 46th Ave. So. Dreamcraft Homes (Lot 15) City of Tukwila (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: DEVELOPMENT PERMIT IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 334740 -1255 Address: 12031 46 AV 5 Suite No: Location: LOT 15 Category: NSFR Type: DEVPERM Zoning: Const Type: V -N Gas /Elec.: Units: 001 Setbacks: North: Water: TUKWILA Wetlands: .0 South: .0 Sewer TUKWILA, SIbpes,: ' N ... :... Contractor License No. :MJFHOI *092DA OCCUPANT DREAMCRAFT:.HOMES•(LOT 15) 1203.1`46. AVr..S, . TUKWILA, WA :98178 OWNER DREAMCRAFT HOMES.•`~ 2'15 E ~ MEEKER , ..KENT WA 9,8032_ CONTACT :' VICKIE MARTIN • 115:E. MEEKER, KENT, WA 98032. CONTRACTOR.: , M J -, F HOLDINGS;; I,NC +; 21-5' E ` MEEKER , KENT WA C:`98032... *k* ** ***• k* yk` �iRk k: tkk* **k* k**** 4*** Ak* k• kk* 0(* *• kk• k****k kk*, k *sir**.4i**k*** * * * * *•k *** *A-k** Permit D'escripti`on: CONSTRUCTION OF :A NEW 1 , 8,14 .SQ FT ,SINGLE FAMILY RESIDENCE AND k440. SQ FT ATTACHEDGARAGE ON .;. LOT 1'5` PUBLIC WORKS ,ACTIVI.TIES INCLUDE. .CURB. `CUT/ ACCESS SI8DEWALK, LAND ALTERING, SANITARY:SIDE SEWER`,, .STORM ;DRAINAGE AND:' 3/4" "PERMANENT WATER METER *** ** * ** * *•k'kkik*•k. * **it * **** * ** * * * * * * * *11*0 * ** *• *:** * *.*** *-kk** *: *k * *•k *** * *k*k ** * *A*** Permit No: Status: Issued: Expires: Occupancy: UBC: Fire Protection: East: .0 West: Streams: Phone: Phone: Phone: Phone: D99 -0160 ISSUED. 07/16/1999 01/12/2000 DWELLING 1997 NA .0 253 859 -9697 253- 859 -9697 253 259 -9697 Construct ion Valuation: $ 161,918.60 PUBLIC WORKS PERMITS :. *(Water Meter Permits Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: N Flood Control Zone: N Hauling: N Start. Time: Land Altering: Y Landscape Irrigation: N Moving Oversized Load: N Sanitary 'Stde Sewer: Y Sewer Main Extension: N Storm Drainage: Y Street Use: N Water Main Extension: N Listed Separate) Eng. Appr: JJS Size(in): .00 Cut: Start Time: No: Private: T. i m e : Fill 147 End Time: Public: N Private: N Public: N k• kk***************** k* k**• kkk* k* k*** k********** k• kk*****• k• k *kk * * *•k ***'k***k *kk**kk *kk *•kk TOTAL DEVELOPMENT PERMIT FEES: I 2,639.07 *kkk•k * * *kkk kk**** kk* k• k* kkk***k kk*** kk * ***, * * *k * * *k *k * *k•k* * *k•k *k* k *k* *k•k *•kkk**'k *-k•k kk *k Permit Center Authorized Signature: Date I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. &k , Signature:_ Print Name :_��JCt ‘ pate: 7414 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. Address: 12031 46 AV 5 Suite: Tenant: Type: DEVPERM Farcel #: ::334740- .1255 ** k * * * *** *** *k * * * * *•k ******** kk * ** **% * ****•k**•k** Vh•k•k•k k*** kk* *** A*k•k ** k *•k k*•k k Permit Conditions:, 1. No changes will be made to the .plans unless approved by the Engineer and the Tukwi la. Building Division. • -All permits, inspection recur d,' and; approved plans shall be available at the job site prior to the Start of any con - struction. These.: documents are to be mainta•ined and avail- able until final 'inapection',approval is granted Electrical perrnits ;hall be obtained through the Washington ;State Division ;Labor and Industries, and all electrical, ;work:; w i l l . be 'inspected ;hy that ;agency ` (243 -6630) .. • Plumbing :;Per.mits shall be obtained through-the Seattle King County:'�Department of Pub1ic;Health. Plumbing will be i nspected,-by that agency, including ,all gas piping (296' - 4722) : 5. A11 Mechanical wort; shall be under separate permit issued Permit No: Lr99 -0160 Status: ISSUED Applied: 05/06/1999 Issued: 07/16/1999 the'C i ty. of Tukwila. All -:`construction to ,be done : in conf ormance with approved ;plans and requirements of the Uniform ,Bui iding Code (1997, Edi;t: ion) as amended, .Uniform Mechanical Code (1997 Edition), and Washington °State Energy,Code (1997. Edition). • Validity of Permit. The issuance of ,a permit or approval o ,plans, specifications,'and computations shall not be con -. _;trued to be a permit tor", or an approval .uf, any violation 'of 'any of the provisions of the bui lding .,code or of any 'othes ordinance of the jurisdiction. No permit presuming to ,give authority ' to violate or cancel the provisions of this code;. shall` be valid. E. Any exposed insulations backing material shall have a Flame, ;Spread Rating of 25 or less, and material shall bear identi- fication : showing the fire pertormance'rating thereof. 9. Notify the City of Tukwila Building Division prior to placing any' concrete. This procedure is in addition to any requirements for special inspection. 10. All wood to remain in placed concrete shall be treated wood. 11. , Public Works. least 24 hours in ;advance. All inspection requests for utility work least 24 hours in advance, All inspection requests for utility work must also be made 24 hours in advance. 12. Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off- site or into existing storm drainage facilities 13. The storm drainage system downstream of your discharge will not function correctly unless the entire system is in place. Individual lot owners will be required by the City to install the portion of the system associated with their lot. Applicant proceeds at their own risk, as the storm drainage system construction sequence is determined by individual lot owners. The City will not install the storm drainage improvement identified on the plan dated 2 -18-97 and approved on 4-23-98 )111 (-Ant apci ,a., to r.nm 1 to anv or , 11 If tl w .or) • drainage system the City will issue a separate permit for wort: in the right -of -way or on an adjoining lot if easements are secured trom.the lot owner. 14 No storm drainage; design was provided as part of the applic- ation submittal Ground infiltration systems shall be used whenever soil types and site conditions permit. New infil- tration systems shall not negatively impact any existing properties in the; area. A ground infiltration system design . shall be submitted to the City Utilities Inspector for review and approval by the City Surface Water Engineer prior to construction. . If ground infiltration is not appropriate for this site, an alternative drainage system shall be designed and submitted to the City Utilities Inspector- for review and . approval by the City Surface :Water' Engineer prior to construction. 16. .Drainage design shall also cons i der the impervious driveway surface. 17. It is strongly: recommended that storm drainage designs be certified by a licensed ,engineer, otherwise, ° the owner assumes liability ;far the design and any subsequent '.related damage 18. All private Storm drain pipe shall be either concrete or reinforced ADS pipe'. Treated corrugated metal pipe may :be ;used tor. detention facilities. 19..All 'peal ici'stor-m drain systems and those portions of private systems (with the exception of residential driveway culvert) within public .right -of -way shall be; constructed with cantrete'.pipe up to 12" diameter and-reinforced concrete .1)40 or 12 ".;and greater~ ;Theproperty, owner sha11 sign' a Ctorm:Drainage System No Protest Agreement "for :future upgrade ,of... the existing deficient >'System.prior, to: the. Final, Inspection: 21. The.`sidewalfs shat1 be installed per plan` dated 2- 18- 97 <,and,; approved on 4.- 23-98.' Any curb' cut.access...shal l be 'done per Citi.of, Tul;wila's Standards.. 22.The site shall have permanent erosion control measures. in place as.:suon as possible after final, grading. has been comp;leted.and prior to the Final Inspection. 23. Enclosed; areas below '• the lowest floor shall be des.ignedto automatically equalize hydrostatic flood forces.. A. mim.imum of two openings having a total net area of not less than one square inch for every square .foot_ of ..enclosed areas subject to flooding'shall be provided and with the bottom'of all .openings no higher; than one foot: above grade, Openings may be equiped.with screens, louvers, or other coverings or devices'provided that they permit the automatic entry. and exit of floodwaters 24. The City of Tukwila has an undergronding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 25. New construction and substantial improvement of any residential structure shall have the lowest floor, including basement, elevated to a minimum of one four above the level base flood elevation. (100 year) All buildings will be constructed and certified as built at or above elevation shown on approved storm drainage plan dated 2 -18 -97 and approved on 4- 23 -98. (NGV Datum 1929). 26. Downspouts, drivewr patio and drainage from . -her impervious areas s�.. 1 1 be collected in an on-$ ,.e storm drain system. Drains shall be 4" min, diameter, PVC :,- 7Nrh,1a 4n ter nnrra,7atad nnlu i.t'h ivnP nina with a Fmte .h nter for wall Nil AG:, f1e,�: pipe Grain shall he laid with ; i mi►ti.imum .1Y slope( r “::gr au`.i ry riischar 9c.. to :1a cian pprove�i ,.by ;Fub 1 i u , orI s G'ept Downspouts , sha i ;not .connec t footing drains . F. 0: dr�ain' acid 'downspout; may share ingle ':discharge pipe do,wnstrearn of i tie lowest' footing Irain:. E laul'ing over '50 uy sh il,l require ap011.0 tion- for a Haul irtg erm.it prior to a' associatedr.activ,ity. Gri veways sha l 1 be _ paved' i'or a Min i rnur distance vt ti' from the edge of exi st ing road pavement Driveway width sha'1,1 he a : :1.0'. minimum and 40 maximum. Slope ;r4,lia .l l be; a maximum`' of 15 %. :.Turn 'radii sha112be e: minimum f :f tire ve feet Driveway shall be ;paved wiirhin 30' ci`,t ri' ilt ref way ,A,11 ''conditions associated with BLA L” -0077 sha11 apply to : his permit ; r lieway shall be paved . with i n ,J0 `ofr i ght of -way;. Mr.. vMam.nsrsosser4Wk ATER METER SUPPLEMENT: DEVELOPMENT PERMIT !ermi.t; "No Status: Site Address L'araGian: • D99 :. =01 fill ..1.20`37 .•. El1T:15.�,: Applied Date: 05/06/1999•.> Issued Date; 07/16/1999' Weter`Meter: ,Type;,h.:; Wa.ter.: Meter. Size Quarit i t y . Work 'Clyde6.'No: °Cca ;rjr�e�, r i on;;F'e s Iriste >1 p:os i t I sta.l:ira Depo . i t : . P1.an Review4 F`ee Inspe'.ction :Fee: a t`e;r, Turn l7 • F'e e. ecl4il:f 'a.sess.nle,ilt: ther Fee': TOTAL WATER. METER FEES: UBLIC.:WDRK 2£0:0.4;: CITY OF TUVWILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 FIR STAFF USE ONLY Project Numbur: l! l Permit Nutt l or:: 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 mall or facsimile. Project Name/Tenant: gt..A. No Liz i0 ^ 0017 I ^k_ 1 s Value of Construction: Site Address: city State /Zip: i X1 4(ii4, -fie. �w�t�Ut>Zn. q�1�P Tax Parcel Number: 340_ las s Property Owner: D (af eatc lJr, 1e3 Pha53 q CO C^] Street Address: �5 E �QC L� ti� City State/Zip: Fax #: %51-1 51-4 06 Contractor: 1 r 4 -S Ph5.9513 zusti q 621.7 Street Address: a'IS E n , ee, , ��i- �Citact3 State/Zip: Fax 2 5e08 Architect: --e- Phone: Street Street Address: City State /Zip: Fax #: Engineer: n ssfx(a, i s Pho,Qe: a��3 (93► 5 3S- Street Address: City State /Zip: egt3 -1 t3U- . ¥L SE' ter .±. (�A- Q owa Fax #: ? 53 t031 553 Contact Person: \h L ,' ' 1 Qo�Jne3� 8c31 q 6.61.7 Street Address: `5 i<er4. Gi„tyaO /aZ ip: Fax Es ...I 5 ao 2 Description of work to be done: Nj eu CMS al m , C-(U Type of work: El-New Single - Family Residence ❑ Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: 9 Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: 7* sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: 1 $ 14 sq. ft. Dwelling sq. ft. Covered Deck(s) Ul(l 0 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) • 11 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. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews shall be determined by the Public Works Department) ❑ Channelization /Striping 71 Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling I Land Altering: 0 Cut cubic yds. 0 Fill cubic yds. ❑11 Moving an Oversized Load: Start Time: End Time: lctt �� Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public 0 Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public Ele Water Meter /Permanent # Size(s): 3/4 rl ❑ 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 applic a eptedq, q Date applicatirrite`: _419 Appl`ken by: (Initials) PLEASE SIGN BACK OF APPLICATION FORM SFPERMIT.DOC 2/13/97 ALL SINGLE- FAMILY RESIDE'. PERMIT APPLICATIONS MUST BE BMITTED WITH THE FOLLOt; DRAWINGS PREPARED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ ❑ Foundation plan and details ❑ ❑ Floor plan ❑ ❑ Roof plan ❑ ❑ Building elevations (all views) ❑ ❑ Building height ❑ ❑ Building cross - section ❑ ❑ Structural framing plans and details necessary to completely describe construction ❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OF? AUTHORIZED AGENT: Signature: \I;, �, �_ `t\ �' Date: Print name: crA 1 i n hone q go Fag �' 18.4 5208 Address: a 5 f, M 1 4 ef. WA c/ w3.., Ci t ip: SI'PCRMIT.DOC 2/13/97 :!, ,. • + '.. f` ^w v r ",:,F �T. • 1;. 417.•.71,74,, �3� *�'� !i'. v rt t"'� "j,�,y. >,a �•s; z + kit•,,: k* doAki4 •k.,V*4yrk.kk* #itie4k,4•.k*kk:4 k •k•kkk:k-Aki4.A *kk.k•kAkiih. *`k.i.A *>k — !k *Ak•kk G] TY =: OF '1.UKW_l LF17 WA TRANSMIT. *:4_kk** *k•4:k** a*k'k -..**• k• AA*• A:* h; lki1+ kkkk`}•! r.A kik• k* A'* *•kk•kk*kk•k•k*•k*•F:k*kal*:'k* TRANSMIT Number. ',R....9800408 -Amount rd 13,575,75 07/16%99 13:55 Payment t4ethod: CHECK Notation: DR.C14i4GRAFT HOMES : Ini t;: 13LH Permit No: D99.016() Type: DEVP.ERM. DEVELOPMENT . PERMIT Parcel No 334740-1255 Site Address: 12031 46 AV ;S Lacat •ion: LOT 15 This Payment Total Fees. 140447.37 13,575..75 Total ALL Pmts.. 14,447.3? Balances .00 'k*A*A•* * * *4A * *AA11* *A *i lki* A• kA>1***•*y kA' 4A 4* r1.k>4A'ik•ka•A11**A**Ii******* A Account. Code '0.00./322.100 000/345.830' 000/345.830 000/386.904 000/342.400. 412/342.400 402/34:.400 401/388.102 401/386.520 401/342.400 401/343.405 40.1.383 .104 4024UE3.10.4 000 /3.45 ;030;;; Description BUILDING - RES PLAN CHECK - U'iILITY . PLAN CHECK - . WATER: METER STATE BUILDING SURCHARGE INSP IEE _, UTILITY I34 F FEE -- STORM DRAIN I:NS4L. t'EE - SME /5SS WATER CONNECTION 'WATER INSTALLATION (DEP) WATER INSPECTION FEE WATER TURN -ON FEE WATER ASSESS- ALLENTOWN SEWER A$5ES;3- ALLENTQWN -LAND ALTERING, PE,IUII7. FFI E NN.D: ALTER TU 3 : PLt•1N: CHEG1(,`. • A4noilni• 1.,340.95 20.00 10:00 4.50 15.00 15.00 60.00 150.00 15.00 W4jY4 4,:146.40 N •CC. • ti 4c-,k *4.* * ,0,:o *tk'sl* * *:fi,*•r<'A,1 •h * **4w.i. *.A.*lti.31 • 4* ** * *•A *Aol•kA*1t * * * *t*4* C.1 rY OF r11KWIL A. 14A TRANSMIT * *-dc #**4 *70c, “hikA*4._A041►-''�1 MF kit* *4`k�4 ki�*.A•A*2l***AA*;a * *�!*•h*#'' TRANS'MI r Number v1129I3QQQi1 Amount; 1371.G2 05/06/99 144; 23• Pay•ment Method:: CHEC K Notation: 'p.RLAMCRHF'T h1UMES In it: TL.[3 Permit : Na: R99 -0160 Type: DEVPCRM ;DEVELOPMENT PERMIT - P.ar�'ce.1; Nb'� 3347140 - 1255•: e Sit Address: 12031 4.( .AV S`:' • Tota.1 r• a.us e 2.217.07 Py.M'ent 871,.62 1'otFr1 ALL Pmts: 87162' )3a1ance: 1,345..45 •, * * * *.' *4.olw.44.* ** *it * *rl *�+k\ik **1*ie *'*41;54 *A * * *a* * * ***4 A ** 'llri*A * Account Cade Description' Amount 000/20.830 PLAN, CHECK -- RES. 871.62 3133 05/07 9717 TOTAL 1743.24 • INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 PERMIT NO. (206)431 -3670 1��(% =�t,d i 1�/ Type of • ,� AryN I th / iy{ � Date Imo`/ 2/ •� Special instructions: Date wanted: 1 -%,, I //� i n p.m. Requester: /j /ec Phone• /;,..( C6 Z,- Approved per applicable codes. mi Corrections required prior to approval. COMMENTS: F4431/4., tr. re4b 04. %a Fh =! Inspecto Date: L I e w Z 0 $47.00 REINSPECTIO A E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: INSPECTION RECORD Retain a copy with permit • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 4urrowerssowl,Printler..... PERMIT NO. (206)431-3670 Project: Dreary, c ra.c+ Type of Inspection: ,.. nu Fi hat Address: 12031 14104 Ave .S Date called: Special instructions: Lo-f #15 Date wanted: _21_ ei ct pa..mm.. Requester: i tec Phone: 06,139 (:,.-- 672-2- Approved per applicable codes. Ll •rrections required prior to approval. COMMENTS: 10 % 'Suck )Ac -4/71 Date: 941 1:1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 itect: Type of Insp ctio,`. ao. //Y, J' 76vos., �ll ,.��'" Date called. �� 0/ Special instructions: Date wanted: / /k.._/9c, .,a.m,,, elno• , Requester: Phone: 3" v !0.4,3...O2' approved per applicable codes. COMMENTS: Corrections required prior to approval. Insp• y� � / Da e' D $47.00 REINSPECTION FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Pr�C{ U1�i'JI�13j�"I t c-1 V W 1 ddress: rcv D e ca I • Special instructions: w t 4.,.� -� * Dttf ant c . CC..�I r 7 a.m. ter. / —�' Approved per applicable codes. © Corrections required prior to approval. COMMENTS: (.297444.47-z. dis2052433.-- �T 1Z-U& Ins Da/44, $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: 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 Project: U /l� u. Type of Inspection: CAS c.ti. i� -vn. hp-t/t.: cootio `wxt (4-- ,Add/repo: 3/ Am- Sa c,J,111 4 Gbt.w -ew , Date called: / lh1A.. 741 S w Waxd S G wc�� Special instructions: r/ Date wanted: le a.m. p.m. Requester /% / e, v_/ r- Phone: u. Approved per'applicable codes. Corrections required prior to approval. COMMENTS: r , d /ec4'1 i aele it/a& Scar` ... et t.A.v -e w „ it . c.ti. i� -vn. hp-t/t.: cootio `wxt (4-- d'ce.h , 04_ Tv Aze_ G� #L% Am- Sa c,J,111 4 Gbt.w -ew , lh1A.. 741 S w Waxd S G wc�� r lI Inspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid '\ at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO: �OFfTGKWiLA 13011 !DING DIVISION 0 South nterAlvd; #1.00, Tukwila, WA 98188 r Dell(-- 0110o PERMIT NO. (206)431 -3670 Project: Drecw�cra-�t Horneg Type of Inspection: C D Address: A16tl, Ave S Date Date called: 10-6 -6/q Special instructions: LOt 15, Date wanted: 10-7-.19 P.m. Requester: A 1 Phone: , q e ' 6,722 • Approved per applicable codes. COMMENTS: Corrections required prior to approval. 207 tq, y`' 40, S, s (A44,01. P S0-444- Tito, Inspector: . -v Date: 0 /? /, El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION PERMIT NO. 6300 Southcenter Blvd, #100, Tukwila, WA 98188 , , (206)431 -3670 Pct � � , Ty pf In �fion: / (p � / ' � Date called: (67/81Q0 ,- Spec' I in ;tructj s: ' 6.- �f� 41%e f O rT j ". • Date wanted: /Q // p / .m. Requester: A e • onegdo-39 '.b74,14,7 Approved per applicable codes. f Corrections required prior to approval. CO ENTS: 60( 7/5--7‘ Inspector: $47.00 REINSPECTIO at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: f v E REQUIRED. Prior to inspection, fee must be paid Receipt No: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 Project: \ ve C leopf Y Type of Inspection: CI4 Ad/b3 1 qz91/Littit..s• Date called: ,t r# Special instructions: t eis,— ' Date wanted: /0 P.m. Requester: Phone2ov. 5vo_67 -2 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspector Date: 0 $47.00 REINSPECT! ((FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter : d., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670' :Project: Dreamcraft Homes Type of Inspection: 3/4" water meter rmanent Address: 12031 46th Ave S Date called: OK to cover. Special instructions: Lot 15 Date wanted: /27/99 a.m. p.m. Requester: Alec Phone: 206/ 396 -6722 Approved per applicable codes. Li Co7ctions required prior to approval. COMMENTS: 9/27/99 2" ••• -r connected tci. 2" existing stub with 110 c. session coupling to 4 ::.meter bank. This bank, •n addition, serves lots 12, 13, and 14. Vis -• inspection - no leaks. OK to cover. Inspector: GJ Date: 1/2 1{ 'r 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. [Receipt No: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION i 1NSPECTIQN RECORD Retain a copy with permit ( 0 )4 }36700/_ pproved per applicable codes. COMMENTS: Corrections required prior to approval. r 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: Pron vi Type o n - do p: i // Add /c�cj�"•,3/ i//,,,�� ej OTC/ `7T""cr�1 // �y Date cal I: Special ' truc 'ons: Date wanted: a� p.m. Requester: 59 4_`70? 70? pproved per applicable codes. COMMENTS: Corrections required prior to approval. r 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: «INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 0. . ' , / / Typ f Gjt-F " 7 Address: /Zo 41 elC, 14--t/Ls Date called: ' � f Special instructions: C�i 7"..— %A Date wanlecI :T 7ZZ- m. p.m. Requester: Phone: proved per applicable codes. COMMENTS: Corrections required prior to approval. Ej $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: r INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300. Southcenter Blvd, #100, Tukwila, WA 981 INSPECTION RECORD. Retain a copy with permit • PERMIT NO. (206)431 -3670 Pr je t: Alamo( Type of sp lion / lb peat- - .J/e/ . i. ,,,p2r.. ow) c+ J Date called: 62.6_/9 9 Special instructions: L/T /5 bit, it t% Date wanted: u • / /�is .. Requester: /ire ifs Approved per applicable codes. Corrections required prior to approval. COMMENTS: ) C t fr Inspector: P Date: r `ice' $47.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must b paid • ' at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: INSPECTION RECORD Retain a copy with permii__ INSPECTION NO. CITY OF TUKWIIA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 (206)431 -3670 ect:. rAcTh T . , o, • •ction: (5( 94; Q .t• �JJ,�d: .Special jnstru6ns: r tin]: a.m. `b %etme rA K 421 CZ)zas-3 Approved per applicable cod: . COMMENTS: g /z Corrections required prior to approval. i 6�' . `STc-6 aie, t, A6• - �r- s, wr \ , ar Inspector: Date: iti(71 Ej $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: 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 -367 'ect: r�rcf Type,ospection: ress • 1 031 - ca a veS Date I I g ' Special instructions: �� ' an �� a.m. p.m. Re r� (Ill Oe: 0 (a7q' CrR( Approved per applicable codes. 0 Corre ons required prior to approval. COMMENTS: tiA2-/I9 j)ficki 519 71 kt .e4lAR 75) Nom. • Inspector: �V Date: )--2#7 LI $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY. OF TUKWILA BUILDING DIVISION .6300 Southcenter Blvd, #100, Tukwila, WA 9818 (206)431 -3670 Pr QCarr'1 i�`CC i• Ty of Inspect'ori: \40.�(1�0- .43 Date called: 1'19- qg Ad ess: ,t' a03 i 9 40 5 Special instructions: �Ct� : � � Date wanted: "" 40 - y l .m . � Requester: Phone: '1ct Dog J Approved per applicable codes. COMMENTS: Corrections required prior to approval. Inspector; lft�t.� Date: $47,00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 ;INSPECTION RECORD Retain a copy with permit (206)431 -3670 Project: ` 1—eei e rT + Type of Inspection: FDU `t tt s Address: I ....6,.o...5( yet k N€ Date called: 7 / 1 V Special instructions: Date wanted: -1! 1 a.m. 7 p.m. Requester: %; �1 i e Phone: ..; 3._ D Sci 91.4,,, Approved per applicable codes. ri Corrections required prior to approval.: ' COMMENTS: Cdai-lu . `7,-, 5 .5 Inspector: Date: 0 $47.00 REINSPECTION ; REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: RIng%eerf ENONEERINq & PIANNiNq SERVICES 16030 52nd Avenue West • Edmonds, WA 98026 -4724 r tt (425) 745 -1766 • ax (425)`42 -5221 Protect Name DrProAeseici- 1+M '—A 16, No ._.140/.4�6 -:_. _clr., w..y .a r2a5._.I..!1_...__.. j3 asDosP A .: _._4. /S7tS'.... ... 22j _. sSZ, -11: 4664 -S 12orOaS k 19 13- lyyl�l8 ; Lc�.. . 2C0 . // o - /0 1.10 i'w1 /1 ,..3 Q ,j9. r, TUKWII 9 -lH `<PC- f/ 06-077 Sep° 1-62.9,,korkbal 4, _ cw&ess..r. _to¢s .21 -23 241 S X .12 ___ 35-Lit :6421.acreSS R4ads = 10 4P-i0 111- S ;r 6.345 4 Acc ess dr..es , . .excQ.s.' at eaSOO 5F Ta be_ i°xiew. -. j�o((►^�. s{ora&2. . ,r 1 r 1 i 1 V , /�' 4 _ 1=► 11.__ .14s.e,d. i r� . -_�o -. on h0 r 4 5i ci.Q o4 145 .5 -4 26 - 150 CV . wtivc.k 42t.. 4tle•..' / . yoso c713 0C .54oreket vo 1c twtt..._whh .rt.e.Q.d 4,3 he_ adore .rM $.rvi o &S 4(e/6 . /+ .6 /7 Z /O_ yyo =. /; 1 ' /2. 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ROCKERY DESIGN RETAINING WALL DESIGN DAMAGE INVESTIGATIONS .. • SLOPE STABILITY STUDIES LANDSLIDE INVESTIGATIONS STORMWATER STUDIES .. • GROUNDWATER STUDIES EARTHWORK ENGINEERING DRAINAGE STUDIES CONSTRUCTION INSPECTIONS • SITE EVALUATIONS WATER DETENTION DESIGN .. • FOUNDATION ENGINEERING SOIL TESTING -LAB & FIELD SUBSURFACE EXPLORATIONS f krETA CONSULTING ENGINEERS PROJECT NUMBER 2359 CLIENT 20 May 1999 page 1 of 6 pages : Dreamcraft Homes 215 E. Meeker Street Kent, Washington 98032 ATTENTION : Bill Babb REFERENCE : Allentown Development along 46th Avenue S, Tukwila SUBJECT : Seismic investigation INTRODUCTION The purpose of this report is to present the results of a geotechnical investigation of the foundation soils for the new houses to be located at the Allentown Development along 46th Avenue South, Tukwila. The investigation and report were authorized on 10 May 1999 by Bill Babb of Dreamcraft Homes during a phone conversation with Dale C. Hemphill of HEMPHILL CONSULTING ENGINEERS (HEMPHILL). OBSERVATIONS Geologic research presented in the USGS map of Seattle and vicinity revealed that the vicinity of the site is covered with alluvium from the nearby Duwamish River. The alluvium is the result of flood deposits accumulated since the last glacial period 13,000 years ago. The depth of the alluvium deposits at the site is not known. HEMPHILL observed the excavations for foundations for several houses in the development, and several test pits at the site. The exposures revealed that the upper 4 to 6 feet is a dense sandy silt capable of supporting footing loads in excess of 2000 psf. Underlying the silt is a dense fine to medium sand. Groundwater was encountered at a depth of 8.5 feet at the north end of the site, and not encountered within 6 feet at the south end. c°A-oicoo 4041 WEST LAKE SAMMAMISH PARKWAY SOUTHEAST • BELLEVUE • WASHINGTON • 98008 PHONE 425 644 1080 FAX 425 -643 -3429 dchemphill @msn.com PROJECT NUMBER 2359 20 May 1999 page 2 of 6 pages The first concern when placing buildings over alluvium is whether the soils have the necessary bearing capacity. Other concerns with placing buildings over alluvium are the potential for seismic shaking to cause settlement, or Toss of bearing due to liquefaction. HEMPHILL inspected the foundation excavations, and several test pits in the vicinity of the site, and observed that the soils in the upper 4 to 5 feet are dense silt. HEMPHILL conducted penetration tests and probing and determined that the silt soils are capable of supporting loads in SEISMIC EXPLANATIONS The vibrations caused by an earthquake create lateral and vertical forces. Since a force causes a mass to accelerate, then the seismic forces cause the soils to accelerate vertically and laterally. Those vibrations are created by P waves that accelerate back and forth and S waves that accelerate up and down; The waves accelerate to a excess of 2000 psf. Underlying the silt is a dense fine to medium sand. HEMPHILL observed several older heavy masonry buildings in the vicinity of the site that show little or no evidence of settlement. Many homes in the vicinity probably existed during the 1949 and /or the 1965 earthquakes, and show no evidence of differential settlement. The streets are fairly level and show no evidence of differential settlement. maximum velocity, and then decelerate to zero, then reverse and accelerate to the maximum velocity in the opposite direction. The forces created by the earthquake cause the acceleration and deceleration of the mass of soil. SEISMIC COEFFICIENT for DESIGN PURPOSES The Puget Sound area has been listed by the map of seismic zones as Zone 3, which can have earthquakes with intensities of VII or greater. The average seismic coefficient presented for a Zone 3 classification is 0.27. According to some publications, that number is low for poor soil conditions and high for good soil conditions. EZEI;� rR ITEL L PROJECT NUMBER 2359 20 May 1999 page 3 of 6 pages Some experts state that the seismic coefficients have no basis from experience, and therefore are arbitrary. It is not appropriate to assign the same seismic value to an entire region of the country. HEMPHILL estimates a seismic coefficient of 0.20 for this site, which is recommended by some local building departments. The source and accuracy of the recommendation is not known, but the values have been accepted as standards and are considered acceptable for engineering purposes. A higher value might be appropriate where a slide might be life threatening, which SETTLEMENT from SEISMIC CONDITIONS Granular soils that are deposited in nature are generally loosely placed either by water or wind. Granular soils are sometimes loosely deposited by man in uncontrolled fills. Such loosely deposited soils have fairly large void spaces, sometimes called pore spaces. As more soils are deposited the loose soils will be pushed closer together until the soil grains contact each other, but not necessarily in the most compact condition. As the weight of overlying soils is increased, the contact force between soil grains increases, and the grains have more difficulty sliding past each other to become more densely packed. is not the case at this site. The seismic coefficient is a mathematical convenience, which is the acceleration of the soil mass compared to the acceleration of gravity. The true acceleration used to calculate the soil forces is 0.20 x 32 ft/sec/sec = 6.4 ft\sec \sec. The weight of the soil can be converted to mass (slugs) by dividing by 32 (acceleration of gravity), and then the soil mass can be multiplied by 4.8 to determine the force, but it is mathematically convenient to just multiply the soil weight by 0.15. That resistance of the soil grains to sliding into a more dense condition is the frictional resistance of the soils. That frictional resistance is one of the conditions that gives soils their strength to resist shear failures as heavy building Toads are applied. The other condition that gives soils strength is cohesion, which is a sticky condition generally associated with clay and silt, and is nearly non - existent with coarse granular soils. Fine and medium granular soils are held together by dampness between the grains that bonds the grains like a 'weak glue'. RE-S rP 11L L .a PROJECT NUMBER 2359 20 May 1999 page 4 of 6 pages That bond between the grains can be lost by drying the soils, or by saturating them. That condition is well known by children playing in a sand box, where dry sand cannot be formed or molded, damp sand can be molded, and a molded sand form can be destroyed by pouring water over it. That water 'glue' is called capillary tension, which can only exist in granular soils when they are damp, and cannot exist in dry or saturated granular soils. That capillary tension is also what holds together clay soils and makes them sticky. The smaller the soil grains, the greater effect that a water bond has between the grains. Unless an extremely heavy Toad is applied to the deeper granular soils, the intergranular friction, and sometimes the capillary tension if the soils are damp, prevents the soil grains from sliding into a more dense condition, and they LIQUEFACTION Another condition that occurs within Ioose,granular soils during a seismic condition is called liquefaction. Liquefaction occurs two ways; by rising groundwater creating a 'quick' condition, and by trapped porewater reducing the strength of the soils. When granular soils that are below the remain relatively loose. If an earthquake suddenly jars the soils, the friction forces will be temporarily reduced, and the soil grains can be forced into a more compact condition when the weight of the upper soils is reapplied. As the seismic vibrations cause reduction and reapplication of the friction forces, the volume of the existing voids will be reduced, and the soils will settle an amount equal to that reduction in voids. That sometimes causes a large area to settle an equal amount, and differential settlement can be minimal. Differential settlement of a structure can cause structural damage, and differential settlement outside the structure can cause external drainage and sewage lines to reverse flow, or can stress utility lines to the rupture point. groundwater level settle quickly during a seismic vibration, the groundwater that filled the void spaces of the loose granular soils is displaced and forced to rise. If the groundwater rises fast enough in more pervious soils, and can rise to the ground surface, then a 'quick' condition occurs. HEMPHILL PROJECT NUMBER 2359 20 May 1999 page 5 of 6 pages A quick condition is similar to the cause of quicksand, where the rising water moving past the soil grains reduces the frictional contact between the grains, and therefore causes a reduction of bearing capacity. The rising groundwater also saturates the previously damp granular soils and breaks the capillary tension bond. Therefore the soils have reduced load bearing capacity by losing frictional contact between the grains, and by losing the capillary tension bond. The 'quick' condition is also caused by increased pore water pressures that prevent the soils from maintaining frictional contact. When the sand grains have reduced friction caused by a vibration, and attempt to move into a smaller space, they are resisted by the porewater that hasn't been able to seep out of the pores as fast as the soils are settling. The soils are then supported by the porewater which acts like small hydraulic systems. Of course, water has no strength to resist shearing, therefore the porewater and reduced soil friction combination will fail under the imposed Toads of the upper soils and the structure. That type of shear failure generally occurs under narrow footings that are near the ground surface, causing the structure to tip over. Structures that cover a large area contain a large area of the soils with a higher pressure that resists the quick condition by preventing the water from rising, and by exerting enough pressure to maintain the required friction to hold the soils in place. If shear failures do occur around the outer edges of the structure, the large middle portion of the structure will still retain its integrity. CONCLUSIONS Because the upper soils at this site are not granular and are relatively impervious, water that is displaced by settling soils would not be able to rise to the surface to create the liquefaction conditions at the surface. Because of the density of the soils at the site, any seismic settling would be relatively minor. There is no evidence that settlement has ever been a problem in the vicinity of the site. PROJECT NUMBER 2359 ecause the groundwater is fairly deep, there could not be enough settlement to force the groundwater to the surface, even if the upper soils were all sand. page 6 of 6 pages HEMPHILL concludes that settlement from seismic vibrations • with an intensity of VII would be insignificant, and that liquefaction could not occur from any intensity. Dale C. Hemphill P.E. Registered Engineer No. 14777 State of Washington NrEavie.pitzlizi d4 z a X ii H I 1Ti11I111I !,i W1 g io t ' j 1 1 .P+�� 1 oFa't�dGGCi rUl _Z,D s p� V y V 015 10. . v 1 [ vT_] 03_50,9 ixs IFIWEM mt Op A w g§ g 1 11 1§ Q 11� 1 Zi 1 1 , 6.1.•NN N jj ,-.-NL I 2 (.0 Lu z CD esi Ncr cc X a /►il. &re. �(�� S G1i. CC2b6 .t•11L t /�1 of �1/►i lib *ET: (,.. TM.. ♦') . cet1 ft*Jear 4a. Fr. . Li aIAA 4 a4144 (MT 14 006106411) boo 0 2.S. IS 'ovAut.ii.DolizaawfWins0 292 o.o 4 9.93 Ne( MGL.Ls (1"'i ww.1 1861 2 71, 0.04.1. 0.46 114.V. 1 ?l..? ■w,Is 0%g 0011/#4s) ramps ( e u1140no s f 1691 0441 4 4 a 1 pens*. oasts 41 0.46 1( 4. ca'k• (:sr'!, M; o) 't ';'64 w puocier w► 0.A41 VIP% •. raFOr Odia.►t.: 114141■L ut~c+wr+r zi .G P. 101.191'. a u a UA c4.414 3b 79 '2. . 029 la .'n ' se .F 1' 4a .s ti n. ns "., 6)0714.4 Net(, . 3o Z92 •O33 • 082 9.1.4, 160.31 NIT WIA.Lr>L (' w' .• ) 13 MSS 3 viol Dews (a•,.. w/aas) 04 '24Z4_1 .5 I 19 4.E Accra. 1, 109 2 tem.! 44.7? 4444.4L.A10 Io .■ ti ibKYL.iTid OA 8 • G • 4. b lokt accia4 Z+ ll4w Al _ AS 13.53 1I1b1%*'.L LP. hibP43 37? ,c).) bNO�.Lt hL4 39I.4� • 3 19:?. • 13•. 4:t • CITY 0 KILA MAY 0 61999 PERMIT CENTER 1 a.. • • 18I4 ln#aod • STRUCTURAL NOTES, FILE COPY CODES AND SPECIFICATIONS 1. Uniform Building Code -1997 Edition +, „ ��.�str,��r., ,1. 1 ,,,• 2. ACI 318 -83 Building Code Requirements for Reinforced Concrete.. . , • 3. HILTI Fastening Technical Guide 1 • 4. Westem Products Use Book 6. Simpson Strong Tie Connectors Catalog -1998 pESIGN 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 =10 PSF LL = 25 PSF 4. Floor Load - DL =10 PSF LL = 40 PSF 6. Deck Load - DL = 10 PSF LL = 40 PSF 6. Soils - Assumed 1230 PSF Allowable Soil Bearing • Assumed 30 PCF Equivalent Fluid Pressure for Retaining Wail Design 7. Concrete - 2500 PSI Q 28 days - Grade 40 reinforcement - minimum 3" cover for all reinforcement except as noted at retaining walls or other details 8. Mortar - Type S JIMBER CONSTRUCTION NOTES, • 1. Lumber grades and allowable stresses shall be as follows unless noted otherwise on plan: Gluiam beams 24F -V4 Fb =2400 psi 1 3/4" Micro =lams E =1800 ksi Fb=2600 psi 2 11116" Parallams • E =2100 ksi Fb=3100 psi • 3112, 61/4 & 7" Parallams E=2000 ksi Fb =2900 psi 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 wail sheathing nails and anchors shall be as detailed on the drawings and as • noted in the shear wail schedule. All exterior wails shall be considered shear walls. Use 7/16" min. APA Rated Sheathing - blocked - with minimum nailing 8d common 6" oc, UNO. 8d common nails shall be 0.131" 0 x 2 1/4" minimum. 4. Floor and root diaphtagm nailing shall be Bd common 6 "oc at all supported panel edges and 8d © 12 "oc at intermediate supports. SOIL CONSTRUCTION NOTES 1. • All footings and slabs shat! bear on undisturbed soil or fill compacted to 95% RECEIVED Modified Proctor. CITY OF TUKWILA 2. Assumed allowable soil bearing pressure =1200 psi. MAY 1999 GENERAL CONSTRUCTION NOTES 1. Contractor shall verify a!' dimensions In the field. Any variations from the PERMIT CENTER • drawings shall be brought to the attention of the Designer or Engineer. 2. Adequate shoring and bracing of al! structural members during construction shall be provided. Any proposed field changes to have the prior a;.provai of Engineer. 1 ci `t -1 u db L - s .44 - 1'3. S (3 4'73 -- 4s-6, Vs-2-0V- lc- 4 c � �.. i3 OEwt. ft O U X _ �d -1 1 z. 3 C135�`- ps = 2 24= 0(.3) 24,00 2_600 7 eiSSY/./ ce> �(p3o 4-1.3 t y •�a 02- 3, z‘ •0 2.3 3gs 4,2\41' 0 2 :Yt..^j CL�sS �-oe. -psi pN 1.� no '--DrL ews r.-r- Wf.4.,* 1 A9.coct t -1 -9°l V4, 4 _ s-(4:7-5); $ — 4 ) 94(4 o e oo c. t . it 7-4a j 4,4,i-24-1 D12— (4.5s- t d t or- 5=7v4-1 as LA PQ .VLc� ep3y_ _ Za \ `3 4.) 1'L v ark t ) S o �cLX� ezNP k oc; (t))-f- 3.1:76`)S03) 1-7° - ‘25748 h.2 _:(10Y-1)* 14°4)6 _ o(z) -a- R. HORN ASSOCIATES KENT, WA 98064-5102 S.E. 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S .'..,� -�0. 3o x3ox -rte¢- $ T - C]tzsTi +J c (1 tiJ `>S 1Z, S r.7 al 25 1.2 1 - Zi if : I I , - 3°X4 � - - ,)10�. z�3 5 6 J 2= 4. (..7 = �ooF L. t �-2 4-M(4=sT 5-416 tJ C 61(11- (-0. p J zoo ; id, 13 e 1 (® c ©K TftUSSNOTES 111111111111111,2 /1111111111Witak- Iiii*M111 ma IMIN7 M114 MIMlI 11 MI moimiiiimmatan 11 11J lummi itili Itiatfig/11.10 II mg,' zwill 113 ra MI IM11331 1_I_ to ;111INIEMIIIIIII 11 imminiinquek,--- ._3 IE II • 1111111M=Irlik- 0= 'Elm! PIIIIIIIII1 map, e . 4 0 a- 1 Tatimiree 1 III i = . /1'3 ANE =II CI:i IA 1 7 11 1111111Sli lulu o RNA 1111111-711 II EMI II 11111111112111:mnitammwo : 1111111111 r=1111111 .111111Iii yam m III Nia x.= ° Ohm 47tie iiima■--- 1,..--r. 4 _el Ill 11111111111111111111111111111111 II : 141 1 1 117.. LI I ••• • • • .• to 5 WW1? 151,041LIN4 , bEAlloit.-TYP fr,L vi 2 3, NTILEVER- 0.N'TIL.EVEF- -rfr-mL w/vatp, IC0%4.. LI werre SThpr LAIor SEE. SHIRT NO1OP1 FOR 'LOOP. Ti E "CHM:WI-S. •o -,Q1 pz µ V9 VALLEY BEAM L/R LEFT 0 Tie..m"' 4.m SMINMumb.r1OIM0314 2 P©� f 1.5" x 9.25" 1.5E SOLID SAWN (_:.M -FIR 01 UTAMUSA 1111 1/099 024:04 PM Paa.1 of 1 eued Cod.: 070 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0 Roof Slope: 0 12 13' 6" All dimensions are horizontal. LOADS: ...Analysis for BEAM MEMBER Supporting SNOW Application. Tributary Load Width: 1' Loads(psf): 25 Live at 115% duration, 10 Dead, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(Ibs.) Snow (1.15) 437 175 10' Adds to Tapered(plf) Snow (1.15) 67 to 0 26 to 0 0 to 13' 6" Replaces Tapered(plf) Snow (1.15) 90 to 0 36 to 0 0 to 10' Adds to Product Diagram Is Conceptual. SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER 1 2x4 plate 3.50" 3.5" Left Face 756 / 337 / 1093 Blocking 2 2x4 plate 3.50" 3.5" Right Face 584 / 271 / 854 Blocking PESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL / LOCATION Shear(lb) 1056 850 1596 Passed(53%) LT. end Span 1 under Snow Roof loading Moment(ft -lb) 3080 3080 4284 Passed(72 %) / MID Span 1 under Snow Roof loading Live Defl.(in) 0.230 0.439 Passed(U686) MID Span 1 under Snow Roof loading Total Defl.(in) 0.335 0.658 Passed(U472) MID Span 1 under Snow Roof loading - Deflection Criteria: STANDARD(LL:U360, TL:L/240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 11' 9" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - Design assumes adequate continuous lateral support of the compression edge. - The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. - Analysis assumes continuous member. Lap joints, splices and finger joints significantly reduce member performance and have not been considered. ADDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Solid sawn lumber analysis is in accordance with 1991 NDS methodology and Is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On -line Help. Trus Joist MacMillan does not warrant the analysis nor the performance of solid sawn lumber materials. - Allowable Stress Design methodology was used for Code UBC analyzing the solid sawn lumber material listed above. PROJECT INFORMATION OPERATOR INFORMATION: .DREAMCRAFT 1814, R HORN ASSOCIATES RALPH J HORN PO BOX 5102 KENT, WA 98064 253 631 5353 253 631 5353 CapyraM 0 199E by Trus Joel MacIMIan, a I.n1.d partn.rsrrp Seise, Idaho, USA TJ•e.am", s a trademark of Trus Joist MacMillan. C*17mv/vseak• B10 OVER DINING ROOM Tom- „e.zo sow Monter Tommie 5.5" :.1.5" 1.6E SOLID SAWN DOUGLA(. )IR #1 W WAtrusA 1111 11410 7:51:19PM P , , 1 1 Dula Code: 0T0 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slops: 0 Roof Slope: 0 n� e 16' 6" All dimensions are horizontal. Product Diagram Is Conceptual. LOADS: ,Analysis for BEAM MEMBER Supporting SNOW Application. Loads(psf): 25 Live at 115% duration, 10 Dead, and: TYPE CLASS LIVE DEAD LOCATION Uniforrn(plf) Snow (1.15) 150 60 0 to 16' 6" Uniforrn(pf) Floor(1.00) 200 50 0 to 16' 6" SUPPORTS: INPUT WIDTH 1 2(4 Stud Wall 3.50" 2 2x4 Stud Wall 3.50" BEARING LENGTH 3.5" 3.5" JUSTIFICATION Left Face Right Face DESIGN CONTROLS: MAXIMUM DESIGN CONTROL Shear(lb) 3840 3325 4122 Moment(R 4b) 15519 15519 15684 Live Defl.(in) 0.482 0.539 Total Defl.(in) 0.655 0.808 Tributary Load Width: 1' APPLICATION COMMENT Adds to Replaces REACTIONS(Ibs.) LIVE/ DEAD/ TOTAL DETAIL OTHER 2888 (S1.15) / 1031 / 3919 Blocking 2887 (S1.15) / 1031 / 3919 Blocking CONTROL Passed(81 %) Passed(99 %) Passed(L/402) Passed(L/296) LOCATION LT. end Span 1 under Snow Roof loading MID Span 1 under Snow Roof loading MID Span 1 under Snow Roof loading MID Span 1 under Snow Roof loading - Deflection Criteria: STANDARD(LL:L/360, TL:L/240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 9' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - Design assumes adequate continuous lateral support of the compression edge. - The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. ADDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMiilan(TJM). The specific product application, input design Toads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Solid sawn lumber analysis is in accordance with 1991 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On -line Help. Trus Joist MacMillan does not warrant the analysis nor the performance of solid sawn lumber materials. - Allowable Stress Design methodology was used for Code UBC analyzing the solid sawn lumber material listed above. --r PROJECT INFORMATION �DREAMCRAFT 1814.. CAL a l ✓ %= IS-SI9Ct2,, z4:•, CT, 1�j 14A z •J ?ti ' OPERATOR INFORMATION: .R HORN ASSOCIATES RALPH J HORN PO BOX 5102 KENT, WA 98064 253 631 5353 253 631 5353 myrtle( o 1908 by True Joist MacMillan. a Ignited partnership. Boise, Idaho. USA. TJ.eeam^1 is a trademark of Trus Joist MacMillan F/J 15 MSTR BDRM AT GARAGE CANTILEVER ,,,,041t 'r.resonou 420 sew Number 70M40314 1.5' 0.25" 1.5E SOLID SAWN HEM -FI 16.0" o/C MAIM 1111 UM 11,27:30 AM Pogo 1 01 guild Cede: 070 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension ■ 12' 1 1-2' 6" 5' Product Diagram Is Conceptual. LOADS: �J1rlalyais for JOIST MEMBER Supporting FLOOR - RES. Application. Loads(psf): 40 Live at 100% durstion, 10 Dead, 0 Partition SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/ DEAD / TOTAL DETAIL 1 2x4 plate 3.50" 3.5" Left Face 316 /57 /373 2 2x4 plate 3.50" 3.5" Right Face 448 / 103 / 551 DESIGN CONTROLS: MAXIMUM DESIGN CONTROL Shear(lb) 276 215 694 Momsnt(ft -b) 573 573 2142 Live Defl.(in) 0.069 0.207 Total Defl.(in) 0.083 0.415 CONTROL Passed(31 %) Passed(27%) Passed(2U999 +) Passed(2L/999 +) OTHER Blocking Blocking LOCATION RT. Overhang under Floor ALTERNATE span loading RT. Overhang under Floor ALTERNATE span loading RT. Overhang under Floor ALTERNATE span loading RT. Overhang under Floor ALTERNATE span loading - Allowable moment was increased for repetitive member usage. - Deflection Criteria: STANDARD(LL:U480, TL:U240). Additional checks follow. Left overhang(LL:0.2", TL:21./240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 22' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - The load conditions considered in this design include alternate and adjacent member skip loading. - The allowable shear stress (Fv) has not been increased due to the potential of splits, :hacks and shakes. See NDS for applicability of increase. ADDITIONAL. NOTES: IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). The specific product application, input design Toads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Solid sawn lumber analysis is in accordance with 1991 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On -line Help. Trus Joist MacMillan does not warrant the analysis nor the performance of solid sawn lumber materials. - Allowable Stress Design methodology was used for Code UBC analyzing the solid sawn lumber material listed above. - Right overhang exceeds 1/2 of Span 1 PROJECT INFORMATION OPERATOR INFORMATION: ...DREAMCRAFT R HORN ASSOCIATES RALPH J HORN PO BOX 5102 KENT, WA 98064 253 631 5353 253 631 5353 Copyn ht • 1Ml by Tors Jost MecU14n, a linPgd psm4rshp, Sow, Idehc. USA TJ -Pro"W and TJ•Sotrm'w ass tndsmertu of Trus Joist MtrcMllan. 10>»► F/J 17 FLR JST UNDER UPPER FLR WINDOW CRIPPLE Tilssm" v8.20 Swill Number: T011040314 2 PC' if 1.5" x 9.25" 1.5E SOLID SAWN :M -FIR #1 IEAMUSA 1111 11M 253:33 PM Page 1 on Build Code: 070 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED nl 12' LOADS: analysis for BEAM MEMBER Supporting FLOOR - RES. Application. Tributary Load Width: 1' Loads(psf): 40 Live at 100% duration, 10 Dead, 0 Partition, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(Ibs.) Snow (1.15) 714 286 14' Adds to Uniform(plf) Floor(1.00) 52 15 0 to 14' Replaces SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL 1 2x4 plate 3.50" 3.5" Left Face 313 (F1.00)/68/381 2 2x4 plate 3.50" 3.5" Right Face 1271 (S1.15) / 508 / 1779 DESIGN CONTROLS: MAXIMUM Shear(lb) 1156 Moment(ft -Ib) 2313 Live Defl.(in) Total Defl,(in) DESIGN CONTROL 1089 1596 2313 4284 0.095 0.200 0.116 0.215 CONTROL Passed(68 %) Passed(54 %) Passed(L/271) Passed(2L/445) Overall Dimension 14' Product Diagram is Conceptual. DETAIL OTHER Blocking Blocking LOCATION RT. Overhang under Snow Roof loading RT. end Span 1 under Snow Roof ALTERNATE span loading RT. Overhang under Snow Roof ALTERNATE span loading RT. Overhang under Snow Roof ALTERNATE span loading - Deflection Criteria: STANDARD(LL:L/360, TL:L/240). Additional checks follow. Right overhang(LL:0.2", TL:2L/240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 16' 9" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - The Toad conditions considered in this design include Alternate member loading. - The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. - Analysis assumes continuous member. Lap joints, splices and finger joints significantly reduce member performance and have not been considered. ADDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). The specific product application, input design bads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Solid sawn lumber analysis is in accordance with 1991 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On -line Help. Trus Joist MacMillan does not warrant the analysis nor the performance of solid sawn lumber materials. - Allowable Stress Design methodology was used for Code UBC analyzing the solid sawn lumber material listed above. PROJECT INFORMATION ...DREAMCRAFT 1814 OPERATOR INFORMATION: �R HORN ASSOCIATES RALPH J HORN PO BOX 5102 KENT, WA 98064 253 631 5353 253 631 5353 Capyroht O 19911 by Trus Joist MacMillan, a Invited psrnersni Boise, Idaho, USA T.1-Pro'" and TJ -6umI are trademarks or Trus Joist MacMillan. L #z.4r s 60 r to *1Nc 'TJaaam" 4.20 Swill Number. 701010314 •EAMUSA 1111 1411 3:01:47 NA Rye 1 of 1 sold Cade: 070 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension • 14' TYPICAL UPPER FLR JOIST 1.5"C ).25" 1.5E SOLID SAWN HEM - FIR _: la 16.0" o/c n 12' 2' i Product Diagram Is Conceptual. LOADS:. ..Analysis for JOIST MEMBER Supporting FLOOR - RES. Application. Loads(psf): 40 Live at 100% duration, 10 Dead, 0 Partition, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(plf) Snow (1.15) 325 130 14' Adds to SUPPORTS: INPUT BEARING WIDTH LENGTH 1 2x4 plate 3.50" 3.5" 2 2x4 plate 3.50" 3.5" pESIGN CONTROLS: MAXIMUM DESIGN Shear(ib) 750 689 Moment(ft-lb) 1455 1455 Live Defl.(in) 0.120 Total Defl.(in) 0.145 JUSTIFICATION Left Face Right Face CONTROL 798 2464 0.200 0.215 REACTIONS(Ibs.) LIVE/ DEAD/ TOTAL 322(F1.00)/46 /368 949 (S1.15)/314/1263 CONTROL Passed(86 %) Passed(59 %) Passed(L/214) Passed(2L/356) DETAIL OTHER Blocking Blocking LOCATION RT. Overhang under Snow Roof ALTERNATE span loading RT. Overhang under Snow Roof ALTERNATE span loading RT. Overhang under Snow Roof ALTERNATE span loading RT. Overhang under Snow Roof ALTERNATE span loading - Allowable moment was increased for repetitive member usage. - Deflection Criteria: STANDARD(LL:U480, TL:U240). Additional checks follow. Right overhang(LL:0.2", TL:2L/240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 7' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - The Toad conditions considered in this design include Alternate member loading. - The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. ADDITIONA NOTES: IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). The specific product application, input design Toads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Solid sawn lumber analysis is in accordance with 1991 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On -line Help. Trus Joist MacMillan does not warrant the analysis nor the performance of solid sawn lumber materials. - Allowable Stress Design methodology was used for Code UBC analyzing the solid sawn lumber material listed above. pROJECT INFORMATION �DREAMCRAFT 1814 OPERATOR INFORMATION: .R HORN ASSOCIATES. RALPH J HORN PO BOX 5102 KENT, WA 98064 253 631 5353 253 631 5353 Copyright 0 101E by Trus Jost usc1AAlan, a Isnaad partnership. Boras. Idaho, USA. TJ•Pro", and TJ•Basm*r an trademarks al Trus Jolt MacUANIan. ? mM . Ulan" 4.20 lanai Number 709010314 I EA MUSA 1111 UM 1:4:23 PY Ps s 1 el 1 Sued Cale: Oro THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED MAIN FLR JOIST UNDER ENTRY CLOSET.. 3.5 "( ,'.25" 1.6E SOLID SAWN DOUGLAC:,,...'IR #2 41 1� n. i_4• d " —■ Product Diagram Is Conceptual. LOADS: .Analysis for BEAM MEMBER Supporting FLOOR - RES. Application. Tributary Load Width: 9' 6" Loads(psf): 40 Live at 100% duration, 10 Dead, 0 Partition, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(Ibs.) Floor(1.00) 1142 457 2' 3" Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER 1 244 plate . 3.50' 3.5" Left Face 1426/456/1882 Blocking 3.5" Right Face 1426 / 456 / 1882 Blocking 2 2x4 plate 3.50' DESIGN CONTROLS: IMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 1802 1451 1607 Passed(90%) RT. end Span 1 under Floor loading Momsnt(ft-lb) 2710 2710 2905 Passed(93%) MID Span 1 under Floor loading Live Defi.(in) 0.031 0.139 Passed(L/999 +) MID Span 1 under Floor loading Total Defl.(in) 0.042 0.208 Passed(L/999 +) MID Span 1 under Floor loading - Deflection Criteria: STANDARD(LL:L/360, TL1/240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 29' 11" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. ADDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Solid sawn lumber analysis is in accordance with 1991 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On -line Help. Trus Joist MacMillan does not warrant the analysis nor the performance of solid sawn lumber materials. - Allowable Stress Design methodology was used for Code UBC analyzing the solid sawn lumber material listed above. PROJECT INFORMATION OPERATOR INFORMATION: ..DREAMCRAFT R HORN ASSOCIATES. RALPH J HORN PO BOX 5102 KENT, WA 98064 253 631 5353 253 631 5353 Wpyrlphl O 1904 by Trus Jost M%M44n, a Iknbd partnership. Bone. Idaho, USA. TJ•Pro"1 ions TJ•BamIW an trademarks of True Jolat UacMllan. T. s m'r. 4.20 aerial Number. 701040314 14.41USA 1111 11711 1:51:21 PM Pepe 1 a 1 auId CON: 070 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ...,w.- w.cw.. F/J 20 MAIN FLR JOIST SUPPORTING CORNER OF CLOSET 5.5F ' 7.5" 1.6E SOLID SAWN DOUGLAC IR #1 1� ',OARS:, ,Analysis for BEAM MEMBER Supporting FLOOR - RES. Application. Tributary Load Width: 1' 4" Loads(psf): 40 Live at 100% duration, 10 Dead, 0 Partition, and: TYPE CLASS LIVE Point(ibs.) Floor(1.00) 1428 DEAD 572 LOCATION APPLICATION 2' Adds to COMMENT SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL 1 2x4 plate 3.50" 3.5" Left Face 1424 / 579 / 2003 2 2x4 plate 3.50" 3.5" Right Face 537 / 224 / 762 DESIGN CONTROLS: AXIMUM Shear(lb) 1990 Moment(ft -Ib) 3520 Lure Defi.(in) Total Defl.(in) DESIGN CONTROL 1933 2338 3520 5801 0.116 0.322 0.164 0.483 CONTROL Passed(83%) Passed(61%) Passed(U997) Passed(U707) Product Diagram Is Conceptual. DETAIL OTHER Blocking Blocking LOCATION LT. end Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading - Deflection Criteria: STANDARD(LL:U360, TL:U240). - Bracing(Lu): AN compression edges (top and bottom) must be braced at 145' 1" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. ADDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). The specific product application, input design Toads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Solid sawn lumber analysis is in accordance with 1991 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On -line Help. Trus Joist MacMillan does not warrant the analysis nor the performance of solid sawn lumber materials. - Allowable Stress Design methodology was used for Code UBC analyzing the solid sawn lumber material listed above. PROJECT INFORMATION OPERATOR INFORMATION: .DREAMCRAFT 1814.. R HORN ASSOCIATES RALPH J HORN PO BOX 5102 KENT, WA 98064 253 631 5353 253 631 5353 Copyright 0 1900 by Tres Jost MacMWn, a Soled pSManhp, eosa, Idaho. USA TJ•Pro^' and TJ•eaam', an trademarks o' True Jost MK4ANn. Cc J tr�C T $o &' t4 ) t •-* 5. (1.4j w �2._ ;2o 1 S Lts >= 3ozZ J 4--k 3 (5o + A0)2_0?., 1_ 4 0 0 o'7S(,0,I La. s-g,oP v 1-/q Dezvgv,cczAT.; 14 C-cz.■.c.._ `v ► L 1) C %...1 \V I NUS W S -C,Z( I% . )(t, Y— � 'j 3.( ,3) L3 .2 Ps c Vs, 4 -QSC -1 (ts,"4..) "='2- Z2)(. (3.14 t "--;E-°(-1) vat, LL, 40 CgX1 3,2) / z. UP Pt- �'t: ��ov. 34 3� 4(3-4b-k-'j(t3.Zj36 LwR, t-.R' 'Z°° '7( s. 13. GO(M 2 at X„13.Z Z �� -22.' -676-k)1, 3 = f4(3 F p tx - ct 44 Ct 44 622_ 13 l( .5" z-3 71; X17. 2 144 6-0407a ,x1— 2-9Zti 25954 130TH PLACE S.E. P.O. 1.71)71023 (¢ Z�'� R. HORN ASSCACIATEs KENT, WA 98064 -5102 PHON (25) 631 -5353 tzk- 1 S..44. Pee./ ware t4 t, erul FZ' AV fr. LOPeD " -/rr - "rovilL t.. CO L$ S CA1 t∎ GO Grik F Ai E S Wt. 0/Pt: rei 11VC gc,J ..r.te r Ai Jo Doti c_p W. i't Cur' . . . . - _ . . . ... . 00. AZ A,3 C z C. Z. - I-'4.• .. :. . : , .. = , _-- zzss- uSs 4- tag -) Cc? 1 .5 is.5� cD) 3 to'S 4. ‘ d_b 4--b 9 14- .c) 2. g 2..% t 4 * t. ‘. 4 ° I4..5 I3 `i c 4-1 21 \ f 017,2 113 _ __ t> ►� i • i■ z • 5043. .512.......4'3 '73 __ . 3. „, -I.:. '731, _ `73 2 ' 3 \\ ,k-2.7.- 1`. 3 . . . . . • • ... •• - -- _ -- ._ .. . . . c.a,r` :.��a... -e$4, -2-44/A.4'.=,•:Ist .o/r1. • , L9- P• 3C D4 fJI. D Cp D ' 7 P:(p "1 • • 4. ' C,.7 ID 4,; Co F �4 0= 11'a 00 D, w - (N c..`. •& D -(rsj 5'' 1A"D �b S 1--14. D $ Z1. :".oN 8 e 41' 0-c--. • . . MARK - SHEATHING FASTENER SPACING GALL EDGES TOP AND BOTTOM PLATE NAILING/OR ANCHOR BOLTS FRAMING ANCHORS ALLOWABLE SHEAR NOTES I> 7/16' MIN APA RATED SHEATHING Sd 4 6" OC OR 16 GA a b' OC 16d c 6' OC OR 112 AS 6 4' OC A34 C 16' OC 200 PLF • 1R' GWB BOTH SIDES Sd COOLER OR GWB c r OC 16d a S' OC • OR 112" A.B Q 4' OC A34 Qt 16" O 200 PLF DONE 112 GWB SIDE Sd COOLER OR WALLBOARD C 7' OC 16d Q 17 OC OR 1/2' A.5 C 4' OC A34 a 24' OC 100 PLF ' 4D 7 /16' MIN APA RATED SHEATHING SCQ6'OC OR 15 GAG. 513C 16dC6 "OC OR 117 AS. C 4' OC A34 a 16' OC 240 PLF ©7116' MIN APA RATED SHEATHING $d g 4' O.C. OR 15 GA a 31/2' OC 2.16d a 6' O.C. OR yr A.5 $ 3' O.C. A35 Q 12' 0.0 353 PLF , 1.2 ®7116' MIN APA RATED SHEATHING lid 3' O.C. OR 15 GA C 211' O.G. 2. 16d a 6' O.C. OR 1R' AB $ 7 O.C. A35 a 12" 0.0 .w. : X151 PLF 1, 2 ...mmgro NOTES 1 BOCK ALL HOR:ZONTAL EDGES WITH 2X BLOCKING 2 WHEN EN SHEARViALL IS 24' OR LESS IN LENGTH, REFER TO 1/?4IMIN LATERAL RESTRAINT PANEL DETAILS 7445 sj36.-4. tc,, 4 3 444,r *4/ 1 4, PZ jr14. ga-a-ke (-Le p-4....cp0A..4,cwiz. --73-z-4/3c-436 = to Li 42- 31-1-44 t Far rd* 0 st7 "rae, ts VS '%3C4 z-b= ir4 014.6Vvr. 3-4 110 sts 'IA .15 ybel Zopoc. 0►►A- WetEU oe W U.S U o • c •I• �• xc 2. s WLL 4• bYP 3 c 4. i��l'ugliill+ .jrciaii: pi .......... .+ • CML.E : • e'•6'/1.• {JATE� *kip OMin 4•1Y?P$S 5'-O'k• •= O' -loYs• %util ' LNIN& F-M 4 ENT IL PE LOW t NOTE SEE Stitt/ upL +.7r 1 FOR l..RAC. FoaF r IS t4- S�t•N 41.18c4 ,0 -,01P 1 .1' 1 1 M2 ,0 ,9 OW= MIIIMIIMI• r 4.. CIYPICPhL. 4 1 1 .41 --t_L 1,01 OZ 'r 4 =MINIM MI■ID b • I 1 r—$ I I . • — 1 O. -.1 1- j_ — - — •... `-#— • 1�•- 2 .O•, Sl i x0,01 „O -,ZI t �I&HT SIDS EL-!,VATIC)!--1 • orT 2.2• f-m_ SKYLIvHT Iwo Fmk. Pe.R 6�.DR'3.VE 5. 1' 11.11. 5101N6 PEP e .DR's . SPEt's. 1° 11• tIREGT /ENT r/r WVOr'110r44L 7 V tJ'414 o' REAR ELEVATION IMP rte, 411 18 f c 0'3 L. Art 1 •q GAM__ V - LSt o�1 �-c( tm AM. �� _ Lam' t'�e �. 0 N Th t - . �-�S' He ' Z c.v --,,t L, o �.-D Ae (? "Tv- G'Ars14..4. 4' ��oa 714.1_sss%. p. 4L 6 - 44 P p T -` 7 0 i - L r� ,, � , L c c.r (z) CAM,. " -1-1N c w Act.N C S I v..) L e. c,eN-s c- t o s -rt,., rt-o 16 l "% k l S Si\ L.L U Low L;L Gi t--S ,-- t� L r•J c.x4 PL sT L. c- i-a-C) L 17 a 5 A ..1 -rte s P,v%,...c - w 1-4--t, L. et- 4. R. HORN ASSOCIATES PLACE KENT, WA 98064-5102 PHONE/FAX (253) 631 -5353 re t4- 1 LINE Of fl. O ABO ' a *c '•j I 1 1 • • .....@.... ....-...■ ...Aga,- . .... ...- .......- rt....... . ...: _ i`� _- . . • - VIMYL. LINE uiT.1 7 r el 11, 1 REr—I p;- .�1. , 1 I C46p1N[1 MAO y t /'PFS► . . ' i 11:." ■■ � E��I + 1 �FAM1LY RDbr',_ •- —� ...».�& 1.6 IIIIJL9iIiiI1.!.. ,seevccv �"IFe.. DIRELYIOWS i - 'dI' f I 3' -, s' -,- - •,I'.... 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" •. st,,C,•3 '2,.. ! - • Y , "),v.11' ' 5.- *. 4- tag) . , 4? ti.5 1. 5.5- .4.69. 73 ...2i-\ to .1S 4. ar-st. 4.t) 5.S. - 0 41 / A • '°`1.. ‘,24, . t> 1,4 , — -.--I-7*--i• ••--.----------- , , _ i• • 3 .3 . • • 3. • • - - .. . : . .. . : .. • . . • - • -- • - - 1 ' . . . . 4733, Of ? • li■ ap c al-, ‘, A.9...' --(," .--...f, , 7-44/Ab.f .=, 1 St.% --, L. /1 r. yirY24i) = 11 1 . . 7..32.E '-' • 2,g 2.,g; 1 1 : o D.N. 40114113 t.4 MPft 44 foisp � tl.ctma FNN1J4 ?LAO Euv.�. ALL ROOF St '*1('UU2era Merl' uNERt Le,,,s14 14- AJthp w, (cj C2Arze, A-z- o #.3 Dr: irC. kj f L C, L. LLSZ"C> k e—N 11 c I 4- clJ R. HORN ASSOCIATES 25954 130TH PLACE S.E. P.O. BOX 5102 KENT, WA 98064-5102 PHONE/FAX (253) 631.5353 w 0 eL f) z '3l F- a >< i is lu 'id < al Q0 z►- ,oEZz_ z tL/ < ti � � o�Z zc u 1 s {� OIL z� v ss r1aj, el3d11 I u u M u w i M 11 ,1 l N 11 ' N 11 a-1 .q∎ ,i M_► f 4 n . II II M y 1 07 a �4 s r II s JI Q i� 1' 1 ,ISe4, 11 J /� 11 t ~I 3 l 1. {�J� Not . 7 ., �ze - S9SI 71,„ I II ' It'- N =27� WU..i vs -1 JI y,> �� I A, I e. 1.. po 1 _ =I z 0 V1 V ., = Q VI 1 1 I I ' I1 \. O lit edr. 1 07 a �4 s r II s JI Q i� 1' mac— o Ptg' 4" ca') C A2 S • pc- I-to-cuff A s is oc I (4 -2A, �+�.o•� ,- L4D rs p, N 6. IUD 14 V - L...(»iz'c C) C. �` G Ate- /A c ,t — 13u35- • s� 5 LE) _ 4)e lo -t N c3 Si-Pet.1 DAXL1 t ri00 r 14.,// • - \, /Ac - kV1).5 C 2) 5 L4 r w • t ot= C3) t6 14.) 1- ..L.S LTNc S L1.1 `0 �,�/ 4 t..t.. 5 a�, ■ w A c.. c. ra c. CID w 6/N G C D�c� tz-S — 5 14C-1\-Z. L o x*-(1) l S G k T w i TN+ S fl • %v 0puw — CAL. t. 0 \ �A t L S I Cam-, ti.\ JJ R. HORN ASSOCIATES KENT, WA 98064-5102 PHONE/FAX (253) 631 -5353 1„..11.1 .6.",9 • %-lrtaervt OPet• o . FT kfro A a A3 C Z C. .3 C._ 4- t (0 (-7 (4, r 4 61 Co • • • • • ss) SinL F-r PI, 224L"S" 7.- • •■■••••■■ • • • • • • • • - • • - 73.Zy s44. 0 . ■•■ ea-o-s A kit ar cA, irce LOAet 4yrr (.41 A Licv6rmi sire ■sc.4.1 ,N4, e" b,i)t /OA. CAD VA it non" FT Vi •■•••■•••••••1 66'7 3 77" t41) lb 1E ST kb 44104 piAti ELEV. A • ALI. Rvor St AM. t.:12 P Tt MOT LJNEit City of Tukwila John W Rants, Mayor Department of Public Works James E Morrow, P.E., Director NOTIFICATION OF UTILITY PERMIT ACTION TO: Permit Center FROM: i/iJ) Public Works Engineering DATE: May $, 1999 SUBJECT: Dreamcraft Homes — New SFR 12059 — 46th Ave S. Lot 15 Permit No: D99 -0160 Contact Person: Vickie Martin Phone: (253) 859 -9697 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON May ,1999: 27 PERMIT FEE Allentown Water Connection Fee $4,166.40 Allentown Sewer Connection Fee $7,641.90 3/4f" Perm. Water Meter $260.00 Land Altering $92.00 Curb Cut/Access /Sidewalk $25.00 Storm Drainage $25.00 Sanitary Side Sewer $20.00 TOTAL: $12,230.30 Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the permit file. JJS /ji CF Development File (with copy of application and plans) PW Utilities Inspector (with copy of application and plans) Finance Department (with a copy of application) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433 -0179 • Fax: (206) 431-3665 Tu. Lw/./a. �Uf1 G`GV't_I -Li Q.0 L - OO_( 1, ( Lu -tr cal 69 r 1:u - be 980► e f.:2(..D q 960 \ 1; 00c111 bey nc ) por.ltcr, cfi G-(3 , 35 f hr .c ►- 3G ., cv� C I i:l t •lam, c 6 Lc Az.) 1 c�' -1-hr .�C�h , �1cx.,k,. 5 , . C �: N 11.1 rY j.,,3 mtoC 'ot3 Lrc , Th Ac -41 `. G k ..\ 19..; Do113 ton 1.�0 .. ac c c,r&rThC‘ NhereoF rz.cc,rdc JoIuPrIL. I� ` 1 CL-i , pct*: (_.044 ; n Cour -I-LA , 1A coh'LnC\ or, Um' `+ rat' %` L,,,,, PLAN REVIEW/ROUTING SLfP XX Original Plan Submittal' Response to Incomplete Letter Response to Correction Letter .# Revision # After Permit Is Issued DEPARTMENTS: Building Division 61/7 Public Works 7ALUG 4=27-'7 x Fire Prevention 1w e1 g-141-19 Structural Planning Division Et Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete R_ Incomplete n DUE DATE: 5 -11 -99 Not Applicable Comments: TUES /THURS ROUTING: Please Route No further Review Required n Routed by Staff n (if routed by staff, make copy to master file and enter into Sierra) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) w.. Approved n Approved with Conditions REVIEWER'S INITIALS: DUE DATE: 6 -8 -99 Not Approved (attach comments) DATE: CORRECTION DETERMINATION: Approved Approved with Conditions DUE DATE: Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: WR•ROUTE.DOC W98 .:.tt':.i R." s M ?c arr.' +3t0n0xtn*tsvxsr, *a City of Tukwila Fire Department Fire Department Review::: Control #D99 -0160 (511) John W. Rants, Mayor Thomas P. Keefe, Fire Chief May 20, 1999 Re: Dreamcraft Homes - 12031 46th Avenue South Dear Sir: The attached set of building plans have been reviewed by The Fire. Prevention Bureau and are acceptable with the following concerns: 1. For short plat development (four single family homes or less), hydrants shall be placed so that a hydrant is within 250 feet of a building. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #1692) Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 1/4" Pentagon open -lift operating nut. (City Ordinance #1692) The minimum fire flow and flow duration requirements for one- and two - family dwellings having a fire area which does not exceed 3,600 square feet (344.5 m2) shall be 1,000 gallons per minute (3785.4 L /min.). Fire flow and flow duration for dwellings having a fire area in excess of 3,600 square feet (344.5 m2) shall not be less than that specified in Table A- III -A -1. Exception: A reduction in required fire flow of 50 percent, as approved by the chief, is allowed when the building is provided with an approved automatic sprinkler system. (UFC Appendix III -A, sec. 5.1) 2. In lieu of a fire hydrant, an approved residential fire sprinkler system may be installed when vehicular Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 "uY:; i::r ;.t,.yc.,i �..ati e - .5:.:.%,raR7.r,5.1�.sh'JN:✓ki rttin�FLU;Pai knrth4n6giaioActir. City of Tukwila Fire Department Page number John W. Rants, Mayor Thomas P. Keefe, Fire Chief travel distance from the nearest hydrant exceeds 250 feet. 3. All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (UFC 901.3) 4. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 5. Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided with an approved turn - around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #1846) 6. All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (UFC 901.3) 7. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. (UFC 901.4.4) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575 4439 City of � John W. Rants, Mayor Fire Department - Thomas P. Keefe, Flre chief The Tukwila Fa.re Prevention Bureau Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: PM 5754404 • Fax (206) 5754439 .'• Detach And Display Certificate DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS • CONST CONT GENERAL REGIST. # • EXP. DATE MJFHOI*092DA 10/01/1999; EFFECTIVE DATE . 03/01/1991 M J F HOLDINGS INC 215 E MEEKER KENT WA. 98032 :13-00-000 (8/97) Detach And Display Certificate 1.052410 18197) REGISTERED AS PROVIDED BY LAW ASI CONST CONT GENERAL REGIST . # EXP . DATE Please Remove CC01. MJFHOI*092DA 10/01/1999 And Sign EFFECTIVE DATE 03/01/1991 Identification M J F HOLDINGS INC . Card Before 215 E MEEKER' Placing In KENT WA 98032 • Billfold Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIJES NI \Y3 COUNTY r (.._. ReLdential Sewer Use Certification 17' '1- O /(o0 (To be completed for all new sewer connections, reconnections, or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council but is limited by state law to $10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge on this form should be referred to King County Wastewater Treatment Division at 684 -1740. (Please print or type Owner's Name \0.M 4* - Han-e% ast, First, Middle Initial) Property Tax I.D. Number 3 4-� qty 1 �� Property Legal Addr ss: Subdivision Name 1 LP-flo LA 4 - Subdiv. # Lot # I S Block # Building Name (if applicable) Property Street Address '-ClD I a I n I_ (� _ C T1WC City, State, Zip _ Owner's Mailing Address (If different from above) (AA criwsD- Owner's Phone Number (a53) iJCA � 7 Property Contact Phone Number ( ) Party to be Billed (if different from owner) Party's Mailing Address (if different from above) City or Sewer District Date of Connection: Side Sewer Permit # Please check appropriate box: ri Single- family 1.0 ❑ Duplex (0.8 RCE per unit) 1.6 ❑ 3 -Plex (0.8 RCE per unit) 2.4 ❑ 4 -Plex (0.8 RCE per unit) 3.2 ❑ 5 or more (0.64 RCE per unit) No. of Units x 0.64 = ❑ Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = Residential Customer Equivalent (RCE) For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmissio of corrected data for etermination of a revised capacity ch ge. Signature of Owner/Representative lv` Date 5 5191 9 p Print Name of Owner /Representative 1057 (Rev 11/96) White - King County Yellow - Local Sewer Agency Pink - Sewer Customer Lor Alo. L96-0077 niGithFr 14-etnifr'S Tir:F3 DATED 2? Slit 941/ Ia)cc 11 Zara- (1614) 4ciscct. 10 MITE SA*o\Eizr Fot& Pica% A WO writ-Kt Eta 1 = 4,01 f1 Concre-1-e- Ati.1L A 1-,A 4z. • • 1. vu K_O 74. 62.° %" , Ps) itA 4 JAvt ( A ver\ ?PROVED PER PUBLIC WORKS 1-2 k_c_p 1.1.4.11 tV4 104 1 11' F. ....ow...Pr RECEIVED CITY OF TUKWILA MAY 0 6 1999 PERMIT CENTER -R;r, 4hick; \131.2a_v. Ptwe, n r....to Ate 94ft.44444 ION AkIJA1' f ROM c Plite61 tfr i'/p 71orriartALL Tv NICHE F_/s /Mew 111111111111•■ awn.. 4,441milm11111111111111110111111.4mmour 4.4.1111.044144 .441.14, 414dIONIMINIP - . 4-4 4/6/111/INWOININRNMENOMINNWoomm.•••••• c4444. 14. an/ /11111.11•111. 111111111111111111111•111111.... , wes, •• .4* ONIONOWINNIMINPSIM 111111•10•111. 1111111•11111. ...440•111101111111101.11.0. 1 11.141.14 Eafz EL.E.VA1VN /e $.o• 11111111•11111111111111111•1111•111110row - - • •■• 4111111•111••••••• • ■••■•••■••■•■••■•11%., -.11144MNIM.4.11114.4.0.• • 4444144mo...114 41111111 AMY NM. AMP 11.1116. slc 4'g./5 SIbeL. .414.111604 411111. 401•40111144. 4.4.4o4.M.M.m. *444-4 ROOF INC. PEP. b6Cia.:S. SP eas. 44.41014.444 AM. UMillwass 4 1.11,1111111110111. 4 . 44 4. 4444 4 • IRIMMIX.4. 0. 4,01,Pftosifpla.. 44444444444.444.111111rnimpoomem AININNIm• • .4•-• 1/4" 44.44.4111111.111114•1111.1. 41.141110.44•41141411. .41 SIIIMIN11.• 8 1° _r_E‘ I H I vite..11• PooF IN& PEA eLDF25. 5PWS. 51 PIN& P. (,p- 5P Ex. 's. F-11,1 SIPE F..L.EW 1/15" r-o" 4.44444. almINIMMINEN.4.1114101410 .44•11111IF 1.80,11M94.40110011111.111111111111M1M4.0 • -4:11111111111111NSMINIIIIIIIMI INV 111111111... .11111M111 ‘ ■•■•■••■••••■••..... By Date 54. I 2 ' 5 ° ■•■•■•■• FILE COPY tinolerstand that the Plan Check approves are :o errors and omission and approval of :o.uni does 'o a c o ny ccxh; co" co [ Pe—. V99 0 V4, 1 cp"exPosup.E. LAP - 51DIN6 0' rfr.scut ia/5 ovEg- 1.10 g/ 5AWD 9-0 STAU- 14 1 16.1 r1S1F-. t5.7 PERMIT CENTER RECEIVED an' OF TUKWILA MAY I 2 1995 OW i m0.2 O 9 IS S 04.4. PI Ma.:.9it t04t - r: a t& V.Itt %• COM E. tT Maximum Sinews ii 40.n. • u = UA, 4 is 44 {wR *f/ •MM+) boo o. obt, St. $ 11 vui,TED pdlit l g) 292 o.ar4 9.93 14gt11»60, I $61 °.oet 114.7(, 1.49340V1 (9tt ,P•* 4344 2.71. o. S lit.. 13 Fs (,vu." "m'Yk°I 109,1 41 "4i o•4Do 44',77 167.4 .7040,- taxtr4 if cock-SAP MI L►V m. I► n.„ 0..0 139I.4GJ � � 094 ti,.. OW i m0.2 O 9 IS p L& 10.•1.-1 ties% g Maximum Sinews ii 4 35 - .o - 22..77 au9kr... bus h.12:11 3 "91 . a ti 114.411414316 tTy,. `4(r,t `';` I 11=1 e or wme 1 I 03 l;s - 6...... ../... pp. 2 o - . J I Fes. cc ..1.^0 i � I il! if , rt. m. r,•T. c .. ........ s � � 4 I I. 9 ez- {_dot, Lab. 1'1 OW i m0.2 O 9 IS Nos €isz . tASaYn.n. : ec Iimraiiimini g Maximum Sinews ii OSMW OlmreW maw__ e_. � g• ior amirmilwrnmascriirrrms 3 r r i0' x3 7 .--- f — e or wme 1 ii E ttj ti11MIII �IN am Iii if morn m. � � Numb." of Eoaaom. Mrdn.rn swoosh Dust a1Wr..r. Assdisle Oust s4aL,rr.. toroth' Woodss.ro Nmbs? of OSMW OlmreW maw__ e_. � g• �• 20 3 r r i0' x3 7 .--- f — e or wme 1 .. E i el rD4L t Sr�P1Ll4i 391,44, - 377.011 I 13.4, WrarMsion Soo Monsoons so Wows sit twat/vows TAKE 3-1 Wa rn Ewrp Spoils Yrd9Wp Coloe"F 116e.d<ew ww TAMS 3.2 Whols .esrwa vsssb°ss Row ihoolunnosia 1 lankosaO Hopi nrn 9i0 75 120 900 ISO 920 190 TNs cases doss oaf 5. wog tot d..ssky units sonunnino maw clown I krweans. YAKS 3-2 Pftwel-tl.s Easwn boos sfal.y I For look •donor Y Maw Wilma 0 bit boos !Nag a 1 Fau dues of this /v�for Ste not For 00344 with 1w* of this am. TA9.! is p,.wedp...s lotoor•.rd Fo.s.o Ab =:row+► Own Wo a. Fu two.* roof 30 Mot /nort) dust, Mwasla t Md.. a. For **ova +rrnbvrq marl -.on 3 Owes:c duct dfwn.N. t loch. IOW 9.aw.t Edkrn a' I,! O TE 14 -0" 0' IO LI N i ✓ r L'N NG 5%l,OW SEE SHEET I 1 FOR SHEARL..J LL SCHEt3ULE 4x:# HFZ 4 0 .0 " 2 . 1- ° 340 t0" to 1 9x HF2 4 °4 °XQ Z' -a i L 4 BY PASS 41ID Hr2 PHONE u p :Mg A Vf E .l • NT (sswe TO •t O' j % EN. ppbIN INLET" MASTS F. PEEP -OOM cot 9 .9 - urrEs FLOO(& P i / + ss I' -©" i 1' -5" o Cop RAU I -00 F 1 4' -a " CITY OF TUKWILA APPROVED JU 9 €999 c:!'tl._DING DIVISION ar>Y,OPrij 11,4 1 I 7999 : 4 N t 3 vas 0 X 'DRAWN Tan PLA -'.. 1814 ING,LeWODQ 5 -23 -'94 SHEET NO, — 4 4 .. 4 . •1 0 ' w/( shy of BoLTS t r 4," S U E N EL oc7P-- GollviE6 or: Iv .0 0 t> 5c 4 -1 /(12) 14.4 30"‘ 415° 1c 10 FV.a. .1) - r S k4-063 1E3 "tio _ _ _ _ ___ __ _ __ _ ile.2 T Ej IA Youf t. PIERS -- ( E.xc...p As No 1.c) sumenliw •- . „ , ,..... gr. posTs -.4„ 4 Fir2. (lrxea spLie.E.5) cl ?` Mil I ._ sk- . EAM5- 4x 1001 .. 0 2 EY.GEPT WHERE NoTeo ( FotJKIPATIO KJ VENTS - tcp",a/(to R.E.Q '2) 5 Ma. MINI . Cow.tere frikX _ SO ) 5/ I SittIPT i c pissi5 Leodo citZ rpAl.- CANT L r INE AMIN II 41-0" 44 ,.. 0 % 5 ...,,,,, f f 1 . ■-■-......4._. -, .1 r t t I r - - t ' -- r - - 1 - 1 1 1 1 1 } 1 1 . t 1 • ,L........_i L_4 L t g___L , L _J. .-, . 2,s 5 I - I F FLOOR- J015 C'1(0 tlYPICAd... •Lbo La" TT D ,. ..0.....11111111•11•4•141111MMENNIIIM.=.41.41111.6 1 2 :: . • ' O hi 9 1,999 • . -" ; - „ •••• • • CRY OF TtiKvvILA • M:t - 1" 221929 4 , • . 4 Pt:4:1244 L A-1)U \N rr 0._ L CP x OF I 4) PF I ( . w/( It) I Co 4 Oft.L. Z, 0'S 5E1,01...i ( WINDOW SIDES ZFEF- F1.00 1a. 1/ 4 " I Le7 " „ - - 4-4V cik4 PPP. tviE w /slow 5 -- zx e . 1.10TE ...5-rAe tAyoui -SEE SHEET P40(4„pr Fag FLoaR. TIE. SCHEPULE. - ALL ,f0(51 HAVOOS spipsca Lox° OR (4 1 / 4 1 IN& FLA cA I.-EV ER- 11111111110 IC •-it= =i; = 1=9 Fir *2 e4..C.. IIIMIELINIONN 4/1911111 a J L L SOLA P NC, 24 N TI L EV ep- OPTIC ic 7' SG) P FIT JAIt 1 I REF', I SPADE I - A,Go g S IN K. TUKVILA APPROVED JUN 3 1999 24“ " 2,1" 30" 112j *mash Creara4 R.4 0 LA'( irt:t liand Lot tics 0 (24 c=1 AN1, KI161-1EN CA4511\1E6 SUSAN R ECOVED Cirl° OF wo L4 L,D DIVISI6 p l 2 ircarr 0 0 U 0 (35 ' ct 4 4 z w g ' LLI DATE 5 SHEET NO. I6 g 'raft w AQ 2- nag 80C OR irrkp 63• TlG 'MRCP SPACING TOPANTIfl °rag FitAtiggq tf {ft t ALL EDES PLATEN MICRONS xt l4 i a y OC eed C !tae !�• + FCD OR A3 S . . tif OC ,zoo �i.i 1!ilFIG t<6>SA et ac #12' A °: e , C ! ®!®ICI I I ... l_ ICI r'/1�1, a i • IIIII Lairnimpl in lailltriarmit=7.=.4=1,-Peaut t �iiiifi`ic I iiriLEI ! � W I _ 86s Ill lifer rnamamili t ..t i ii 1 UI iII : I _1 i I =ii 1 il:Ii i tail f ■ EMIL '2..I VP L 2>d FT F 2.4" LINE w/2 or I. "o.ht l.Alz GIA ONTAL EDIXS W:Tn 2X SLOC!€. _ SHEAR !$ALL 1 24' Oft - LESS IN 1.0 4,114, REf:Eii.10 ,Nt PAWL DETAILS • EXTEND 2 - FAILS TO 14A -Li..., PROVIDE FURRINf FOR R-30 IN5UL. 1111 4 SHF. MATCH 8.12 12.'0• H. II LINE - Of 2 CLIP W /'G` EL V. ONL'r. • 12" 1 VNOe6'y , I13' C7. H LINE OF6 Et,.EV Gtr l— Y— PRPVIPE OF UATEp TRUS V NTFLo Roof' FR AN' N I fa — n FL-E.VATIOt S t TF -1JSs NOTES - INSTALL 5RAGE PER MANU F SPECS - NO FIELD MOOIFIGATION wrrHOU1 DESIGN ENGINEERS APPROVAL - EN‘INEe.RINJ6 TO ACCOMPANY APPRVED PLAN$ Y T I VEN N IO 2 SQ, PT.& 1 /$00 - 3.46 k S.F. IzE Z 26 VENT 5 1 . - 0 6 1 4 5 . 5 4 S 04, 5, F. Z, GABL.E VENT @ i 1255.F =1.25 S.F. OR 7 Not.' vE i., -rs it 5 _ Z. . 13 S.1 .. / R `` AC tUaL VENT /NR 4,08 5.F 12 "O.H•`5 IS" 0.H :5 i' is \�f�Iii_f kcPl(C)VE , I.fl 9 1999 $-C/NR 6A44A 7 E @ E L EV. ONLY p t IO RECEIVED --CEDING O YOFTUKWILA MAY 1 2 1999 teeluzsli Ln S reS V iammti DRAWN DATE 5 -23- 94 SHEET NO 6 OF 7 sHE frj •OO NO PLAN NO. 1 r I IN6LE_WCVP fox1© DF 1 11111 Ite k 4:U(RI ii IN`.fi j2" Ivltl. 2 -2 x4 TOP PLATE. (45" MIN LAP) w/(8) ICod @ EA. DBL. TOP PLATS LAP 2 TOP PLATE (445" MN N ,LAP ) G L' - es 1 INSULATION w /49%frR BARRIER 815 STUDS e Ifa "o G. Z x ' btM• ' L. MuJ. /4 "CLEATS C� PQST / 6E/kri 5/8 "6145 2x1(.7 HF2 I(."c -6. DRAWN I''Cl DATE SHEET NO. •F ` SHEETS tiG' f S : - Mf'X_ RISE 8 ", MI1- izUN 5", MIN. HEAPP -'OM " - 2 -2R 10 STRINGER -S WITH 2x ST(z•ONU - FIRE['sLOC STAIRS ON-.E IN M 121 -- E or R UN 5 e71--MEN S - 'TRIN6ER5 4is-LAN6 RUN I3ET We- EN STUDS. - US ELE SPACE UNDER. S-Tfr RS IC) DE t - HOUR- Fig:E coN45 - i_ 57A" TYPE ' x' ‘71,45 T.44 4 FINISH ED. TYP(C L- STS SE C,TtON -0" 131 . CO NTt►;LIvU HA NDP,a► L,. �� -TURN ENDS TD vi IN 1 "GLEAR- Mi►l. 4 6U1 Q./61,4 g N � od E: - -i; ii:4 -i E t$ W w /p, Ct o�IF_lr CRAWL AL1'. , PLY (o v'(' Flt-1 HOD sILL - 145NL W NI e fty foJII'fs c (t tool is T� cor4 f I4ADI. W I r e r - r Arm r,Arto t4lt'I WHIR. - 'I/o 5.)T. 1 I tad tla.It -s Vie' 6'o.e. A. wk 1, ALL PI.A1E t4 DRS 4-1 �x ro -I op- 2- 'Lx ST11t�S (tiati *r4. - r F.A. srty) 61105 13OLDOVd1 (050.4_1 .LL PER t'{r+IJU f. 5 1 , 0 ) 3- 1_, rlks ofz IIjttvlolI114 RD* d e'P- *Jt: I or 110L-0.44-1 �Z $A .6., Mitt. 7'11.16G0r141 ct 1: Ittllou; c 11 W/ L - *f ti 1, a?TE 4 ? va_ rP}i �.L DLTA I L flL.6o � 1AI�IriGc' - !•f 1L - � r 7 VELUX umif ' VELux 2x'12 RA FT (2 4 "o, c, R' 30 IN5LI w/vAPOR B"1 ?!2. i>1R 4 !'" A.1Q5PAC 1✓ INSULATIPN BAFf. LE TO MAfNTA1N VENT 56 We 9 4 e,x-re D TIZUS$ TAILS TO - z 12, R- .TER -5 )Lore &LAz: :'f Ta ts lam" W I kk1< 5h LoAr6 P L,LL34• 6, lam 6"t 2401.5 t s7 r — Ca NT. 1114,142- 6,4.m e,M ` 5 / 8" TYPE. ' x' 6 4 ' 42vEgGA0A4E (OP TI®NhL. '18x 1 ® 'I�‘,LI } TO LINDERSI E. OF ROOF SHEATHING L --At�A E MA.NUFAGTUg-E [? STI MPEP RooF TRUSSE5C°'2 3 /4 "OS9' whoa 4 "GONG. S LA9 W " G'eo "o,c. EDGES � 1170 .c. IN FIELD SLOPE TO F Rc'NT 1 2" KNI. 2x 4 P.T. MUDStLL Wt1I'1 1 12" x t0 ANG 110E 501-T5 � 4'- O " o.e... 4- WITH IN j2. "' - _ FFOM EN17 PLATES UNLESS I.JoTEO o ?NERt4115E 5UIL011N. H 12 MIN. SOIL 5EAK VALUE. 1200 �U11 nIN� STi2N !�- If4 "`f -O " 4" l7ov.iNSPou'r L >af *:i 1-1P Ti( tT Urdu TO PP !WED STOi? M' DQA "S" A e- Lim 18 Af1.I) I. COMPOSITION ROOFING OVER IS* FELT OVER " /1!o "O. S.6. SHEATHING wbscioa .c..1:ObES IZ, "o.c. IN FIELD IHSUL. e,AF - LE VENT P, LOC -1NL., SIQINI' PER- 15Lt72 SPECS. DVE'F- M IN. 7* F3 UILDIFJ& P '� /Ili "O.S.e. SHEATH INS w /&4 C Eo "o.c. EDeoES., 12 "o.G. FIELD - T`I'P. Ut.ILESS NOTED OTHERWISE SIDING PER 6LDi?.'S SPECS 0 ;;a° MIN,7 ILL . PAPER T /tc."O.S. SHE.ATHINV b`d /Sd.cc."o.c. EDC.. S 12'e.t, FIELP- T'rP.. UNLESS N01" E17 d71 ERt.,1ISE ?Z - 1 9 UL<n. - flON co T' r' F TC, s INS (� ! ti/� 1 i 9 6 rONT. a'jckruE F / *( j O . L L �► 4 Vt RTiCALSra r &5. TO R-E'Si e?N jNPISTURBE ED r IL RECEIVED CITY OF TUIEVV14,d, iAiY PERM •. [ IVT h Z w '7 5'6 LU o w Q V OJi NO. PLAN NO. 1� 14