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HomeMy WebLinkAboutPermit D99-0011 - Dreamcraft Homes - Lot 13 - New Single Family Residenced99-0011 12035 46th avenue south dreamcraft homes WARNING: Parcel No: Address: Suite No: Location: Category:_ Type:. Zoning: Const.Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: Contractor 334740 -1245 12035:-46 AV S NSFR DEVPERM V -N GAS 001 North: TUKWILA City of Tukwila . ( i (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 License .Nda :: 'MJFHOI * DEVELOPMENT PERMIT IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, .APPLICANT IS •PROCEEDING THEIR OWN RISK. OCCUPANT DREAM,OR"AFT. HOMES 12035 46 AV S, TUKWILA`'WA 98178 - OWNER DR'EAMC ;RAFT_ HOMES'` 21`.5 E KENT WA 980:32 CONTACT V°ICKIE MARTIN ' •215 ' E MEEKER, KENT WA CONTRACTO , M J z F, HOLDINGS ' ,,..: 215 E ' MEEKER, 'KENT WA- :98032 . Permit No: Status: Issued: Expires: TUK Occupancy: UBC: Protection: .0 West: Phone 253 259 -9697 r"******* k**• k,**_**** k**.* * *k *** *" **** * * * * * * * * * * * * * * * *•k•kk *k. * ** *: 4** ** * *•k * **** *% Permit Descri p'tion CONSTRUCTION OFD A NEW 1,814 :.SO FT ,SINGLE FAMILY RESIDENCE WITH ;A-660 SQ FT ATTACHED 'GARAGE. PUBLIC WORKS :ACTIVITI ES . INCLUDE: ACCESS LAND AL- TERI STORM D SIDE:SEWER AND 1" PERMANENT :;WATER METER ( HOUSE_ S.HALL BE KELED) ***** **** 7k ***** * k* * * *** *•k-k7k* *** *'k*** * ** *ki* Ali * * * **k * *** * ** * * * ** 4 * *k * *k***** ** Construct,ion Valuation: $ 166,780.60 PUBLIC. WORKS PERMITS: *(Water Meter ;Permits: Listed Separate) Curb Cut /Ac cess/S i dewal k /CSS : Y ',fire Loop Hydrant: N Flood Control Zone: N Hauling: N Start Time Lsnd Altering: Y Cut: Landscape Irrigation: N; Moving Oversized Load: .N Sanitary Side Sewer: Y Sewer Main Ektension: N Storm Drainage: .Y Street Use.:" N Water Main Extension: N Permit Center Authorized Signature: Print Name: /` LEd. ke u K.A Size(in): Start Ti ere : No. Private: Private: N End Time: D99 -0011 ISSUED 07/21/1999. 11/06/1999 DWELLING 1997 N/A 253 859 -9697 253 859 - 9697 Public: N EtYg. Appr: JJS Date: ?/ .00 Time: Fill: 194 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. Signature: 4 gm.44 Date: 7.2f —q9 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. Public: N ************* k* k****** k******* k*• k****** k************** * * ** * * *k* * * *•k ****•k** * **•k * ** *kki TOTAL DEVELOPMENT PERMIT FEES: $ 2,750..27 ** ** * *k ** k* ** * *•*** * * * * ** * * * * * *k ** *** * ** * * * * * * *k ** * * * ** k * *•k * * * * ** k* k * ** ** *•k * * * * * **** *i - - CITY OF TLII Address: 12035 46 AV S : Permit No D99-0011 • Suite: Tenant: Status : ISSUED Type DEVPERM Applied 01/21/1999 # 334740-1245 ' Issued: 07/21/1999 *********.*******Jk* l(4******* **4e* ****** *le* k*** lick* le : ' ' ' 1 . No changes, w i l l be made to the plans unless approved by the • ;Engineer and the Tukwila la Buildtng .. , , 2. ,Plumbing permits shall :: ke'., obtained tbi'-Oo§h,he Seattle-King , Xounty Department Health. Plumbing will he • - ,, . - inspected by 0 1 ,a,a4no.Y , ' including al 1 gas piping (296-4722) . ,-.... 1E1 .ctrl ca l/permi ts%Shall be obteined:, through the Washington . , iSt6tp Division , and„ e and all electrical work will be inspected by that agenoy'( All MeOhab i pal 'work shell be , under separate, permit issued , by the City / of Tukwila. 5. All permits, .inSpeCtionYrecdrdS, and approved plans" 11 he available at the job site prior to the start of any-Iton- strUCtion.,:' documents are to be maintained and Oval ;abte, 1 final inspec:t ion:.:approval is granted. 6. ,An)/ exposed insulations batki material shall have a Flame; Spread Rating of 25 'or less, and material shall bear identi fication showing the ftre', performance rating thereof. . City of TukwilaBuildlng Division prior to placing any ,concrete. This procedure is In addition to...aiiy:! requirements for :inspection , , .-There shall . be nci'',,ocCupency of the building(s) until A:he _ final inspection has been comp1 eted by the Tukwila 'Building - • 'Inspector :VENTILATION IS -'REQUIRED FOR ALL NEW ROOMS AND SPACES OF NEW f;!13.:pp'srop , :BUILDINGS IN CONFORMANCE WITH.. THE UNIFORM : BUILDING CODE AND THE WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY' CODE, CHAPTER 51 WAC. 10. The stOrm drainage system downstream of your 'di scharge will not function correctly unless the entire system ' is in place.. Individual lot owners will be required by the CftSi to ' instal l 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 Citw i l l y 1 l not install the storm - drainage improvement identified on the ,plan dated 2-18-97 and approved on 4-23-98 . ' • • If applicant desires to complete any or al l of the storm drainage system the City w i l l issue a separate permit for work in the right-of -way or on an adjoining lot if easements are secured from the lot owner. I , 11. The sidewalks shall he installed per plan dated 2-18-97 and approved on 4-23-98, Any curb cut access shall be' done per City of Tukwi la 's Standards. 12. All conditions associated with BLA L96-0077 shall apply to this permit. 13. Temporary erosion control measures shall be implemented as the first order of bus iness to prevent sedimentation off- site or into exist ng storm drainage faci 1 itie;z 14. The site shall have permanent erosion oontrol measures in me.,mAir%ot haan compl and pr :the Final Inspection fD >.,iveway width sh be a AO minimum and 20 ' Slope`: sh a11" be'a',.:niax mum of 151x.: ' ;Tuning •radi i : shai r'joe a mini of t ive f .Driveway shall .; be paved, .within 30' of • right of way Hauling over 50 cy shall' li for a Haul ing • • require appcation : P`ernrit prior, to any. associated ..activity • ew c an sub improvement 'ot arty es;identia'l s : sha11 :have: th,e. low'e'st f iri,cludi -rig me, asent, ;elevated:; :a mini u of :one foor- above the' leve :1' .. ase,'f.lood:;,eal.evation (100. year,) '1.l bui ldi:ngs,:wi l l.' be constructed and cert,if ied :.as ,b:ui 1t at r;. above tion eleva. <ehown . on approved drrai.nage •pl,an at'0,0:,Z and app roved o , 4-23 - 98, ' ( N rm GV Datum. 492.5 ) n'closed a;reas:•'below :tire lowest `f loc i sha'l i b designed to u:toma eiqua�1l `i7e hy f1ood:f :A minrimum f two: openings- having a , t,otal,1 n area of na,t less than one g uano: inch fo°r., e ver y „square fo t of enclosed areas subject o f1o,od01g7-sha11 b`e provide:d :•and , the' i,o_ttorn of a;ll p enings``no hYiigher i than.yone .foot' aboi a gr,ade , pen1ngst.nray`ba equ with. screens, lou or : other , Coy er;i:ngs car .devices pr,ov that they :permi>t the a`utomatic ntryt{and�;�ex i t : Olt) ObdWat'ers .: ' • '';.'''''. • he :,f .p,:ty of Tukwila: has`' an ;u"ndertgronding' ordinance requiring he, power, �teleOconimunf-catinns, =and cable_ ser.Vice.',1 fines, be nc er gr oundt from "the p'o „int o:�. conne on :the pole to the” !own$1outz dr patio L : and ,drainage:'froin other ii erv.,ious'areas shall ' .in 'an an -site storm l, ra rn syst'eni ;y'Draims ; shail..l. be 4 nrin .d`i•aineter, . PVC , } sch 4:0 r o "uorregated poly e,thalyne pi,.pe' with a: smooth i t4..rwiolr,rwa11. N41,- ;pipe., Drarn .sh:all be laid • with a .n►ininrunr':"1 slope:, for,,gr:avity.dischar;ge:,to :location :' approved ,,by Publ WOO; Dept ,,Down, spouts dial l t no connec to \f Footing dram an downs Wray shar a 7single _ d scharge pi pe` downstream `of the lowed : foot.i :ng 'dra3ry ;,, , 21 Driveway shall be. ;paved within 30' - of r ight=.of =way • 22 Anchoring All new` :..construction and-ial improveni.e.hts s h,al , l. b anchored to preven f co lapse,' �:or .later 'movement of the structure ' • 23,. ,Land Altering (grading) tv , 'be:;.car,r..ied• out in a ccordance : with the .plan,. date 2/18/97;• and a pproved on •4/23/98 Project Name/Tenant: U mGn r^ �- 'Ha frit I ^ -f l 3 Value of Cauctio9r : / ^ Site Address: City State /Zip: - wiCw , 14)A q811 Tax Parcel Numfse . 33t1-140- . a4 Property Owner: • Drra.M Cra.-&f -Humes Phone: -. c .-) w -• q,(oQi Street Address: L l City State/Zip: at s t i tet✓kC ems, ei&# 1 I OA Ci to 3a F x #: '' ' . 73.1— 5a13 *For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling Contractor „„ 1 +104 o Inc . ) 8%1 - a. Street Address: City State /Zip:, .. •'15 E Mee-k k�r.+ W1 °W3 a. F #: s) :I ti 8, Architect: n hfl Phone: ----, • Street Address: City State/Zip: Fax #: Engineer: _ttt �► l . T c—kS , !;,: • 1 a-Q Ph E Phone: • S 3 0�) (031 5 Street Address: City State/Zip: 5q l PL SE }�tm.-k- LuA Anon-51a° Fax #: t g5i ((31 = 55. Contact Person: ' U i ck r � rr--h (\ • P one: ) %b--q a R) a7 . Street Address: City State/Zip: a15 �' MAP P.r' a t�)�1 q$03a- Fax #' (213� - • 5o8 DesQriptionof work to be done: NW) CA1$'M.krilOn ) 3i rnsitlt.ne.L.,•' Type of work: ” .New Single - Family Residence ❑ Addition - Single - Family Residence Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure' ❑ Remodel/Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered El Residential Reroof Is this site served by: ( i Sewer ❑ Septic (King County Health Dept. approval required - 296 - 4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square F.. ... . 1$111 sq. ft. Dwelling ' ' sq. ft. Covered Deck(s) tO (0 0 sq. It : Garage, arport 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) - 1 *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. OR STAFF USE ONLY AVe. 1 j5 • !+`. • r . Single- Family Residential Permit Application CITY OF Tl( 'MLA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 ' Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. r p. f;` APPLICANT <REQUEVETORtPUBL'ICRWOIIICSIITE /CIVIL• LAWREVIE1N .fOEITHE;F.OLL`Cf�IVINO .li ._.+. Lc. R . , u ' r< ' , t' . ., ' � ' "• Addltla el' renews sltal!'be :determlhe . ;the Pubtic;.Worke'De . artment , r :t, sal "•� ❑ Channelization /Striping ® Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: - Size(s): ❑ Flood Control Zone ❑ Hauling ® Land Altering: 0 Cut ' cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: a Sanitary Side Sewer #: 1 ❑ Sewer Main Extension 0 Private 0 public. , Er Storm Drainage 71 Street Use CI Water Main Extension 0 Private 0 Public Water Meter /Permanent # f Size(s): s Water Meter Temp # Size(s): ' Est. quantity: gal Schedule: ❑ Mlscellaneous Value of Construction - In all cases, a value of construction amount be entered by the applicant. This figure will be 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.applicatio 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 eppI catlo_O,pc pte c, PLEASE SIGN BAC .Or APPLICATION FORM SFPERMIT.DOC 2/13/97 Date llatl�e�re Appll atl 1(lnels) BUILDING O NER OR AUTHORIZ D AGENT: Signature: '� k. T- Date: q I� Print name: X I Gtr, 6 kkev . cm5: , v c1 a 64,I aX )' 8'0 1 52.03 Address: 16 t i4e66,- City/State/Zip: e� q sD3a' SINGLE- FAMILY RESIDE,' TIAL PERMIT APPLICATIONS MUST BE SU :irITTED WITH THE FOLLOWING: • DRAWINGS PREPARED BY A C GISTERED ARCHITECT OR PROFE & •ONAL ENGINEER MAY BE REQUIRED BY THE BUILDING FFICIAL • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED /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: 3 El 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) El ❑ 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 f 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 /AuthorizedAgent If the applicant is other than the' owner, ,registered architect/engineer, orcontractorlicensed by the State' of Washington, a' notarized letter from the property owner authorizing the agent to submit this permitappljca(lon 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. SFPERMIT.DOC 2/13/97 • '** *'*. *k *•k * *le * * * * *k+�*4* *A4* * *k*ok ** * ** TR•ANSMiT { rkkkkak' hl�r.* t, k�r :bk�tol • * * • •k•k*k * kA kk�irllkk T.RFINSMIT Numb ire R980011 1 ` °Amaur►t • 1 3,'C 68. Y5: 07./2J /99 00 «40 : Payment Metl TNo ; ta t:i o n:,.:DR :EAMCRAF :1 b CAS • • Total Fees': 5b8.57 . Total 'ALL ,Pmts : i.4, Zi8.:`r Balance «_ .00 • 4** A* 4.* * * * * *A ** *•kA**)*** *•4* *4** Irk* **4* *k* 4' 4 ** *•k *4 * * *4 * * *4.* *4 *k•4• * pr ig it'•;No. D99-0011 r, Type: DIiVPIrRM . - DEVELOPMENT PERMIT Parcel No 334740 -1245 ite ;Address.: :1203.5 46 ,iAV p.' unt Code Description Amount 000/345•.830 PLAN 'CHECK '7 NONRE5 7889.82 00.0/322.100: BUI:LDING': RES • 1,368.95 '000/345.83,0 .` `. PLAN CHECK - RES•' • 889.8 000/345.830. PLAN. CHECK UTILITY 20.00 ' 000/345.830 • PLAN CHECK WATER 'METER 10.00 000/386.904 STAfL U1JI.LDING SURCHARGE 4.5() 000/3.42,400 LNSP FEE - . UTILITY 15.00` 412/342.400 INSP FEE - .STORM DRAIN • 15.00. 402/342.400.. I:NSP .FEE 7 8ME /S5$• 20.00 401/38$.102 WATER CONNECTION 100.00 . 401/386.520 WATER INSTALLATION (DEP) .175.00 i 401/342..400 ,, WATER INSPECTION FEE 11.00 401/343.405 WATER TURN-ON FEE 25,00 401.388...1.04 WATER . AaSI;S� OWN >. 4 y 16,x',: „:.• 402. 3.00 « 2 04: • E . Ar LSa= , ALL.E:NTOWN 7', Ei$ l x 12,0 • . 000/322.109 (A1ip':.Al fE•I(,[NP: PERMIT.. FEL. _54, 3.. 000/345.830 D' ALTER I.Nt3 PLAN CHECK 37.50 .r. nr- _ ;�.rr.r• . te,4:.M. tax.:•. L. rirM7. .•• 0;. n• n.. lrt: ltt.” t 1 74.L .�.C!.,..v.r: et '..r..M.7'N..R * rt• a.« c, m.,.: .c 1 rJ.4. 1 .#..:.o,, Cr. p..,i : • ;•'• ., • : • • . : • ' : ' . • , • • : : ' - .` . 1', :11 F:*k ''fi.A.:4 :•,..Ajr.A.,.*.i::-.H.A it *4 4,,; .** le 'IV: 'A',..?e,..44',:',"Al* 54c.-4:, ; * ' ,..A. :‘ , . ,*, .. /.t ,.::: : *, ... : : 11 :,:,( 4: ',:,: k :::::: !k !:,:.; 1 '. ' ;' . .4 ..A 'il : t ., ; ‘7: 1,.11: * ' : c c." h' : :•:*::": . :::: :„ , ) 3 ' • %4• . „-* . • ' • 0. • .• 8 0 /2 119 R ,E Ico D9 0011 p DEVPIIM DrvELopMrw PCIU4I • P€rc1 No 0f2 ..',•••••,'•"•• •••:, •-••-• • Lor'ation LOT t3 •-• ; ",,,, • •••Iotat ee • 2 2b3 ;, 2? .:•• • :889•:'8 2 lotal LL Put • , ,809,'. • " •• ••• rwc6 •,• : 1 37 3 s'.4'. :•••••• • ", 4' 4 #4* 7,‘,4 4,4, 4 •**.),•;1•-ic-4,,.*,4,, : •.• 44 .• • , . . .a..count 6c(e er3tOr •••...,• • ciOnt':• 00Q/ 345,..1130 -PLAN CHECK.. NONRES• .42. • — tr* ••••• •••■ ? ^ .• ■ •• • 9663 01/25 9710 TOTAL 6943.84 Pro ct: f21?; 1144 Type of spe ion: 4' 'I G � - '' A dr s 3 s Date calle ial "i structions :. Date wanted: 2 / / Sp a ' /4 1 Requester: 4 phone: .7400 J 14- b12 -Z-- M.► r... ; INSPECTION RECORD 1 1 Detain a copy with permit INSPECTION NO. . CITY OF TUKWILA BUILDING DIVISION 6300: Southcenter Blvd, .#100,: Tukwila, WA 981 " per applicable codes: PERMIT NO. -3670 Corrections required prior to approval. COMMENTS: D # 94 $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: Opt& pInon:j Address: C ^ `T� of VS D � l � d � W S pecial instructions: Date wanted: a.m. p.m. �e Bl r.. �`..r��r� . Phone: i INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OFTUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 El Approved per applicable codes. PERMIT NO. (206)431 -3670 El Corrections required prior to approval. COMMENTS: 1 R cva Inspector: Date: 1 n feJ 1 C J $47.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Pr ject:, Af&AAAc'" 1 ype Irspe ion: V w M 555 S i w A 1103 dress: " -46 cue Sv Date called/ J Uf 01) Special instructions: Date wante a.m. h II p.m. Requesser: Phone: INSPECTION RECORIC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 0 Approved per applicable codes. COMMENTS: J S AAAA Y. kl;1/4 4-t W4-e4 Altiv ix d / p o Inspector: 6J Date: 1 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: (206)431 -3670 Corrections required prior to approval. Project: ection: P T of Inspection: w final Address :. 1 2035 i46 +h. Ave s Date called: 12-9 c Special instructions: Lo, 13 Date wanted: a.m. lti - 1 0 -99 Requester: Alec. Phone: 20C, 39(2-3722 • INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF.TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA _ 98188 (206)431 -3670 Corrections requiir d prior to approval. COMMENTS: 1 Z /ref q 1 t✓ )�J Inspector: Date: 1 , 2 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: Project: ,t.A.e.,: Type of Inspection; Address: �� ' 4� , � . Date called: ..(2t1n Date wanted: t { a.m. p.m. Special instructions: ' Requester: „ n .0 7 r . ..f CULP Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO CITY OF TUKWILA BUILDING DIVISION . '6300 Southcenter Blvd, #100, Tukwila, WA 98188 0 Approved per applic4ble codes. (206)431 -3670 Corrections required prior to approval. COMMENTS: Inspector: G Date: 0416 t fJ $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: • Pro' • ct: ® 1r /-4 Type of Inspection: . 1 - 1ir _ i�J.: A *'s 5 • I�iI Date called: Special instructions:. Date d:: /C + ,, a . Phone: r. INSPECTION NO. ITYOF TUKWILA BUILDING DIVISION 300 Southcenter Blvd, #100, Tukwila, WA 981 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: $47.00 REINSPECTION FEE REQUIRED. Prior to inspect on, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: COMMENTS: (1) M 05 vs E &,, (&' t ba 5 >- lobe,. 71) 70 7 i[ T o ins//d / Adc z7:0 TAP/ /JTr, (4-cL O CcD--E Oa-Aug _7(x 26,,irl 1 c7 . ,72 /0/ ".24/ n T / VJ pe instruc iQ Date wanted: A L'7 T o ins//d / Adc z7:0 6 .e 5 Date called: /0/ ".24/ n T / VJ pe instruc iQ Date wanted: a.m. t o p.m. Requester: / INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 a Approved perr applicable codes? INSPECTION RECORD Retain a copy with permit (206)431 -3670 orrections required prior to approval. oat / :4, 9 9 $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: Rhij ct:. Ar .f C T p f� In ction e� �lag, 4--0071- M s c ti o , , s Date called: /0/ Special i structions: Cot r 5 Date wanted: (07 ,a�� ( p.m. Requester: ,/j ` /� cc- Phone: r INSPECTION; RECORD Retain a copy: w ith permit 'INSPECTION NO:: _ CITY OF TUKWILA BUILDING DIVISION 6300'Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Date: ./C) ./45e/(A $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. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Address: D `N Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Requester: Type of Inspectioi. Date called: / Oh ` Date wanted: 10 PERMIT NO. (206)431 -3620 a.m. p.m. ections required prior to approval. Inspector: // / (� v v Date: 0 $47.00 INSPECTION REQUIRED, Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectlon. Receipt No: Date: '.Project: Dream (tomes Type of Inspecti 5 D :Address: 'Address: ! 2 035 s y041 Ave S Date called • . 10_1_6141 Special instructions: I.O't ' 3 Date w ted: q Cam� TGt S. 'Ord" . r p.m. Re ester: A 1 G e one: 20613%— b722 ':` INSPECTION NO. ,ITV OF TUKWILA BUILDING DIVISION 300 #100, Tukwila, WA 98188 COMMENTS: .. ler y" 5 p cde J c/1i CM • /' 7 /6 r•! 9t1 Approved per applicable codes. Inspector: INSPECTION RECORD T0 Retain a copy with permit CQ PERMIT NO. (206)431 -3670 Corrections required prior to approval. Date: i 3/ ( 57 7 $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: ,COMMENTS: 9/27/99 e i 2" copper connected to 2" , 'existing stub with 110 mpression coupling to 4 meter bank. This tank, in addition, serves lots 1 2, 14, and 15. visi inspection no leaks. OK to cover. 1 Special instructions: Lot 13 . ' I e .'' i -Date anted: 9/27/99 a.m. p e uester: Alec P one: 206/ 396-6722 Project: eamcraft Homes Type of In Oection: 1"/ wa er meter permanent :Address: 12035 46th Ave S Date cal red: / Special instructions: Lot 13 . ' I e .'' i -Date anted: 9/27/99 a.m. p e uester: Alec P one: 206/ 396-6722 INSPECTION RECORD - Retain a copy with permit , INSPECTION NO PERMIT NO CITY OF TUKWILA BUILDING DIVISION / 6300 Southcenter Blvd, #100, Tukwila, WA 9188 (206)431-3670 Approved per applicable code?. Corrections required prior to approval. ; Inspector: ' te: 41 $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: 'ect:: . f } f T pe of I s ecti , A _ ddr ! . (. Daca r Special instructions: (.J . Dat nt d e p i q a.m. Re ( ,El,. Approved per applicable codes. Corrections required prior to approval. C MMENTSr I / INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Date: 7 .../ . /7 $47.00 REINSPECTION EE REQ RED. Prior to inspection, fee must bepaid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector: Receipt No: Date: PERMIT NO. (206)431 -3670 (lied: • IIP 41 •Q (�1�"! C' ` — ''i" ( T of Inspection: ' l,.t_) a. dress: ` 4,p S Da I te7 —1 I Special instructions: D wanted: a.m. MgrL___ INSPECTION RECORD Retain a copy with perm INSPECTION.NO ITY_OF;TUKWILA BUILDING DIVISION 300'SouthcenterBlvd; #100,'Tukwila. WA. 9818 (206)431 -3670 Approved per applicable codes. COMMENTS: i • El Corrections required prior to approval. $47.00 REINSPECTION /'EE REQUIRED. Priof to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: ed. mata.44 Type f In : , 1 i i 2e4.7 4- 1 6 15 .2. 14 itsw •) Date Special instructions: I Date rted: q9 a.m. 6 Requr:4 Ph. &2....... 401 ,;...ev... 0 A pproved per applicable codes. :OH INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Corrections required prior to approval. COMMENTS: Date: f $47.00 RE1NSPECTION tfE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: PERMIT NO. (206)431-3670 ir ,. A rnits Typ o speti P tali. A dress: :::./ A 5 O 5 if , . nve 5 Date called: .Specialinstructions: -0/ /5 , . --- -00 f? 00 Date wanted: .j ., .M . Requester: INSPECTION RECORD Retain a copy with permit -INSPECTION NO. ON OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 'Approved per applicable codes. • COMMENTS: • ' „ $47.00 REINSPECTION REQUIRED. 6ior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: r Corrections required prior to approval. PERMIT NO. (206)431-3670 'Project: V eanicra Homes Type of Inspection: S Ad ress: Iy Lot13 12o3s it Ave S D ate called: called: Special Date wanted: 8 - 14 Q �aS.m�. O 9 �� Requester: Rod fCarneron C Phone: 360 s25 -3qD / pa �j INSPECTION RECORD Retain a copy with permit INSPECTION NO. , CITY OF TUKWILA BUILDING DIVISION . Southcenter. Blvd, #100, Tukwila, WA 98188 COMMENTS: 5/1/11 PVC. 1v /0" P c g i La , /PO r /al /S M'U z L/J i T 0 I d.- 2 r-(C le54' Inspector: Approved per applicable codes. PERMIT NO. (206)431 -670 Corrections equired prior to approval. Date: 21 / h 9 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: : . . INSPECTION RECORD Retain a copy with permit Ii■ISPECTIOk NO CITY OF TUICVVILA BUILDING DIVISION 6300 Southcenter Blvd, #106, Tukwila WA 9818 Speci .1 instructions: :Addre s: COMMENTS: r: . Approved per applicable codes. LI Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: :pro Oct: QM P �� Typ of Inspec on: G • ,Lt/ Y- A. ress: 5. pat called: ;;Special instructions: '; .: !� .-t 1 r� ..1 O bi4-. . .. Date wanted: 7'z7 -vg C Pte • Requester: II '' __ • Phone: • Zoi °la IJSPECTION NO. OF TUKWILA BUILDING DIVISION i .Southcenter Blvd, #100, Tukwila, WA 9818 :COMMENTS: iya7z- Raze, Approved per applicable codes. D $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION RECORD Retain a copy with permit t ' -c PERMIT NO. L (206)431 -3670 Corrections required prior to approval. P T pe • spec on: � `, ( "7" .. 5 . � �, e I Y Date ailed: 1 ; � n , 7 pecial instructions: ' Date wanted: 7 J ai q . m. A r' ' 1 Requester ' I Phone 5 � . 9-- q07 y7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. ;.CITY OF TUKWILA BUILDING DIVISION ' Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: $47.00 REINSPECTION FE 'REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: City of Tukwila John W. Rants, Mayor Fire Department Thomas P Keefe, Fire Chief TUKWILA FIRE. DEPARTMENT FINAL APPROVAL FORMH. Project Name \ tv e Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: ')( Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: 5 z,\ Authorized Signature Date FINALAPP.FRM Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 •• .'t.`.. rr7K C>!i rn Sn %P, .. t t' a�.Z bn, n«• ... Reviewed By: VJOQUA./IVe iyeNta ',�,i•�+: " : }t %avr } vn...'.'"' :;$+ 'Xf'3µ.'�,"'�c6"?1i rafr tC PUBLIC WORKS PROJECT REVIEW COMMENTS Project Name: D reADA orQ, ' f'DN't e 5 Location: Lot 13 File #: Dqq —o Action: DQM,i e - ptecle., vm - teedI g ph:44.S Date: PRIOR HISTORY AND CORRESPONDENCE FRANCHISE UTILITY COORDINATION CODE REQUIREMENTS COMP PLAN CIP OVERLAY PROGRAM MISC. STUDIES MAINTENANCE NEEDS RFA WD 125 VAL -VUE PW STANDARDS PRE -APP PROBLEM AREAS . ev■se. d red-lb IA, of fie. ?') a .Yost) 2 ) /'+QYrr dvQik?� 4130 &e. 1 wow preit,aftd J R,R, htRRm QA4cP tiM heol cw AGPu 4 oL 14 41 , (0 1 4. 3o (qqq, 514,ow loud velie sw ru- skits • 5 G of 7 o ;rlu& nevi span 3� S kow Sa we r , S + v /m d Ater segv ce S D k. ftem • Shot iikiu,t L5 i2 g5 Wit/ N.- alb n v{, ru 1 ant 441's eara,w14, 0444 W kio,^ dLocu. i s .5ko L Lae, rzx«, d 4) 51/Low co rrev J t pre olMl ttu - c oi,,...cs of tit& Co vYwmow cesS 6LC izikruk lots (502,14 4•t..d 13. � . 1 r , ir v JE.11Ft .Eintatinteezdziti ENg1NEERINq & PLANNING SERVICES 16030 52nd Avenue West • Edmonds, WA 98026-4724 (425) 745.1766 • ax I (4 25 7 Project Name ZCAtbme..terq" 1' om. 5 " 1 ' FP.�T1 11 No.: eo i Z�oS} : 4e44 120#bs . 1 3 . c " 1 .. .S80a II 1 4)17 -19 • g-t tirw‘.? r ,Be I�MovB -13v sT 7oc) S� 7--78d SP Lo ... 2.c o_ . .. //o s- /O _.140strortuket 23 295 12 3stf 42 i.. oust ss Roads = . 1 . 0 ) y`10 Ot 11.2.J 5 -. - ..Tool - - 4r hpw.s25. 4 Ace. ess dr.',.ps ... / +� .exc.Q.ss Cor .. . x .2.S . OP . _ Sr T'O .. be_ s+o rAe.e . rP.tµ:' e ' 4 Nr :ry i r e *f. ll_.. lem e d. ;n ort . Y)or +ln. sl " d.e o; Ic6 25 Z& = /So Gy. w kerik .,.5 �. �. Arai. /D '/050 )4 17 0� S - lo ran, vo ..n.e.ad 4o be a.ddre :'.='M e.ry Ate; ..6'/7 /a i ' /6) 1 /0360 .4 —� %4l Add. /07 = &4 -/0 360= 42.5 AL D . S'ro RACA E 2 - : lcFIR F,'!I 4- 7, z(i = 3S0 3...Qf f yosvFf 7Es3 -Pf ...�, tilt . / 4.. -JP 1.o.s.S... (o S rab•e teed I S 7 x 3 -c-j - c - fr 3 tc.,�..,( 5 rte. p r c 'Q.%imet, C,e- tv( I.oTS (Frevtos.s reu,`51o6i) =_ 7,3 3 cf LP l G wJ � «/44 vet record Sheet / of P1 E(ISTIN HOUSE TO RE 115 11 :. • • • • • , • • . , • • " • • , . . -• • , LL LU 0 0 m•JI 0 z 614, 5 ac 7 1.! -•173 ; :;•r Fx4 n� .. .. dt„ rsrr. xY`."�f1lT, • R CONC. SIDEWALK wM 123' IL 90 AT 2' INTERVAL INDICATE EXISTING TOPOGRAPHY AT 2' INTERVAL SANITARY SEWER MAIN 57th AVE S STORM DRAIN N 9 DOWN SPOUT (D.S.) Th PROPOSED TOPOGRAPHY 1 tg6 t STORM DRAIN (S.D.) 84' INDICATE IE AT ALL CONNECTION YARD DRAIN —•\ 0.5% INV.EL186.23 INV.EL 186.23 142' 4'0 SIDE SEWER MIN. 2% 523 Birch Street City of Tukwila 200 LEST FL0011 El.EV•200.e2 WATER MAIN 22' INV.EL197.14 16' 26' 196 - 3/4' METER - 10' MIN -20 MA)( Atrzo tTor 0."ry\}1 ,...Y I.M. /4»Et /u`:f.nOMrs ...woo ow. 62'02% NOTES: 1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS. 2. DOWN SPOUT DRAINS TO CONNECT MINIMUM 5' DOWN STREAM OF FOOTING DRAINS. 3. SHOW ALL EXISTING PIPE SIZES, SIDEWALK DIMENSIONS, ETC. DATE: 11/20/96 24' 1 � DRAIN INV.EL.187.50 RSITE R YARD imam asTACC TO NUISIT WOW! SAMPLE RESIDENTIAL UTILITY SITE PLAN SUBMITTAL Not to boas. Site Plan Standards Acceptability t Parcel Number:999000 -999 -0 Legal Description: Lot 8, Block 426, Adams Home Tracts Scale at 1 20' or greater. The site plan shall be fully dimensioned, neatly and accurately drawn. Show the following on the site plan: Property Unes Residential Site Plan S 144th St Sidewalk Abutting Streets E,dsting Structures Proposed Structures Building Setback Unes Existing and Proposed Topography - Contours at 2' intervals Wetlands, watercourses shorelines, or slopes 20% or greater Existing trees (Includ size and species) Locations of p = ing spaces Setb = ks F 'ntYard ar Yard Side Yard North Scala rce 20' Existing Structur . s Property Unes Patio fib Hydrant I ation Existing Trees Driveway 6" Dia Maple 8" Dia Alder ing Streets Ia- m Note: Many existing older homes do not meet current setback requirements. All new construction which involves added square footage or a change to existing building wall lines (whether going up or out) must meet the present zoning setbacks or an application for a variance must be submitted - , STRUCTURAL NOTES ;ODES AND SPECIFICATIONS 1. Uniform Building Code -1997 Edition ,2. ACI 318 -83 Building Code Requirements for Reinforced Concrete 3. HILTS Fastening Technical Guide 4. Western 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 5. Deck Load - DL =10 PSF /,I N �4 LL = 40 PSF ( • 6. Soils - Assumed 1200 PSF Allowable Soil Bearing • Assumed 30 PCF Equivalent Fluid Pressure for Retaining Wail Design 7. Concrete - 2500 PSI C 28 days • Grade 40 reinforcement - minimum 3" cover for all reinforcement except as noted at retaining walls or other details 6. Mortar - Type S • • TIMBER CONSTRUCTION NOTES • 1. Lumber grades and allowable stresses shall be as follows unless noted otherwise on plan: Glulam beams 24F -V4 Fb=2400 psi 1 3/4" Micro =lams E =1800 ksi Fb=2600 psi 2 11/16" Parailams • E =2100 ksi Fb=3100 psi • 31/2, 61/4 & 7" Parailams 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 walls shall be considered shear walls. Use 7/16" min. APA Rated Sheathing - blocked - with minimum nailing 8d common a 6" oc, UNO. 8d common nails shall be 0.131" 0 x 2 1/4" minimum. 4. Floor and roof diaphtagm nailing shall be Bd common C 6 "oc al all supported panel edges and 8d 12"oc at intermediate supports. SOIL CONSTRUCTION NOTES 1.* All footings and slabs shall bear on Undisturbed soil or fill compacted to 95% RECEIVED Modified Proctor. can' OF TUECwILA 2. Assumed allowable soil bearing pressure =12.00 psf. JAN 2 2 1999 PERMIT CENTER • GENERAL CONSTRUCTION NOTES 1. Contractor shall verify al' dimensions in the field. Any varigons from the 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 arprovai of Engineer. O crjij • „., • : • • . • cvn s 51 0.0_44 13.S6473 4)t6, 1±ic- 012-vt.t. P4brcy, 4 1■ 9 (13b 4 -1 I C• 00 2._4 (iiti&Yi. I , ck- Gt 5 tr ( b I o sic ( ersz- - tL3) 9 ZL S-714,-( Ll P2 SOBS151, 0 3, 7‘ o 23 04) • = I S ci De (1.144.c.x., 4 le 6, 14-P 4- 7)12 crizetAz4uv.-%— •1634 IS 14-Ascoc GLIW t.rsA g-z ( _ C4-1-3)c r»& ' # 1 9 4 (1‘0 0 Goo t tilt\ 2-4c) j 11 3. - j i t 4.„‘. etz.k-m k 4-ow (f.)-1- 3ST-'60S(1,3 +.7o 6_ c, 7 0 R. HORN ASSOCIATES 25954 130TH PLACE SE. KENT, WA 98064-5102 PHONE/FAX (253) 631-5353 /37g 4-o 1 /F- -- p `a , Z >7/612- ' t G 1)(z_ t-I-L - e---izz•c7) C y 39g_(/' . 11- 5750,1s-)e, l = ‘%--7e aI•fJ IDe.SOar•aCaes-N— 42-4 (ITED �i tA. mss' c b� �-iz_ cti tit — ea:oN i c.� CZno vs-) 41c (C7 Z 'DP s4_6) ""asc,C.t-- 4-1cc.' G pik t o -c t 4X4o Lcss 4 x . .1J sts N Y w I l- - ` o V- — .Do off.. ‘PA --cos P Zzro - t z z�� G P L fl a c I .s LS A c. � �- — � . t 0 Z 3 e) 0.� Sr; 8 ,1 ( t t 7 o7- ( cz) 2I*!j Ns / ` )/-- 7 / -a-4- (13 1ativ L° .. .*..y oa A--kt)( IZo• F 1 gC( 3s1/4,,.6- 5bg "t 38 /Far y _ . ' (g-z z -4. 4--(1(d00000y • s ^- 2 z 41 1G c Z -k��,J �-•� c N v 3 o t� L Dt.. W k DLL k fit.. 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SS vcrT &t.O6K-5 P.0454 S F L • Zv�Gt.G vENT01.1'1.5 S.F. • • ACTUAL vENT ,RE^ • -. • as • • • • 21 III I Atli I! 11 Ulffleti 4 4" tekwri6evcF- -/Ftf•ME 14 /PD1p., 10 IJOTE SOFT Losoirr SEE. SHEET NOi&OF 1 Fo flahDIL TiE. SCHEDULE 301.12 61.041c•INC. bedk t416 tA 12' 1=d' I L L� • 1-1OTE : 1.10TE : STARr • LAYOUT ?IS - .O'.Ib.e'(ExceptNS NoTE.D) 9f. R7STS -4a4 HIM (4r6 O IMAM MICE'S) 4 , wZ p ISE.AM5.•4rr16011 EMGEMT WHERE NDTIo FOUNDI► ?ION VE.NTS -Ki r/"(10 REQ 'P) TUR.N JOIS15 4 C.&NT'I- 2.=0' FOR F/F �i L 8 Iry 2�1 *V 4=0 =0' 4 '' 0 ' 4 1143/ r ~- -�=� -- T HF2 FLOOR .1015' ?W. 4J7' a 10' CONC.. z T * ti' - r ■ASU4 ' /(i)'la' / buts To Fol. rid• /.►•sol.T C. O" SUNKEN F .0DR- 1- 2 SCE SHUT MOUaOF 7 /OR HO1.pot IN 3CHCDULE � Q,/ ` I-44 ' L t I ( 4 1 . 11✓ 3 4'/s 41.41-"bs } 1 '-4•J FRPME OVER! UNKEN FI.. Q STAt F.S 15 5 =d 5'-0 ten' -rte• 4 "GOPIG. SLID SLOPE. 3 TO DOORS rap. DM.Imp.bE co PI W-3" I I II LINE Or Far. FOIL 2-CAR 6PR • r a b. - II I I II � 1 I CONT. 14. "l b' FOOTING it r N } 2 14 -0" O N srrt9 8 • 4 0 4 *04f i v iiri f igiu r V9 VALLEY BEAM L/R LEFT (I+ „." O TLJ�e��a 1111 • 11315 f.24:01 PM Sena, Number. 7011040314 2 Pc �'f 1.5" x 9.25" 1.5E SOLID SAWN HEM -FIR #1 (i :C-24.. �AMU$A 1111 Pap 1 d 1 acid Cade: 070 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0 Roof Slope: 0 All dimensions are horizontal. LOADS: ...Analysis for BEAM MEMBER Supporting SNOW Application. Loads(psf): 25 Live at 115% duration, 10 Dead, and: TYPE Point(Ibs. ) ' Tapered(plf) Tapered(plf) SUPPORTS: 1 2x4 plate 2 2x4 plate INPUT BEARING WIDTH LENGTH 3.50" 3.5" 3.50" 3.5" DESIGN CONTROLS: M AXIMUM 1056 3080 Shear(Ib) Moment(ft-lb) Live Defl.(in) Total Defl.(in) CLASS Snow (1.15) Snow (1.15) Snow (1.15) LIVE DEAD LOCATION 437 175 • 10' 67to0 26to0 Oto13'6" 90 to 0 36 to 0 O to 10' DESIGN 850 3080 0.230 0.335 JUSTIFICATION Left Face Right Face CONTROL 1596 4284 0.439 0.658 13' 6" Tributary Load Width: 1' APPLICATION COMMENT Adds to Replaces Adds to REACTIONS(Ibs.) LIVE/ DEAD/ TOTAL 756 / 337 / 1093 584 / 271 / 854 DETAIL P ROJECT INFORMATION OPERATOR INFORMATION: .....,DREAMCRAFT 1814 R HORN ASSOCIATES RALPH J HORN PO BOX 5102 KENT, WA 88064 253 631 5353 253 631 5353 *coot o 1998 by Trus Jost MacMillan, a limited paMashp Bose. Idaho, USA TJ•Bnm*' a a trademark or True Jobt MaeMelan, ;[ OTHER Blocking Blocking CONTROL / LOCATION Passed(53 %) LT. end Span 1 under Snow Roof loading Passed(72 %) ' MID Span 1 under Snow Roof loading Passed(U686) MID Span 1 under Snow Roof loading Passed(U472) MID Span 1 under Snow Roof loading Product Diagram Is Conceptual. - Deflection Criteria: STANDARD(LL:L/360, 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. 0 . **174fierAitiu ?J .Ussn 116.10 Sidal Number 701040314 SViMUSA 1111 114111 7 :81:11 PM Page 1 of 1 Sued Cade: 070 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0 Roof Slope: 0 LOADS: — Analysis for BEAM MEMBER Supporting SNOW Application. Loads(psf): 25 Live at 115% duration, 10 Dead, and: TYPE CLASS LIVE DEAD LOCATION Uniform(plf) Snow (1.15) 150 60 . 0 to 16' 6" Uniform(pf) Floor(1.00) 200 50 0 to 16' 6" SUPPORTS: e All dimensions are horizontal. INPUT WIDTH 1 2x4 Stud Wall 3.50" 2 2x4 Stud Wall 3.50" DESIGN CONTROLS: M AXIMUM Shear(lb) 3840 Moment(ft -lb) 15519 Live Defl.(in) Total Defl.(in) PROJECT INFORMATION OPERATOR INFORMATION: DREAMCRAFT 1814 BEARING LENGTH JUSTIFICATION 3.5" Left Face 3.5" Right Face DESIGN CONTROL 3325 4122 15519 15684 0.482 0.539 0.655 0.808 R HORN ASSOCIATES RALPH J HORN PO BOX 5102 KENT, WA 98064 253 631 5353 B10 OVER DINING ROOM 5.5" )111.5" 1.6E SOLID SAWN DOUGLAS FIR #1 CONTROL Passed(81 %) Passed(99%) Passed(U402) Passed(L1296) 253 631 5353 Copyright 0 1118 by Trus Joist MacMillan. a broiled partnership. Bona. Idaho. USA. 7.1- Beam"' n a trademark ot Trus Joist MacMillan 2 .n 16'8" Product Diagram Is Conceptual. Tributary Load Width: 1' APPLICATION COMMENT Adds to Replaces REACTIONS(lbs.) LIVE/ DEAD/ TOTAL DETAIL OTHER 2888 (S1.15) / 1031 / 3919 Blocking 2887 (S1.15) / 1031 / 3919 Blocking 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 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. la) L:7 u l ✓ %= I JStg Ctz� ` (4 32 ( 3) (Z)(!bs' (s `i h4 07 ..5 ?4.3 11 13*sfor • MAO* Tianml"' 420 Serial Number. 706040314 • bEAlal5A 1111 116/11 11:27:36 AM • page /all .. euN Csdr 070 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension at 12' SUPPORTS: 1 • 2x4 plate 2 2x4 plate DESIGN CONTROLS: MUM Shear(lb) 276 Moment(ft-lb) 573 Lire DM.(in) Total Def.(in) INPUT BEARING WIDTH LENGTH JUSTIFICATION 3.50" 3.5" Left Face 3.50" 3.5" Right Face C . ! .15 MSTR BDRM AT GARAGE CANTILE\( 1.5" 4.25" 1.5E SOLID SAWN HEM -FIR #1 e 16.0" o/c DESIGN CONTROL 215 694 573 2142 0.069 0.207 0.083 0.415 IL 1 '- 6" - 5' S" i 4' REACTIONS(Ibs.) LIVE/ DEAD/ TOTAL 316/57/373 448 /103/551 CONTROL Passed(31 %) Passed(27 %) Passed(2L/999 +) Passed(2L/999 +) DETAIL OTHER Blocking - Blocking PROJECT INFORMATION OPERATOR INFORMATION: ....DREAMCRAFT R HORN ASSOCIATES RALPH J HORN PO BOX 5102 KENT, WA 98064 253 631 5353 253 631 5353 Capyroht • 1660 by Thal Jost Mac11Wn, a IYn*ad partnership, Boma, Idahe. USA. TJ•Pro'" and TJ•BumI" are trademarks of Mrs Jolk MacM1un. Product Diagram Is Conceptual. LOADS: ■Analysis for JOIST MEMBER Supporting FLOOR - RES. Application. Loads(psf): 40 Live at 100% duration, 10 Dead, 0 Pairtition 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:2L/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, 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. - Right overhang exceeds 1/2 of Span 1 Ceromigat TJ.aNm 16.10 Sall Number: 701040314 ieAMUen 1111 1AAG 293:33 PM Psis 1 of 1 sued Celt 070 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension • 14' 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(lbs.) Snow (1.15) 714 286 14' Adds to . Uniform(plf) Floor(1.00) 52 15 0 to 14' Replaces SUPPORTS: INPUT WIDTH 1 2x4 plate 3.50" 2 2x4 plate 3.50" DESIGN CONTROLS: IMUM Shear(lb) 1156 Moment(ft -lb) 2313 Live Defl.(in) Total Defl.(in) - 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 load 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 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. jpROJECT INFORMATION .DREAMCRAFT 1814 F/J 1 SLR JST UNDER UPPER FLR WINDOW C; '4: 2 Pc of 1.5" x 9.25" 1.5E SOLID SAWN HEM -FIR #1 BEARING REACTIONS(Ibs.) LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER 3.5" Left Face 313 (F1.00) / 68 / 381 Blocking 3.5" Right Face 1271 (S1.15) / 508 / 1779 Blocking DESIGN CONTROL 1089 1596 2313 4284 0.095 0.200 0.116 0.215 12' CONTROL Passed(68%) Passed(54%) Passed(L/271) Passed(2L/445) I- , l' 1I IR] 2 ' OPERATOR INFORMATION: . R HORN ASSOCIATES RALPH J HORN PO BOX 5102 KENT, WA 98064 253 631 5353 253 631 5353 Copped 0 1991 by Tan Jolt MacMillan, a tanbd parts rs' I; Bole. Idaho, USA TJ -Pro^' and TJ.Beam"' an tndemrk$ o1 Trus Joist MacMillan. Product Diagram Is Conceptual. 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 y � - Z3 t t L) 2.- 'S 2.(1 S (rrs1 iw, eAw+ Aw «,�......... ».......:.:..:f.::: ........_........»..... ,.... :...watmmai».awe.suwe.e.a a �a:uau�n,.u�,w�wy.e rou.......a- :.o.,......�:.�.. . 40 fitiget/ VI 14114V ���� TYPICAL UPPER FLR JOIST r . tease ee 4.2o a.,uiNumber. 700010314 1.5" x'" .25" 1.5E SOLID SAWN HEM -FIR 01 16.0" o/c WARM 1111 MAIN 3:0047 PM Pap 1 d 1 sued Cede: 070 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension • 14' PROJECT INFORMATION � DREAMCRAFT 1814 nl 12' OPERATOR INFORMATION: � R HORN ASSOCIATES RALPH J HORN PO BOX 5102 KENT, WA 98064 253 631 5353 253 631 5353 SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER 1 2x4 plate 3.50" 3.5" Left Face 322 (F1.00) / 46 / 368 Blocking 2 2x4 plate 3.50" 3.5" Right Face 949 (S1.15) / 314 / 1263 Blocking 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 pESIGN CONTROLS: AXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lo) 750 689 798 Passed(86%) RT. Overhang under Snow Roof ALTERNATE span loading Moment(ft -lb) 1455 1455 2464 Passed(59%) RT. Overhang under Snow Roof ALTERNATE span loading Live Defl.(ln) 0.120 0.200 Passed(U214) RT. Overhang under Snow Roof ALTERNATE span loading Total Detl.(in) 0.145 0.215 Passed(2U356) 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:2U240). - 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 load 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. 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. CopyrlpM 0 159E by This Join MacMlun, a linked partners/lip. Bore. Idaho, USA TJ•Prom and TJ•B.amIW are trademarks of True Job: MacMillan. 1 •to sort000liit taisam* AM.' nem Weber. 701040314 IMEASIUSA 1111 11111 1:411:23 PIA • DESIGN CONTROLS: 1 MAXIMUM Shear(b) 1802 Moment(ft-lb) 2710 . Live Dell.(in) • Total Defl.(in) DESIGN 1451 2710 0.031 0.042 CONTROL 1607 2905 0.139 0.208 CONTROL Passed(90%) Passed(93%) Passed(L/999+) Passed(U999+) PROJECT INFORMATION OPERATOR INFORMATION: PDREAMCRAFT 1814...., R HORN ASSOCIATES RALPH J HORN PO BOX 5102 KENT, WA 98064 253 631 5353 253 631 5353 • 1 4 1 r7 1 Lui 8"—• rAIN FLR JOIST UNDER ENTRY CLOSE() 3.5" k 1.6E SOLID SAWN DOUGLAS FIR #2 Pap 1 at 1 OM Cult WO THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ; 4 1.25.121. .;.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 1 2x4 plate 3.50" • 3.5" Left Face 1426 / 456 / 1882 2 2x4 plate 3.50' 3.5" Right Face 1426 / 456 / 1882 Product Diagram Is Conceptual. • OTHER Blocking Blocking LOCATION RT. 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:L/360, TL:U240). • Bracing(Lu): All compression edges (top and bottom) must be braced at 29' 11" ofc 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 NOS 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. Ceiy%htO 19011 by True Jo* MacMillan, a limited partnership, Boise, Idaho, USA. T.I•brew one T.,‘Eisainv are trademarks of inn Joist MacMillan. C es t 0 8 404 1 S i i ii F/J 20 AIN FLR JOIST SUPPORTING CORNER O LOSET :5 S Ti4000 .q.20' sluePArIMar.201040314 5:5" " 1 .6E SOLID ."' SAWN DOUGLAS )Fl ii #1 MJIMusA ii ti 1nM ' 1:t1e:21 PM Pap 1 d 1 .' euld Cab: 070 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Analysis for BEAM MEMBER Supporting FLOOR - RES. Application. Tributary Load Width: 1' 4' Losds(psf): 40 Live at. 100% duration, 10 Dead, 0 Partition, and TYPE CLASS. LIVE `. DEAD LOCATION APPLICATION COMMENT Point(Ibs,) Floor(1.00) 1428 572 2' Adds to SUPPORTS: .. INPUT BEARING WIDTH LENGTH 1 2x4 plate 3.50" 3.5" 2 2x4 plate 3.50" 3.5" DESIGN CONTROLS: AXIMUM Shear(lb) 1990 Moment(ft-lb) 3520 Live Defl.(in) Total Defl.(in) DESIGN CONTROL 1933 2338 3520 5801 0.116 0.322 0.164 0.483 1 • 10 REACTIONS(Ibs.) JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL Left Face 1424 / 579 / 2003 Right Face 537 / 224 / 762 CONTROL Passed(83%) Passed(61 %) Passed(L/997) Passed(L/707) 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:L/360, TL:L/240). - Bracing(Lu): All 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 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 Copyright 0 1998 by Tivi Jost M. Milan, a WSW partnership. bow, Idaho. USA TJ•Pro"a and TJ.Baam" we trademarks of Trus Jost MacM14n. Product Diagram Is Conceptual. • w � O k_AP P L a .2-o 1 5 L, I S> z-* u 44-1 _ SY3 DC t a, = pe<k- -GL( It, c6(1.3)= 134293 ook= earmmsnamAreAt:4yAW3 step ntor s•S (t.4S t —u S (5a + A 0) 7-06a :. - c;) ) ' 5 " . % /� '� .w/1- .6.1(1(.66 ( (,3) Ili 4 - QS � his ) -? z .,-....z (z 2X c3., 4 03,-z VJ4 Lc.. 4 0 ('i)(1 3, 2) u P PL e. �oov .34 vt, x(4 tN1 1/4•L z 13.4{3-46 -i- `?c(3 (-LA) rt_L -cL 1 '- i (13•z�� l /" 2 - DecNpsyvi c Ct-A'F 19 LW: CA c? /4- — 3o2 124 144 1° 8/22VO .6-76 1, f4 ' 3 f F • ct 44 2622 -. 25954 130TH PLACE S.E. P.O. BOX 5102 et 44 13 (1 2 2 SJ - - ‘4 Z-37‘. X17 2 14 R. HORN ASSOCIATES KENT, WA 98064 -5102 PHONE/FAX (253) 631 -5353 S W. moo. AZ 443 CZ C 3. (V C. s1•t 16 Fr _. .. «_.............. AVr. LOPS') C L$ ZZS y `73 2 Sul 1 ME 1.036 S 11.5 3 !o 4 4.6 14- .o 7.g 2 _ %. t �J t.S Co. o 4 -S 1 •S 13 Sw 'r"P f 0J0 o!L C..ow► :«► Ch1 t> 7Gc» . a l.S���fJ 1.. 9-e. jAHf.-€) k30 fl,w- (r.) •k.D • 5 - k 3 , S r 14- D $ Zln Lk MARK SHEATHING FASTENER SPACING GALL EDGES TOP AND BOTTOM PLATE NAILING/OR ANCHOR BOLTS FRAMING ANCHORS • ALLOWABLE SHEAR NOTES 7116' MIN APA RATED SHEATHING Sd a 6' OC OR 16 GA a 6' OC ,16d a 6' OC OR ur AB a 4' OC A34 a 16' OC 200 PLF 1R' GWB BOTH SIDES 5d COOLER OR GWB a 7' DC 16d a 6' OC • OR 1/2" A.B a 4' OC A34 C 1S' 0 200 PLF 112' GWB ONE SIDE Sd COOLER OR WALLBOARD a 7' OC 16d a tr OC OR 1n' All a 4' OC A34 a 24' OC 100 PLF • 44 7116' MIN APA RATED SHEATHING Sd a 6' OC OR 15 GA Q roc 16d a 6'OC OR 112" A B. a 4' OC A34 a 16' OC 240 PLF ® 71 MIN RATED SHEATHING Sd OR 15 GA a 3 112' OC 2.16d a 6'O.C. OR 112 A.S a 3' O.C. A35 a 12' O.0 353 PLF 1, 2 ionalimaliab 7116' MIN APA RATED SHEATHING Sd a 3' O.C. OR 15 GA a 2 lit O.C. 2. 16d a 6' O.C. 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HORN ASSOCIATES KENT, WA 98064-5102 PHONE/FAX (253) 631 -5353 1' 19'i4.• Pile`1' VP-trf ryr, rrteuilk.' IMSTA•61. Pelt I MTCCr *Wel F6. v1RG4T S JAC . Irk F-00.1 _ its = ' LINL O► ring AC . IMPACT MAME" E L E MLPITS { SV1TtHES te•HU1.PeavE sum!, TJo fh i •Cir L�e3. a [Jr•or 9/6 TIPt o.uti' CV MM Oti I .LS CONt TO UNctEASIDE. OF IEATN :. LAN .1t5 1 rizAlvisc, Ore Pt es * a...o I•, 6 I 1 8 I I 1 NON- Se/►R1•4 I ; I tot.uNN I 1 • I 1 1 SC! MANY: 6 7 o I S!!. tart Slit •1 I 1 - LING OF z •cok GAC■4e 7.O.H.D. MOO Q , LOA& �, . = Lo • :e 3W- N r s let f � .,w "r tP f : 430 o a.. l:.ovi4 iv: C'h,Tr Fr cr © `t. 0 Pv Pr - . . . . i I . • y k. refigaio • t i • ' • • •_r- e l& Av ir . t0#4) *"3"26 t_ *Al" 4 I6a' N C 1 s let Sw - : 00 oft. c_.0 i% C1`TY' 043. 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IL • 2 ?. zz.s.s. ....._ 5- c>, _... :..7...... .9,..._...(0,3 _ 73Z '5 • .. 4 '4 O p;kA A vj 0 41 . t ogi4ct . . ..... ,, : .: . . ....•___. .. . _.• , ; ..: . . :• , . . . . ...... .. _____ .............. .. 6 < . i /:3 41.= - :1St' +/ L • ' o �4,1i q ri � 7\k =- e 4 1 4. pc., sw " C J o r� Caz ___ IN, it Cu " • • 1.605 x`'10° • • • 4e:Cq�= 3( I S" tt• co ST.146% Oa fnAt.i £a v. A ... • • . • .. .. • CLIENT As IA, twi+lfc/u:.��i PROJECT NUMBER 2359 C ME ..JJ� CONSULTING ENGINEERS Dreamcraft Homes 215 E. Meeker Street Kent, Washington 98032 ATTENTION Bill Babb REFERENCE Allentown Development along 46 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. 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 20 May 1999 OBSERVATIONS page 1 of 6 pages 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). 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. D99 -po 4041 WEST LAKE SAMMAMISH PARKWAY SOUTHEAST • BELLEVUE • WASHINGTON • 98008 PHONE 425 6441080 FAX 425 - 643 -3429 dchemphill @msn.com SEISMIC EXPLANATIONS G :..E.W.0.:3 A.ecLnNnvxwsiv 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 loss 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 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 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 PROJECT NUMBER 2359 20 May 1999 page 2 of 6 pages 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. 3 classification is 0.27. According to some publications, that number is low for poor soil conditions and high for good soil conditions. FREINITAIRIZZI PROJECT NUMBER 2359 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. 20 May 1999 page 3 of 6 pages 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 fhsec /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 loads 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'. 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 load 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 loose,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. i • 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 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. CONCLUSIONS 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. 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. EREMPLIELL B ecause the groundwater is fairly deep, th ere could not be enough settlement to force the groundwater to the surface, even if the upper soils were all sand. HEMPHILL concludes that settlement from seismic vibrations with an intensity of VII would be insignificant, and that liquefaction could not occur from any intensity. EXTEMPLIEZENL • John W. Rants, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 431-3665 L 6 +s I a ► n c.; I u ite. , C .L} Tu r--w, /a ancSa: (L� L► rye; Ad d u3-Frner) f LC 001 - re c d reed; wider .' ek..corcSi rci I to n - b& c i 8O ■ O C_ 9 ZSO\ 1 aOG II bt i r,c) O por i rc r ` C c 3 3 +h► -�uc�h 5q , L;,c16314e:,, cLszS I t Al +h cjh $ , ��e1 ►�� e�. Ic x, 5 , C �: N %‘1 6: rneac CIA-LA ciccorbc,,c� Aa p\c . \hefeo F , (e,co rbe Nlo l u mL �a h► ci COLPTY114 LOCASh CITYOFETUKWILA JAN 2 2 1999 • PERMIT CENTER col 1 DEPARTMENTS: Building Division Ti Public Works ICI 41811 —1 Complete EK Comments: Structural DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 6 -8 -99 TUES /THURS ROUTING: Please Route Routed by Staff F/ REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved CORRECTION DETERMINATION: \R•ROUTE.DOC 6/98 Approved with Conditions Fire Prevention Incomplete Ti Not Applicable (if routed by staff, make copy to master file and enter into Sierra) ici Planning Division ❑ Permit Coordinator No further Review Required Ti DUE DATE: 7 -1 -99 Not Approved (attach comments) Ti st n REVIEWERS INITIALS: DATE: DUE DATE: , Approved Ti Approved with Conditions ❑ Not Approved (attach comments) Ti REVIEWERS INITIALS: DATE: DEPARTMENTS: B t° g Division Public Works 1PR•ROUTE,000 6/98 Pe.rvnt4 Cc»d. (.6 pt PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D99 -0011 PROJECT NAME: DREAMCRAFT HOMES LOT 13 Original'Plan Submittal Response to Correction. Letter # DATE: 1 - 21 - 99 Response to Incomplete Letter Revision # After. Permit Is Issued Fir pc/ 2 -z'qq Structural DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete ❑ Incomplete ❑ Not Applicable ❑ Comments: TUES /THURS ROUTING: Please Route No further Review Required Routed by Staff E (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 2 - 23 - 99 Approved ❑ Approved with Conditions — Not Approved (attach comments) vpo REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: cPL PI nning Division 4 3 -a :`t`( Permit oordina or DUE DATE: 1 - 26 - 99 CITY OF TUKWILA Department of Community Development Building Division- Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: W M5 PLAN CHECK/PERMIT NUMBER: D ca -3011 PROJECT NAME; P1 U PROJECT ADDRESS; 46) S CONTACT PERSON: y Nei l ^ PHONE: 959 9.621/ REVISION SUMMARY: ? eu1 . 2cC\ si �- •1 R,1O LwACs SUBMITTED TO:- t /t'd ete)r 1 fitiCA/' • Ckv-fl I SHEET NUMBER(S) "Cloud" or highlight'all areas of revisions and date revisions. -RECEIVED ITV OF TUKWILA %Rtu f'ER eX i 3/19/96 ' Md /QXQ ti11MXf L Wd9b : t0 86, ht lflf Dear Sir: City of Tukwila Fire Department Fire Department Review Control #D99 -0011 Re: Dreamcraft Homes - 12035 46th Avenue South February 1, 1999 Thomas P. Keefe, Fire Chief 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) In lieu of a fire hydrant, an approved residential fire sprinkler system may be installed when vehicular travel distance from the nearest hydrant exceeds 250 John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, The Chief Page number feet. 2. 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) 3. 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) 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. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. (UFC 901.4.4) 5. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 • • : re e ohri W.Rants;Mayot omas P. Ate • Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57$4404 • Fax (206) 575•439 ICING COV\TY (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 Orea,M T PS (Last, First, Mile Initial) Property Tax I.D. Number 33 - t XDL, Property Legal Adds: Subdivision Name laktIA - Carl Subdiv. # Lot # 13 Block # Building Name (if applicable) Property n Street Address I 3 S 4 (p City, State, Zip " ivkiGu. , k*' q Cl g Owner's Mailing Address (If different from above) Loer Owner's Phone Number ( 0.3 ) 'q q (D Qi Property Contact Phone Number ( Party to be Billed (if different from owner) Party's Mailing Address (if different from above) City or Sewer District Tl�tt..,j tka, Date of Connection: Side Sewer Permit # • C LCI " LSO . Please check appropriate box: a Single- family ❑ Duplex (0.8 RCE per unit) ❑ 3 -Plex (0.8 RCE per unit) ❑ 4 -Plex (0.8 RCE per unit) ❑ 5 or more (0.64 RCE per unit) No. of Units ❑ Mobile home space (1.0 RCE per space) No. of Spaces Print Name of Owner /Representative 1057 (Rev 11/96) idential Sewer Use Certif[ ition 1" Obit x 0.64 = x 1.0 = Residential Customer Equivalent (RCE) 1.0 1.6 2.4 3.2 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 determination of a revised capacity charge. Signature of Owner /Representative u .UAL Date 1 f ic�Cit Nlu rhh White - King County Yellow - Local Sewer Agency Pink - Sewer Customer vs432,0000187).:1-,:;t. ih2.'1;424100 0197), Detach And Display Certificate DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST COPT GENERAL ; # EXP HJEHOI *092D*?: 10/01/1999 ,, .: , . HOLDINGS INC 215 E MEEKER KENT WA 98032 . • . • RE GISTERED ••••AS: PROVIDED .I BY LAW AS CONST CONT .:•• GENERAL • . • MOIST # .';':•• • ' EXP DATE MJFHOI*092DA113/01/19,99:;;., ...*FIPEcrrvis • DATE . • • 0/01./x99.3 • • • .M. :HOLDINGS • • ••..-215. •,... ...• • • KENT WA 98032 ; • Please Remove And Sign Identification Card Before Placing In Billfold 7. j i Qty Notes Size T Glass Grids Ar: on Screen U -Value Price Each 1 Extension 1 1050 PW 770 5 CLR TEMP 1X5 - ., S o 1 • 4020 HR 770R $ CLR #24 . c i 2 4050 SH30 570 40 CLR 4X6 , So 2 4016 PW 770 1 i CLR 4X2 .5 1 5050 XO 270 j DS CLR 1 4040 XO 270 1 1 CLR 1 6036 XO 270 D I CLR 1 2050 SH30 570 10 CLR 1 2030 SH18 570 co CLR 2 2020 " SKY 980 LOW- -E TEMP G DA g E FOR BELOW 1 4039 XO 270 14 CLR . SI RECEIVED F TUKWILA OF T�1KW1�A 1 5040 XO 270 ')O CLR 2 4040 XO 270 a - C 1 5068 170 - 3 .5 CLR TEMP QUOTATION . • ONLY Mora Min s COMMigtailii 19720 BOThELL -EitE tETT HWY SE, BOTHELL, WA 98012 -8124 (206) 481 - 7101 8005920 • FAX (206) 4024811 Customer a wi Homes Address: 215 East Meeker (color) Vinyl Notes: Kent WA 98032 Dimensions: RO/NOA ATTENTION: AMY THOMAS VV Ir 4iUCA.0 C Quote Date: 5/13/97 Job Address: - Phone / Far.: 859 -9697 Misc. Notes: Project Start Date: Job Name: INGLEWOOD E Plan Revision Date: Sales Rep. 1047 PO Job Phone & Contact: Contact: Quotation Valid For Sixty Days Maximum Unless Otherwise Noted. Total Sell State Sales Tota PERMIT CENTERR TERMS: NET 30 DAYS City of Tukwila John W Rants, Mayor Department of Public Works James E Morrow P.E., Director TO: Permit Center FROM: Public Works Engineering DATE: 1I July 13, 1999 SUBJECT: Dreamcraft Homes — SFR 12035 — 46 Ave S. Lot 13 Permit No: D99 -0011 Contact Person: Vicky Martin Phone: (253) 859 -9697 NOTIFICATION OF UTILITY PERMIT ACTION THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON JULY 13, 1999: Allentown Water Connection Fee Allentown Sewer Connection Fee 1 -inch Perm Water Meter Land Altering Curb Cut /Access /Sidewalk Storm Drainage Sanit. Side Sewer TOTAL: JJS/ji CF Development File (with copy of application and plans) PW Utilities Inspector (with copy of application and plans) Finance Department (with copy of application) PERMIT FEE $4,166.40 $7,641.90 $325.00 $92.00 $25.00 $25.00 $20.00 $12,295.30 Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the permit file. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433 -0179 • Fax (206) 431 -3665 Project Name/Tenant: Type of work: 2..New Single- Family Residence ❑ Addition - Single - Family Residence n U Interior Remodel- Single - Family Residence . Li Residential Accessory Structure* - CI Remodel/Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Value of Con ttr 50 / _ 0 1 UV Tax P rcell Numl�e : r° F-3�� 40 _ . Phone: ^� , ca63) % - `•,t, Cocci / Site Address: • City State /Zip: Wtho ft , viv oni Property Owner: T-N t_i f c&M t 4- ic,; 4- ` ' Street Address: &15 t iu. k j City State/Zip: e' + t P 0, &3 3a.. F ax #: () - 5 Contractor: ��de if'iC ° Phone: � �� : 11 Street Address: t 1. e ems City State/Zip: , . # kA)A- . a) F #: ..°) i ::: , Architect: n IA Phone: 1 Street Address: City State/Zip: Fax #: Engineer: h i PCSDU E ? A- S : s3 t Phone: Co 31 ° Fax #:.. - • CD P one: j Fax #: 53 3 — ' Street Address: City State/Zip: e Jq 9-1 1 ., -- i) _______9 ( - - SZ ' 4" _ — i a , Contact Person: v v .. i . dctt - ct 6 a Street Address: City State/Zip: Desgpption of work to be done: w Q \-% � 4 CY\ S( 1 , r w -' Type of work: 2..New Single- Family Residence ❑ Addition - Single - Family Residence n U Interior Remodel- Single - Family Residence . Li Residential Accessory Structure* - CI Remodel/Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: L 4 Sewer ❑ Septic (King County Health Dept. approval required - 298 - 4722; Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square F• • - a -: _ 1$ N sq. ft. Dwelling ' • sq. ft. Covered Deck(s) ► t o (0 0 sq. ft Garages arport 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) *For an Accessory dwelling, provide the following: i. Lot area Floor area of principal. dwelling . Floor area of accessory dwelling * Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. " CITY OF TI JWILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. y .. y � airy .. ''i+?� � ir�K � �r�1•. r� dr c f'.e �iv�.xii7 xYliF it iii ii�+i Yw�a�r. i!r 3' �r 11 ,1cAN IIE0OgS On r ,41 9nS�S, ►�rr[. �A'ttt! 1=�eWaws shall be I Ole d� , he r PublicWonwoei oterienf .�.t . A f t° .- -� .� x - �,.. ,t ❑ Channelization /Striping ❑ Flood Control Zone ❑ Hauling Moving an Oversized Load: Start Time: Land Altering: 0 Cut cubic yds. . 0 Fill cubic yds. End Time: 0 ❑ Sewer Main Extension V Private 0. Public• ❑ Water Main Extension 0 Private 0 Public 5 Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ■'' Sanitary Side Sewer #: / Storm Drainage ❑ Street t Ilse Water Meter /Permanent # /. Size(s): ❑- Wafer Meter Temp # Size(s) : Est: quantity: gal Schedule: ri: ❑ Miscellaneous " Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be- 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: applicationishall 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 appii'rlo� eptelft Date a icatio ex•lres: • Appli at' '(initials) ita 1= APPLICATIO ORM vi • CO 2 FF I ".■ • :, FF 1 LOT 6 'iii; OTL17 \ 1 F 13. FRAFF F 1 5 FF 11.4 LOT 1 • LO ° � 2' �,�� 0 i 1 3 j II • T 13 • loll 750 SF y 3 GARAGE DEMO EXISTING Ei1ISTIN GARAGE (1150 SF) HOUSE 1.4 TO REM 720 F 6" 0 PERF. T • 14 65OLF WALE S =0.3% L• ► RELIEF SWA E FF FF 11 fi 11.4 LOT 6 OT IE. 7.4 I `REMAIN CARa��. LOT 20 FL00 S00`00 vo 760. 00 I I I I 1 I I N E 1/1 \� ( MAINTAIN DRAINAGE ENTRY' POINT FROM PROPERTY TO WEST. ' E R I skm At E. 115 11 SEED WITH WATER TOLERABLE H ► DROSEED MIX. JLLiJ r 30' VARIES, 32' MIN., 40' MAXIMU VARIES, 6" MINIMUM ■ T FLOOD RELIEF SWALE DETAIL NOT TO SCALE Lo r BLA ilo. 1 10 -.0 o71 viteAuteakfr Aire L-s 1.63 151 -el ' t 1:kod ee l. 1 e'-' i s L oa TNai.61■0o017 E 3 (1614] ACcESs sp sss i t 4)/4 .4o C.trocm n - 1 1 1 = 2 . 0 been revird by the Public nt for conformance with current City eptance is subject to errors and orris- not authorize violations of ad&) 'fiances. The responsibility fo. a design rests totally with the design-6 deletions or revisions to these drawings 111111111111111110111111111 ...�....�.... 621 )•10011 577/ 'i0 A, ; liw/it 4 e: 1 5 — L . 4 ( 3 .r.• a - 74 . 5 2.` %II S4-'11 4n01 wtq 30 1 25 tsion ElksEmaair Seca 1 OIost.op. 41.1 j th , .. 3 'kids Sttruw 4" (V 1 Otto gi o p, RecEtVED Cr-) ; ;Y• TUKWILA JUN - 3 '099 PERMIT CENTER • • LEI=T SIDE ELEVATION, 4" R/'S TRIM / I2I1 •.ei=NT FA" / " T.V NICHE C4,ou fl 10 el/WC AIJAY l<Rotil BLf (a . 2 %. - 1 - Y1 , . SI ®IN!' pax 6L DR.'S SPEC'S �1 Ix2 P 1 5 OYER Ix I PVPND 1 OPt. Z °2 SIorLIVHT Zx 511..t. ' 14 / STOOL 1 :1 4. SONG pep 61.pR'S. SPEC.'S. tOs RtA 1844 PeR I .DR'S. SPEC.'S. 4 3 READ ELEVATION 1/8" F IOONT ELEVATION - 1 /4 . I'. P ° FIGHT SIPE EL E.VATION 1/6 1 % %0 V PRO\IED 9 V39 cn ,r V s1 // 1t1Si0N /� ® r; . d ill INSTALL 4 / ALT. PISTIL bATH I understand that the Plan Check approvals are subject to errors and omissions and approval of I plans does not authorize the violation of any I adopted code y O f approved ordinance. plans ackn tw1edged. tractor's copy of - BY Date 7 /' Permit NO. 1ROS Suem►TrED WHEN - rRu jSEfj ARE OEovWD 1G SEPARATE PEPJAIT REQUIRED ' lid / MECHANICA L ELECTRICAL UNBIND * S PIPING r RECEIVED CITY OF TUKWILA JAN 2 2 1999 PERMIT CENTER Vn via I I i u JOB No. ' PLAN t O IP l4F_ INC.I.EI.J .' 0 i REF SI''Ai'.E Susie. F40 GE 1 T71/__y I I `'SUSPN" 1 1- , 24" " , 24 ' 124 J 3 &" 1 24` 11" !2 "� 3 0" 24� 1 1I X 1- 10' /Z" P IN I N C' FOO FLUSH cox 12PFl to" STEP ! j1M I U66-. 13. A .2 10'-10 OVE 'NI PM VINYL LINE WITH PL'FaRNATE KIT614EN �CA®INET PL,•1 OI ear YEA,' MI Ligui5 �dER U INS 'TA I, PEI SEL.310,9.1.3 MFG. DIF- EL'T?G J5 KG) H F'L 4%I 2 IDF2 .4 5°4x0 FAMILY fzOOwi 4x((HF2 -- J LINE OF FLOOR A750 E IMPACT BARRIER ELEME.N75 SWITGHE5 ism MIN. A6oVE SLAE 2Z X90 F i / r 502.4 ✓ 5 /8 TYPE'x' �WD COMMON WALLS CONT. TO UNDER -SIDE OF ROOF SHEATHING 45 D.H.D. I I &° 7 °O.H.D. NON- I3EARIN(o GOLD MI N SEE PET•SHT W? / ' O 20-o" 8° "7° o. H. O SEE PET. SHT *I P14. s ?j'LE 0 KIT61-1E• GANNET ELEVATION1 1/4 " - .IS 3'- 10" 5 41, I'2 or2 4° 3 xQ SEE SHEET 5 OF 7 FOR ALTERNATE K1T6HEN CAS INeT ELEVA 1.1 01 E SEE. SHEET NO.F7 FOR SHEAR' ►LL 4 HOLDOWN SCHEDULES 4) DF2 S•G►&SL, DR. �■ MAN ALTER E 6IT PLAN 1/ 4 ° =1' O" kiLL 2 I D" g'- (2)1°5°5H " /(2) 4 M P. can.. RHO TRNJO 4x 4 HORIZ. MULLION 4x+D 2 OvEF. (2)4 l °SH' /CI) 2° RAD. LF- FM, OVER -ELEV.' F' ) 9 1 - 4 " LINE. OF : FLOOR A 4v‘12 RF2 { • 4x - b1 - 1 /5 \ 15' -0" 20 -0" ti L 5 ' -0" " MAIN F1,OOR PL 1/1 "1 -O" MIN/1M 36, Mitt, 1-4 'E 12 1.11r. 5E4 I o03.3.1,m MD 1 pp3,,,1,7• 50' -O" dr) 30' E42612EL. MAN OPTIONAL- TV NIGH E co FIR ePLAGE c I /4 "--I -v" /5\ 'boo 130" r MAST Eft ECEIVED CI OF TUKWILA JAN 2 2 1999 PERMIT CENTER p•�EA MPIN FL.= 984 5. F. UPPER -FL= 830 5. 6aa E = 440 S. F 3- GPI GAl2,46 E = 404 S. F. PLAN NO. 1E614 INI,LEWOOD 116 16421.1.4 Milt effaat Irr t1b% 4 eII • A g a 1i/I► 1100=011111 * 1 1LD 6 a" I "1"(1.41.+.".". 1 & Obt Mil ` ` ` I'bt W4i) MI o.'5 Ames M *O+a&_ywl MIIIMESIETICI MEIN t h 14' i ii e• buzzer do. c$) 1ymr4G 1 I r 0 "b* 4 . 4 Milt effaat Irr t1b% 4 gl''1 ia......J • A g a 1i/I► M_ MEIN = .0_ e'l-, 2 RAIII___ W 97 EsT. Q°qa4 a°s IIICTINIRTIIrrni ' 11MblR+ldhL t.4' (0 1143 391 T • .31 • 13 .44, wars ..ar lemmo■r aora AaatiEr OAK, CAA >,n arrMaiY. TAILS ?t Maw= iwaw amiss %mia w. e> • a.r.r...a. 1. TY. arrl ■n M ■..r !r deASI a oft eireKlas awr M.a a rrr..ar. TAKE 73 ArmaKeds Klemm aaw at"r,a S. Far aiMIMMI diem lrACrrlf3Wi *woo bowl. a. Nos doom of VW 11i.nM.e rm oat O/ oat MM a1. Oda W.. _... TAKE 34 t3r..Ar0o loApirre Amami Ar awr4 Ora nw.a TAKE ra Molt Woo Vesiblin rim floorboorail 1. hr ow *foot rra.n tun dlootofor d• t loon. 1. ".r ar.■a ■,■Fula wen then 3 Lana dWr ir■,nr I Wok. t.IngeD t &. 5Et 3lD.9a:� i d- I®l1.0 12. $ 7 Z RADIUS PICTURE. 1x (DHr . LADLE. 14.11 RESTS NT 'LeW & TO 4' 10" P I5V. PR- IN INLET ASTE teptoom PHONE C 1.10TE 1 4'•O' S EE SHEET wo.st,Or 7 FOR SHEAR WALL SGHEPULE 4x& HFZ 4 °4• .I _ I #a I/4•• I' -O" 9x& lift. 4'x tat 50 UPPEF F L PLAN iT =v" pPRO UL 19 09 I RECEIVED CITY OF TUKWILA JAN 2 2 1999 PERMIT CENTER r 4° 5Yna.S -"-- $ 2 1 AMC W " 3 'V-row — I t-L j /h•1.■uI u na A iA r�}�■ 3 l 41/111 CI 4'bYP , 1 It iic i i ,` SD LtOca, PF-42 N- , ti� s&-. 3r ,. S'-to ' /7.* 2':2, 3' -2'' : j p I n I I; 4_ I, v .,,o5 f 5 E DROOt S .D. _ i t ���. 2° RADIUS P ICf UR-E 'bap HF2 4 9_. x . PHONE I4' -o 1a = 1O Y Z - - 4xCOHF2 4° 4°X0 0'- IQ' /Z$ I 07' NOTE E.E. S SH ET N 1 FOR SHEAR WALL SCHEDULE 4 xto H F2 4 °4'xo 50' - -0" 5' -O' _ 91 - t," 5 1 _ 4 / 4 • I1/2." 6#4,6 izoor FTIObiAL UP- FLDO PA N /4u P _Oil cot o x W. TEit- RE5I5TANT ' we, TO t7O"ABY. LAIN INLET RECEIVED CITY OF Tuiiwiiq JAN 2 2 1949 PERMIT CENTER r m.mumwmil i ■ n ,. � Nd �+1 c:=1 J08 NO. DRAWN M DATE 5 Z.3 -94 SHEET NO. oPTIOP! OF 1 &furs VotANDhl Ibt■ Ve...tAT‘LAI I qs4 6ra @ YI50 x gelltatc.4 "V1 u MN\ 110415 % 0. S.V. EA• VEt..116 @ 0. 56A- SC EA = SiP • illp1M11111111111111.1NE 7 4714.1111111111;11 1.10TE PIERS- 16"x .16 x8 (ExCEPT AS NOTED) POSTS-4)(4 H F2 (4x(. EAP-1 SPLIGES) SE'AMS- 4x PDF% EXCEPT WHERE 10 1 FOUNIPA-TION REX2 I -rug.N Jois-s 4 cANT't... V- FOX F/F sit 10" 1 II 14 tl 30 X,0 ) a - 7 - F ts tzo j-&l 4 4 j - 1 t t -I- -+- -1- 4 _ __J r SC4" 4 /(12.) 14, - 1 - 1-41713125 I-1F2 FLOOR. JOISTS fT,0". 45" 10" &Me,. F16. s6 pF2 1---1 t-- -4 'I 1ru 4 - ' 4 4 - ar - ASU4ke W/(2) Vs" of Bo LTS To PcIST (o" SUNIe EN FLOOR- Sto--47 r !"-- +- -4- 1-- — _1 ("I'Y P 'GAL) -I— P051• SUe)P ' — r - PF2 FRoWIE oven • uNKEN FL STAi 1 501 "9 140 FURNA-GE — 151.4 4 • S e) SLOPE. ? TO POORS Fop. "GE. CONT • ICo E5 roo _LEL 141,00 RECEIVED CITY OF TUKWILA f.11're't Of-1101LN JAN 2 2 1999 APPRO\j PERMIT CENTER FOUN1 L O H V ic ' L) D 19, 9 . 9 P/A‘T N LAN P AP dr , JOB NO. LAN 1811' INGLEWOOD i - =' m1 I: 111 `t1_[1 ! IIP! NOE 4 L LJL • L r �..,[ax12DF 1 4x to OF 1 ''�/BC4C. (o DF i "'/8C4V 14/(12) Ito d Dist.. e ID'S $El.Ola Wwvv r.J SIDES 2. it" Cp►NT►LEVEFL 44" caN - FRPME I4/51441. 2 x vise I(o "o 5-rAkf LAY4uf SEE SHEET NOb.OP 1 FOR FLOOR.. TIE SCHEDULE SOLID 61,O611.ING &EARiN& -TYP 24" GANTILEVEF- t LAZY SIN Sus AN 39" X 21" CITY OF M�+� IMO D APP JUL 191999 OPTIO1%.1A L 2►sco. Sp Is FIT t e 3O 1124 2 ic9 " R.40 LAZ susn►M 0 12,0. AL -NA?E Itit6NEN CANINNET5 I /4 • P -�" RECEIVED CITY OF TUIKWILA JAN L L 1999 PERMIT CENTER F i toliewel e w 0 _ B • . c ua H z ,,, Joe NO. i P NO. iBt I N �� c� lnnn _ r . • .z, 20nmtfM aoG SO LMa�ou SOUS sr D1* Mil t_ 7 ttOlIPMPIRMI � ....... -: Sal:.cmc .. _ .. . —... ..c - •�..,i 1 F ::,.fa.v.k. i�. N.iQ A6Ci RAC" iti STDD Z•ltSMIJIO ___ , , ;;■.S. • :.. , , , .. . ...... _.: ,. u: MATLTi1O SILL PUTS . SZCZOS$ arra ; fig. .TOZ On _ s "dG Vito .. - kr twz. eye ;'. ek rz; 'orAey ca.». ®r r t'`' 4 .43 . "off' 6401" e u N J K • it 01' l z' : n '' ; b,rn intaxsannes fitaECTi STSDCTDJt1I.'DESIOE 10 _ 1T: CMK II s Z12TE S.N. LTiAIOOO W- SEt!T or wit: EXTEN® tx "r TAILS TO WALL, FRoVIDE FURRING FOR R-3O INSUL. I C I F- FE±.MIS PLAN -'E Et,EV 1/4"= }' -0" V6`/vr 600(5 Muss NOTES INS T 4.4, 4 ERAC reR MANuF. SPECS. - NO FIELD rlorAF (CATION WITH bUT DESIGN ENGINEEZS APPROVAL - e•NtciNE1 =RING 10 fSLLOMPANY . PLANS , TI IG VE NTIL, TIDN 0,2 5Q.rr I /3oo = 3. (, 4 5.F REQ'D. 8 VENT 13t,OGV- e.4&54 S. F EA • 1.83 S.F. lap VENT& I.4,5 S. = 2./5 S.F. OR 7 RUDE VEnrrS 50 50. ta . = 2.43. 5.F p+G1UAL VENT AREA =0 4.06 5.F I & "0 H RECEIVED CITY OF TUKWILA JAN 2 2 1999 PERMIT CENTER i z „, U°°O uJ a o' tl 24 i2 I r rEF.5 w/ VAP1 ar gkAft !z tut.' 4 I'A1R3P INSUL4T$'t'' 15'14 TO MAIN/•PN i" AIRSPACE. 5 /8 "e.i d • 501,10 11,0. Ih loxi° DF'I 11'W-_,151.11 is o TL_I T _ LL .x ewr, TRUSS TAILS TO S u I2 PAC — . \.. 2 NM 12: 12. GON1 M O -1.AM bM 5 /9 "TYPE ,x,61.415 Oveg R (C P1iON'.L 3 V8sc 10'/ .&LB9 TO (,tNt)ERSIDE QF RQO F SHEATNiNU L.- 6A RAt; E I/4".-C-0" bMANUFAC,PE D PM ROOF TRUSS TU E5 c 21 ST . . PED 2 -2 x4 Tap PLATE. (48'' MIN. LAP) 61 /(8) 14, P.EA. DBL. To? PLATE LAP '/2" &WE. l R -13 INSUL. NOTES: ►' /2 -Z DIp. CONTINUOUS NedNCIP,all.. RETURN ENDS TO WAL L) I (iN, i °iti E - MAX. R nE " i= i i+I . RU t.i 9", MIN. H EAP f'1 -Z-t -Z-ty 10 6112IN6 -5 WITH 2x er - FIRENL.cc STAIRS ONCE IN MIDDLE OF RUN P,ETL.IEEN 5112.1 14667.5 4 t - LONG RUN BETWEEN STUDS. - uSEiTke>L.E STAGE UNDER STAIRS TO BE I -HOUR- riga CONST. 5/S" TYPE' x' &We TAPEP 4 FINISH ED, T! F#cf'L S 1/2 = I' -O" MN. 4" Gu -- pl to ua sue. 2461, 4 - DErMIL MAY BI IKEA q1 1EL o'IU CPi.Wt. PLY- 10 t'r R,.14 ?No ;tu. make rot:Souls C a'TI1.1UDU4 fa caraliz aA rATED , Tt41 4 WHIN. 2.1/o acp. i , 84 thiL4 P vac. a o. Wk( - ALL pill-40100 4 1tIDS Z- 2x M1utn (r1AU. 44ry. T° A. 4140) = 61* 4LDo PEf 1. sPI'� =' ) 3.2y r1J;11s olt 010.46+ 114 4 MFfrecot- I1 of Ii'LociA.1 V- e A •b., HO. 7 ° IN6[.ot'1t4 •f I11ifoIK r+/ - d►RS (1 LAMA- - P*PC - rt4IEL DETA I L OzirE Ai-5o 4Ati_144- *cti 1-e. VELUX VELuxi '' /4 " "OSep w /104 4 " GONG. SLAB N /'3'r P"0 " t.D ES SLOPE To FIzON'f t2 Li o . .c.IN FIEI p , 1 2" KO. COau2E1 2.x 4 r MUDS1LL. 14111 I /'L° x lf7 "ANCHOR- ''oLT5 C�. ¢'- 0 "o. - WITH I N''I Z" - PRO M eN p oF PLATES uWLESS' NOTED 01MERWISE ,P�UII,DING SEGLON B -11. -2-2x4 TOP PLATE ( 4 & " & P ) 1,1 t/,"GWp, R - INSULATION w /VAPQR BARRIER 88` /6"2x STUDS @ IG"o• I2. 1 I Q'1 . I i � I s /vo. S.5. 61 / I#( I 12 "oc. iPl FIELif S 2x10 NF2 fi'Ito ACIeF1LL 14Oo ?11 Itv'� r To REST ON UNDISTLIRBE.D MIN. SOILL, 15EARIN6 VILUE 1200 bU I L P Nt, SE6TI0 N 1 = 1 -O" CritIPosrrlou R FINK OVER 154. FELT OVER /ito "0 SO, SH ATHINI s w /adc 4r..4.ED6rES 12'..4 IN FIELD N d Dow., spot r Da" L 1 Na< T),6►tT to -CD To APPRove..0 STO2w\ DQ.A14Ik s' l Mie UE G 5E4- 1864 A O 1St710•9.- INSUL- BAFFLE VENT E5LOG .lN& S!PINU PER. E SPECS. OVER M!N • 7 gUlirL WJ( PAP>✓R 1 / 1 (•"O.S.B. SHEATH IN& W /8 C`'c o.c. EI CS 1 "0.c. FIELD - TYP UP4LE .SS NOTED OTHERWISE 5101N6 PER E3•DR'S • SPECS 0`!ER MIN.7 *E:l.06. P #P SHEATHIIJG 12'0.4. FIELD- TYR UNLESS NOT ED OTHERWISE 2-0.4 BP•RS caNTcFTC, 4I - #1 aAL CONT. ? - rop ®F WALL *4 VERTICALS@ Ito% 4. Sou_ L PS F C\ IN OF I l'; \,t L 1 S 4939 RECEIVED CITY OF TUKWILA JAN 2 2 1999 PERMIT CENTER i I JOB NO. PCAN NO. «14 _1 I IN6LEwPOQI i 8 II l 1 3 II I 15.11 I 111 ll I I 1 4 iiiit i 1 . 1 1 4 1 il 1 1 I , 3 g i E111 i 7 111 li 11 2 Alll iiillOsi II ! PI 1 IV 1 1101P .. g-, Ar 4-1 i tii<1. 1 . cog - 1911 Witt ;Mill On 1 1iliF-II 1 c , 'I a]] illlj IithrM1Jilli 0,.1.., ,., i.i 4 vi vi ..: c4P-; (.4 (•; 4 1.1111110■11.1,0111■1111•11=INIII•11•111111•MM F! 0 I it ii 1 !I:1 I 11 2 Ai 1 -IR li §1 lal 1j li x 1 i l I iiii:jil I 11 I ii I Iiii III 11 li i .1111111i 4 111 i il 1 i 1 ;1 11 J1 ; '. .!!;!: 1-l t $.. It lai 1 ;1 k! ill 11 11 . t .1grig t II is . 11 ill I 1 1 ;/ III is l e VIE Il iIII liiII i: 1 i III .., 1/1 1 11 1 1 1 1141 1 1 1 1111 11 14 1 11 1 If' 1 11 III lilliill 0 if 11 I!! 1111111111 111$. i ttlii:4111 glifil 1 il .i 14.111111 II j P 1 Il . 1 ii $ 1 ,ig ri 5 EA ax I; dial' 1 t 10' gi ■•••■••••••■••■11 f (lam �� 1N�1� 1111 IZR 10,t at= If AR 15"o.G.VB�. Cwt. PEW PLAtEME irtf UBG 1907. ?.1 x >c�1 91- V A SN z i 16" ^1111 =1111 pll =ilp, = ►Ill -1111 'L Sots #k REBPR . #4 POMP 18" 0.4. vPzi. (ask R OAR Cdwl. itPkR * q Oi =IIII1II L 2x xlrcPx r wAStER III4IIIlIii1=111I.II I liIE III=hI 1o'AI , I UNPI51uReeO 56* 96AN SOH- 1-Posdat C W#Ir1 V soy _1 =II�L= Iliii Illl= ill ►II = `` " PO PAP vliPIA •VA> P P1,A '1IC Tti � #�'� 3 F n c1 I RECEIVED CITY OF TUKWILA ll_1S JAN 221999 PERMIT CENTER