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Permit D99-0159 - Dreamcraft Homes - New Single Family Residence
Dreamcraft Homes City of Tukwila (. . M. (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES. APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 334740 -1290 Address: 12001 46 AV 5 Suite No: Location: Category: NSFR Type: DEVPERM Zoning: LDR Const Type: Gas /Elec.: Units: 001 Setbacks: North: Water: TUKWILA Wetlands: .0 South: Sewer: Slopes: Permit No: Status: Issued: Expires: D99 -0159 ISSUED 09/10/1999 03/08/2000 Occupancy: DWELLING UBC: 1997 Fire Protection: NA .0 East: .0 West: .0 TUKWILA N Streams: Contractor License No: MJFHOI *092DA OCCUPANT OWNER CONTACT CONTRACTOR DREAMCRAFT HOMES 12005 46 AV S, TUKWILA, WA 98178 DREAMCRAFT HOMES 215 E MEEKER, KENT WA 98032 VICKIE MARTIN 215 E MEEKER, KENT, WA 98032 M J F HOLDINGS INC Phone: 253 - 859 -9697 Phone: 253 - 854 -5208 Phone: 253 259 -9697 215 E MEEKER, KENT WA 98032 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: CONSTRUCTION OF A NEW 1,814 SO FT SINGLE FAMILY RESIDENCE AND A 440 SO FT ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE WATER SUPPLY, SEWE R,STORM DRAINAGE, LAND ALTERING, CURB CUT. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 161,918.60 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: JFM Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: Y No: Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: N Public: N *************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *tit TOTAL DEVELOPMENT PERMIT FEES: $ 2,397.07 ***************************************************** * * ** * * * * * * * * * * * * * * * * * * * * * * * * * *1 Permit Center Authorized Signature:_ Date gJ.a9 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: J h i __,k c__ Date: q-(6-9? Print Name: / /LEe. ,e6y i- 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. Attdr e f: •Suites. i'ert:attt Status', .( _UECr . rV'C1e.: ,DLVFERl+i - 05/06/1999 Parcel 4;_.•3347.40-1290- j •sued:' 05/10/1999 M k' w` k' k k k x k: k. k• k' b k' k****4* *I;• k' f t e k*' k' *14 k• v k• 4• k k k' k* k' k A.4 . 41 . k' k k k i k# v k• k i t k *Ai* k k k 0* 4 k k k i' }! 311.1 t 'Corld 1 t1 O l .: 1,40 chanaes; 'wi.1 1 be: made to the plans un l e_;. , aui' ove.ti by the 'Engineer and the rukwi la Ltlli .1oi,na C1i,v..i,::,1nn: pet•mit inspe;c:tiotr.r,eeo dp.': and` =aui ovecl -plans _hail iiva i .lab.l e.:: at the 1ob i to prior to the '- Gar t of any con - • Ott "uction. iile.se ?document ?ar'e tube ittai.nici••ineo::;t3tld avail gab ie. iirit:i i r inai i:.n:fpect'ion ai prova.I is granted:'„, , E •let.trical,;i er ;Mit 1 : ha1,1; re ubt. irie a =thrOtr+x0?the 1 �ash,.i•tiocon: state Ci1., [ `on o-r .L Dor. and. lndu .rr ies s itl a�:1 °elettr :i:c I • wor F . wi 11' "e it c�ected ,jw `that. agenl4'. tL4'is- G3O) F' 1urb,fng ter m.j `t•:. °.ha l i°° he obtained 'tier ouch the e ttie -i :r ountv*Eteparatment. of F'ubtic "'.He: 1t"h.; •Plumbing, will' be in.a'ectedby that.- `agent ? jiric1udin . :a11 Oa;:, piping (-.16.,±i.4,724. Al n ecitanica 1 ;,wor'F; hra l l be under Seo at'.•it.e' oe"t'1ii1 t i.S.Sued the !v "i -tv o 1'ti wi 1a. A 1 1 Co.nS tfuct lean to , pe., thine :' {i•n conformance with apor ~ov.ed `' uIan� .anti requirement . o•r the'Un•i•rO1=;m t u.i1,tiin9 Code (1991.., Eci l.t,s1 on) as a:mende +.i'. On i tor�m 11Iechan i�ca.1•�-(:ude 1:x 97 L:d i't i,on 1 • a rrd,yashington Stat,e•Ener iqv i °ode (199/ Edition) . V 1 idi'ty •01 Permit: The 1:.' uant�►: o ` Gt•• pe•t m i G or �aoof'ov�� 1 OJT:, pl'arl I.e; it`ir.� iettr': and,'ComputatiOns shall not bye corm:: s.t't oats -to 'be 'a oeriuit to or an aporova 1 of. any Violation ;01 :�irty 01 the •' t ro(r,i inns of the •b.0 i l ti um .code or of any • Other. ordinance of the i ur i s d i t•i on".,. • ido permit Lirt um• n.' to •,;gi`Je author 1tv `to ,v.tolate or darnel the tfroviSion ; ol`.::Li'i.i ;C+Otie :':: ;ha W be~ va I i,ci . ti. Engineered tru::•.ili'awinils and calcplation.s aria1'1 be 4Th s1. Livid a`v.a.itlable to the building inspector' ,.for , inspection L`*UC "ritis•e Document ,sha 1 1 beat the :ea`.l ,and . signature o? Washingtor'1 .'.Mate :P.r"crt e;:•..iona t irti!� ine i 9. Any e:woos;ed: irtcu la;titttt2 back:inq.•rnateri'ei :.iy;c l l stave a ,Flame .Spread Patirii : -of 5 or less, and mace~rial shall bear ident.i- f 1catior. sh* W.inq..the fire jet t'o ranee• rat1ng thereof 1C :Notiry the r.ity •ot iul;wila:`Eu 1dinu;bivi_ion prior'to placing anv t:oncre'te : This Oracedure i' in .;,add i t i on to any 'requirements for soecia.1 . :irtsoection... 11. All wood to remain in placed :'.concr.ete:sha1 l be treated wood. 12. Contractor shall notify Public Works Utility Inspector at 2O6- 433 -0179 of commencement and completion of work at 12001. 46 AV Permit No; 099,4/159 least 24 hours in 'advance . 13. All conditions associated with BLA L96-0077 shall apply to this permit. 14. Land Altering (grading) to be carried out in accordance with the plan dated 2- 13- 4 /,appr'oveti on 4 -23 -93 and revised on. 3- 3O -99. 15. Temporary. erosion control measures shall be inn lenrent•ed as the first order of bu_.iness to prevent sedimentation oi't'- ite or into existing storm dr•'ainage facilities . 16. The site _,1 i i l have permanent erosion control niea..ur'es in place a• :llu as possible •.at' rei' final or•;Arl i no has. Oeen conpleted and prior to the Final Inspection. : The storm draina'Te, :s.vster" downstream of .your discharge Will.. not'ttnri+:tion correctly unless, the entire system is in place. - Individual lot owners will.. be required by. the City to install the portion of the system associated w,irrh their lot.: Appli' ant proceeds; at their .own risk. as the storm:dr;3inane 'system cons:.truCtion sequence is determined by individual._)rat. owners. . The City yin 1 not in s.r.:a l 1 the. storm drai Yta9e 'improvement irienti:tie.i on the plan dated 2 -18 -97 and :;approved. on 4-23-98,', It ai)pl icant desires to complete any or a l l of the storm. ::drainage system the n. i.tv .wi 1 1 issue r-+ ,separate permit for ..;work in the right - of -wavy' or on an adioininu lot it ea.ements. are Secured from the lot owner, v: ilte sidewalks hat l .be inctallet j °ties _crian dated 2- 18-9Y and ,apD•r�oved on 4- 2'3 -9,? HAnv _ciirb -t.ut, acce ;s shall be dune per City of Tukwila's_ ta'n`dards, 19,DriveWay. be :a ;10`: =: mir,irum and, 201 .nrtximunr. Slope shall: .f'e i ,maY1•ni(irrr of '15%.' ;. T'u niricrradii Sh:a;l1 he..:a minimum of five t eet, r 1VLW�;v; shall be`.,uaveii writhin::'30',,.or r•ioht -ut why. P-taulincz over.;..51) cv;; shii1.1 require application tur-:'a, Permit ir;ior-t.o anv as:oc:iated'. activity: New const'r'.ucl. ion d.nd ,f,ub: tint i a 1 i mpr'ovement Ot `.,an'rv."' re; dent.Fa1``str,uc . t;ur es.hal i have.., the :lowest .tlrror'Y incl;udin &, batenlent'., elevated toa.min.inum of one four above the :1evr1 :base r' lrod.,; elevation. . f, 1UO, Year) Alt bui litingr wills be-..cunstr'ci' ted and :certified as :bu i.l't at... or` tone, l'':1 E.5lii t l �:lr1 ' llowlrl on apOros.'e 1 Storm drainage Plan dat;e;ci -1. -97 and approved %,an��4 23' =9u {f',k V Datum 19.91 Er..t�lo:.e�i-,a'reas `bet`ow the`''ft, ar-.st ,f'lcior shat l be designed :to ''alrtonrat iCal lv eaua;1 re,hvdrOttat'iC -*:.f ood ,force fmimimUm • Crt,t4;o openi nos. hawnl.a.,.tntai . e ' .ar.4,of nut le's tiai'.one squar e every square foot: tT enclosed ,real :ub iecr; . to ;t lood'1n' ,shall be provided and :w: i th the bottom ope`hiitus.',no hiOher than one oot,•abiove tirade. r.npen.ina ,'rrrat; be e47tnipec1 with ::cn'eens. 1os ver''s', or other',. ,Coveri.ngs or devices provided that they p,er'm ifit , the automar.:i c entry -a:nd exit of 'floodwaters_ 23, ;l•he E itti=ot T•u ,w;i,1-d'"hau an ur;dergrondin' ord'inance,` re iuir',in'y the i ower' : tetet ormurrications, and cable •ser'vic,e',.' l.ines h* tindervround trom the point; rjt : conriect.i+ n on the LOie.::to the house 24. The appl'icar'rt. rir_ust notify 'the r_:it,v:, ut:i l itv inspector at 06. -4 ?, -G179 gpori C:ommen ement and comp 1 et i on . ofworc at least 24 hour's in adv'nce. All inspection requests for utility work must a r o be .ra?ie ._4. hours: :in; advance. ?, Downspouts. out_ . driveway . pat iu : nd dra naQe from other :impervious areas shall be collected in an on -s.ite storm drain system, Drains shall be 4" min. diameter. PVC. schedule 40 or corregated poly ethalv'ne pipe with a smooth interior wall. NO AD flex pipe. Drain 'i all be laid with a minimum 170 slope for gravity dischar'.e to location approved u'v Public Works Dept, Downspouts sha I l not connect to tooting drains.. footing drain and downspouts may snare a single d1s,char9e pipe downstream of the lowest footing drain, %i 1 ME rC ? :',UPPLENIEC4 i LiLVCf:l Mci*i' EEPi1I`:.: E`'rr u t t ttr ISSUED.' e .A, tt s1 t'es . S 12 001; 4 b A'! ArND 1,.4 t ki Date:: 05:06/1999; Issued .0 t , . 109/10 1990 WAIT: P tkTEP • 11ETEF:`; C WATEP :1"ME l'ER irtat;F!' MMMFtet TyL7f �{d �e . %1F+ i t t i Y a '1' e. 'f<a r'10. Or: 4 :1?t C, tfs �f, ti yy y 0,0,-..,7,:5,e . r'L } 0", j is C eirirret„ti41J♦ S { 71.1 0!t { �..i.t f,...00. Lt, ,tai 1 ''DecyCr :i t: r {''' t ,u , ,.s 0 .� q; 00 • r &t41 if? C+ea(o i t $ : !?G ,,t . 0 ;' $ . 0!.E : F' E an .,v-i ei.1.4 N M1 x.1 !1 .00 :i, 00 , ; ', $ 00 I t) t3 et., t'.i tl t) t' a iril "i CtCr r 17 U $ Ott • ater',,'Ttif nOn F`ee ..''�5:0L1 . 00 i 00 . 'Ilep1*i.3ti ).4 1.z.O syler.) 0t ‘ $ 40 $ .CO the ri' tl 00 $!0 , F 3UEll.,1 ;WORKS' E�it l� NEEr AFrPROI ll WATER.' METER SUPPLEMENT DEVELOPMENT `.PERMIT : Perm t . No: . 1)99-0159 Status: ISSUED Site Address: 12001 46 AV Location': •App1 i.e. date: 05/06/1999 . Issued Cate 69/1009.99. WATER METER A :' f: WATER METER -8 WATER METER, Cc nnei t i on:), ee Instal`1 Oep:a it 1 ;Insta1'1;.0eposit Plan 1301 Inspect i on• Fee Water Turn On Fet, ;;' Special } 0:„sses'sment' •Other Fee ° :: : $100:`.00 ;` -00' $ O4. :,$.-.,1-) :1) 00 s 00 $::10'.00' $ . 00, 5+' 00. 15;00 PO $ : 00 $25'.06 s.00 } :$.00 $:. QO ..., $.09 _ + '4.00 . .00: $:00 325 00" CITY OF Tl&, WILA Permh Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 IR STAFF USE ONLY Single- Family Residential Permit Application Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. Project Name/Tenant: Q L n 0 b L CL (o DDY1 a s Value of Construction: Site Address: City State /Zip: l DLL " 4U41--- dc_. s -1Wlcu,, 1a ci t ilk Tax Parcel Number: 33L-( -t LI r') — I a- a 0 Property Owner:.t>�`� — ` 'rAD sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Phoneme: 3 1 ��7 U+ Street Address: �l�� � as E Vi fit✓ City State /Zip: "e� �- wi-1 �-tiy)3-Z. Fax #: �3 F (5zvg Contractor: �.,, C -4- Phone: aS3 1359 CIA2ci 7 Street Address: D• z RA e- IC-.' -- City State /Zip: :en,+ c18oa -2_ Fax #: D53 t 5 ?fog Architect: ilk' s Phone: Street Address: City State/Zip: Fax #: Engineer: ) � 1ss�L • Phone: 253 C0.61 `S -2.) l 1 Street Address: 5c1.5--t Imo. City State /Zip: Pt- SC- 1- <�n,-1"- elgtl0L Fax #: a63 (.o3) 5353 Contact Person: -\,/ l LA,Le.. i, o-A,- 1 n Phone: Dro 3 i q. l0 7 Street Address: <.5 E 1� e e,ii- , st City State /Zip: n, -4- q 03 D- Fax #: 3 1 52x Description of work to be done: W) CunOVI.C. l un, AY? a Type of work: New Single - Family Residence ❑ Addition - Single- Family Residence Interior Remodel- Single- Family Residence in Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: GT 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 Footage: 1'ly sq. ft. Dwelling sq. ft. Covered Deck(s) 'rAD sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) - 1 t ay *For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling ' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews shall be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone in Hauling ❑ Land Altering: 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous End Time: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date a ication acbi Date 7Pllolqre Appliar!en by: (initials) PLEASE SIGN BACK OF APPLICATION FORM SFPERMIT.DOC 2713/97 ALL SINGLE- FAMILY RESIDENTIA PERMIT APPLICATIONS MUST BE BMITTED WITH THE FOLLOWING: DRAWINGS PREPARED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11 a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ ❑ Foundation plan and details ❑ ❑ Floor plan ❑ ❑ Roof plan ❑ ❑ Building elevations (all views) ❑ ❑ Building height ❑ ❑ Building cross - section ❑ ❑ Structural framing plans and details necessary to completely describe construction ❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. I HEREBY CERTIFY THAT 1 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: \ oii -, �\G- v� , - Date: Print name: l C l , 0. ✓-� .5 eis c1 q (L g.? fx 3 : so'vl S 3U , Address: 7:).,,s `�' I , l�l'�.'� it v • City /State /Zip: =:7r, , W1'\ CtW3.)-. SI PLRMIT.UVC 2/13/97 n * *Ak **A./tA4.Ak*•.'1 1t41Vk4 +1y ltt4�k ►;kllA•,t- *A *•A'*At.*A* *iskAA. ****A4A L3 y or 1Lih'.14itA 114 l' : 7RI:1113NrI *>E;:4A:1'• *A; *.'4 * * *k.k A ,'.A. k.A *Akk• *A.A•AAlr A *A,A:4Akfi:* •4 *A kA ac4A':.4 *.1'Ak•.kkA *A•k:4•FA . :TYf•r''I Ml.1 ;hluntb i ^_ :,P98.9?.101 flmourlt;N_. ..215., op., 12:47 r!ayirretlt ..t!le horii .011 CK.. tlo:tatiori: I ?R:L((tr+CRArf HOMI; 3 Ini ltr 111.H Peri11i t';;. No: ,D9:a r ?.1 ? Type: DE "PI:Rrt • I?L!)L1.OPML• "NT. I'LRHT.r. `334740 -1290, Lj i to ,radrl;° «; 12( >01 4r3 :AV Total 1740e I 14,420..3'7 '215 00. Total ALL.' Pit s; • 14.»70.37:: 13 it ance: .114 >~ h is tV * * *4A 14 ie A A A •A: •k.><• tV * k A A'sV * A' 4..15 * 4 * 4.4 is A 4 * 4:0 .4 il str * t * $ * f, k k * it ,l it * * Actour t 4O1 3i3fi ;?2 O Description WATER 'CONNECTION WAFER :INSTALLATION DCI') Atto11i1ti 40.00 175.00 8527 11/ 04 17.1.7 TOTAL 645.00 TI.i'ts Pa,vnit nt, i ikd,Aka1kk **s *AAla ticcoUn t; t:cl.ti.e ,000/322;.. i 00 000 /345 .•8::1() 000/34M. 030 000/3.36.90.4 000 (42.400• 412/342.400 402/342.400 401/3E) 3. 102 401/3,42.400 .401/343.405 40/.388.104 402.31)t3.104 • • ota f Fees: 14. 05.;37_. ALL_ I'mt 14 . ,'0;'i . 3" Hal ance: .•00 * ** * **A * *S1 *ti.*A.k/c *4. *•* *.1* *** kick * *eti *•il *•k ** *Ak44k *• * *.' REd PLf4W CHECK UTILITY PLAN CHECK ,; . WATER.. t4k.TEk a'1'AfE I3IJT.LDxNq SURCHARGE UT1L'I.TY 1r`t51t 1:L'L•' 5T0Rfi4 DRAIN T,I'•fF3N rEE SME: /53S WATER—CONNECTION WATER INSPECTION FEE W (ER ,TURN—ON FEta NAi't;.R` AStaEdd ALLENTOWN.' ' SEWER ASSESS..-(LLL• "W•'OWN • tainnunt 9 C • 20.00 09/..1.3/99 117 • 10;00 07 4 50 0097 6794 4.50 15•.00 •15.00 20.00 j ++ CITY OF TUKWIL A • • 60.00 T Et_itC'Ct 1"" PW DCft • . 13333.75 PW PPCD 133.69 .CHECK 13467.44 Vo.00 2:x.00 4.1(.4).40 7.041.90 6794 D7/13./710 TOTAL 13467.44 0 von • • •*;4k•k*,A * *khk *t•fr *4k* **4t4'k * ?ti dt.** *4kA•�k *k:4_*.* *,kk4.1k4ksEkk�k A%A ;Ake *,. GS Y OF TUWIL 11 WA TRANSMIT ***** kf: Ir. l*, i:/ eht� *.E:S *A;Ek *ak..t *.. *k *bl *•k'A AkkA* *:k *!*: * * tk `.1 RF►NSMIT . Number. ':8,9800061 .Amount i 871 :6:' 05/0,6/99,1.1:16 Ria 04rit Method'z -f..HLC ( .Natation: DREAi4CRAr.T I1OI44:.S Tnit: TLU. Permit °No: D99 -0'159 Type: DEVPEIU4 DEVELOPMENT .PERMIT Pli,rFel :ado.` n4740-1290 Site Addrea' •.100 46' AV: S. Payment, Total Fes: 2.217.07 071..62 Total- ALL Pn►ta: 871.62 Balance: 1 . 3,J.M V *h *A* * * * * *A4 * * *s1 *A4( .* *>ti * *A * * * * * * ** • *“, * *•k * *o * *i•.A ** * *s1 *k * #st.sS * *. • Account Code Descr° i pt i on Ainoun L ( OO/3A5,_.830 PLAN' CHECK -• RES 871.62 . 3133,05/07 9717 TOTAL 1743.24 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 P o c�j: t'n� ecC: Mtn I � �n,,� "!IOiIF'� Type f� ction: Ad ess: r ` -C Jt r \ Aue S Date�5. t& I Special instructions: Lot n^ �vC Date n r� /' y'� a.m. 2 �IAJ p.m. Requesterke`/ Phone: 3"1 rb- b ga. pproved per applicable codes. 0 Corrections required prior to approval. COMMENTS floz.9021 [ 146l•'`,r• 497 W Date�Af`, Ej $47.00 REINSPECTION fEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No: Date: INSPECTION NO. CI F TUKWILA BUILDING DIVISION 6300 °Sc hcenter Blvd, #100, Tukwila, WA • 98188 INSPECTION RECORD Retain a copy with permit Dq9- 0 159 PERMIT NO. (206)431 -3670 Project:Dre` N } Homes W is Type of Inspection: r p� Address: ) 2 oot 41411 ve S Date called: 2-23 -00 Woo /Wad ei/dAfida Special instructions: + 22 Date wanted: 'it) -00 p.mV . Requester: A )e c‘ Phone: 2p61316 —'37 22 EiApproved per applicable codes. Q Corrections required prior to approval. COMMENTS:.. Woo /Wad ei/dAfida it I t k Pi tr I►' ( 1 ,. i 4y(k) e° C4.._ et a nr tF' Inspector: i7L) Date: 1 1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD ` Retain a copy with permit PERMIT NO. (206)431 -3670 :.Pr ielietwei %ter /[ tYl Type fjlnspectionGC � 6Lt :Arj ss: / /, ,fq� e c Date called: (4 %O0 Spegial instructions Date wanted: .� ©O� Requester: Phone: c:9rJ 0 "' 3?, —(0 ,?; proved per applicable codes. COMMENTS: 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: ! :/ INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Projecn(, �� Type +. vof I�ISp�ction:C� �i`j1�"/�' Address: I t Ak ( Dane caallle�d: 19-X)-(19 a Date wanted: !)I� Q la - at ~ -t v a.m P.m. Spec instructions: Requester: VPir Phone: pproved per applicable codes. COMMENTS: Corrections required prior to approval. El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit a 159 PERMIT NO. (206)431 -3670 Proj t. n�� Typ of Inspec ion: A�d e s ' Lilo S O� Da ca I IS q �te�d1 Special instructions: Date w (5:Di 1 . R equester: 4, Phone: VAApproved per applicable codes. 0 Corrections required prior to approval. CO MENTS: Inspector: Date: ID $47.00 REINSPECTIQ FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter vd., Suite 100; CaII to schedule reinspection. Receipt No: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 : Projectrr% Type Inspection: Address: tIOn LL\� I Date called: 0 -e Sp cial instructions: Date want d: a m"= , Requester: 1 ,i �,,, -;� Phor2eQ� QLQ 1� Ci Approved per applicable codes. Corrections required,priop aappr9val� \vf COMMENTS %J nC/ t O 1.— ,-L. x • akf d -3) 571-;/ 60-7C7 4, LI< h,' 4 5J / s (9/ , ,9tit ;- u,,,../ I-0 /111?., a rill(' n 1; S , d _ • .,vi/ ./,, fit` I, / r e 61,9" ; �Uy< r-,, 99 /(( ` 'I-17'7 A le 174, 4,14 Inspector: Date/ 2.44 $47.0 RO EINSPECTION FEVREQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION RECORD( t Retain a copy with penn}r- INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Project: v Type of inspection: ,l 1J VT* �lCC^4rz.—& Address: w.. . { e� •0' 2,00 i ' c%Cs J vv.. S4 Date called: p 1,/ _l I . i a4' Co. 5 7? aiV w .01.7` __F-41114 ZUP�,Y. S(. Special instructions: A r �� Date wanted: !r I7 / 710 rixA4Adi-- ids otZ (O1Yi5 a.m. . p.m. ste_r� Reque QX�r / R2 SL nWit& M Phone No.: I' Approved per applicable codes. Corrections required prior to approval. COMMENTS: VT* �lCC^4rz.—& 6 �� 50 I . i a4' Co. 5 7? aiV w .01.7` __F-41114 ZUP�,Y. S(. itlotv zig `` s- S m Af iJ 6 / /14)67 46. rh 710 rixA4Adi-- ids otZ (O1Yi5 - t 0 Lit 0/./ ( s tor 07 '), 0 .(31.) 3) R2 SL nWit& $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Project; UA0.6..Nnnrtt I Tyke of Inspection: 5 S C Address: ROO/ Lfc,"iL ck,.e. S. Date called: ii/ /i c OW. e Special instructions: Lt-T S S S T') iv .., Date wanted: Ur7_ j 9 a.m. p.m. Request a4vti<P'1/4, C.. Phone: DApproved per applicable codes. Corrections required prior to approval. COMMENTS: Itjz/ /'i c OW. e Li 1I S S S T') iv .., S S Pt 14 c 4(oth.4..Q. 0 K-- • ! 1 Inspector: Date: 11/117 Ei $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule relnspection. Receipt No: Date: `""3200.1 __tom .. .. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 (206)431 -3670 Project: 14,1 q('L yranI)' _ ing, Walk c A ress: i .( k02... S . Date called: �d ) pecial instructions: # Date wanted: /0/ a.m. yY Requester: Pho V(O"S%lo —Cp /U2. Approved per applicable codes. „pr.fo CO ENTS: Corrections required prior to approval. D $47.00 REINSPECTION REQUIRE . 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 Blyd, #100, Tukwila, WA 981 INSPECTION RECORD Retain a copy with permit 8' Proje I'C'ah�1G v'�c{-�' Typ tof Ins ection:I dui I �{ G A s Date called: C Special instructions: a Z Y Date wanted: i 0- ice — G � �� m.? Requester: A /cc P6r5 0 39 &..bi�a Approved per applicable codes. n Corrections required prior to approval. COMMENTS: APY El $4 .00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: • Date: .11041:419, Vi.r...caramaleregrannamosete �I �.-.. INSPECTION NO. INSPECTION RECORD Olgy-015"? Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431.3670 Pro' c� C�1�J/ Type of Inspecti l eilof Address: / Date called: Special instructions: . 7i � Date want d: !D�% �� a.m. p.m. Requester• 7 Phone: LJApproved per applicable codes. El Corrections required prior to approval. COMMENTS: 14/7/f a w 1 0 fd L "Q.; edmred--.,2,( y re-?/p4 sa cift, !g .0 % T � a J„ GM- (ALA ?a� rat �?3 AS , ,301.4k 5eA,re, Inspector: (V Date: ivN9..,5 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • INSPECTION NO. 'CITY OFTUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Project:A Type of Inspection: Address:. j ? � 41 LIG /A ai-e 5,, Date called: 971 3 / Special instructions: i! 092.. Date wanted: G 9/? a.m. P.m. Requester: & / stn_ Phone: 0 Approved per applicable codes. COMMENTS: Corrections quired prior to approval. Inspector: Date: q /a 4/7 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: INSP.ECTICIN RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ‘))12 PERMIT N° 41. (206)431-3670 PrcZ9iiitmcitir /4,2x5Typ of Inspie;ttioryectIpli 1 Iva/ I Am) I 4.6 Ale,...5, D called: q/ Z°/19 Special instructions: . . / / Date wanted: eii /z/ frI104 0.'in;--- Requester: •, fe 6- Phone: s 949_ 6.70.2_ roved per applicable codes. Corrections required prior to approval. COMMENTS: 1 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO, (206)431 -3670 Projects /2 Type o I s ' on: AIM !� Date I led: /V Special instructions: Date wanted: ,q4 '�i `�7 p.m. Requester: / 1 (e--"' Phone! 596, 6772:2 Approved per applicable codes. a Corrections required prior to approval. COMMENTS: Inspector: Date: / .497 $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: ;•�.�,• _ Date: City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit N John W. Rants, Mayor Thomas P. Keefe, Fire Chief )) 9 0/73 } r Project Name Address l� c: /? Uc:.i% /A. (' S'! Retain current inspection schedule %f Needs shift inspection Suite # Approved without correction notice Approved with correction notice issued .Sprinklers: Fire Alarm:,, Hood & Duct: r, Halon: r! Monitor: 4/ Pre -Fire: // Permits: Authorized Signature NNW .INALAPP.FRM ,1'...//6/„/.1;v0 Date Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) .575-4439 STRUCTURAL NOTES CODES AND SPECIFICATIONS 1. Uniform Building Code - 1997 Edition 2. AC 318-83 Building Code Requirements for Reinfo 3. HILTI Fastening Technical Guide 4. Westem Products Use Book 5. Simpson Strong Tie Connectors Catalog - 1998 DESIGN CRITERIA 1. Wind Load per Uniform Building Code - Method 2, Basic Wind Speed 2. Seismic - per Uniform Building Code Zone 3, I= 1.0 3. Roof Load - DL PSF LL = 25 PSF 4. Floor Load - DL = 10 PSF LL = 40 PSF 5. Deck Load - DL = 10 PSF LL = 40 PSF - Assumed 1230 PSF Allowable Soil Bearing - Assumed 30 PCF Equivalent Fluid Pressure for Retaining Wall Design - 2500 PSI fg, 28 days - Grade 40 reinforcement - minimum 3" cover for all reinforcement except as noted at retaining walls or other details 8. Mortar - Type S TIMBER CONSTRUCTION NOTES, 1. Lumber grades and allowable stresses shall be as follows unless noted otherwise on plan: Glulam beams 24F-V4 Fb=2400 psi 1 3/4" Micro=lams E=1800 ksi Fb=2600 psi 2 11/16" Paratlams E=2100 ksi Fb=3100 psi • 3 112, 5 114 & 7" Parallams E=2000 ksi Fb=2900 psi 2. When top plate Is interrupted by header, header shail have strap connectors to the top plate each end. Use2 - Simpson MSTA24 connectors, UNO. 3. All shear wall sheathing nails and anchors shall be as detailed on the drawings and as noted in the shear wall schedule. All exterior walls shall be considered shear wails. Use 7/16" min. APA Rated Sheathing - blocked - with minimum nailing Bd common C 6" oc, UNO. Bd common nets shall be 0.131" 0 x 2 114" minimum. 4. Floor and roof diaphragm nailing shall be Bd common sg 6"oc at 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 fil: compacted to 95% Modified Proctor. 2. Assumed allowable soil bearing pressure =1200 psf. GENERAL CONSTRUCTION NOTES 1. Contractor shall verify all 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 all structural members during construction shall be provided. Any proposed field changes to have the prior approval of Engineer. 6. Soils 7. Concrete ced Concrete rti.r.: copy I. ,•. •..-. y•--, . cnd omissions CJ r.- , .r•:.:1 of r.ct r..lithorize the violation cl cny cc.,11 or ordinance. Receipt of contractor's op, MRlicgi(SilluRaki acknowledged. Pcrt t. v.ei I Y OF TUKWILA 6 1999 PER Mir ceNreR • • • t 02- 4x� 2 O1 1,6 -133 I X35. �J = 0(.3) (55 ($ I. (4.5v' (oy. t b 0 5,,� -t Q. s L.c 0:?_ � �Z 3. Za �•o 2-3 Gvcll... `7a (c 4 y C12 \4 (J pi 1QZ3 (1) pn. -pS ON L.•.( _ (4 --r3�1 l 026 73154040.5000 (� . �z\ 0■ 11 7 z- = 1 Q.ow ( + 3b- '60S(3) -(-70 ' -L_ 7o(z) -+ 352-' (I0)1)4•ICA 006 _ 0 7 U R. HORN ASSOCIATES KENT, WA 98064-5102 PHONE/FAX (253) 631 -5353 IIMET21 r ica A,r►Z f: LS" i� C� T-Tz_ c>1 J 6 Cab t. c.) �f 4341/F -r 1461 `l" Ye, 39R`t,•i tz 5 75 16")(K Z,_ 1 = 13�e /37 2-zz %b 1. o -`z 4-,4 62o, Ls- 4 c:;) 5‘5. J 1-( 7" olt_ PJ.L.4\-co (141 Zrzz, /a. ��- ^— L1 )( 3 c.- fl c-2-o wt I .s Ls c yc .= _(Zg3 Lge)ko.j (v) (0.s' UOT Ci-T (cz_ 2-,410 * Z y!J VA. LL v•V\ L7/0.- L � - C p-. �-?L, �� 21c, t 01 t.; r II V.:4 :7:titvn u:V ,asp -urs. U1-7,71::._ 40 o r- %'ic.. /31=-G d{� fZ (2...o —C ::a9 YJi0 \N G-� V'•1 a-a-b:C= A.) c-tL__ “AAD H 200 F Jw'. 3- ler-5 (5' 2 ( 3 3'S atzZ 2.__ ca H-4 z‘oc."-- ta 33 1338'/FT 3 CD ■..2"-- _4. (S2 s Bs6,- (10000 C 5�.zr•�Z�- ZV Cow ts; vc. as‹- 4 x(�.- 2.oQ iata-i 16, 1?6,4_:VL. 4��2 • Wks DL.( LZ u C) CIL C� C CVN (14- S72.5= Ma ?) c3 s3 0 — 8.3 3�3 - .cc;s� C Zbc ( 2- 0 �z�� :,wra•.e,a.. „....,...w.ve+vaddA.w :. tn= YWr. Ydx .} ∎nktia1xcwsiwsu..r'.a7awCOTPii ltrvnzxft�ts 'stY+�nauagn +waw.vma� t 0 4 x Co 244-1 1 �r "B 'y o = 5 . S ( °I 3 �d0,e = 13X3,5-= ASS. Z) S eca osy 134 %C3�5Z _ kg.e t 5 C �C loOa C3."1 l' . C 1. c"r\ Iet ;It ;A Pic SS C _ 3 - rrAK • .b .1 (.0k-1 8 t4 ".4- .5Int.. ?o' cam-: 64.r.; A�"LAE, ZXIo '21r Uf(oc. FA(,,.. ,_.) c=c15-._ .._ =,r. :rte z ' �1Zit z. "1 -� �Gc e S,; - 1S 2c. c. EL: — rsS w C 4c _`c r' ( Z-) t6,7(c.5 12 , = 22 .i C Va'zcio o +c 1 RL taz tit:: v^. i:: v' r. YSi: �rN. i. K.: Sx��. ti? rs�n1' itil AYFyii'; k+ ��X.1 v�81 SSi123.F;.':YE;;+.vlv3,YGi;# few v17b;!,% 7iY .i'a?Yit.Vii.!YixY�.tarvmn.e re.. wmir, uw+.. a., ws�nvxi +wn:�vra.rn..ax4rnv. —.uxw tk a PTA 12...s-g/LW, J °ou) CQ e1'L 0 • c2.) P 2 vif .1 (E).0 tV GisP'`‘1511 cAt?ec.sLc-..g._ Ye. --.:- 9 an (4 26-2.) . _ --, si., co K acvig- 64 vk, 4. I .J R '8 (g'1S) i 1.2 t.°o� • IJDCr Lk. P7 G=— \JA L 3ox3ox8 -rye - = 4.47 3Z. i • ---_ L3 �`-1 ,I 1. �- t�-c , tZ u.)14.1 L lC 1\ 4-1 (777-.) GOC SS 3ao P CU r�sz /- /zoo I,,t3 ( V5 s'' (014( Foo7-ac OK 5.17:2,---`.‹. d-1 z Z W .••• ul 0 VI ujZ Lei W 1;— r- g al >4. O SIN *T64 111111111111131111111111111111111111110 •cl- L +l 11011/ =1 I:: T 1 1F. • m `l• 10 \ • ., e. =1 I:: T 1 1F. • t ber. 1516-1;r1P.e. 5°L' I P N T1 L F" JL 4.oF;J: 4, pF I WISC44 4°, Gfr4•11P.EvVe.r; fgra-ME tois el& 1.10TE SOPT LAVUT AL' vi t ••■■•■• 001 OZ to/ 1: -01 (_ V9 VALLEY BEAM L/R LEFT ,; T v5.20 Sen9INumber70MM0314 2 Pcs of 1.5" x 9.25" 1.5E SOLID SAWN HEM -FIR #1 BEAMUSA EAMUSA 1111 113199 9.24 04 PM Page 1 of 1 Bull Code 070 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0 Root Slope: 0 13' 6" All dimensions are horizontal. Product Diagram Is Conceptual. LOADS: .......Analysis for BEAM MEMBER Supporting SNOW Application. Tributary Load Width: 1' Loads(psf): 25 Live at 115% duration, 10 Dead, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(Ibs.) Snow (1.15) 437 175 10' Adds to Tapered(ptf) Snow (1.15) 67 to 0 26 to 0 0 to 13' 6" Replaces Tapered(ptf) Snow (1.15) 90 to 0 36 to 0 0 to 10' Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER 1 2x4 plate 3.50" 3.5" Left Face 756 / 337 / 1093 Blocking 2 2x4 plate 3.50" 3.5" Right Face 584 / 271 / 854 Blocking DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL / LOCATION Shear(lb) 1056 850 1596 Passed(53 %) LT. end Span 1 under Snow Roof loading Moment(ft -Ib) 3080 3080 4284 Passed(72 %) MID Span 1 under Snow Roof loading Live Defl.(in) 0.230 0.439 Passed(U686) MID Span 1 under Snow Roof loading Total Defl.(in) 0.335 0.658 Passed(U472) MID Span 1 under Snow Roof loading - Deflection Criteria: STANDARD(LL:U360, TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 11' 9" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - Design assumes adequate continuous lateral support of the compression edge. - The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. - Analysis assumes continuous member. Lap joints, splices and finger joints significantly reduce member performance and have not been considered. ADDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Solid sawn lumber analysis is in accordance with 1991 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On -line Help. Trus Joist MacMillan does not warrant the analysis nor the performance of solid sawn lumber materials. - Allowable Stress Design methodology was used for Code UBC analyzing the solid sawn lumber material listed above. PROJECT INFORMATION �DREAMCRAFT 1814 OPERATOR INFORMATION: .R HORN ASSOCIATES RALPH J HORN PO BOX 5102 KENT, WA 98064 253 631 5353 253 631 5353 Copyrght 0 1991 by Trus Joat MacMillan, a limited partnership Boat. Idaho, USA TJ•Beam^' a a trademark of Trus Jots*. MacMillan . Tie//an . TJ'eeam^' 4.20 Serial Number 706040314 BEAMUSA 1111 114199 7:51.16 PM Pape 1 0r 1 Build Code. 070 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0 Roof Slope: 0 c wSnYtni; Sl: vi' r.+: xw: arnw++.. wi..w...,.,...u�,.•a..a- .w,nw.n B10 OVER DINING ROOM (r 5.5" x 11.5" 1.6E SOLID SAWN DOUGLAS FIR #1 All dimensions are horizontal. LOADS: — Analysis for BEAM MEMBER Supporting SNOW Application. Loads(psf): 25 Live at 115% duration, 10 Dead, and: TYPE Uniform(plf) Uniform(plf) SUPPORTS: CLASS LIVE DEAD LOCATION Snow(1.15) 150 60 0to16'6" Floor(1.00) 200 50 0 to 16' 6" INPUT BEARING WIDTH LENGTH JUSTIFICATION 1 2x4 Stud Wall 3.50" 3.5" Left Face 2 2x4 Stud Wall 3.50" 3.5" Right Face DESIGN CONTROLS: MAXIMUM 3840 15519 Shear(lb) Moment(ft-Ib) Live Defl.(in) Total Defl.(in) DESIGN CONTROL 3325 4122 15519 15684 0.482 0.539 0.655 0.808 k21 16' 6" Product Diagram Is Conceptual. Tributary Load Width: 1' APPLICATION COMMENT Adds to Replaces REACTIONS(Ibs.) LIVE/ DEAD/ TOTAL DETAIL 2888 (S1.15) / 1031 / 3919 2887 (S1.15) / 1031 / 3919 CONTROL Passed(81 %) Passed(99 %) Passed(U402) Passed(L/296) OTHER Blocking 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:U360, TL:U240). - 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 Toads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Solid sawn lumber analysis is in accordance with 1991 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On -line Help. Trus Joist MacMillan does not warrant the analysis nor the performance of solid sawn lumber materials. • Allowable Stress Design methodology was used for Code UBC analyzing the solid sawn lumber material listed above. PROJECT INFORMATION OPERATOR INFORMATION: �DREAMCRAFT 1814 .R HORN ASSOCIATES RALPH J HORN PO BOX 5102 KENT, WA 98064 253 631 5353 253 631 5353 Copyright o 1996 by This Jost Mulkey.. a Imked partnership. Bone. Idaho. USA. TJ- Seam", IS a trademark of Trus Joist MacMillan Lt—C:\ LA Z4Qc;a C.l,rL - 26 (2)(! cvs) (h ( S 67.45 2L.3 • tamawvf+�vcr�aww c...,., w.,,..,...,. a...,.... u��,.+............ r.. ...- ....r......»............... !J 15 MSTR BDRM AT GARAGE CANTILR T,tea.m". N5.20 SedalNumber.70e040314 1.5" x 9.25" 1.5E SOLID SAWN HEM -FIR #1 @ 16.0" o/c eU»USA 1111 116199 1127.35 AM Page 1 ce 1 Sued Code 070 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension =12' l I2 6"—Z-- 5' 8" i 4, —• n, Product Diagram Is Conceptual. LOADS: .-- Analysis for JOIST MEMBER Supporting FLOOR - RES. Application. Loads(psf): 40 Live at 100% duration, 10 Dead, 0 Partition SUPPORTS: INPUT BEARING REACTIONS(Ibs.) —� WIDTH LENGTH JUSTIFICATION LIVE/ DEAD / TOTAL DETAIL OTHER 1 2x4 plate 3.50" 3.5" Left Face 316 / 57 / 373 Blocking 2 2x4 plate 3.50" 3.5" Right Face 448 / 103 / 551 Blocking DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 276 215 694 Passed(31%) RT. Overhang under Floor ALTERNATE span loading Moment(ft-Ib) 573 573 2142 Passed(27 %) RT. Overhang under Floor ALTERNATE span loading Live Defl.(in) 0.069 0.207 Passed(2U999 +) RT. Overhang under Floor ALTERNATE span loading Total Defl.(in) 0.083 0.415 Passed(2U999 +) 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:2U240). - 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 altemate 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 Toads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Solid sawn lumber analysis is in accordance with 1991 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On -line Help. Trus Joist MacMillan does not warrant the analysis nor the performance of solid sawn lumber materials. - Allowable Stress Design methodology was used for Code UBC analyzing the solid sawn lumber material listed above. - Right overhang exceeds 1/2 of Span 1 PROJECT INFORMATION OPERATOR INFORMATION: �DREAMCRAFT 1814. .R HORN ASSOCIATES RALPH J HORN PO BOX 5102 KENT, WA 98064 253 631 5353 253 631 5353 Copyright 0 199E by This .lost MacMillan, a Inked partnership, Soda, Idaho USA. TJ•Pron, and TJ -Beam" are trademarks of This Joist MacMillan • WwiseriffaeArew TJ -Bam^' 4.20 Sinai Number. 708040314 SEAMUSA 1111 116199 2:53:33 PM Pape 1 of 1 Build Cods. 070 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension =14' FLR JST UNDER UPPER FLR WINDOWi,,- ,IPPLE 2 Pcs of 1.5" x 9.25" 1.5E SOLID SAWN HEM -FIR #1 nl 12' a 2' LOADS: 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 Point(Ibs.) Snow (1.15) Uniform(plf) Floor(1.00) SUPPORTS: 1 2x4 plate 2 2x4 plate LIVE DEAD LOCATION APPLICATION COMMENT 714 286 14' Adds to 52 15 0 to 14' Replaces INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL 3.50" 3.5" Left Face 313 (F1.00) / 68 / 381 3.50" 3.5" Right Face 1271 (S1.15) / 508 / 1779 DESIGN CONTROLS: MAXIMUM Shear(lb) 1156 Moment(ft-Ib) 2313 Live Defl.(in) Total Defl.(in) DESIGN CONTROL 1089 1596 2313 4284 0.095 0.200 0.116 0.215 CONTROL Passed(68 %) Passed(54 %) Passed(U271) Passed(2U445) Product Diagram Is Conceptual. DETAIL OTHER Blocking Blocking LOCATION RT. Overhang under Snow Roof loading RT. end Span 1 under Snow Roof ALTERNATE span loading RT. Overhang under Snow Roof ALTERNATE span loading RT. Overhang under Snow Roof ALTERNATE span loading - Deflection Criteria: STANDARD(LL:L/360, TL:U240). Additional checks follow. Right overhang(LL:0.2", TL:2U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 16' 9" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - The Toad conditions considered in this design include Alternate member loading. - The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. - Analysis assumes continuous member. Lap joints, splices and finger joints significantly reduce member performance and have not been considered. ADDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). The specific product application, input design 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 NOS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On -line Help. Trus Joist MacMillan does not warrant the analysis nor the performance of solid sawn lumber materials. - Allowable Stress Design methodology was used for Code UBC analyzing the solid sawn lumber material listed above. PROJECT INFORMATION �DREAMCRAFT 1814 OPERATOR INFORMATION: �R HORN ASSOCIATES.. RALPH J HORN PO BOX 5102 KENT, WA 98064 253 631 5353 253 631 5353 ' z t-{ --. 5- �t . I OA- 1 U 8 9� Copyright 0 1498 by Trus Joist MacMillan, a Imkad padnerah¢ Bone Idaho, USA TJ•Pro W and TJ.Bsam'" are trademarks or Trus Joist MacMillan. w.. m. �a. na. �+ n. 5u�'_ ist�u- �.cc- n,n.vre.rw.n<edYt;F:: wV: vs>.'! t ;'tiL'd:M1.r:l43:t1dt4`.'c:YUprt Dana+.. usi., m. �. n: Kw, ro;+ eKs., a. a. ane. �unnmrnwu,+-. .e�....+er++:..mw..,...,,..a.• AtAliatve TYPICAL UPPER FLR JOIST (-2." TJ.eaam*' v6.20 Serie' Number. 708040314 1.5" x 9.25" 1.5E SOLID SAWN HEM -FIR #1 @ 16.0" o/c BEAMUSA 1111 1/6199 3:06.47 PM Pape 1 of / Buld Code. 070 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension =14' 12' 0 2' Product Diagram Is Conceptual. LOADS: .— ,Analysis for JOIST MEMBER Supporting FLOOR - RES. Application. Loads(psf): 40 Live at 100% duration, 10 Dead, 0 Partition, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(plf) Snow (1.15) 325 130 14' Adds to SUPPORTS: INPUT BEARING 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 DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 750 689 798 Passed(86 %) RT. Overhang under Snow Roof ALTERNATE span loading Moment(ft -Ib) 1455 1455 2464 Passed(59 %) RT. Overhang under Snow Roof ALTERNATE span loading Live Defi.(in) 0.120 0.200 Passed(U214) RT. Overhang under Snow Roof ALTERNATE span loading Total Defl.(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. PROJECT INFORMATION �DREAMCRAFT 1814._ OPERATOR INFORMATION: .R HORN ASSOCIATES RALPH J HORN PO BOX 5102 KENT, WA 98064 253 631 5353 253 631 5353 Copyright o 199E by Trot Joist MacMillan a Inked partnership. Boise Idaho. USA T.YPro^' and 7.I- Beam^, are trademarks of Trus Jo41 MacMillan. • T.FBssm w 4.20 Serial Number. 706040314 BEAMUSA 1111 VIM 1:46:23 PM Pape 1 of 1 Build Code: 070 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED MAIN FLR JOIST UNDER ENTRY CLOSIL) 3.5" x 7.25" 1.6E SOLID SAWN DOUGLAS FIR #2 n e- -4' 6" Product Diagram Is Conceptual. LOADS: Analysis for BEAM MEMBER Supporting FLOOR - RES. Application. Tributary Load Width: 9' 6" Loads(psf): 40 Live at 100% duration, 10 Dead, 0 Partition, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(Ibs.) Floor(1.00) 1142 457 2' 3" Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER 1 2x4 plate 3.50" 3.5" Left Face 1426 / 456 / 1882 Blocking 2 2x4 plate 3.50" 3.5" Right Face 1426 / 456 / 1882 Blocking DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 1802 1451 1607 Passed(90%) RT. end Span 1 under Floor loading Moment(ft -Ib) 2710 2710 2905 Passed(93%) MID Span 1 under Floor loading Live Defl.(in) 0.031 0.139 Passed(U999 +) MID Span 1 under Floor loading Total Defl.(in) 0.042 0.208 Passed(U999 +) MID Span 1 under Floor loading - Deflection Criteria: STANDARD(LL:U360, TL :U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 29' 11" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. ADDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Solid sawn lumber analysis is in accordance with 1991 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On -line Help. Trus Joist MacMillan does not warrant the analysis nor the performance of solid sawn lumber materials. - Allowable Stress Design methodology was used for Code UBC analyzing the solid sawn lumber material listed above. PROJECT INFORMATION OPERATOR INFORMATION: ..DREAMCRAFT 1814— R HORN ASSOCIATES RALPH J HORN PO BOX 5102 KENT, WA 98064 253 631 5353 253 631 5353 Copyright o 1990 by Trus Jost Modally), s lamed Partnership, Boise, Idaho, USA. TJ•Pro" an TJ•Sesmry sn tndsmsrls of Trot Jos: MacMillan C1-4,44tfiavvitw T, .5samr" M5.20 Serial Number 708040314 BEAMUSA 1111 111199 1:5e:21 PM Page 1011 euid Code: 070 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED F/J Z AIN FLR JOIST SUPPORTING CORNER,„'CLOSET 5.5" x 7.5" 1.6E SOLID SAWN DOUGLAS FIR #1 10' Product Diagram Is Conceptual. LOADS: Analysis for BEAM MEMBER Supporting FLOOR - RES. Application. Tributary Load Width: 1' 4" Loads(psf): 40 Live at 100% duration, 10 Dead, 0 Partition, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(Ibs.) Floor(1.00) 1428 572 2' Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER 1 2x4 plate 3.50" 3.5" Left Face 1424 / 579 / 2003 Blocking 2 24 plate 3.50" 3.5" Right Face 537 / 224 / 762 Blocking DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 1990 1933 2338 Passed(83%) LT. end Span 1 under Floor loading Moment(ft -lb) 3520 3520 5801 Passed(61 %) MID Span 1 under Floor loading Live Defl.(in) 0.116 0.322 Passed(U997) MID Span 1 under Floor loading Total Defl.(in) 0.164 0.483 Passed(L1707) MID Span 1 under Floor loading - Deflection Criteria: STANDARD(LL:U360, 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 Copynght 0 1998 Dy Trim Joat MacMillan. a Ian14d pann.rmrp, Bow. Idaho. 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HORN ASSOCIATES 25954 130TH PLACE S.E. P.O. BOX 5102 KENT, WA 98064-5102 PHONE/FAX (253) 631-5353 h!i NL ✓,701- • :••••G Jnut∎•∎,•• r+.:.4,•1 4 4i1;Ji.311':'•04.214••W+w•••••• uw.rn..wr•44... .•••••M. w.navw•∎••••n.+w......w P,IA '° (9%4 ° -cif At.oL..-(sLs oc 4 is 0v 4-1 may C- T? w.. %BPD 13x36"- • �� iti3V L— - -t 7-0 r.) r • 4)( i o -t �OCS'.1 tJ Cc+ t 34 I 4,_ ro • 6. -s ArN D AA1-S) I c " C.. -r-ra. (tD N i \,/14( 4((-L — P•,D45 C 5 ca 4.4z_ w L) L.( O 1 C 3) 0 b c-u S c-bru. L.. k.= '„Doc› tzs — 5 L L. a S G fl/FT •u o g_ C R. HORN ASSOCIATES Lc) ( C� (4j sA 6A.0 25954 130TH PLACE S.E. -. KENT, WA 98064 -5102 PHONE/FAX (253) 631 -5353 Sy 4., - e'rvl LOS 1- o dD s :•6)(7. sirQ , .._. .D 0o. F'- Fr La—, F 0' p',: . o _ ' ' .. 444 V c)' . d en C() A 0 4 ■ TC1/4.9 \O' 1 C • 1 : _. • :- . . • 2 Z 5 5 2 ZLSS z z 73Z _�` - V.1 '• `7327` -� 4 6, II.S -3 !O.'S 4. c 4..e t4-.c 2_15 . -� 141 21 \ ) L./Of /O$ D► tr:;- , D► JD> J 1 , • - _ - . • i/; _• 4 PQ.o.! w %SM. AS sW Av f' • Low moo. 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U'. c*4a vn ,9) ATILL �+, - 377 ►°�:7 1 13"..4 ir. ngcEIVED CITY OF TUKWILA MAY 6 1999 • CENT vq.otr6 IMMONI _1 N zz 0 r z z 0 ca 0 o E 6' s 0 o a cp o 0 7:1 b i 0 0 fl. 8610117 :alea a ;ona :a}eQ VeIS pa[oid a Li LLI_I_JJ_I1111_LLIILLLLLL "II g rar' �GMAY -6 1999 PERMIT CENTER F) N p .0. 1 4040 5040 > O 6' 0 Q7� ^8 0 .go W 6 4020 4040 Ovs O 1 1650 01' N 0 0 OX FOR ,08 0004 Md XO 270 BELOW 086 270 570 570 270 270 \ te. 7-, 14 v on Y N - c- Q) - G4 (11- u ... CLR TEMP CLR CLR t- 7d LOW -E TEMP CLR fin-, m CLR CLR CLR CLR CLR TEMP CLR MATCH j CLR MATCH 0 • 0 0 Sri �! .4- • 0 0 1iN l. tll J) Ul 'l J, pC� m s 0 o a cp o 0 7:1 b i 0 0 fl. 8610117 :alea a ;ona :a}eQ VeIS pa[oid a Li LLI_I_JJ_I1111_LLIILLLLLL "II g rar' �GMAY -6 1999 PERMIT CENTER , ex N. t,.-4 w►F14S 1 yts1$ ai. 141'•' 11.(2:# M 104 1 W.J. 4 . RECEIVED crtY OF TUKWILA MP? - 6 199 I► L L ROOF St MRE €i 2 r1Tt Excerr i4pleaE PERMIT CENTER Z<< sal cd. l i- Z 3m, Z 4 Za,i E� <E al Q " J ul < w til 1) 1- E ••• 0 LLl Z •11 J Z vs oalz zzow 1 1 i N _ r D i II_ r t- , tom..,__ ,_e I s {. s Z`.Y.._._r. :3_3 Will zI 3d111 —' 11� r II 11 a 11 , 11 1 1 1 11 Y 11 M II 1 1 , • II • 1 I, • Il C- • I t es =r 141 11 h i d 1 J I Z =1 n _l J • f >�. :11:30 =1.41111111d. I = -z • -c� sas nom. Now 07� f SS � • • L� t O 'N ITYOF TUKWILA MAY 61999 A »T CENTER dr Z v0 —, 1 w II ' 1 Z rN 0-4•• dz al ci L3 < Sul aL Ii J t es =r 141 11 h i d 1 J I Z =1 n _l J • f >�. :11:30 =1.41111111d. I = -z • -c� sas nom. Now 07� f SS � • • L� t O 'N ITYOF TUKWILA MAY 61999 A »T CENTER dr Z v0 —, 1 ,...4.,„. IFT" too '- o I- Fe.)br aY, ' " c.,o r^..^. `.... 1', o . lural LL4. F 0 ' p.. A i A,3 1 . 2– 4" tag • 4-i b b. _ . • . . • • • C. . . ILs .. .. .. . 1 1 '4..• p • •-• - - • • V--: t.-5,5' • i„ ,.. - • - .. • ----- •; - 7 H — • 3C. - .53......(23 - 3 2 t \ '¢ • OS" t co r • � 6 4.0 4--t) / t a • . . ei `7 ")../ 4-b P •(p • , 9' .S ;.c. or,` •C,Acc. c-t4 - 1 t g-.d 'q �► +i/3.s. -:1St. % ,.. _ , `7327' 2, g 2_% SOS 1%" k2 o I. - - ( ...ukfl'�'7, C7 6F 436 -- ►.- :- e 4 • sW. moo, 7D Le• S AA, tz.vcrl S F V / p^; ,v 3q Sw 'TAP r :4)t ors e.o w, it Cti.TC"- (5 DECEIVED CITY OF TUt' WIL;A ...MAY 6 199 ERMIT CENTE4 • go0500'.A3'-' g4Cfq s30 • • k 57446%. � , • -�- c AN3AL- -c s is ow I c3 ca *, C. p►ez S i cc- Cro1fl is t-,d -c � -1e2.o.a ,- - L Apr t1, 6 . - ----2E-h &c t) e o r•i -pc) l,tg t�6 r\-.7-1 c._ 6-14 cL) ... � G P -�� - 13u36._ • �� 11% S LW - 4io Ti 2 -t (� 3y tJc.c. tc34 r,00 •TPA D ASS) col, C- kvsy5 (2.- s ca c tZ w 1 ti L EX( Get= C 3 ) t = LA..) 4 L$ 12c uL S ► `0 \./ A L-�... 5 c.c. fl ua a L. •• 7 L. A C. CD w C V V-A GC" Dc' , FZ--s — t,► C.-NV_ L_ a -t l S 3 G fVF i w I II + 3T D t v c 5 -n-t-D ►v �L.J 14-v• 0 0 0 s - �- S kACViZ. (-- A%p = / 5A 6A,` RECEIVED CITY OF TUKW IlA M A 6 1999 pERmacarrER R. HORN ASSOCIATES KENT, WA 98064-5102 PHONE/FAX (253) 631 -5353 ( 4 AJthp W tcs 11/4) ttJ c. •S2-cncv „ . . q . •:: . '.•. ' • ., „ . • e..a V: A t) C":". . , -C".' ..C- Li L.... . c::, OZ,.. .. L.-3i-ri....... L' c=' l■• i`"7-• •. :, .- . .•.. 7—<-74-1:-)S.t7 t-L-S z7:C> • L. e--'- .-r-i-*;-t7- . • 7.---/Nc---.1‘..—.::.: ..:1 ' i .'::. ' . .• .. ''. .1.cc, l4 . g". 1 :„-... . .-- CS, .. t cp,) (.-. 4., RECEIVED CITY OF TUKWILA MAY - 6 1999 PERMIT CENTER R. HORN ASSOCIATES 25954 130TH PLACE S.E. P.O. BOX 5102 KENT, WA 98064-5102 PHONE/FAX (253) 631-5353 ' 41.173 ,O -,0* 1 at 'S 1 TI S l'N •4 .c -.�. 1 ♦-- -1 ▪ 1 L.: J TA 0 - I J r -+ S./ „O ; OZ -K. •I ••?. r ¢m J ei g a .q -1 1 i �V 0 • U r -t • -1 — 1 1..._1 1 • - I 1 .O•, LI ,0-,01 6 12 6 Roo FiNt. REF SPEC.'S. 5;Dir. . PE F- a� srt's . k1 • Is 3` RI &HST SIPE EV,144•T1.7I4 1/6", orr. 2 °2' �SKYI.IVHT Rxvit44 PtR ISL. DR's . SPE.G's. i'1' 1' 5IDIN4 PE 66.0;'s. SPE4'5. 3S -Lo bIREGT %-eE'-ri W /�110► ;LL T V h''CU.F S. 1' r o� REAR ELEV,.TIDN .42k g A2..V Z , p , 0'3 A - o. L' S , s o 1 1 Yms l 0�1 ' r �-�.� c a -e, 'tzo APL 1.(-4 2 L. 44 VT Ne4- 1-14 N o ,z -1-1A �T 5 �. , �-�-t D C —771.c.cs s` s A 4L mss' -� �c 4 ? o a L, 0 `( Qls Q _ 63 -kt.A• :w , ;-W C c) NLuf_4_3 Toa--r t) c� --- 71/4:7-(=) -1-Z-1/4-C- CZ) C_AAIE" ‘./ Arrn t•-3 1A-c7w ‘∎I c a� 1 c- i s � -�� o L f / l S S'T\ L. v� .� fl 1 k'� /-�S - 1. o w � l� G f Z 8 3 rt" /�- w rte L rte- L 't,,� L T1-� r NJ -rr L._ L. L, 0 P7� L. cc r� D 0 c= ` N J L ►0 2 v ..� �j "-� f' ` A 'T1 -'C." S P31'`.`- �y ' ^ 8/22/ R. 25954 130TH PLACE S.E. . iU HORN ASSOCIATES KENT, WA 98064 -5102 PHONE/FAX (253) 631-5353 "X i A ... .o•,LI 4- SW. 7D 1 • . • • ••• .. • • •-• - • • . ; • : • • • • • • • • . : ' t • . • • • . ' • """' • •- 1 • s:44: t Pecti A AV.'. " "re•c-a L S S AA, t tici c t ti c cA.5. IN p r ,iJo DA. 00 . F Fr I v veirr L Le) F F 0 0/Fiv . -- . . • • • - . .• i . .• - - • 2 2z .; s- 4 4 4 41 14> • . .. _ ...,_ ... ..__._.__._ • . : . , - le ) ) • • . " "/ 337 . 5 5. "k' • • , - • • • ROCKERY DESIGN RETAINING WALL DESIGN DAMAGE INVESTIGATIONS . • • SLOPE STABILITY STUDIES GROUNDWATER STUDIES EARTHWORK ENGINEERING FOUNDATION ENGINEERING LANDSLIDE INVESTIGATIONS DRAINAGE STUDIES CONSTRUCTION INSPECTIONS • SOIL TESTING -LAB & FIELD STORMWATER STUDIES SITE EVALUATIONS WATER DETENTION DESIGN SUBSURFACE EXPLORATIONS • • • HEM' J'IE�JJJ CONSULTING ENGINEERS PROJECT NUMBER 2359 CLIENT 20 May 1999 : Dreamcraft Homes 215 E. Meeker Street Kent, Washington 98032 page 1 of 6 pages ATTENTION : Bill Babb REFERENCE : Allentown Development along 46th Avenue S, Tukwila SUBJECT : Seismic investigation INTRODUCTION The purpose of this report is to present the results of a geotechnical investigation of the foundation soils for the new houses to be located at the Allentown Development along 46th Avenue South, Tukwila. The investigation and report were authorized on 10 May 1999 by Bill Babb of Dreamcraft Homes during a phone conversation with Dale C. Hemphill of HEMPHILL CONSULTING ENGINEERS (HEMPHILL). OBSERVATIONS Geologic research presented in the USGS map of Seattle and vicinity revealed that the vicinity of the site is covered with alluvium from the nearby Duwamish River. The alluvium is the result of flood deposits accumulated since the last glacial period 13,000 years ago. The depth of the alluvium deposits at the site is not known. HEMPHILL observed the excavations for foundations for several houses in the development, and several test pits at the site. The exposures revealed that the upper 4 to 6 feet is a dense sandy silt capable of supporting footing Toads 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. pqois9 4041 WEST LAKE SAMMAMISH PARKWAY SOUTHEAST • BELLEVUE • WASHINGTON • 98008 PHONE 425 644 1080 FAX 425 - 643 -3429 dchemphill @msn.com PROJECT NUMBER 2359 20 May 1999 page 2 of 6 pages The first concern when placing buildings over alluvium is whether the soils have the necessary bearing capacity. Other concerns with placing buildings over alluvium are the potential for seismic shaking to cause settlement, or 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 SEISMIC EXPLANATIONS The vibrations caused by an earthquake create lateral and vertical forces. Since a force causes a mass to accelerate, then the seismic forces cause the soils to accelerate vertically and laterally. Those vibrations are created by P waves that accelerate back and forth and S waves that accelerate up and down. The waves accelerate to a excess of 2000 psf. Underlying the silt is a dense fine to medium sand. HEMPHILL observed several older heavy masonry buildings in the vicinity of the site that show little or no evidence of settlement. Many homes in the vicinity probably existed during the 1949 and /or the 1965 earthquakes, and show no evidence of differential settlement. The streets are fairly level and show no evidence of differential settlement. maximum velocity, and then decelerate to zero, then reverse and accelerate to the maximum velocity in the opposite direction. The forces created by the earthquake cause the acceleration and deceleration of the mass of soil. SEISMIC COEFFICIENT for DESIGN PURPOSES The Puget Sound area has been listed by the map of seismic zones as Zone 3, which can have earthquakes with intensities of VII or greater. The average seismic coefficient presented for a Zone 3 classification is 0.27. According to some publications, that number is low for poor soil conditions and high for good soil conditions. iTr , IRSEIMIn PROJECT NUMBER 2359 20 May 1999 page 3 of 6 pages Some experts state that the seismic coefficients have no basis from experience, and therefore are arbitrary. It is not appropriate to assign the same seismic value to an entire region of the country. HEMPHILL estimates a seismic coefficient of 0.20 for this site, which is recommended by some local building departments. The source and accuracy of the recommendation is not known, but the values have been accepted as standards and are considered acceptable for engineering purposes. A higher value might be appropriate where a slide might be life threatening, which SETTLEMENT from SEISMIC CONDITIONS Granular soils that are deposited in nature are generally loosely placed either by water or wind. Granular soils are sometimes loosely deposited by man in uncontrolled fills. Such loosely deposited soils have fairly large void spaces, sometimes called pore spaces. As more soils are deposited the loose soils will be pushed closer together until the soil grains contact each other, but not necessarily in the most compact condition. As the weight of overlying soils is increased, the contact force between soil grains increases, and the grains have more difficulty sliding past each other to become more densely packed. is not the case at this site. The seismic coefficient is a mathematical convenience, which is the acceleration of the soil mass compared to the acceleration of gravity. The true acceleration used to calculate the soil forces is 0.20 x 32 ft/sec/sec = 6.4 ft\sec \sec. The weight of the soil can be converted to mass (slugs) by dividing by 32 (acceleration of gravity), and then the soil mass can be multiplied by 4.8 to determine the force, but it is mathematically convenient to just multiply the soil weight by 0.15. That resistance of the soil grains to sliding into a more dense condition is the frictional resistance of the soils. That frictional resistance is one of the conditions that gives soils their strength to resist shear failures as heavy building Toads are applied. The other condition that gives soils strength is cohesion, which is a sticky condition generally associated with clay and silt, and is nearly non - existent with coarse granular soils. Fine and medium granular soils are held together by dampness between the grains that bonds the grains like a 'weak glue'. ..9 • "; PROJECT NUMBER 2359 20 May 1999 page 4 of 6 pages . That bond between the grains can be. lost by drying the soils, or by saturating them. That condition is well known by children playing in a sand box, where dry sand cannot be formed or molded, damp sand can be molded, and a molded sand form can be destroyed by pouring water over it. That water 'glue' is called capillary tension, which can only exist in granular soils when they are damp, and cannot exist in dry or saturated granular soils. That capillary tension is also what holds together clay soils and makes them sticky. The smaller the soil grains, the greater effect that a water bond has between the grains. Unless an extremely heavy Toad is applied to the deeper granular soils, the intergranular friction, and sometimes the capillary tension if the soils are damp, prevents the soil grains from sliding into a more dense condition, and they LIQUEFACTION Another condition that occurs within Ioose,granular soils during a seismic condition is called liquefaction. Liquefaction occurs two ways; by rising groundwater creating a 'quick' condition, and by trapped porewater reducing the strength of the soils. When granular soils that are below the remain relatively loose. If an earthquake suddenly jars the soils, the friction forces will be temporarily reduced, and the soil grains can be forced into a more compact condition when the weight of the upper soils is reapplied. As the seismic vibrations cause reduction and reapplication of the friction forces, the volume of the existing voids will be reduced, and the soils will settle an amount equal to that reduction in voids. That sometimes causes a large area to settle an equal amount, and differential settlement can be minimal. Differential settlement of a structure can cause structural damage, and differential settlement outside the structure can cause external drainage and sewage lines to reverse flow, or can stress utility lines to the rupture point. groundwater level settle quickly during a seismic vibration, the groundwater that filled the void spaces of the loose granular soils is displaced and forced to rise. If the groundwater rises fast enough in more pervious soils, and can rise to the ground surface, then a 'quick' condition occurs. MEMPERELIL PROJECT NUMBER 2359 20 May 1999 page 5 of 6 pages A quick condition is similar to the cause of quicksand, where the rising water moving past the soil grains reduces the frictional contact between the grains, and therefore causes a reduction of bearing capacity. The rising groundwater also saturates the previously damp granular soils and breaks the capillary tension bond. Therefore the soils have reduced load bearing capacity by losing frictional contact between the grains, and by losing the capillary tension bond. The 'quick' condition is also caused by increased pore water pressures that prevent the soils from maintaining frictional contact. When the sand grains have reduced friction caused by a vibration, and attempt to move into a smaller space, they are resisted by the porewater that hasn't been able to seep out of the pores as fast as the soils are settling. The soils are then supported by the porewater which acts like small hydraulic systems. Of course, water has no strength to resist shearing, therefore the porewater and reduced soil friction combination will fail under the imposed Toads of the upper soils and the structure. That type of shear failure generally occurs under narrow footings that are near the ground surface, causing the structure to tip over. Structures that cover a large area contain a large area of the soils with a higher pressure that resists the quick condition by preventing the water from rising, and by exerting enough pressure to maintain the required friction to hold the soils in place. If shear failures do occur around the outer edges of the structure, the large middle portion of the structure will still retain its integrity. CONCLUSIONS Because the upper soils at this site are not granular and are relatively impervious, water that is displaced by settling soils would not be able to rise to the surface to create the liquefaction conditions at the surface. • Because of the density of the soils at the site, any seismic settling would be relatively minor. There is no evidence that settlement has ever been a problem in the vicinity of the site. EREIVEVEFMLI , . . PROJECT NUMBER 2359 20 May 1999 page 6 of 6 pages Because the groundwater is fairly deep, there could not be enough settlement to force the groundwater to the surface, even if the upper soils were all sand. HEMPHILL concludes that settlement from seismic vibrations with an intensity of VII would be insignificant, and that liquefaction could not occur from any intensity. Dale C. Hemphill Registered Engineer No. 14777 State of Washington [ EXPIRES 17 FEBRUARY 2000 el-SMINENZETI61161 • • • . , DreamCraftHomes 215 East Meeker Kent, WA 98032 (253) 859-9697 RECENED CITY OF TUKWILA 9 NOY 3 199 „Ewa cpsirEst • November 2; 1999 City of Tukwila 6300 SoutItcenter Blvd • Tukwila, WA 98188 Attn: Jan Dear Jan: Per our conversation this morning, please upgrade the water meters from 3A” to I" at the followilig addresses: • Lot 21 12007 46th.Avenue South VD49106911 Lot 22 12001 46th Avenue South D990017. Lot 23 12003 46`" Avenue South D990 173 I will be waiting for your call regarding the total charges for this change also the balance for the undercharge on these meters and two others. Sincerely, ... Vickie Martin Production Assistant June 28, 1999 John W. Rants, Mayor Department of Community Development Steve Lancaster, Director Vickie Martin 215 East Meeker Kent, WA 98032 Dear Ms. Martin: RE: CORRECTION LETTER #1 Development Permit Application Number D99 -0159 Dreamcraft Homes 12005 — 46th Avenue S This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, the Building Division, Fire Department and Planning Division have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, (z&bift_ 4a— Brenda Holt Permit Coordinator encl xc: File No, D99 -0159 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 PUBLIC WhitKS PROJECT REVIEW LJMNIENTS Project Name: Location: File#: Action: Date: Dre.euA.cft* }t.a.u...e,s r q ?-OOt8 loon, O (sell 0n13 0063 Reviewed By: JOQ. u-4Q- la'A -e Qr (QO) 14 3 3- 01-7 1 D 9R - DOiB LOT 24 �MPosiTe sirE PLAN DQ 9 - 0 017 La- 23 Oget 019-7 Laj 22 SpHOriOW E R I N 7sG A-ILG OuMTI M II kN I E1045 TI N:Go pCL4I N F Mg - O 1-73 LOT .2.1 To PO5Ss BLE wri Lay c oN FI.ICT. O° — 0063 LOT20 is Rec 4 ! REb • 1. Reuise aired-10n. of -the I.) arrow (Lo-!- 2.14) 2. 6maims /Mown d►122nape /1.4,44 ti. J Site (Contou,rs) skat, m tke. 4ic3/q 6tpproveci. 6 t & Oran 't lck, prepared pa reed 6 J R R, ehi, l t etfi'mf au d sr tbse q 1 Opp reAgsiow �re,Gt t,v-e d t�►'�- MaxdivU Os i q4q ow m 5 h G.� o f slov Ct VW ck W; t'k ae,�. s ' _ wt- 2 Lots r r� *ate OP' - ' 22 �.d 021 e - 3. Pte r2 c lcQ2 , swe 4.140.t tea. f-t9 o +p ri eAt5 d f n P4-.) ho r es SILO W w p w Mb' Li. sit s Vt.uQ,$1Gt. 4',te, cto otf°ri 0-1 S 5 how n, m w itu, t!N avi i-ec.h, uQ e e494-t-s {-{tie, eo r,,4 V 4 ;v i o k s (,prref 1 Co vdowr de rar•o w 10 gvu to-6 20 coot was -to Gowi° ' PreeNat•4t^' 11 otti 24 . 1 -14'14-6 e arc. e. a/n ow4 e4, ck.c of GuAzi r . . er e d come ,tor jItt maxi ',c,t s . 5 S kwW ht o.- s?, e r, sioftr cz.t.vd, � e.+- caAvzc,e, P1P-e4 ea?' AQA4A4/ oile44-1 y�,,,o, -� a�, • k,Qb'e s4,44-ti olL Or") u . 4 1st kvk iii (s) 0104u., e,.. G. S kow c'or✓ec tL j p rorie d n w ot--w se voice . +- ptcvvt, for DEMOL -ITiot ia.Q.r fs n►,. lot IS It Mi99 -00% NI-o s 2. w oet e r se/Nice s + boxes a,$ e 5tA1 cov►�-�' of Let zi tA0 corner of Lot ,O. )4s be, 1''(.t) Nc s i t +1.4,es.e, se tii ces. our (nt 24 r lqn skows Wow b€iwic.e, « IVW c,ovh ee o f lot 24 — plea ' 2'. yew( ILot QP sisk lot, skoLis we roe.. ugattie connec io �J t h r u, the .e,o3.e4,‘,404 S co. - 4 Lei W. c. flow abetA t re w“1.+ w. 23, 24, 21 GA-t- +iI "i et W A 414 )5 ar A A4- V i amt, wa 4-ars K2- w V - erred. �� M,o - tt.o�* Tai .2Q, C do ,rrt iLAZA -ens Q,�L A- b,�,u, tv wind c .cl Id's dM4 Vid,uaJt WQ o W ci F , . mK. P49 pow4 Five .. ead 1..4- nairou,.d dekI -iL Stitt AA-iW 124 p o� "~''t b? -0113 s kows two Rai, (ed ok ) . IS t1nz 2ci' Af+ u?.wt c4 r- Q.dd,��,t�,,.¢Q, � oet, b-e- 010 40 0-c,C,'ryl m o e, +he, -1-1-k-k o a.rcou.,,,,d, 8 . ?iecvlc y,,o m o J wt u.4, -- k2441471- of Erg,,,,,; se.4.otr s kal(, 150 aP&e eW i s& a ri At. Uwer w14244, 11.,0I;P.. %si o L4. i reg i, red se.a. Qtadittd Gald InC !UJ' ; CJ L 6). Tu K-L)//0 Li rtie., ; A 6j v31- m e r - t kIo , ' L C l:.o - OCT( (QCc "oed Lu-,aer r �umbe z) ct80i of:D05gq cam- X13°" c1.1 i , bV I nc} O C)3(1 1-c L6-j. 65 +hrcu qh 3G , u c.lu3I , cu-16 8 �r e,l c. ►�R , Ic , C .b. lA ;11 m -;5 'me.ac Caen Ada �Or *c Ca \ �� . ea tl�,; DiNli or ► o GCCCrcw,el \he - c rz.corde(S, v \Jolum�, : la Poch, om hin 1.6CkShsLr9 NICENE!) CITY OP TUKWILA MAY. -61999 PERMIT CENTER +.rwMwr.wtvr+,a;rnri!a.re Pexrt ed.CzP 9 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D99 -0159 . DATE: 8 -13 -99 PROJECT N. AME: DREAMCRAFT LOT 22 Original Plan Submittal Response to Incomplete. Letter # _ XX Response to Correction Letter # 1 Revision # _ After Permit Is Issued DEPARTMENTS: Building Division n Fire Prevention r/(1 Public ublic W,QrkY-23-4W Structural l lIYY DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete rz0 Comments: Incomplete Planning Division Permit Coordinator DUE DATE: 8 -17 -99 Not Applicable TUES /THURS ROUTING: 4 Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE 9-14 -99 Approved n Approved with Conditions r_• Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions REVIEWER'S INITIALS: Not Approved (attach comments) DATE: V'RROUI E.Doc 5/99 .r,m`+`,eta.3-.SS: th%:. '''1.14,21 .,ra-".M";gMt Pe'r � COO V—Ci. P PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D99 -0159 PROJECT NAME: DREAMCRAFT HOMES LOT 22 XX . Original Plan Submittal Response to Correction Letter # :_ Response to Incomplete Letter Revision # After Permit Is Issued. DEPARTMENTS: R62I2 Building Division ' (e -1 Public �{orks ( MIA& /i. uei 1 Fire Prevention 2 Aux, Structural 114G Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 5 -11 -99 Complete Fr I Incomplete n Not Applicable n Comments: TUES /THURS ROUTING: Please Route Ef No further Review Required n Routed by Staff n (if routed by staff, make copy to master file and enter into Sierra) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved n DUE DATE: 6 -8 -99 Approved with Conditions n Not Approved (attach comments) PO e)0111fatn1 btV Ma/ild (1)./ REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved Approved with Conditions n Not Approved (attach comments) U REVIEWER'S INITIALS: DATE: V'R•ROUTE.DOC 4/98 tee City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 6-13-q9 Plan Check/Permit Number: D[ /- d l 5 g O Response to Incomplete Letter # • Response to Correction Letter # • Revision # after Permit is Issued Project Name: bREAMCt A-FT 140ivi.E S Project Address: ( 2005 460N- Ave s Contact Person: V l C K, E r AA r(/v Summary of Revision: S 018M f T <ED Err E e Phone Number: g5 3- 61 -R 6417 /N RES Pa NSE j Coeeec -no iNv GT1 3 c-t Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 12' P E Entered in Sierra on F3-1(p-c/9 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-366.5 ai76%Iiis, ,._ ...... �...._.............. �w... w. rv+. w. wzi. n' Irfi•,: k11" aMLM:}` c�IM+ Rtt. tlV. t�Nmw��w� .r�.u.w..www�n...m...r.v..w City of Tukwila John W. Rants, Mayor Fire Department Fire Department Review Control #D99 -0159 (511) Thomas P. Keefe, Fire Chief May 20, 1999 Re: Dreamcraft Homes - 12001 46th Avenue South Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. For short plat development (four single family homes or less), hydrants shall be placed so that a hydrant is within 250 feet of a building. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #1692) Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 1/4" Pentagon open -lift operating nut. (City Ordinance #1692) The minimum fire flow and flow duration requirements for one- and two - family dwellings, having a fire area which does not exceed 3,600 square feet (344.5 m2) shall be 1,000 gallons per minute (3785.4 L /min.). Fire flow and flow duration for dwellings having a fire area in excess of 3,600 square feet (344.5 m2) shall not be less than that specified in Table A- III -A -1. Exception: A reduction in required fire flow of 50 percent, as approved by the chief, is allowed when the building is provided with an approved automatic sprinkler system. (UFC Appendix III -A, sec. 5.1) 2. In lieu of a fire hydrant, an approved residential fire sprinkler system may be installed when vehicular Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57$.4404 • Fax (206) 575•4439 City of Tukwila Fire Department Page number 2 John W. Rants, Mayor Thomas P. Keefe, Fire Chief travel distance from the nearest hydrant exceeds 250 feet. 3. All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (UFC 901.3) 4. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 5. Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided with an approved turn - around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #1846) 6. All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (UFC 901.3) 7. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. (UFC 901.4.4) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone (206) 575.4404 • Fax (206) 5754439 City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fie Chief The Tukwila Fire Prevention Bureau TFD file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Far (206) 5754439 Resi ,:mtial Sewer Use Certific 1-21q -o69 KING COUNTY (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 breafnCirlf+ c m€e (Last, First, Middle Initial) Property Tax I.D. Number 33'140— i aq 6 Property Legal Address: Subdivision Named (o Lq C9 WY? Subdiv. # Lot # Block # Building Name (if applicable) Property ' �C.O 1 40 . 5 Street Address City, State, Zip - Owner's Mailing Address (If different from above) Owner's Phone Number (c ) 261 CthCI ) Property Contact Phone Number ( ) Party to be Billed (if different from owner) Party's Mailing Address (if different from above) City or Sewer District I CUkkLO\ b Date of Connection: Side Sewer Permit # Residential Customer Equivalent (RCE) Please check appropriate box: j. 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 x0.64= x 1.0 = 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 resubmission of or ected data for determination of a revised capacity charge. Signature of Owner /Representative 1` Date RECEIVED CITY OF TUKWILA MAY - 6 1999 PERMIT CENTER Print Name of Owner /Representative '1057 (Rev. 11/96) White — King County Yellow — Local Sewer Agency Pink — Sewer Customer Detach And Display Ccnificate DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP DATE MJFHOI *092DA 10/01/1999;. :EFFECTIVE' DATE_ 03/0141991; Detach And ,Display .Cenificate REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL • REGIST.•# EXP. DATE • ,'CCO1•• • MJFHOI *092DA 10/01/1999.• 'EFFECTIVE DATE .03/01/1991 Please Remove And Sign Identification Card Before Placing In Billfold Signature Issued by DEPARTMENT OF LABOR AND INDUSTRI 9t 12 Di iCF'VENT 1P W /OPT T. V. NI4kle. -irl ,q 5o PICT. 4xtoNF SEPARATE PERMIT REQUIRED FOR: El Et / // ELECTRICAL ITPLUMBING E rGAS PIPING C; i Y OF 'TUKWILA BUILDING DIVISION FILE COPY P -d I understand that the Plan Check ; aro subject to errors and omissions ani c - c' 1 cf plans does not authorize the violaticn cf ,--� adcpted code or ordfrlOe. Receipt of c - copy of approved plans, adeiowledged. Dot f0 q�1 ( CITY Of TUKWII.N° APPROVED 4 7¢ 4 1 T .ICI , SEP 0 9 1999 AS NOTED / , BUILDING DIVi3I* • RECEIVED CITY OF TUKWILA MAY - S 1999 PERMIT CENTER 4�3sxC I _ 07 1 9 1 FLUSH t2Dt= 'rt iON rvi;E 2z. "r I . 30" GtZAW t.. AterE51 IN SE.E. DETAIL oN "- - -,.� 7 --- -- s k e.E.T N0•'1 1 a% — +' 1 (2) ° 5 ° 3 w / Di i ov -g. 4.4 1catz, 4LALLiD»1 too- '- tot /2'j •b' - 1 19.'' j Z 8 "-PAK VALi CV P IC' IN 10',01 986- UP t''IfG } r1 pgovIp 3 11 Mt .• 1 PIS u� .SE&; I Ck.�,1..(Q MKt7s ( V11IYL LINE WITH M.7ERNA7E. KITGNEN C"61NET t71 RF-G1' Y 1 ' F!P l,N1reo r`Ia. !NS'TAL. L. Peg. uac.se.31o.9.1 , 3M F6. DIRECTIONS s' -9 '° id - 3 " A' X4. Ct.e°t.E j+cCa HF2 �{1cF2. Gtr CM APPROVE SEP X1 nS OCOr A Mit►IN FL s 984 3. tJP;'Fiz. F . x»•.830 A40 s. kl T 6 ' PLA 1L I /4 " -p" SEE SHEET 5 or Fag "t- TERN.ATE K17G> -tEN tAe IN .-T LLEVATIONS [1J 5EK DE:S16N .VALUE$* FLo oft. JOISTS . - HF • STUDS 4P0STS '. . HF •BEAMSr HEADERS.Il „ oF 2 Ri.FTERS ' ' HF F„ =75 . ,'Fb= 1175 Fc .4o5 Fv = 15 'Fbr850 Fs/ = 95 , Fb0875 t'v= 75, Fb.t270 # DE.SI6N VALUES DERIVt:° FRoM U.B.C. TAELES 23- I -A- i. 4 23 - I -x- i. AND ARE (ivEN tN POUNDS ?ER SQUARE INCH . 1- 11GRoLA 1 Fv :t85, Fb :Z800 LoLU -LAM F : I6,5 . Fb =2400 E`1.bgio' C.ox DF 65: Ft, =135o I NO 1 SEE. SHEET No.b,oF7 Fog. S H E.A .14AL L H'L Da J PJ SCHEDULES 0 c0 (2.)4 Ski . 14/(2) RHp TR I' J. OVER. 4ri 4 Holz -IZ. MULLION 4x1' ^F2 ovE 1t (2)9 °1 °5HN /CI)2 ° RAD .� �tt+ RND OYE.R- - ELEV.'f ' 2' -IO - 9` -4' 15 -0" V_ ©" 11A LOOR 1 / LlN•E OE rt.00 . Tao IMPACT 8ARRtER ELE 11Ey154 SWITCHES / IPA" t1114. ABOVE SIAP) 22 "g' AMC, A /8' TY PE. Ix' Vweo COMMON WA LLS CONT. TO UNDEI.SIDE OF OOP SHEATH 446 z LAvt:1Z5 IF MIfJC. oVER k OL . — 1 8 ° 1 ° O.H.D I ' r T. -SEE PE5HT. tl l it i SEE DE.T. 5Ht �, 7 NON• E5ff" LING COLUMN .20 to . . `r? d 2 4.O' - p 11 LAN ta Tasted giall Ua g Masbaure OM 0.2$ Pil al *awn, • ........,.,..... . iimiiimum.aiimoraurilima IIIIIIMMIIIIIIIMIll *111111MIEM11111111111- 10 41E1MB _ , 11111111111111r=111 NE11161=1111rnl. I, IIIVIE3 MEM INMENIMINI=31M11117E1111EMIN ormmiamern IIIIIIMMIIIIEMIIIIIIIIILIIIWMIIIIIVIMINIFIIIII INIEMIIIIIIIMW11111•1173WM01111111111311111F1111111 immosonnIEN111111111131111-1111111111•111 1•11MIONIIII=111111•111111111=1-11111=111111111:11111 IIIIME1111111111=11111111111111131111/=111 N. tn.. I Menem of lossure I lwirartess ranee Duct Otanow Men. Feel. Os. Diamew lessenum Lanes.° Maxissura Number ef .. - 11* r • 11111.1111111. 111111111111 MIIIIIIIIIiMllIIIIIIIIIIIIII 11•1111FIN LIED ogihafm/64) 4 es mem .. • 2O 3 WLplort OW, ,_,... I cgArris 4 S Ck.4.1.1)40- All‘i .1.40. IWO 4-1.1 ow. C.c4 ftfiatr 4 e-fT• ,. U . iv. `I as.444, (Nor 4 ovi too ca. ou. 2.s. b LIED ogihafm/64) 292. 0-04 9.13 Er v1044.604/ 1 1 :, 0.06 II . (. vii,P)014 (1104111.4LAN0) 0.45 IMIIII raci He. 4 PAI:11.4 kit. t&i119 *foal la, 0441 pe1kflop-0:04 4I 0-400 (...k-st.(14,ezres•) n- IP 177 • (1.1)4.) e twocit .5Kryt-ires ccap..4 appusape rib% ......0.11.1MINIMIM • • - .1.11111111111111111111111111 4 BY PASS 66 bg.0011 V-2.11 V-2" BE. PK oom, 2 Riu PICT Lig-E. 1)00 4S • wfr:tetz ResISTA NT ipt..05 TO -I /0 PXP MASTE F. p6PRVOM (09 41 ,ss i$.5s $91,4 - s5"47 1.3 4 Weetwese aims Vow.= aas Mew .04•111 Cod* , eet TAME 3-1 Nam= Soma needlia ifsedistias Ciesetty lisrpereassets 111111111111111111111E=1111 TAM 34 Whaas Hausa Veallelea Hew lassebarawee 1. This tank •hiel we he used ter ifweline wilts ornateness wow than 11 beereeme. TANI 3-2 Preasnelve beam new Obey Far se* adetlerei elbow subtract 0 law tram Wegth. 1. Flu ducts at this earns. ass .104 paressted with tee as this slut. TAWS is koftrelea Fetes* Ai $ I 141 .11 I. F. bongs* wee 20 few inewes twit deseser I ht. I F Own. numbering MIMI two 3 looses* duct &owns" 1 inch. 1,10TE S E E 5HaTJOjOFJ F SHEAR 1...L"--LL scHe PULE 14 Hrz 4 g0 34.9 1/4". V-CP" ix(.0 HFS 4 X CI soL k3 id U frErz F L / 'Ls" <f- l.ofb-Riek a r s ft-00F " TI SEP 0 9 1999 AS NO[ED R ECEIVED CITY OF TUKWILA MAY 6 1•99 PERMIT CENTER I ! ' I 0 4_19 ri '7 j — SHEET NO. Mill...DING DIVISION JOS NO. SHEE 1 1 FOUN12/11 VN fl 1,ATION PEP 354- 6.56 - 5g• E. a 0/P,5P vgArti 0, t r, tvg--r 4 41\i1S ( L1 ti4.; 7,756 5 r • • "be.0 S k-k-De 16 5 1 .0 11 ; FUFNIP-6E. - t51A - 001 - SLOPE 3" TO PO0g.5 Fop- 191 1..0 II DUINVAT 10 I FL-AN 1, u 1 • , pl • 10 4saras. smarawaromararms■=amstriasa arromerersses iftreassimma.mmiaramar twet. 4 1 fl CONT, lea" x foo • / ; 4 1 Aeglif To Po L 11.0l. 47j r - 1 IVT I 1 L..4 L 3ott, 48 10 IA Cortc,. Fre). •OterpF2 • • 4 14 /(2) 'Pep/ go LTS r 5 /6 1 / 6 /... 80t-T 1.9" SUNK EN Ftoolz. 1 - )e8 a `t4 _ I • :j UJl woo t t•JOTE : e.fki5 ( / NOTED) RT. Posis -14,- 4 H f2, (4 xt:TV BEAM Sri-16E-5) BE IODFS EY,4e,Pi WHeitE 1 -rouwa&-rto KJ V E.Ars IGc.100 g-E.4? 5 Ma. PAW . Cost-tele tel Miklbtt5 5411PS01,/ JOI1T 4 o cAtArt_ rola- . 5 „ 0 „ . t - r r-t r "I L 7.1 Li1 . e c . . U/( 2.,4 5 ki FLo 0 P. •101's:: s i iitrIc:41/, r_ -1 • (TY Ic — I vsui I I ' -i l'et L. t I "1-: T-1 Pf) . \ . t\.5 li i ir c b , „.„., .i ,. 'F t i I FR, OVett I 1 uNKEN FL. I esimp-s 1 I I -- r ty galumtv,15 AlirOn ceAtuu .s?acc..s .61.3I3e Rtalattervs? Atoagt) Vrcelmet 1:cerriti6 - 1 7 0e. ttOI , r'1 ":71i - -- • .,, .1•10.011MINIMINW • • - • • + / • • • . • tiEbrIVE0' crry F Turf<WILA • ' MAY 499$ 1. RiktiT.CENTE§ ° ... r . u c .3 es — 2 17= - 1511 - 1}461.5 SH EET a'fiC • 1 3 ‘ 1 ZOL.4 \NZ. NNi rrirk , ci 'nc_. L c!, 13v.° t.J 7 Wit-4Pa S 1PES r 2. 1 " CA tqr1 LEV 51 1111111111111 12111111111111112115111111111 11111 ■ 1 Zi' .11 I 14001 = t l 1111111111111 or. a(f 70 L (4))C pt.-+ rLusti 4 4 -4r. C_ zis Cs 0F t witic44, 11 11) 149 d 1 ..s° i, • - see. SHEMT 4O(40E Faft •1.04)1 TL E 5cHeout.e.. - Ai-140151 H41vORS sitiesolv ttiato OR pqmt, urpEiz- FL,00E- FAN1IN4 & FLA 1/4 u +4 GA -- FRIA Zx 10 1Lp SCIA E51.. le- 1h4 ev er -. 1 - Ye. 24' GA.NTI LEVER- 'DcA-Dit5ct 1/ gio !co" L SUS AN $.)1 21 " 0 PTIC)NJALL 2.g e, sc I FIT IN 1 - 30" 1121, 174.o" 12.4 SuSr.t.i A\L;TERNA r116HEN CfrINETS .60•1111•11, C 1: : APPROVED ----77- CITY OF TUKWILA 1999 PERMIT CENTER DRAWN DATE t !SHEET NO tx SHEATHING VASTENERSPACING gAu.IEDCES TLrAND BO'IT• MATE TS �} it IAN APA SHEATHING , 6dg - CC 16 GA.‘ 6- o :td t6'OC = 1k Al g roc A3+ 16` OC ':2D6 PLF t"T' GWE 8 OTM DES 3d COOLER OR GM -i g rOC . 1Ed g r CC' O t QC ASSg16'o /11111 240 'PL¢'" IN � IY ONE scE Sd COOLER OR WALLBOARD g roc ttd g 42 oC OR srr AS g rOC A3t g 24' OG VW LAIN APA RATED $a .THING IC g 6' CC OR 15 GA g S'OC tOd g.6 0C OR WAS 0 1'OC .ASt 16 - oC 7111 APA RATED SHEATHING 'dg 6•C.c OR 15 GA g S 1!Y oC 2.14dQro OR 1!! AS C 3'47.C. MSg 12'C. 3S3 PLF - -. 1 , 2 _ Rx SH JTHW e g 3 p.c. OR iSGA 2 117 0 C 2•166g4 OR ta' AB it zoo A3S g 12' O 451 LF NOTE,$ ;. 1 BLOCK ALL HO ONTAL EDGES OATH 2X 5 OCKWG 2 WHEN SHEARN:td.l. IS 2+' OR LESS Rs LENGTH. REFER TO 7.1,, 'P LAT£RRL RE STRAW? PANEL DETAILS • 'TN 54 DoT f.10 FIE.LP HoOlFAcAfIIt. W, d&PpF044r - r w 5 f4140JttRI j(4 fi`o r,41`( Arrpsito ewer. FL./415 Al Tic vJE.K{ !Li io UPPER t4� a a3 psa: "}�'. .'i/ 2:77 �• ir; i'i i 4. � 20VEA'j'`u -g5,t . t.3Q f. pr. 2 vA6LEVENTSe1.I25 2.2 sq FT ?oTR.L = 3.55' 34.r oR 5 Rnvv vENT's 01 5 0 SG, IN. 8" Y,8" 7 - " 1.15 C it. .W/ lo GA!.StA Eatiawo 2%4_ 2%4 TATS TO WALt.- PRovtpE. FURR.'& FOR i 12 w /4 ' FA Se IA TYPICAL. C al. ES 2 x tr HF2 co 2 4."..t. . CITY Of TUKWIIA APPROVED SEP t? 9 1999 AS NOTED ! lL�irNG ulVi°lOh ALL ..ROOF SLGP Age (✓ T12P1T6ty , EXCEPT WREKE Mori o REORPIE® CITY OF TUKWILA 1AV -- 6 1999 ERMITCENTER 1 !' /__., ' Pig. .ONTINUG N� N D IAA I I„ -E U RN EN ix 1 WALL ,MIN 1 GirAIZ - 1`}PX RISE 8 " I~'IIN RUN 9', MIN. HEAP aori d; -8" - -2x is S`WNIsERS WITH 2 x 4 SZ'F =ON 15A -61 -FigE LOGS STAIRS ON: IN fri 2PL E OF CA.J t SE71 -JEE S TRINC&ER5 GANG RUN E3ETW -EN STUDS, - SSEABL E SP,�CE UNDER STPIRS TO DE 1--HOUR- FIRE CONS 7 /P," TYPE X' &We TAPeo 4 FINIsHEP, T Y C:= - ST/- T 10 / L 1.= 1' - 4:7" M 41' U 06, Q.d1, 0 ° Tt-: . NAIL Hr r USFA v,/P1 EL •� F Lccf. ovf cPAWL -TAO. , (h T 10 tAr FIB 41 HUD sILL - it4s9.LL 4 FIT jolt1T4 coPpiltloU41a €. z 14EAr3Fg w /.,pr' r 'T AtA }!ATW �F�fr�Ti I►J4 516" HIH. 24/a t Xp. i , 8d FJLS lo ALL pLATE6,00f.. 54 -51uo' 4 x - f c7'S-1- 0P- 2- T* S1UUOS (rtpll StFTe T° Es, 67U0) doLDovdf.IS iINsii+t_L pE.F t1r11Uf• ! ) J 2 r PtpTES otz I01E0E1414 Sx01. I(2 $ A .15., Hirt 7 wl&.Ot-iEHfj �tltlrllcoll�� foFiIF w/ t tt f fr1z " J, LATEFAL 1/ l ,L DATA 1 L f1L-SJ hPt,_ i tL c L r 7 Of / LIM 5 /8 "Gs W B SOLID 13L . 'GI 1ox10 -2 x4 TOP PLATE. (48 MtN• LAP) ' 0> EA. :DB Tor. PL E. LAP 2x9 CONT. Mleo1'LO LAm aM �'TYf 'X /GWPi G�VE(L �/►.���tZ'S' (OP'f,: 61:1 3 1�x � 19PC' : T5/08 u ioERSIDE. OF ROOT" SHEATHING L- A F-AGE t ''sI'4'`os8 ' 4 "CONS: SLAB I4/ Gta S LO P E, TO FRG'1 ,„7 12 "o.c. IN FIELD 2-2x4TOP PL.,A`IF• (45" MIN . LA F) 1 /2"e2 W R -13 INSULATION w /'rNPpR BARR STLJ2 2 x 151 L Slps "r, 6.1 P, t Ci`o •4.ED6E1 12'o .c. iti FLEt. {/2" GI.JF3 1 -13 tNSUL. w /v.E5. V :I LX * VEI,Uxl roo 2 x 12. IzA F T FE.S @ 2 ‘f "o.c R wjYApog ts+RR -SF- 4 A1RSPAC INSULATION' DAPPLE TO MA w I N I" 'i ,.IRSPAGE VENT E5L e -XTEND TRUSS TPIL5 TO 2 x i2, F-PFTEP -S rw bLA41k140. ,C,frt ? l‘z, 15 ` WIND ' -OA I4- 0-4, 16o 4- e m 1. 65s4c4ere 2x 4 r-r_ MUOSiLL. t411tl vs.'' tO ". ANGI4OIe- DOLTS 4L -O 41 FlzCM ENO OF PLJ"TE5 u1 1`ss !4OTEP o'>IH .RI 5U 11' P N 2 S E.6 1 B- (i I /4" t '_ l MA NUFAGTU P S / RooF TRu55ES 21"o,G. 12 CkFdC? t 111 It 4 " ; Ole I.�IA.l .1° #4 v 2.T Iv.A LS Ca' Ito", 1 p tai) 1 51 PERMIT CENTER 4" Do , Ainl SPaµT>' h1 ?A:h1 L 1 Mw T "1C�+tT 1.11,1 .D To AP PIZOVED STC 2 M Do.A!"..3»; ' , e'S"T+r-Alt L1 f)Fe, AHD ! 6 tL ,tg - gE6ILIt t45 I'Mmet1'eft of 8e3uDII44 'PEI tiot.5. COMPOSITION O FtN& OVER 15* FELT OVER /tro''O.S.B. SHEATHINv 0 . 1 /8.4 ' splssJ Iv., . IN PIEL.O IHSUL. GAFF - L . VENT 6LOC 51piN(, PER. 6LLR'S. SPE.GS ovER. MIN. 7* BuiLDi i PAPER ' /'&o.s.E. SH EAT HINe w /64 0(.0"o•c. EDeoe.5 12 "0.c. FIE-LP -TT . UNLESS NOTED OTHE.RW ISE SIDING PER BI -DK'S SPi✓�.`� O veg. MIN.7 *Bt..De, PAPER- 7 /14,"O.S.S. SHE -ATH1W w /e, d Cw40 "o, c. E.Dfa 12 "04 F1 w L Q. 1":07 I ( 4 .Ss APPRO SEP 09 1999 „v r i E�; 2 - tt�4 i�+r� ;gj Itre 4I- k eE CAN of RECEIVED CM OF TtJKtNILA M M - , 61999 G ENERAL NOTES - 097 UBc 1. Contractor shall verify ell dimensions in the field. Any variations from the tiniwiums shall be brought to the attention of thc Designer or Engineer. 2. Adequate shoring and bracing of all structural me** during contruction shall be provided Any proposed field changes to have the pox approval of Engineer. FRAMING NOTES FRt . Frame nailing to be in compliance with ABC Table No. 23-11-B-1. FR2, All wood exposed to weather. such as wood used for deck framing, including decking, railings, joists, Mann and posts shall be pressure treated of vrood with natural resistance 10 &Gay. F123. When decks, landings or porches tat more than 30 M. above grade, provide guardrails not teas than 36 in. high. FR4. Alt Mc spaces with 30 in. or mom vertical height shell be provided with an aeons 22L by 30 in The mating shall be located in a corridor, hallway er other readily messible location and-lave t knit 30-in headroom per UBC Sec. 1505.1. Kan °peei perearmes the garage ceiling, the occupancy separation should be maintained with a setfclosing access. per U13C Sec. 302. FRS. All coriders shall * be less than 36 in. wide. GARAGE Gl. Provide an occupancy separation between the residenee and the garage with „iniverials approved fix I -bout fire-resistive construction on the garage side. Garages and ems* with living ma above shall lave 1-hour protection kw bath ceiling and stria:coal =Men G7,. Doors barmen the game and residence shat be 1 3/8 in solid coin wood door that seff-i."---Mag end tight-fidim d have a fire protection rating of not less that 20 tantrums. GI In adon to the gstage-bouse common wall, die wan and past supporting the second floor framing shall have 518" type "X" gypsum board on the garage side of the well G4. Peas supporting second floor framing will need "colainnjackiding"*UBC Sec. 7042.5 to protect the "fat =imam" vaaterial As nn alternate *ivy-timber Posts May be need without 1 hr. protection (min. size 8"x8"). PillISCELLANSOUS - , MI. A smoke deleathelnUbe itnbilie4 ICK404 *COM* Or lirtfaiirillt dwelling ant lam mare Dan dm eteept that wins the lower lora Ma VnYil 1 4004 leeelbele pima tbs otaliwg:Wf eefts beisiketb rabi the beibeetY* mom. DetMiont alithamand 310.9.1.,4 The err be alitiPlneleibb Wcb when K2. ?Myth/ Maimair 36' 1003,11.7. ' . • *UBC aip.941. art11, See, 1003.31.6 and ItMes anahnetielnliD efflamOt ettOtt. labItOlaba di Awn &tab flotimer •Attilkifisto . • • - • 'rod* trec Sec, 4409.4. - 110 dopet eidni0040tat atepteir and See. 2409.5, • T., De; ; . . . EQuill 1 FOUNDATION FI. Minainut 2"ra"s3/16" plate Washer shell be used on Inela.inehor bolt pa UBC . P2. listerierand barna* walk may,leti b ' ' " '' - feceings . ,The:Widdl, length . ... . - ,-. .. . . wo . 3 .., : ,. :.. .,,,,, ;_ ,,...,:0624 1iiiatt,a4d r1,2‘,4 0: W p7:07 : 4 1, i ,,, i --:-... ' ''°56* and ' 4473 ' 36747 'ft-ir: F Puitade 18'7 abittante • • ' ' .7V mder wood ganders or .. : . - • r. . - • . , .• F4. . '• `miiimentl$U24 . --,- - 23 so.3')::.0x. oteq:13(lartusse feat .. . , , of under: floor c& Ffi, ',..,..,;,,,.,, '!. w be da pzvofnd by_ Mitafill, cornpactnd 10 954 . . 1. cotitsmai.. peXTiots. • . far R 3. +1111T•F 4. .WnP . • Sib** Catalog - 1998 DESIGN' 1. 'Wad Lead pet Oniforitilluildem Co& . • - Method a •BasialWind Speed 80 MPH. Expcisure . 2: Sciamk -'*Uniferni Baking Code • 3. Rea Lead tlIP...b.F , 25,SP ., • 4_ Floor Lead DL .• 10 PSF •• 1, 5. Dan Load - DL FSF LL 6. Sods - Assearaed-pdp PSF Allowable Soil Beitrik • • - AsMannd3O PCF.Equivelent Fluid Pressure for Retaining 7. Coicrete 2500' PSI® 21 daya • - Cinele4Onttafoptentent . . - wildolunt r cover for all reinforcement except as noted at reninatintha ar other details 8. Mo,tar: TDRIER cottnatcrioturaries 1 Lauber end afiovrebtei Min* shall be as follows unless noted otherwise on plans • .. - • - 01u-lant berms 24F-V4 - Fb-2400 pai 1 VP' Mictokints ksi Fb.2600 pi 2 I 1 114 - Feminine • E-2ripo ksi Fb-3100 psi 3 1 /i, 5 ¼ Pipa8int • , E..2000 :• Fb-2900* Ant Catificatesfortheght-lan hems to he tvideito the building &patinae. 2. What haiderinteameatop-*tahroder dralthavesoap connucturs to the Mpplate each eser.Olie 2 -SaMtket,hiSTA2400. 3 Afticat d8 .--1-L:Mithiarnale'elitalebees shill be ler timailedeo the (be*** as eeted in ,the sbeerttekealethila All exterior waifs shaii be coaaakeed Amy awns. - utc - 7/16"Witf, APARaindSlenthing bkiliked - with minima *hag ki common,* 6"ne., UNO• Panorninen *Is that he O. 1"0X Mame 4. Flax and Ma &anal* Milingshatitheltheenenon ( 6"oc all supported panel edges and 8d 2 "ec, atintainsidiate supporta. . , , . . . - - No 11 - 14.; • • No In re nke t*i.S.,C4f1.;s4t#,OberVA. s i *dm 1140-Mm). WeNn.4181, (152 q.." ,- 00,00.P.40.01,0tocapone !trig ht aOld 2.10.4,41tit, . • , -pgufta,-the - • • 14144iiia=40.44sTiw Iffiws1777;wowiiiial aws ) • , fiidat Awaits nalikaiRevie06dichiejtS2,...tf***.1 t at•ta a'aPPo.a: STAIRWAYS SI. Usable spate under stairs shall time wan and soffits (rat the enclosed ark) protected as remained for 1-hour fire reastive °momenta_ 52. Stairways to have* mamma rise or$*, wed a minimum run of 9 in. both noon anairaten of 6 feet 8 inches, minimum width of 36111. Hanksilato have ends mimed and placed a tnitrimun 34 in. ned a maxim= of38 in_ above tread maw The hand grip port* ofthe handrail shall not be lms than 1 .% inches net name than e inches in cross-sectional dimanion or the shape shall pmvide equivaleat akapia g *face. The handgrip sb.P haves snoods surface with no sharp corneas. lianthads projecting from a with shall have ac of n* Ls than 1-ti inches between the wall and the Withal. 53. ntmadiaiciai1s of* stairway mardra& shall be spaced so that a 4-ineh diameter sphere cannot pass through, pa UBC Sec. 309,3. HEATING SYSTEMS Hi. All furnaces shall be labeled and listed an approved agency and installed pa listed specifications. 82. No_imon air Armco shall be installed in a closet or alcove less dart - 12 inches wider than the hamlet or furnaces Mailedthereic with a mininnuactear working space not less than 3 MehesAirig the-saes, bank, ami top. 10. App lienewa Maned in maws or ether meth what retY la'stabj*ed to whiradarthunage sisal best** guarded against arch damage* hangnmelled behind pnateetivebtuneas or by beang.elevated or Mcsmd out ofthenemad lath of such vehicles. . • 114. Every factory built chimney, Type L van, Type Sanwa or Thin BW gas vent shall bc installed in acconiance with the =as of in listing and manithetwers HS. Furs* air duos in the gatage-that pass through the living/garage common wall shalt be No_ 26 sagest:el or Wein • 86. OFIC*148 SVOIMa gas vents, duets, pipee,....."Likeneys and fireplams et ceiling sad floor levassliall lave fireblexking, per UBC S. 708.2.1(4). • H7. Pnwide tierebtockins a 10-0ot intervals in the wall bokhottontally and vertnally pa UBC Sec. 708.2.1.1_ - MECHANICAL AND PLUMBING - Dostastick4bon range and clothes dryer vents ale be of natal and hare =math interior surfaces. Exbaustthints shall tehMitte eutehle af the WS* autt equitiped with back than &alma: Length' limiatinn (Mess othetwin4 ,omaini) dcartintie dryer mime vibrant ducksballnot meals total combined Initizotta tad Voniotkiesdrai • 14 fintincluding rim 90 degree canna. Two feet shill be *bated ler onelisO*Illee Kft Water clann alinktinntitat lnialaM131 30" w* with r cieer ttgateritiltait brawl. tel. Whoa wawa wallboard is used as abase for tile tar indkFandIttfer alibi or water apset edeopertment walk, viaterivsisisat gypsoas koi.74 aW 4 wed. Cell* &wog *tat be min. iroc tosimpint water resistantoperin board par UDC MP4. Weer closets tO use more than 16 salons per fluth per WAC51-46,47 . 401311. MPS. Strap 64 water heaters at points within the upper 1/3 itadieuter 1./3 of es mead dimension. Lower points sheilbe Mamas aboveciontailsperUPC 5103, MP6. Showaheads to have a ansamuni Sow me of 2.5-m per-WAC51-46-402.31.2. MI'7. Provide nott-removank type prevention device at *hose bali!± per UPC MP8. Provide individual control 'Mina- igtha pressure haance or the thermatatic auxi valve type all tub/shower combination pa UPC 420.0. ASHINGTON STATE RESIDENTIAL ENERGY CODE II. Indoor derign set:moraine shall be 70 F for heatmg and 78 F for cooling. WAC 5 1- 11-302.2.1. 22. Pnw'de eau teseiebee when wIethecci1ings1ape is greater Oita 3:12 per WAC 51-11- 502,1.4_5 13. Provide whole house vemlation per 1/BC Sec. 302.2.2 and 303.1.2. TALE 24.-4-8-1-4AK.1044 SCHEDULE ' - _ , ` t, Join Wait of rd. woo/ , , ., r , X " r . •Inatot ' 'il ' " giaio ..0 'K..... ttatt 4 Vkldcril;sn I, „a t2,5 tutu .• 112otoil)4•141itor to-eacf. joist tam mit 1 ' . . .. A INta Ptaid to i.i ba.w.p.typol eciaar ,.,60 pet tr, (411:met /, r., ( .0) *tam ... - ' IN at 1, OM Poo) o c 1 $# ittOkallitts, at t;t1uldriratt peek. '' - t " 2.16d- ,4 ..t.,,, .. - ,X,A4 , , . . .• II: ,littodaug. ,, - 100# 4 4 1 ' ' 'oi tilt,/ ' wit* pr.. togualt - 0 r 0,111Wfalta - ' . .9. . '- ...„ "1,.. s.,.. I.Vais• ,, : - . ' 1 79 , 4 4:.1*" . 1, .. 7 . 4 . '' .4' �,a . . to.,/ 6, 2- tful,..clul,4 todl 21 (ISM otooll,.c.. Lt tott at to Otta, te`Ad , . • . al • 2.-ird ifi"' (at. 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