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HomeMy WebLinkAboutPermit D99-0017 - Dreamcraft Homes - Lot 23 - New Single Family Residencerr reamcraft Homes City of Tukwila Parcel No: 334740 -1295 Address: 12003 46 AV S Suite No: Location: Category: NSFR Type: DEVPERM Zoning: Const Type: V -N Gas /Elec.: GAS Units: 001 Setbacks: North: Water: TUKWILA Wetlands: Contractor License No: MJFHOI *092DA OCCUPANT OWNER CONTACT CONTRACTOR • Permit Center Authorized Signature:_ Print Name: / DEVELOPMENT PERMIT .0 South: .0 East: Sewer: TUKWILA Slopes: Occupancy: UBC: Fire Protection: (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES. APPLICANT IS PROCEEDING AT THEIR OWN RISK. Permit No: Status: Issued: Expires: .0 West: Streams: D99 -0017 ISSUED 09/08/1999 03/06/2000 DWELLING 1997 N/A .0 DREAMCRAFT HOMES , TUKWILA WA 98188 DREAMCRAFT HOMES 215 E MEEKER, KENT WA 98032 VICKIE MARTIN 253 E MEEKER, KENT WA 98032 M J F HOLDINGS INC 215 E MEEKER, KENT WA 98032 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: CONSTRUCTION OF NEW 1,814 SO FT SINGLE FAMILY RESIDENCE WITH A 440 SO FT ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: WATER CONNECTION FEE;. SEWER CONNECTION FEE; 3/4" PERM WATER METER; CURB CUT /ACCESS /SIDEWALK; STORM DRAINAGE; SANITARY SIDE SEWER. • ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 163,150.60 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 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 2,415.55 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Phone: 253 859 -9697 Phone: 253- 859 -9697 Phone: 253 259 -9697 3 __- Date: q I hereby certify that I have read and examined is 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:_Ja LL ,{ z 044." Date: F 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. AnA ne en eflA FinA1 Froznar,tIfIn T , OF • l'UK.WIL A . , Permit No: D99-0017 Status: ISSUED. ;korai ed: 01/2111999] : . Press: 12003 • renanti • - rybe,;, DEN/PERI1 4 : 1, Pace #: 334407,1295 . . Issued: , Ic 4h bk .A.4.1ci 44i4c4■4* Ic * k ot 4 k* k 44 *164** k144 li** 44(4.4* 4** A.***** k k 44 k444 Ic 44t4k41. Permit Condi t ons : • : .e :.,.:hp,pg0s''' will be . made tti-‘the plans unless approved . by the • ,• -..', ..- -' ' .;,.. Enaineer-and the Tukvii la ,tiifdintr..?..D sibb ...',..r.:?if9Pmtl.lng'. perm 1 ts , sha)):,,,:,4e.Abta:Thed;thr..pp9hthe ;lea ttl e - K. in g. 1 it berArttnentit5 Health,. Oiiiiiillni:r 13 - be 1 . . .,• th at L 10..,.pec te(..- by .-.:;. ncy, :'illcluditig:a 1 1 :.. 4 4ias, - P1:-P - 1-09 (296,4.722 ) ., : .,--,, i::.,‘,.:-Ti . • ,- (:,:-,:.,-., ,', El t- P. tri cal cs s ha 1,1. tie ta n e'1 d'P t hrough'-, t he Utan..1 S fti :::......:::',4.....,..,::.Y.O.,16,1'.0'f,;,::Li15°6)t- and .:, Indu stries .114' 1 ' e czt.:.kti:i§ l .- ... ,--:-,:' )'... '. :.) .i 0 ''.: 1will: 0. " ' 6 F i 4P - ' ',.. ed s'.1 'il 4; ;..All . ;':10 . 0i4ii 1 .9i1 1 .40rit . ...0a1Ii:.0:',.i.iRcier i e Pa riae. Pei'lii . -:!1 s5i'd. 0 . 0y,... i:' '.::::''' ::t00. TAw ila. . - -,.- '.. .' ., - - ::' ,, ''':.-,..,:-':., Al.j ....,1n$Pe.0 t and - a PPr '0 : :'0* 11- ,M 4 -. ,aVaIllabIC4i.:...theL job site prior - tO . the . Start of a n y..,69.c.i.-. ..istructIon...rJhese'4dociniients are to be ' m a i n t a i n e d - and t'Ll,' a0.1* - inspect ion: approVal., is -granted. An. 6kEibe4-16culatlon... :bA6k i no alter . shall . haiie' a' • '-oead Pat in '4 25 or le.4 Ind:'Mat - 0 i -1 -, rhli 1: he Identi'l f ti' ion th Un form ',..d9.1 thereo .114;7- ..' A lM!:. ,: : wii0 appr , ..... 1 . ) 'tans an ; .;„,,!.- : . r ', Bu ',. ,... E dit ion) OA 997 Editio . an Tukwila i J'a,s ' amended, '. " i '''. :-' i ' l f i i ) e ; 7 w f ., 1) 4 1 :3 1 '!' '6 1 , 1 „ :4; 1: '!;' . .- .. ...; Code i 0 1 ( 1 1 g NP1 , -,. °1as - 0! 11164°Yi l';.BuildIni;Divi:-.,iPhP 1)r to .:. .. .:''',.*.-0...,... iri . °161r9 ''''anY 911 :. o f ' 'l l ..! .1 ) .) 1 :t 3 .4. c O l' ? 1 . 4- . . ) .. p 1 . ! ,, 1 : p.„ ' ::: ' 1 .. * :: : :' .„,. . requirements :i; $9!- s pecial .„: is suance o : p 0 rt v , , .--"' - ..,. .. P . : Th ) , s _ ' .. 44 ':ValtOTtY0,,- . plansgspeclficati.ons, and computations ihallnOt:be con-,.:;-.,./ ,.. struedto be a permit for or an aPproValof- violati0 . .., ..:-.0f anY.Of . the':PrOVlsions of the'buildingcodi pr, of anv.:....' other ordinance of the Jurisdiction , .. , No ,Permi t.'..presumin6H to 0 ve authority : iOlate''Or...'pancel-the provisions of:''th is ,. :code shalt:be va I td.. 1 0 . There shall he no t ) 7 c upanCY' of - :tha. b u i l d i n g (s) unti1- f i a 1 inspect been Comple.ted' Tukwila tui 1 d ing: - • . : I rispeC to . '• . , .. • , 1.L. Anchoring -A 1 1 nei,4'::.ii;01.s.07.Lic.t1,Ph....3r0 -sub improvements ., sha 1 I be anchored to OreVentHfIOtat)pni:CCIl lapse, or lateral :movement of the structure. )2. .Contractor shall notify Publ ic Works Utility Inspector at 206-433-0179 of commencement and comp] et ion of work at least 14 hours In advance. 13. ; temporary erosion control measures ,shall be implemented as the first order of business to prevent sedimentation oil'- site or into existing storm drainage facilities 14. All conditions associated with BLA L96-0077 shall apply to this permit. 15. lbe site shall have permanent erosion control measures In place as soon as possible after final grading has been ,. *:....- :.,.:.- 1t, Land Altering.: ( racing) t be carer i ed out in accordance with plan 'date:d 2''- 18 97:.'and apprc ved :on 4-23 98 and revised , on '_3 30 -:1 1 . .j he storm .drainage system downstream : of`. your discharge w i l l not" function .correctly unless the. - entire system is in place. Individual lot Owners will be required by the City to install' the portion ctit . the System associated with their~ lot. .Applicant proceed _. at their own ris . the storm drainage, system construct ion sequence is determined .by individual lot - owners :' The City ;will not install .the-,.storm drainage improvement identified on the pan dated .2 -i -97 and a pproved- on' 4 -23 -98 ; and . revised on 3- 30-99 Yf :aPp:l leant desires to complete any or all of the storm drainage system . the Ci issue a separate Permit for .the r ight -of -way or. on ::an ad:ici;ninu lot.. if easements :ar.e secured rt om.._the'1otowrieb ' 1 The sidewalks sha1.1` be `installed per plan dated 2- 13 -97 and approved on 4 -23: 1W . Anv c rr;b, cut :access :hall be done per r itv : of Tul wi l;a's 'Standards: 19 Driveway w.idth sh Tl be,,a'1� miniiriiiirr and 20' maxi i,lJrlr.. :,1Ope shall lie a ,rtr.x.imunr `ot `15 . , Turning;: r adi.i shall. be a ;mirrimurn' :cif t ive feet Dr7.rewarr`si�al P be `paved within '30' .of - right . ,--of'-Way;": t� ,I1aulir g over 50 cy.,` ha1l re uire apo i ication`for a .Haul F'er mintO =pr for .to any associated activity. 3 New Cons true t ion and subs tacit i a l improvement of any ryes i �ient'i,.a I structure sal l have the: lowest f loor . includin base:inent elevated to a minimum of"onee fc'cir above. the:=te flood elevation (,loll vent } Ri 1 ":bui:ld..irig w i'i"I be ' :constructed and certified as bcr i l t at oi; above :e l evat.i on shown on, `approved . tor-m' drainage,' ' plan :dated 2' 18 -97 and %auuroved,'or ..4-23=7;93. (13V Datum 1929). E49osed areas below the:=lowest floor : shall i be desiganed to automatically equalize hydrostatic f.lood, A mimi.nrum o tao 'openings having a total net: ::;area of nit lest than one : square inch tor': every square foot Oi .enc�lc'sed. areas. subiect to t l Oodina shall be provided and with the . bottom oral] open nr s no higher than one foot above`,grace.. tlpen rigs may be eau i ped , 'with `cr. eens,',. louver4s or other ,coverings, or devices: provided that then Permit the; automatic 21. Downspout ci VeeWav, patio and drainage from other A mper'v i ous", area.. :,hall be collected , i n an on-site storm drain system ia rains shall' b'e 4: in, diameters F� schedule 40 or: iorregated poly ' tlia'i.yrle pipe with a smooth. interior wall. 'Nf'ADS. t:lex wipe.'' Ura'in shal:l be laid with ,a minimum 1%n s.lope, r'a grayltv.. discharge to: "=location • approved by' Publ is Work:s .:Downspout , shall not connect to footing drains.: Footing drain and downspouts may share single discharge= pipe downstream of the lowest t'oo t. i rig drain. 24. The City of Tukwila has an under•grond i ng Ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. _5. The applicant most notify the City utility inspector at 204- 433 -0179 upon commencement and completion of work at least 24 hours in advance. A l l inspection requests for utility work must also be made 24 hours in advance, 1 Fp :Y j".J{ Project Name/Tenant Urfa nc� �� 3 Value of Co traction: � (o I< n- (pp Site Address: ., City Sute au kw i [a (.UH �1K( Z Tax Pa cel Number: 334 - 740 — 10 Cis Property Owner: Phone: Street Address: City State/Zip: al 5 t Mee - 3a ke , , 1c0- (IA C Fpx #: q' %a-4 _ 5�� Contractor: Phone: Street Address: City State /Zip: i5 E Mfe- ke,r - ls'en+ W� gU333 Fax #: 3 ) -1- 'saes Architect: n IA Phone: ----, Street Address: City State /Zip: Fax #: Engineer: � Ph �� tun E flsSOCi U�--`e S Phone: CO 31 53 Street Address: City State/Zip: a 5q'5 . 1 1? IPA- SE I Weir-A UDR qq u -5la0 Fax #: ( cQ31- 53 S Contact Person: � . t -� i Pon ) _ n b a7 " City State /Zip: Street Address: . �_1!C rI e IV rP .r- . 61-1+ l .1)A x $0 a - Fax #: 3) - 5308 Description of work to be done: . N Q % d1 ) sb rpSe Ct:net.. Type of work: ew Single- Family Residence ❑ Addition - Single - Family Residence Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: ( 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 Foota. e: I% 14 sq. ft. Dwelling sq. ft. Covered Deck(s) 44 C) sq. ft. arage arport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) 01 *For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling ' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. CITY OF TI1KWILA Permit Center (- 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Date licayog l + q c SFPERMIT.DOC 2/13/97 Data app n .I I q q FOR STAFF USE ONLY rojt lfumberit s ; Permit Number:‘ Single- Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. 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 ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use El Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Appl : (lnitislsj PLEASE SIGN BACK OF APPLICATION FORM ALL SINGLE - FAMILY RESIDENTIAL PERMIT APPLICATIONS MUST BE SUBMITTED 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 -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) El ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: in in Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. • 3. Driveway location - driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over • 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas'and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ ❑ Foundation plan and details El ❑ Floor plan El El Roof plan ❑ El Building elevations (all views) ❑ ❑ Building height ❑ ❑ Building cross - section ❑ ❑ Structural framing plans and details necessary to completely describe construction El El 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. El ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). El ❑ 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. ❑ El Copy of Washington State Department of Labor and industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND / AM AUTHORIZED TO APPLY FOR THIS PERMIT, BUILDING OWNER OR AUTHORIZED AGENT:: ' " Signature: 11i ll j l „ z ± Print name: , " -^/ Address:cD15 lul eeAft -r SPPERMIT.DOC 2/13/97 ,. „, • P one: Fax #: City /Stat /zip: tcpex t 3'Z Date: k(zi • •!,•• "..' • ', - • ..,...,.,„.% . ::..;. ... , . .: , .. —.. . -, Q ,fr I::: 14::::.,.••i--• '•14 ,, .'•k :' -, ,. : .., 4 • ., • : - 4, -4. *•... • it 4*-1. - P: -'•••-•'•' - • *:" ,..,•... .- .. TP r, T.:, . :, .1 :.• .• .,...••:', - :_:, ••'•,;•''.,••••,''' , ' --- • ' ' ' ..• . - ,. : • ; • •••••iJ :--- 9 9..:2 r. -18. •':• '• . i:..'R4Elifir. - Ii4r; ... :: ,, R98001.13).::-. A in titr, t •:.:.....-.....•.:::•- 4. ..,4 6 ..k 08/ 1 ,,.......„.... i-. ,•, ;• . 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A *•, ak l 4 A•:** * A k * o4k A:* k �s �C t k ,l * A. l .h A * k k 010 ; .4 tr r • ft t � . t ? 1 q ::� m c i i t . 1:3 9 :, 0 9; 0 it / 9.9. 0 `•i t 0 2", P a'.;menti tih :uc'rti H Llt Ndt •ai;i.or�.'D[tLFti�iC)U11 H0Ml S :: ' et ii;It ILA 'i, ^m it .'i10 `i >9.9-'U•01 "7 . T pi:. „: I)EVPhtti4. : U1 .;IEI��Pills "i41. :1' tilit'1I:'r 'd r ^ ce I "Nu «' .3 34 .1?. i w o Adcii °c 4,',: :12003 4t6 `;AV. 3 a io n i atai re- :;, t�tw'1'3kt3 1:c.t`FC i ALL 1.4.222:85 !Jai 7rice .Uu. •k*,Ah'k fr:•A"*k ik** ****AA* *h*I k.A. Ait'h** *•h.A*tIVA 'A * *** * ****' Ace:uu 0 00 / 245 . 030 000/3,211.100 00 000/345.1330 0000 /3 000/38 6..904 00 412/342.400 402/ 401/3138.102 401/342.400 401/343.405 401.388.104 402. 313 3. 104 Dcsr:ril) ion PLAN :CHEC(t'' iICtrlRE;i• . UU.11..DING: - RES f'1.:AN . C13EGK - .RE:i FLAN CI�ECI( =. UIILX'r'r PLAN CHECK ' WATER.' LTEI' 3 3'i4 i'E i3UTLi):t31C' '$URCCUt•1RGE 1NOt? f ►::E, �.U7`:ILJT`r' :':CNsl'..I'EL ' `;':3T3Itt4 URATtl r FEE - f3MF:/3"0 WA,'rl:R CON i CT'Tt)N. : , OAT :R 1N t?ECTTON`'F.•EE.. WATIA TUIVN• -ON. f E.. WATER A SEa3- •(l:.L.EN.T0WN: ' ..;3CWCR ASS;I:13^..Ai.:LIi(4'IOW14, .'610,:3!�' `41'S • Amount 1.352. 873.90 '20.00 10.00 4h 50 I;i.00 15.00 15,00 2500 4,40 7 „t /41. ,;`.3o " ' yet? -N0 • . - '•; ; . , • • „ ;.••• *:,,. , • ..;;;.:'• .• ; • . •.,,, „ , - • „'„, • . ., • . • .; „ •;- • . : , . .'45 'IVIF A.,:;■i',1S;k4.;)4 41.1C,./1‹,A..*.:***Ii':4'.**1 'it:1‘ " . ..1C.4'''ks1"-* :*:ii. .,' .. '*:,,,'. ...r.,P1 ' -: • - . ., . . . . • ' ' ' - ';,‘ 'ile lc if....****' -,iqq...,09:01 . ., . , 4r ' 1 fr; '--;;* -;;; ;;, ; — -'; • ''s ; ' ; ' ' • 87t3, q o''. 01121 , , . ,. ,---.,: ''..:•• :- y ,,, -. ' ,.. iiil61),(3ii9 :::'. Amount .: A •:.i .-:1.10 ME 9; : -:, 1 1 " . .. ' , '"'n - !•:.'!'•': ''.. ' '. . .. - T IfAj,iStiT.1;. ;:•;P.I.;,1!(•,,!1.k;„ •,).1: ti.,ittk;:::•-•.::;f::•1,4(?, 1 --- !2'4 DR L.. : H ,...,:,.. .,,, :...;,...„p. i ..,;..1).E1Zt4 i. t - :::•,.. .,',,,- i'." ., • ..'-:. " . . .; 6 '"ri ! •; •.• -•' .',„,:_.:-..'7....,....t.!;''.!'f-7.•"7"7", —, ,;:. :.. ' -.• :::',.• Iiiiti1i'..kl''''''..t1,:;•;!-;'-.:.;•;;,:;;'.-,:..=-'''',•-,—',.7,.,:: ,:tit ...: . ..,....,-, '..;•.::::...., .: :'.•,. ,. •'• ...:„.:::. „:: : .. . • ' '4.'''.1;t:''7•".1'.;:;;i;,.,-.111746i'...,:•:.0',..0t6:,017,, Y , :: ' . ".: T. ,- . . Y ! . ..- '.' -,, ..- • •. 4 71 O...2.. ''" 1 .:: . ..•...." ... - : ••• :.:-,...,:..,' - • ,.' '•• ,,, :.• .. . .- ,y: ;>;;',: 2 3S 13' ::.r. ° el '''' .'" ' LOT - 2 ''' :.,,-.,,,•,.,:,•:, ,.. . riit 1 ... •• : ; , • ' . .; . 6 q.,a t r! .. . • ' " .....,,', , ...Y ::.-- , ' LL pint t .1. • ::•••••• : ' 1356•G5 -, ' ••• .'. • ' . ' ' ' - :.•'" ' ':' ,....'. :. '.', '.... ti...7P ... . 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' ', • . .• .• • , , . . . , , .:' : .:...' ::: ", E , 1 ,:? . . ° • :,, ' .-........; ..,:;..:,-;-, '•'."' - - 7 . ; ...:„ : ... . .; ; • - •....... ,................. . ... , , _ , . , , Project: DA0-01.44-4 ,Lcil it„, Type of Inspection: pvi C, X Address: • Lik. ca.t,e Date called: Special instructions: Date wanted: i _ a.m. 3 1 0 0 p.m. 7 Requester:3 6' Phone: 3 c iL 6 2-7-. INSPECTION RECORD Retain a copy, with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA. 98188 ID 4 7 - 00 17 PERMIT NO. (206)431-3670 ri Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Italoo 4 + 1 3 I Inspector: 6 J Date: 0/06 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: Dreamc ra f+ Homes Type of Inspection: Type uJ Fi no, I Address: ! 200 . 3 461 Ave ' S Date called: 3-g:00 Special instructions: loo X 23 D a t e wanted: a.m. Date 3_9..00 C Requester: Alec Phone: ,2 0 &/396_6-...72.z �L.AS c 55 INSPECTION RECORD Retain a copy with permit INSPECTION tsJO. CITY OF TUKWi'h:A' UILDINC DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA/98188 Approved per applicable codes. c' - oo( PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: *ffzicN, it V( Inspector: V Date: 3 / (0 0 Ej $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ' Receipt No: Date: Proje tsnincra A.. L- RA ' Tyy . . Address: ,-, it ;o3_3 46 IVIc.3. D. Date wCA fri39 / /00 - c... a.m. Special instructions: 1 1 3 - Requester: Phone:C9.05 -396-6712 INSPECTION RECORD Retain a copy with permit INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 Approved per applicable codes. PERMIT NO. 06)43173670 orrections required prior to approval. COMMENTS: i4 41-14 r cie GI./a.e.es eePtibe, / as1/444A-67.- •'• D $47.00 REINSPECTION FEE RE. UIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • • ••••';-1- • • . , , .•• Proje ...e.,,KIA Li :kir Ty.e of h 'ection: :et j INSPECTION RECORD Retain a copy with permit INSPECTION NO CITY. OF.TUKWILA BUILDING DIVISION ". 6300 Southcenter Blvd, #100, Tukwila, WA PERMIT NO. 431 -3670 • Adr Add ss: Date cal I ecial instructions: Date te © �� p.m. Requ ster. Phone: d: a.m. 'Approved per applicable codes. U Corrections required prior to approval. COMMENT • -_ 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectlon. Receipt No: Date: Project: Type of .lpection:_ ` • Addre s: . :: • • 1 01)—? q t i• $ • 1� Ve,5 Date called: ./ .2c3 / Q 0 . Special instructions: , -` ""R 3 Date wanted: 3i 1 0 0 a.m. Requester: rt Phone: . '2-0 (v X39 G - !o 7 , 0-- . INSPECTION RECORD Retain a copy with permit INSPECTION NO CITY OF TUKWILA BUILDING DIVISION ': 4 .. 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: sHoo ieep.@_ta' 50,CRA, el( /L ),,5 t /op. 0 (U Net Inspector: G Date: 3 V J $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Pr . y it /1,,� , .• Type •f Ins. -ction: A L ,1 � 1 6 r r;. / /. Date c. , ... : r Special instructions: Date�w.a ed: o g ap Requ e� 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 -367 Approved per a'Sp codes. El Corrections required prior to approval. COMMENTS: E $47.00 REINSPECTION EE REQUITED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Pr. ect , i 1 . lid i Ty se . pection: • I ral air %Ea _ Ad. ress: • kb 1 - ii te call d: O , _ pecial ins Date wan d: a.m. 1 .. thci - , c9000 11 • Requester: I \ k Phone: ( Actie & CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a cOpy with permit INSPECTION NO . PERMIT NO • • ,4 . 4‘,3 • .;1; ... '; .. kr. r •••• • (206)431-3670 Approved per applicable codes. Ei Corrections required prior to approval. COMMENTS: 4 44 . ' • ,;41, • AK.4.4 Zefibi $47.00 REINSPECTION FEE I EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: 4 1 , *; INSPECTION RECORD a •- • • - INSPECTION Na : • . . : .•: . . ITY::OF TUKWILA BUILDING DIVISION ••-• 63011Siiiithcenter Blvd, #100; Tukwila, WA 98188' • • " • PERMIT NO. (206)431-3670 Special instructions: ?-3 Typ Datil Ins ction: I ens Re s .Php? , • • Approved per applicable codes. C required prior to approva . COMMENTS: .• • Insp Dap! 6 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: •t. Projgck 1 (116 Type ot Inspection: 6 t. f .e/G7 Date called: Address: 1 %003- Ai) S Special instructions: Date wanted: / i 2.43 9? p.m. Request c C Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: Date _ / at 4 $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: Y• INSPECTION RECORD .• Retain a copy with permit INSPECTION NO CITY' OF TUKWILA BUILDING DIVISION 6300Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. Special instructions: (206)431 -3670 , Approved per applicable codes. Corrections required prior to approval. COMMENTS: C-1 tit Air- (OO Snw 5 rx - /.4.d. Inspect Acede $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: f o ` t e �Gt�l / T eofIns a ti n: 'f..e .!kI �l � l twe 3 46/7 51/ Date cal m.: 1 v 349 S Special instructions: Date wanted: 4 1� - Requester: �f ec.. Phone: O40' ' 37&1,72 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 COMMENTS: Inspector: pproved per applicable codes. INSPECTION RECORD Retain a copy with permit Date: oo PERMIT NO. (206)431 -3670 Corrections required prior to approval. 0 $47.04 RENSPECTION? REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Bivi., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION. RECORD Retain a copy with permit 1 01060 PERMIT NO. ..:.. CITY OF. TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 • INS Project: Address: c - Special instructions: Type of inspection: Date called: Date wanted: a.m. / / p.m. Request /r Phone No.: Approved per applicable codes: Corrections required prior to approval. COMMENTS: Ale,0 4/6 Ai - �v s' 7 (i r/ 67 46 rh l e 1- 0 s) L or o 2 (/2-66 n e ltlrac, I Inspector: Date; � / f (� $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: ( Kith / e T ll�ns e�IOn:J ♦� r; `'" m o J v / Date called: (I t , q Special instructio s: v'e A �/��/�l /qq Date wanted: � Q a.m. Requester: . /e Phone: e 2 i -- 6 7 INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY?IS FltpKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818e' ik COMMENTS: Inspector: PERMIT NO. (206)431 3.670 Corrections required prior to approval. Date /( $47.00 REINSPECTION - E ' EQUIRED. Prior to inspection, fee must e•paid at 6300 Southcenter Blvd., uite 100. Call to schedule reinspection. Receipt No: Date: G Project: ` l 7- Type of Inspection: c _ �1 C J Address: /2a) ` aµe. 54 Date. called: / /// 19 Special instructions: !�? Date wanted: / / /?/ ? a.m. p.m. Requester: Phone: El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. • (206)431 -3670 Corrections required prior to approval. COMMENTS: 9" 555 n & s s � 44/a fig Gtl i i j--'' /5 1 442-4-N i v -i- Inspector: Date: / $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Pro' ct: 010 Type of Inspection : /( Aadress: Date called: Special instructions: LOT -. 7- 31 Date want 7 / �� a.m. p.m. Requeste g zof, l Phone: go atei INSPECTION NO. INSPECTION RECORD rD y9-0017 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 0 Approved per applicable codes. Receipt No: Date: PERMIT NO. (206)4313670 Corrections required prior to approval. COMMENTS: 444, sr A* ittC rye,. X , , S 6 i/ Ty 4 fiowitiC, JO € 4f a-i 2-- �-3 inspector: Date: i 0/ 9 ,, ' 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd. Suite 100. Call to schedule reins e�ction. .1 • Project: Type Inspection: ,Address:. . /2103 4/4 .,� ,� � ° Date call 7/22/ '.Special instructions: Date wn d: `` fn a X199 m. V. Reque t / L. ioc .5 —6 72 2_ INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 4 7/ 4:1 e D. 5. 7:d 7 u1 44 tM. , -� d" {t j tx , i1 ct_ta f' r ,.tA iL -c- 4r e Inspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Prof Tyte of Insp �t'a: � d ress: _ fii called: ;pedal instructions: Date wanted: 5 Requester: Phone 40 �. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO; CITY OF TUKWILA BUILDING DIVISION '6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 COM ENTS: Corrections required prior to approval. $47.00 I1EINSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blv ., Suite 100. Call to schedule reinspection. Receipt No: Date: Project :Km Vic ,�,,�,r-Type of Inspect' j l v�'r� � dress: (1 Date called: /7— 7 Special i structi ns: 4 44,40 i Date wanted: Cf if, ca <co.. : � / via Requester: t 1 + c k ter Y Phone;, C-- _15 I [O y ;_:•, 6300 Southcenter Blvd, #100 Tukwila A WA 98188 r�. Y • : Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY. OF TUKWILA BUILDING DIVISION COMMENTS: Inspecto $47.00 REINSPECTION EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd. uite 100. Call to schedule reinspection. Receipt No: Date: Date: (206)431 -3670 7 Corrections required prior to approval. Fire Department k�r 5 4:z R bitIfiri"wkr i1 . °� Sprinklers: 5 - / Fire Alarm: Hood & Duct: Halon: / Monitor: / Pre -Fire: / Permits: Author "ized Signature : TTJRWILA'FIRE :DEPARTMENT FINAL APPROVAL FORM 'Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued p i) S/ John W. Rants, Mayor Thomas P. Keefe, Fire Chief Permit No. D q'/ q - a 07. Date FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575.4439 Project Name: Location: File #: Action: Date: D9° - 0018 LOT 24 Dq q - 0 0I7 . LC' 23 tEtet - 0 t5q L,or 22 um- 01 L0T02.1 0 q' - 0063 LoT .P dv i ma trench, i4 th. • r , a. b. • �. 22Q�I PUBLIC WORKS PROJECT .ltEvthw UUIVILVthNTS Dk12.44A.Cirtqf ftxxu 6(aalgq Reviewed By: ) DQ,K.v Q- Si ter (02060) 433- 0 C,DMPos1TE SITE PLFN SHOWING ALL 1411 T1 ES t NGLLtijIN �i poweR. /rSLE pic4T1 00 DI TO POSSI BLS WI 1 L Y CON FLICTS 1S R,5 R.ED 1. Reui52 cl.irecPten. o L N) arrow Lot 2.4i) 2. Cart .i.S IS4°rr" d,124n ik,it Q,ib Site (r'-" (Contou,rs) sties mom- Ike 4/ apprcuect 6 :f �- orz .vi Piai prepared be J R Q e e iM, ff,otred r e uisi ovv erect c, rest ow kS.vc 3o 144Q sh 540, � - W f J s 3. Pte- . rntac.t, s du'e 'i kat fie. ,ro o-I-p n' wt of n e ho r'i es 5I1,0t,m n k, mi - Lti site vA 2 -ci."- otfori s O t.1, $ shown, LQrrL +I . C otA A D th-t -i o k. I 0 - tort, 2O c ovti L-t-a a5 w L.tir' elev -c`ovt, 11 o w 24 , :Co - ''' S 60.0e arc_ e f 0 C;u, 04 Of 0244'd CAA- of Cis2,te,t,tlikect C,orre /Dr PAt n1.c.c.ci 5. Shoal -41 ht o swear, s-I vv►�n aA , pro r OA, ipip.e4 th ,wt-, (_.:. ecOARiiivitt CS) &4 QL b 0 / 0 ' e4. 6. Slow c orrecttj bro s,ed nu.) wow s'ce. V V -tor 1)E M ot. or net4.0-s v K. lot 1S # MI9 ov 6 5ko ' 2. wciI wtekr" se,rurces + boxes a +ie SL) Cy"." o f Lot ati i io corner o f ,C,t 00. Gt) Iti+ Las be. now , �,s i +,,ebe- sere' ces. . '1ou r lnt 24 r lem skous lot 2 — pl e404 -e. /ven f- . se your Qi0 7 � k /N � �1+'� vko thru, tk e �2�• U .� e .,, c. How cdoot,4,t rte; - Vtil.redd . ?1.2. . n ok- ttzt T QQ. ititt.e,wa u r,ae, C»de , A t,ti. zkeis p, ult, ttAz to wi t d d'4-4-4d'4-4-41 t imAi vi d,u o,Q WePw o F Pe. Waiter m « t Thopowi Five e4a.d Ti c,r n d 12 t9.1- t b N - of3 shows two iroxU � ( row . IS the 51 c i e t'v r Q j-ll a - lo-e. U 4 CC.d yr m o e. -.e. 8 . ile.& woie kt+,lk m 04J vY 4.4 Aglitf Of S4 SeiCk s s 11.,E .a I s o ft 0+146114 SL n. pv.k L,, �� � J L firer ��. �w�sia k 1 s � �,red �.A. QkG X.N Cl 41d o 714,144-) w aid gAviCR, a - , Qw covher of os W st,vvroz. cam' c on n euit S ca.4,4AL AA d 4 Lee w. ,Lofs 23, 21t, 21 r t Materials: (Ail New) PVC — Min. schedule 35. Concrete — Where soil conditions permit and slopes are lees than 15%. Ductile iron(poyethytene encased) — peat or potential corrosion areas. Ductile or Cast Iron — justified due to scouring velocities or soil problems. Coven 12' Mtn Cover required over all pipe. Slope: Min. 2% Max. 20% without anchors Anchor for >20% Plugged Clean Out (Total Ouutt) requires Sweep /Long Bend 4' Sewer Pipe Clean Out 6' Plug 6 X 6 X 4 VYE 6' SEVER PIPE PROPERTY LINE Plugged Clean Out / (WY.) 10' Min. �- Soo Pipe Adapter • (Remove or Fill Existing Septic Tank) INSPECTION TEE AT CRY R/W UNE Show Address on Plan. 523 BIRCH ST. STREET 8' or LARGER MAIN SEVER Use Saddle for Existing Main. City of Tukwila a 1. a Sanitary Serer Must Be 1e Below Water Line When Crossing. Test Tee & Clean Out Detail KOZWRIMMN 18" 18' Min. Cover unless extended to Grads. CRY R/w UNE SANITARY SIDE SEWER DATE: 11/22/96 SS -1 123' Q 57th AVE S INDICATE EXISTING TOPOGRAPHY AT 2' INTERVAL STORM DRAIN , SANITARY SEWER MAIN DOWN SPOUT (D.S.) / STORM DRAIN (S.D.) B4' "`C CONC. SIDEWALK INKEL186.23 142' PROPOSED TOPOGRAPHY AT 2' INTERVAL 22' CLEAN OUT (C.O.) SIDE SEWER MIN. 2% Ag INDICATE IE AT ALL CONNECTION YARD DRAIN — •\ _ 0.5% INV.EL 186.23 NOTES: 1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS. 2. DOWN SPOUT DRAINS TO CONNECT MINIMUM 5' DOWN STREAM OF FOOTING DRAINS. 3. SHOW ALL EXISTING PIPE SIZES, SIDEWALK DIMENSIONS, ETC. City of Tukwila 200 523 Birch Street LOWEST Ft.00R ELLVm200.e2 0 SS STUB 33" INV.EL 188.7 10' MIN. WATER MAIN INV.EL197.14 16' 26' 24' W YARD O DRAIN 3/4' METER 62'02% DATE: 11/20/96 INV.EL1B7.50 R KNOT .ai SAMPLE RESIDENTIAL UTILITY SITE PLAN SUBMITTAL Not to wale, RSITE • STRUCTURAL NOTES CODES AND SPECIFICATIONS � r,rior t 1 1. Uniform Building Code -1997 Edition .2. ACI 318 -83 Building Code Requirements for Reinforced Concrete 3. HILTS Fastening Technical Guide 4. Western Products Use Book 5. Simpson Strong Tie Connectors Catalog -1998 pESIGN CRITERIA 1. Wind Load -.per Uniform Building Code - Method 2, Basic Wind Speed = 80 MPH, Exposure B ,GG\I 2. Seismic - per Uniform Building Code . Zone 3,1 =1.0 3. Roof Load - DL = 'la PSF LL = 25 PSF 4. Floor Load - DL = 10 PSF LL = 40 PSF 6. Deck Load - DL = 10 PSF LL = 40 PSF 6. Soils - Assumed 1230 PSF Allowable Soil Bearing - Assumed 30 PCF Equivalent Fluid Pressure for Retaining Wall Design 7. Concrete - 2500 PS! a 28 days I. 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" Parallams E =2100 ksi Fb=3100 psi • 31/2, 51/4 & 7" Parallams E =2000 ksi Fb =2900 psi 2. When top plate Is interrupted by header, header shalt have strap connectors to the top plate each end. Use•2 - Simpson MSTA24 connectors, UNO. 3. All shear wall sheathing nails and anchors shall be as detailed on the drawings and as noted in the shear wall schedule. All exterior walls shall be considered shear walls. Use 7/16" min. APA Rated Sheathing - blocked - with minimum nailing 8d common 6" oc, UNO. 8d common n&Is shall be 0.131" 0 x 2 1/4" minimum. 4. Floor and roof diaphtagm nailing shall be 8d common c. 6 "oc at all supported panel edges and 8d 12 "oc at intermediate supports. SOIL CONSTRUCTION NOTES f • 1. All footings and slabs shall bear on undisturbed soil or fill compacted to 95% Modified Proctor. 2. Assumed allowable soil bearing pressure =1Z'00 psf. GENERAL CONSTRUCTION NOTES 1. Contractor shall verily al' dimensions in the field. Any variallons from the drawings shall be brought to the attention of the Designer or Engineer. 2. Adequate shoring and bracing of a1! structural members during construction shall be provided. Any proposed field changes to have the prior arproval of Engineer. FILE COP \i/ -°- .�..�- . '�+ECEIVED 7: TUKWILA t 199 +ns� C ENTER • Ocri-oon l �'t `C1 c.(. C✓ — 5 `Y V -u-c- tJ L.. �v 6 CpilahkA.Th ��. sC 3�� x+'73 t ‘11 - ttw- 4 . 2 ; _ C * L Pio 074 _ � C13y'� � • t� Hp Z 2 c, 0(,3) 7 C 1 - ` 33.E L1(5 (c, Ic l d l 0 rr- G (oz-- C S T lv 1 3 4_ Z 4. oc z 600 3 S 3,Za o Z3 ) G U C`?. � da. . G t 'Z V L a4 !S /ono l-Is, t c7 z 3 ( 62) �✓ L "1 G � o a G - _c (4 -,\4 3 1 026 31540100 a o c, 2-4v cr. IS l4-Asm G tAV t rA :W 02 4.o° (t 3-717(")(1,3) I ° b-)K : - 7 0 (z) - 4 - 35r JY i 7U 11 4 ,4 1,1 biz- R. HORN ASSOCIATES KENT, WA 9806451E S.E. P.O. 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TO fre4OMPANY AMILOvE ATTIC VENTILikTION ID, 2. sc2 fT 1 /oo s S.c, 4 5 F. Vt.t41 81 .04.54 SF f•A. • • 4.1"/%6Le VENT014.5 S.F. A6ra4... VENT A REA . 44' GANTIL.5vr fRte-tie 14 /P6 4a 10 e . 1 140TE START LAYOUT 1= r• .1 ( i HF2 FLOOR JOIs'p61 SC 4 ' /[n%) I64 211.48% 10' LONG. FTC.. (4 FJOTE : SEE SHUT NO Iowa, 7 roll HOLpo4JN SCHEDULE 15' - o° I 5!.$ NOTE : START LAYOUT 1-. t1- PF 2 Lt I ba VIP SOLTS 1 1 ir r F s„a lA• 80 T MAME. ovig I UN KEN F{-. SUNK ^ Ca) 5TimPS I FLOO . ` J I'- 4'/i I : • PIERS - IG CExCEPT'`s NOTED 4f POSTS-1r4 HFZ (4 r4 & EEAM SPLI4ES) Q ,ef 0 2 pg B'`I"IS 4 w 1 0M 4 EriGEPTIdHtRE NOTED FOUNDATION VENTS -1(i rli "(IO gee 'D) TURN JOISTS 4 CANT'L Z -0• FOR. PIP 1 =o' 41-0' 4:o 4' -0' S , -O ' V t 5* L t.f, j y �e -�i L 12y 2�1�� r— -� r r Y I �.,,� , r I. 4 I I "-II- i 1 ,1 —+-+i— O 4.-4 ' L_ L_1 "4 . t \;,"N Cle CTYPICAL) Ni rir L.1 !I' 1(" o C) -a L N_ : - '1 - -- �>r --r -- --1 . IC0 . Fou�E L ' apI I — - -r -- I I.� ' -- - 1 1 I 141 '0" I I 1(1 -O" II I I II I LINE OF 4 "- — 1 , I FDN. FOR I I I dd //'�►� ` 2-CA IL OAR y " A • SLAE5 1 I `� -!f Ii� �o �- ,A il l . 10' -O" 1 l ir 10'-4 " —1 O N t 3} V9 VALLEY BEAM L/R LEFT TJ.Baarrm v9.20 Slane Number 701040314 2 Pcs of 1.5" x 9.25" 1.5E SOLID SAWN HEM -FIR #1 BEAMUSA 1111 1/3/99 9.24 04 PM Noe / a 1 Butd Coda 070 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0 Roof Slope: 0 All dimensions are horizontal. LOADS: Analysis for BEAM MEMBER Supporting SNOW Application. Tributary Load Width: 1' Loads(psf): 25 Live at 115% duration, 10 Dead, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(lbs.) Snow (1.15) 437 175 10' Adds to Tapered(plf) Snow (1.15) 67 to 0 26 to 0 0 to 13' 6" Replaces Tapered(plf) Snow (1.15) 90 to 0 36 to 0 0 to 10' Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) 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 PROJECT INFORMATION OPERATOR INFORMATION: .DREAMCRAFT R HORN ASSOCIATES RALPH J HORN PO BOX 5102 KENT, WA 98064 253 631 5353 253 631 5353 Copynotu o 1991 by Trot Joist MacMillan, a lmaad partnership Boise. Idaho. USA TJ -Bwm^' is a trademark of Trot Job MacMillan Product Diagram Is Conceptual. DESIGN CONTROLS: r— MAXIMUM DESIGN CONTROL CONTROL / LOCATION Shear(lb) 1056 850 1596 Passed(53 %) LT. end Span 1 under Snow Roof loading Moment(ft -lb) 3080 3080 4284 Passed(72 %) / MID Span 1 under Snow Roof loading Live Defl.(in) 0.230 0.439 Passed(U686) MID Span 1 under Snow Roof loading Total Defl.(in) 0.335 0.658 Passed(U472) MID Span 1 under Snow Roof loading - Deflection Criteria: STANDARD(LL:L/360, 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. F TJ.eeam*' /5.20 Serial Number 706040314 eEA 4US11 1111 114199 7:51.16 PM Page 1 o11 Bud Code: 070 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0 Roof Slope: 0 e All dimensions are horizontal. LOADS: •Analysis for BEAM MEMBER Supporting SNOW Application. Tributary Load Width: 1' Loads(psf): 25 Live at 115% duration, 10 Dead, and: TYPE Uniforrn(ptf) Uniform(ptf) SUPPORTS: INPUT WIDTH 1 2x4 Stud Wall 3.50" 2 2x4 Stud Wall 3.50" DESIGN CONTROLS: MAXIMUM 3840 15519 Shear(lb) Moment(ft -Ib) Live Defl.(in) Total Defl.(in) PROJECT INFORMATION � DREAMCRAFT 1814 B10 OVER DINING ROOM 5.5" x 11.5" 1.6E SOLID SAWN DOUGLAS FIR #1 n� BEARING LENGTH 3.5" 3.5" CLASS LIVE DEAD LOCATION APPLICATION COMMENT Snow (1.15) 150 60 0 to 16' 6" Adds to Floor(1.00) 200 50 0 to 16' 6" Replaces JUSTIFICATION Left Face Right Face DESIGN CONTROL 3325 4122 15519 15684 0.482 0.539 0.655 0.808 CONTROL Passed(81 %) Passed(99%) Passed(U402) Passed(U296) OPERATOR INFORMATION: . R HORN ASSOCIATES RALPH J HORN PO BOX 5102 KENT, WA 98064 253 631 5353 253 631 5353 Copyright 0 1666 by Trus Joet MacMillan a ImY•d partnership. Boise. Idaho. USA. TJ•eeam*' e e trademark of True Joist MacMillan .n 16' 6" Product Diagram is Conceptual. REACTIONS(lbs.) LIVE/ DEAD/ TOTAL DETAIL 2888 (S1.15) / 1031 / 3919 2887 (S1.15) / 1031 / 3919 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 loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Solid sawn lumber analysis is in accordance with 1991 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On -line Help. Trus Joist MacMillan does not warrant the analysis nor the performance of solid sawn lumber materials. - Allowable Stress Design methodology was used for Code UBC analyzing the solid sawn lumber material listed above. LA �= IJSI� ` L-1 3 32S(3) _ ) Z)(:(oS) t (S = '(-=i7(' L 54 O 2.6.3 if J 15 MSTR BDRM AT GARAGE CANTIL Tlewm^r b5.20 Serial Numt»r.708040314 1.5" x 9.25" 1.5E SOLID SAWN HEM -FIR #1 © 16.0" o/c eEAMUSA 1111 1I8/99 11.27.35 AM Papa 1 or 1 Buid Cad. 070 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension =12' X2'6" 0 5'8" i 4' -4 SUPPORTS: INPUT BEARING REACTIONS(lbs.) 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 PROJECT INFORMATION OPERATOR INFORMATION: ....DREAMCRAFT R HORN ASSOCIATES RALPH J HORN PO BOX 5102 KENT, WA 98064 253 631 5353 253 631 5353 Copynpht C 199E by Trus Jost Michigan, a Imbd partnsmbrp, Bourg, Idaho USA TJ -pro"' an0 TJ- Bsam^' are trademarks of Trus Jost Ua UIHan Product Diagram is Conceptual. LOADS: .Analysis for JOIST MEMBER Supporting FLOOR - RES. Application. Loads(psf): 40 Live at 100% duration, 10 Dead, 0 Partition DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 276 215 694 Passed(31 %) RT. Overhang under Floor ALTERNATE span loading Moment(ft-lb) 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:2L/240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 22' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - The load conditions considered in this design include alternate and adjacent member skip loading. - The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. ADDITIONAL NOTES: — IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM), The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Solid sawn lumber analysis is in accordance with 1991 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On -line Help. Trus Joist MacMillan does not warrant the analysis nor the performance of solid sawn lumber materials. - Allowable Stress Design methodology was used for Code UBC analyzing the solid sawn lumber material listed above. - Right overhang exceeds 1/2 of Span 1 •rly Mtn O weiNtivatAgtv, F/J C LR JST UNDER UPPER FLR WINDOW Or%1PPLE 2 Pcs of 1.5" x 9.25" 1.5E SOLID SAWN HEM -FIR #1 TJ -BMm^' 4.20 Serest Number. 700040314 EEAMUSA 1111 116199 2:53:33 PM Pepe 1 0l 1 Sued Code. 070 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 1 n: .n 12' ; 2' LOADS: Analysis for BEAM MEMBER Supporting FLOOR - RES. Application. Tributary Load Width: 1' Loads(psf): 40 Live at 100% duration, 10 Dead, 0 Partition, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(lbs.) Snow (1.15) 714 286 14' Adds to Uniform(plf) Floor(1.00) 52 15 0 to 14' Replaces SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE / DEAD / TOTAL DETAIL OTHER 1 2x4 plate 3.50" 3.5" Left Face 313 (F1.00) / 68 / 381 Blocking 2 2x4 plate 3.50" 3.5" Right Face 1271 (S1.15) / 508 / 1779 Blocking Overall Dimension = 14' Product Diagram Is Conceptual. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 1156 1089 1596 Passed(68 %) RT. Overhang under Snow Roof loading Moment(ft-lb) 2313 2313 4284 Passed(54 %) RT. end Span 1 under Snow Roof ALTERNATE span loading Live Defl.(in) 0.095 0.200 Passed(U271) RT. Overhang under Snow Roof ALTERNATE span loading Total Defl.(in) 0.116 0.215 Passed(2U445) RT. Overhang under Snow Roof ALTERNATE span loading - Deflection Criteria: STANDARD(LL:U360, 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 load conditions considered in this design include Alternate member loading. - The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. - Analysis assumes continuous member. Lap joints, splices and finger joints significantly reduce member performance and have not been considered. ADDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). The specific product application, input design loads, and stated dimensions have been provided by the software user, This output has not been reviewed by a TJM Associate. - Solid sawn lumber analysis is in accordance with 1991 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On -line Help. Trus Joist MacMillan does not warrant the analysis nor the performance of solid sawn lumber materials. - Allowable Stress Design methodology was used for Code UBC analyzing the solid sawn lumber material listed above. F PROJECT INFORMATION OPERATOR INFORMATION: I-1 A — 0 $ 5 CO O DREAMCRAFT 1814— R HORN ASSOCIATES RALPH J HORN 2-0 Ski' ( S1 PO BOX 5102 KENT, WA 98064 253 631 5353 253 631 5353 CopyrTM o 1996 by True Joel MacMillan, a 'NNW partnerNic 501st. Idaho. USA TJ•Pro'' and TJdieam" are tademarks or Trus Joist MacMillan. CifigeNtAtA0v. . TYPICAL UPPER FLR JOIST `' 1.5" x 9.25" 1.5E SOLID SAWN HEM -FIR #1 @ 16.0" o/c TJ- essm"' vS.20 Sahel Number, 708040314 I,IEAMUSA 1111 1/899 3:08.47 PM Part 1 oft Sued Code 070 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED . Overall Dimension= 14' 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 1 368 Blocking 2 2x4 plate 3.50" 3.5" Right Face 949 (S1.15) / 314 / 1263 Blocking DESIGN CONTROLS: r 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 Defl.(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:L/240). 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 1l .n 12' a 2' Copyright 0199e by True Jost MacMillan. a limited partnership Boise Idaho, USA. TJ -Pro"' and TJ•Beam" are trademarks of True Jolt. MacMillan Product Diagram Is Conceptual. CeNvo•vivaeam, TJ.eam" '420 Sant Number. 708040314 eEAMUSA 1111 1!7199 1:46:23 PM . . Pepa 1 oe 1 sued Coda: 070 THIS PRODUCT MEETS.OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED SUPPORTS: 1 2x4 plate 2 2x4 plate INPUT WIDTH 3.50" 3.50" DESIGN CONTROLS: �-- MAXIMUM Shear(lb) 1802 Moment(ft -lb) 2710 Live Defl.(in) Total Defl.(in) MAIN FLR JOIST UNDER ENTRY =4 1' 3.5" x 7.25" 1.6E SOLID SAWN DOUGLAS FIR #2 DESIGN CONTROL 1451 1607 2710 2905 0.031 0.139 0.042 0.208 n in 4' 6" 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 BEARING REACTIONS(Ibs.) LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL 3.5" Left Face 1426 / 456 / 1882 3.5" Right Face 1426 / 456 / 1882 CONTROL Passed(90%) Passed(93 %) Passed(U999 +) Passed(U999 +) OTHER Blocking Blocking LOCATION RT. end Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading PROJECT INFORMATION OPERATOR INFORMATION: .—AREAMCRAFT R HORN ASSOCIATES RALPH J HORN PO BOX 5102 KENT, WA 98064 253 631 5353 253 631 5353 Copynghl 0 1998 Cy This Jot Maelkean, a lentos parmerahrp, Bona, Idaho, USA. T.1-Pro"' an: T4.13samm are trademarks of True Joe: Mackalan Product Diagram Is Conceptual. - Deflection Criteria: STANDARD(LL:L/360, 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. 10' F/J LAIN FLR JOIST SUPPORTING CORNER(J CLOSET 5.5" x 7.5" 1.6E SOLID SAWN DOUGLAS FIR #1 TJ-0Mm' v5.20 SrmeI Number. 708040714 IEAMUSA 1111 111199 1:58:21 PM Pepe / of 1. Build Code: 070 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 2 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 2x4 plate 3.50" 3.5" Right Face 537 / 224 / 762 Blocking Product Diagram Is Conceptual. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 1990 1933 2338 Passed(83 %) LT. end Span 1 under Floor loading Moment(ft -Ib) 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(U707) MID Span 1 under Floor loading - Deflection Criteria: STANDAR D(LL:L/360, TL:U240). - 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 R HORN ASSOCIATES RALPH J HORN PO BOX 5102 KENT, WA 98064 253 631 5353 253 631 5353 Copyright 0 1998 by Trus ,bait MacMillan, a 'mead partnership, Boil., Idaho USA TJ•Pre"' and TJ• &am'" are trademarks e' Turf Jilt: MacMAbn NP,Ns ` : C w tit \c./1 1%).D — V oh4 S z ( c,c)(1, 1.) 13 , ZPS� D v - ' r iJapt�< C,t P 'Pt- IL £ooh Ce- / CL • Bo b W t *-3D -- o- SCz 1.1: • ) 5• • L w _ otSC.t (5 + A 0) S co,PZ _So Qv i K.) C ■. (1,3) 13,4 - Q5C . - ` - Tc ' . t s u PNZ t- 2. •WALL -) -�- ?,cZ ?X z-2._‘1.,\, Oak* _ 11 +Z 4o(.)( /Z .34 , O ,,r.(4 :1. 2 (3,4q-,04, 'jCt3?)3 Lw iZ ft- I ^ ? ( Sb( /.2- Envt ;T1 Sa t4 Cc- ZVb(_ ? Zr 25954 130TH PLACE S.E. P.O. BOX 5102 - � ,3 Tn • t4- '] 3 z *. 2 1 7 z t44 c 0 4 , , •ct— `1 Z.o8 2-9 - 2 . 0 (4Z�� R. 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Pam ^LL ROOD St ARtb:12A Merl UHEIE • .. •. • .. • • .. PROJECT NUMBER 2359 CLIENT HEPM ';JILL CONSULTING ENGINEERS 20 May 1999 : Dreamcraft Homes 215 E. Meeker Street Kent, Washington 98032 ATTENTION : Bill Babb REFERENCE : Allentown Development along 46 Avenue S, Tukwila SUBJECT : Seismic investigation INTRODUCTION The purpose of this report is to present the results of a geotechnical investigation of the foundation soils for the new houses to be located at the Allentown Development along 46th Avenue South, Tukwila. Geologic research presented in the USGS map of Seattle and vicinity revealed that the vicinity of the site is covered with alluvium from the nearby Duwamish River. The alluvium is the result of flood deposits accumulated since the last glacial period 13,000 years ago. The depth of the alluvium deposits at the site is not known. HEMPHILL observed the excavations for foundations for several houses in the OBSERVATIONS The investigation and report were authorized on 10 May 1999 by Bill Babb of Dreamcraft Homes during a phone conversation with Dale C. Hemphill of HEMPHILL CONSULTING ENGINEERS (HEMPHILL). development, and several test pits at the site. The exposures revealed that the upper 4 to 6 feet is a dense sandy silt capable of supporting footing loads in excess of 2000 psf. Underlying the silt is a dense fine to medium sand. Groundwater was encountered at a depth of 8.5 feet at the north end of the site, and not encountered within 6 feet at the south end. £?3q 0017 page 1 of 6 pages 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 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 excess of 2000 psf. Underlying the silt is a dense fine to medium sand. HEMPHILL observed several older heavy masonry buildings in the vicinity of the site that show little or no evidence of settlement. Many homes in the vicinity probably existed during the 1949 and /or the 1965 earthquakes, and show no evidence of differential settlement. The streets are fairly level and show no evidence of differential settlement. maximum velocity, and then decelerate to zero, then reverse and accelerate to the maximum velocity in the opposite direction. The forces created by the earthquake cause the acceleration and deceleration of the mass of soil. 3 classification is 0.27. According to some publications, that number is low for poor soil conditions and high for good soil conditions. PROJECT NUMBER 2359 20 May 1999 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. page 3 of 6 pages 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 loads are applied. The other condition that gives soils strength is cohesion, which is a sticky condition generally associated with clay and silt, and is nearly non - existent with coarse granular soils. Fine and medium granular soils are held together by dampness between the grains that bonds the grains like a 'weak glue'. Ir MIN rR ITEL L tua PROJECT NUMBER 2359 That bond between the grains can be lost by drying the soils, or by saturating them. That condition is well known by children playing in a sand box, where dry sand cannot be formed or molded, damp sand can be molded, and a molded sand form can be destroyed by pouring water over it. That water 'glue' is called capillary tension, which can only exist in granular soils when they are damp, and cannot exist in dry or saturated granular soils. That capillary tension is also what holds together clay soils and makes them sticky. The smaller the soil grains, the greater effect that a water bond has between the grains. Unless an extremely heavy load is applied to the deeper granular soils, the intergranular friction, and sometimes the capillary tension if the soils are damp, prevents the soil grains from sliding into a more dense condition, and they LIQUEFACTION Another condition that occurs within loose,granular soils during a seismic condition is called liquefaction. Liquefaction occurs two ways; by rising groundwater creating a 'quick' condition, and by trapped porewater reducing the strength of the soils. When granular soils that are below the 20 May 1999 remain relatively loose. page 4 of 6 pages 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. PROJECT NUMBER 2359 A quick condition is similar to the cause of quicksand, where the rising water moving past the soil grains reduces the frictional contact between the grains, and therefore causes a reduction of bearing capacity. The rising groundwater also saturates the previously damp granular soils and breaks the capillary tension bond. Therefore the soils have reduced load bearing capacity by losing frictional contact between the grains, and by losing the capillary tension bond. The 'quick' condition is also caused by increased pore water pressures that prevent the soils from maintaining frictional contact. When the sand grains have reduced friction caused by a vibration, and attempt to move into a smaller space, they are resisted by the porewater that hasn't been able to seep out of the pores as fast as the soils are settling. The soils are then supported by Because the upper soils at this site are not granular and are relatively impervious, water that is displaced by settling soils would not be able to rise to the surface to create the liquefaction conditions at the surface. 20 May 1999 page 5 of 6 pages CONCLUSIONS the porewater which acts like small hydraulic systems. Of course, water has no strength to resist shearing, therefore the porewater and reduced soil friction combination will fail under the imposed loads of the upper soils and the structure. That type of shear failure generally occurs under narrow footings that are near the ground surface, causing the structure to tip over. Structures that cover a large area contain a large area of the soils with a higher pressure that resists the quick condition by preventing the water from rising, and by exerting enough pressure to maintain the required friction to hold the soils in place. If shear failures do occur around the outer edges of the structure, the large middle portion of the structure will still retain its integrity. Because of the density of the soils at the site, any seismic settling would be relatively minor. There is no evidence that settlement has ever been a problem in the vicinity of the site. REENEFEEETAI ale C B ecause the groundwater is fairly deep, th ere could not be enough settlement to f orce the groundwater to the surface, e ven 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. EZE IVEPEZZLEI, w construction, single family residence ; • , . • • • • • .• .1 •,• RECEIVED CITY OF TUKWILA JAN 2 1 1999 PERMIT CENTER Pcp-0011 Lc + � a � ►. r, c l u� � : ;, :G' a}' 7u, Kr w, / �i anG v'�I .;�- ► rtie:, Ac u +meJ-,fi : i L,G 0 0011 cec o tided tie cor6 i r �.0 (- b x., 9 go opo5 'SP" G 1 " 1 : b e. � :n p0(-1 i Lc �5 ' +hr :lci1, 3G , u,clU IN' ,; 9.)-N6 4 , rc1 ► f Ic ,` 5 , C, L�. N ►11 -cu-;1/43 miz.acc 3 C- tGrder f + , - i r, : t +ham CA (51 ‘ ecLdt 1� oi�ci �o� 'Oo G:ccordc.,,c 71 hereoF (t.cordeA PI G,t S, Pow, (.:L ., h,►r)C1 ' 2-1-L , h' rc� fic�c RECEIVED CITY OF TUKWILA JAN 2 1 1999 PERMIT CENTER I'opc'b r w•a wso rse ��es Ga�i 4r O car ^ � 4 Net 14.1.1+60 ,,1e, CONG. l'YuT Ir+�T• tic Z sot *wb P. - 3b ti I3 W11 ('.... w/Ya.f kik I? to p.m. . 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UA 79 2 'Lift MSS 1� 1.65.1 . 51 I'S44.2A to ►041 '°1., 8 41 ti X 033 ► DM. .L 1 floRb50.6 1.Vf• (M! 4.' 22 .77 ^., $50.31 44.77 \. 4.6 _13.63 371 11 1 3 a 9 0 11,46 • 3771 -7• • Is y i RECEIVED CITY OF TUKWILA JAN 2 I lo.;c1 PERMIT CENTER pqqco _ 43 Nr 4' BY PASS MEI S :_':. R45 •'S 5 . Cy Noiss Size Type Bar VT Glass Grids Argon Screen U-Valuel PO Job Phone & Contact Page 1/1 Notes: Dlsk.S 0 ATTENTION: AMY THOMAS 3> 4 ni -n O c< r Quotation Valid For Sixty Days Maximum Unless Otherwise NoteJ. TERMS: NET 30 DAYS Total Si] State Sales Tote . �..�'�. Lo +s I mo,Iris G+� c Tur-w�'/ L ►r A6iCZ-f•mer,t • 110, G,�i�o X011, rec�r�ed e� eec ord► ` r 1un,be✓5 9go► o c c r �ISO�I G 1 � begin porifq,0• ;' • C:)i 35 +hrcugh° 3G , • (AU 314 ;, c c� Lc �1 th h ; '-� ► C.1c i�(C J�la lc, 5 ; C; N l l r - r _ 'f`tle.ac'u) raer A66 I -1-hL h-L\ . S put k , D►qi3Ior too, � ccorbu c� �� -1h , p o.3 hefeoF (ecordeS .u,' �clurnL ►a CITY OF UKWILA JAN 211999 PERMIT CENTER pqqoo 7 rooms actlatifidty...0:6* Nutone 370 RECEIVED CITY OF TUKWILA JAN 2 1 1999 PERMIT CENTER £P?-O011 ear Jim: Sincerely, ovember 2, 1999 ty of Tukwila 6300 Southcenter Blvd Tukwila, WA 98188 Attn: Jan Vickie Martin Production Assistant )reamCraft Homes 215: East iti1eeket, Kent,' WA J 98032 :(253):859 *Per our. conversation this morning, please upgrade the water meters from 3 / + ", to I" a the. following addresses: L ot21 12007 46`x` Avenue South D990159 Lot 22 • 12001 46` Avenue South aginnw Lot 23. 12003 46 Avenue South D990 173 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. June 28, 1999 Vickie Martin 215 East Meeker Kent,. WA 98032 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director CORRECTION LETTER #1 Development Permit Application Number D99-0017 Dreamcraft Homes 12003 - 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, Brenda Holt Permit Coordinator encl xc: File No, D99 -0017 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax. (206) 4313665 7q PPS" eiDovz31. Cop PLAN REVIEW /ROUTING SLIP BER: D99 -0017 DATE 8- 13 -9 PRO JECT: NAME: DREAMCRAFT LOT 23 Original Plan Submittal Response to Incomplete Letter # XX? Response to Correction Letter- #' Revision. # _ After Permit Is Issued DEPARTMENTS: '' // N 0 Building Division n Fire Prevention RP wit u lic Wp r /�, Structural n KV DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete g Incomplete n Planning Division Permit Coordinator DUE DATE: 8 -17 -99 n r a -a Not Applicable n Comments: TUES /THURS ROUTING: Please Route Approved Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved with Condition No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE 9-14-99 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved Approved with Conditions ri Not Approved (attach comments) REVIEWER'S INITIALS: DATE: \PRROUTE.DOC 5/99 n ' Qerm Cood. C�pi PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D99 -0017 PROJECT NAME: DREAMCRAFT HOMES LOT 23 Original Plan Submittal Response. to Correction Letter # DATE: 1 - 21 - 99 Response:to Incomplete Letter Revision # After Permit Is Issued DEPARTMENTS: 6 i ding Division Fire Prevention A oc. 2 -I2'" dev ed 21-q1 Public Works E Structural diAtod J D OF COMPLETENESS: (Tues, Thurs) Complete Incomplete ❑ TUES /THURS ROUTING: Please Route Comments: Routed by Staff (if routed by staff, make copy to master file and enter into Sierra) L Planing Division El C' 1 -a 9 P it Coordinator Er DUE DATE: 1 - 26 - 99 Not Applicable No further Review Required REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 2 - 23 - 99 Approved 0 Approved with Conditions El Not Approved (attach comments) eavetti tiAidL4 REVIEWERS INITIALS. DATE: CORRECTION DETERMINATION: DUE DATE: Approved ❑ Approved with Conditions El Not Approved (attach comments) E REVIEWERS INITIALS: DATE: \PR.ROUTE.DOC 6/98 ik 1 . . : v4 ^ M wn.. 1 111"11''''' vya. . ul .. �i... ._,.. _ y.� ,.^sti�� 'r1 : :i� �.�y�. 7 7 r .::ryJ r.I: a,.: Date: 8-(31 -9q . City of Tukwila 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. ❑ Response to Incomplete Letter # Response to Correction Letter # ( ❑ Revision # after Permit is Issued Project Name: 1('E A 01 C2A VI /4 0 PA Es Er Entered in Sierra on Project Address: 1 2.003 4krf AVE- Contact Person: Vic rC 1E M 14R T I J' Phone Number: 2-63 85 q -9 7 Summary of Revision: SU P /►1 f rrEL (N RESPONSE TO CORfc'ECT OA) LEY'reie. 44 8- 1(0-89 Plan Check/Permit Number: 1 -! " C) 0 1 7 � u� 1 � X9 99 a John W. Rants, Mayor Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision De Received at the City of Tukwila Permit Center by: 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 R idential Sewer Use Certif x' tion qq- 66/1® (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 (206) 684-1740. (Please print or type) Owner's Name . - es (Last, ' t, Middle Initial) Property Tax I.D. Number 33t 'l'l 4.0 ^ 1D- Property Legal Address: Subdivision Name& 1-A6 - t70'T) Subdiv. # Lot # Block # Building Name (it applicable) Property Street Address 12G3 City, State, Zip — �uN.f A )d_G-) LOA t ( iS Owner's Mailing Address (If different from above) at 6 % L eisu/ etn± o f q 8b 3 Owner's Phone Number ( ?5 ) zsq q (2an Property Contact Phone Number ( Party to be Billed (if different from owner) Party's Mailing Address (It different from above) City or Sewer District --- TZlLw i a Date of Connection Side Sewer Permit # Residential Customer Equivalent (RCE) 1.0 1.6 2.4 3.2 Please check appropriate box: Single- family O Duplex (0.8 RCE per unit) D 3 -Plex (0.8 RCE per unit) O 4 -Plex (0.8 RCE per unit) O 5 or more (0.64 RCE per unit) No. of Units x 0.64 = O Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner /Representative V 1, t Date (jd-t. kZUCh s r) Print Name of Owner /Representative 1057 (Rev. &98) White — King County Yellow — Local Sewer Agency Pink — Sewer Customer Detach And Display, Certificate .- DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST: GENBRAL REGISTERED. AS PROVIDED BY LAW_ AS CONST.CONT GENERAL REGIST. # . EXP. DATE CCO1 MJFHOI *092DA .10/01/19 EFFECTIVE DATE 03/O1/1991z; F HOLDINGS INC . 215 . E MEEKER': ��:... . KENT WA 98032 `t Please Remove And Sign Identification Card Before Placing In Billfold 05-052400 ( 'i2$7OS2.000 181911 • 110.ocem*ftemiCool 10.0.4 , • ! WAINSIONaft Pve 2% 55 14 .52! 2 (ZAN tAS TYP. DA 233 OmAilotto '43 14$.1tootb PT 1% 30 Vitt - -( EX ISTiNer cRovott EV( eft PIANNOtE 2' TAP 5 K . 641' ( 17 — It FLOOD RELIEF „Sw4LE, Ott P Ds 2 0' 34' r V Elev. N „„, 15 C o .4 0 It:01 z...1 to 22 ra,■T C0115 — 17 C) DS 4 14' CD :3 6 0 - CD FF Elev. 11.1- 26' to' ', Hato 3 b FF Fie v, 114 1 0 r,vcrto 6 5 1 5 ' D5 FF E(ev /VI -4 s I " 2 0 7 / t e'orv4RETE. E V, smehlf4 p m NI 19' _ 27' 25" -„ Lot 2 B .3' ,tv PIR.E HYDRA wr - 7 1 35 v\e■ krt ' • • • ' i LEFT 5112E ELEVATION. 8: 12 121(2.56.1 `✓ENT F/p W /oP71aN.e.L Tv. NIGH E Gige,MDToswPt AWAY cR©M I tl?Pa 1-7.1 YP r-/S 'TRIM fLoOPINI& PER 51 IQ bL212-'5. SPShJS. orT 2 •2. SILL 61 / / 4" R.15 s ro ot, SIDINb PER 1 41 66Di 's. Srt!.G'S 1-EP fz- ELEVATION I /E'= l•.O" 5 ep i/4". Ft.ONT EI.EVikTOj - 'W POOP IN!" peg 836 D 12-'5. SPEG'S. SIOIN& PER - 51,D2-.'S . 5P E.G'S. g1UHT SLOE - �LEVP�TION 1 /e' = 1''Q ,_, die of any c. ,pt of con- rector's uPy o: 13T 0 q_ t_ 99 Date_ --` v ��� Permit No. Lo' WS FPSGIP " EXPOSURE L.' P 51DIN6 G" ( fria.SC LA 4" R/5 TRIM I><2 R/5 oVE4 10 (VS BAWD f5A? H RECEIVED CITY OF TUKWILA JAN 2 1 1999 PERMIT CENTER pqc1-0011 I s 0 °' .5 Z w z c = r J 0 2 z O I g! J 1 ..,,, 53 Q 1z W D RAWN I � JO9 NO. PLAN NO. IbI414 1N(,LEt,1 I I i ?ANtP REF SPADE 3 e. pd 114 _ , r 'li = t0" i, 4. tt Dr2 4°3lK0 9PAGE i.AZY `�SU5I► I t " ;'` 24 Stn" i2" A(.TE.R PLAN 1/ 4 "s -0" SEE SH<:ET s on? roz "L- TERNIATE KITGHes GA$INL -r ELEVATIONS. LU bER: DFSIUN .VALUES *...• FLOOR. JOISTS HF 2 F., = 75 . 1 'Fb' 1175 • STUDS 4PoS : HF Fc '. 405 BEAMS I HEADERS. HF2 Fv = 75 ,'FL " ,0F2 F =9 , F13* . 875 RAFTERS - HF2 Fv= 75) Fb + # DESivls vALUES DERIVED FROM U•B.r. TABLES 23- 1 -A-14 , -I -x -1 AND ARE Co IVEt.' IN POUNDS PER SQUARE. INCH' . . r'11GRO -A r') Fe = 265 Fb =2bto 1 E "2KIO` vLU -LAM Fe=I(95 ; fb=2400,E =1.8x cox Of I F./% 85, Fb reN50 E =1•40,s10 4OT SEE SHEET N0.4.OF7 Fog. S He.ARw,'.LL 4 HOLD:WIJ SCHEDULES • 1 TIrrEH GAeIN T ELEVATIONS 1/ " 4 O" 4r 12 DF2 5•4e 8 SI-.&L cR. I —� I — — —I IRiEF l'Hoo PRO V ltd 22 "r 30" G K"W L A &E55 IN SEE D TAIL ON 51-1E.ET (2)4 °5 .51.1w % ()1 ° I - rur QvE2 4%4I a1211uLLIDO OVE Ix 12 Df2 5 °6b se•GL.D' 171RF.GT vEN 1.1NIg0 INSIA.L(' Peg. <44LSee.310.9.1.3MFln DIRE ?TOMS 1 XCo H F'L nip K w 9>RIZ DF2 5 'RsLL 4xt•HF2 oL w 0'- Ito " LINE r7 OFFtr©OR 4.12 N , —.0 xo • • (.)4'5 5H W /(2)- 1•P-PO. QTR.. RN() TwANJ. 0VE.R• 4x 4 HQR12. MULLION - 1-x - 4° . Ff.. (2)9' 1 ° SH w /CI) 2 RAD. 1U.LF - - RN) OYER-ELEV.'f 9' -4" 15' -0' IMNII■•■ .11•••■••re■•1 -Fov;v ac M i.14.1vl PE . U • ;60_,VA . AAwn = EC- . 16.03 .3,1, II L/ -v / - 4 .• o c e ," MALL! I L LOO RZL A N 1 1 - -1 LINE OF FLOOR- e...b0 1 IMPACT BARRIER- E L E t'IEN1S Su1TGNE5 it" M IN. ABOVE SLAP> 21 { A A: <:.i;S., 5/8 • TYPE'x' &L.-18P COMMON WALLS CON T. TO UNDEle -SIDE OF ROOF SH EAT }AINL, 2 Env Z 1F &M o'tett IL, oz. . 1 8 O.H.P. NON. B EARIN( GOLD H N SEE CET.StfT 4 l I 8 l °O.H.D. _ 20 -0 60141'.. 4 x (2 '' PF # 1 2 0' SEE DST. 5HT, l • I gy I '42)0' )0' 1 ;1 ?,o "! PoLPE� MAIN MASTER.'. • '; 4.- >RI_.I.- :I• SE? OPTomb °;TV.NIGHE ( FIR EI% AGE I /4l3�1� AP -E�' mfr. N r L. a.9s* S. UP PER- FL 83o 5. F.•„ Ok•R E.._ .440 s: s~=` RECEIVED CITY. 71114N A 9 • PLAN NO. - IN &L' Et.Jo 'l > • • WI-- We. &1- GGCIr t541§41 �11.11.F3 C4*.flEi dS (AA. p,3e/.mas,s.J I bUK)4 LT: tea s... a. b•' CoM t1Etir Sm. FT. a U s LIA ° a43144 (3 1 44V.4 04 4) boo 0. oy. 28. 8 �.V.0f ) 292 0 . 0 *4 9.95 Ott rvGu.s(rra1 w1 1851 0 , 0: - I i41( 174.B 4 ,77 wia oeJs (44.1‘04 271, o.t.5 s (east. abillw.pza) 1013. a.o41_ txT -orris 41 a.4Do Ilo, 4. 0_Au , i f .... ' • 1J .¢ I ti W` ( ') 1 r VII" =I 11.1 t541§41 �11.11.F3 Ot1=.11EMEI IMude.s Ubem L 11= 01f* Lanees. 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TIE SCHEDULE PE- FV'O F1AMI•I7 PL 1/ 4 or - II 2 't" GANTII.EV61 90LID i:'(, 2 -N6' 6EAl - TYP. 24" 6ANtILEVER- I /4" a 11-12a q , 00n OP ti s7P FI? 3 c." 12" L2,4 A, ID Lr.7,Y SINK. SUSAN 39" , 21" � , Aso" R-4 0 mod' 134,I ALTERNATE KITCHEN Cfr EIS DW SPA Ta i SuS"n1 RECEIVED CITY OF TUKWILA AN 2 1 1999 PERMIT CENTER < Q ' SFWETS' JOB NO. 1 PLAN NO. iNt i JpOD 12 " 0.H. EXTEND 2x "Tit f LS TO WALL, PROVIDE FLIRRII_It Fn2 Q -•,n INS! IL, U - u_I � //ANI NINE ■ICI ■III ■I -H r fX EEN ICI ii 111101Autrisatit I 11116111114M101 Mow I ®II_riliEEill rill11•1111111111111111111111 M,& S o.fe IT II 4ilpH F2 4x usT FAL.5 VPLL 2 x9 L L.4 Y5 HF2 4 "0. E E RA.F F fl t.IP NL ER 7 HF2 FI n 4"a ��� _ -- J trc a MOh tau- I(� c2 i If LIN W/ OF 1 GAR- 4,6,1 E DP ( T� u 5E5. o . a I 11 " o. It 41, R 11 -_ -- I8O.H• MATCH 8.f2 1111111111L. - 9110�. 12'0.1. � 121 \ L.■■r..■ 1'1 . H . +2 Czar. LINE OF2' GLIP w%'c' ELEy ONLY 12"0. 18" O. H LIN OF l.' CLIP w/I ELEV. O NLY- PROVI2E /� /� l Calk* PUNT TRU55ES ROOF F p .A jIi�I PL» 4 � T1 I EVAl LIONS I/4" r v ENT gL- - L,IV"O.H , S ThUSS NOTES INSTALL 4 59-AGE rev- MANU F SPECS. - NO FIELD MODIFICATION 1. PE -SIGN ENGINEERS APPROVAL - EN& I N E EfzINU TO ACCO MPANY APPROVE(' PLANS ATT I G VENTIL,ATI O N 1092 SQ.FT. ' /3 - 3.[,4S.F. pZEQI SS VENT bLOGKS e .06 , 54S.F . - EA= 1.83 S.F. Z, GABLE VENT@ f. 125 S. F = 2.25 s. F. 7 / 1 : : 1 " : ; . ; • , (.700F . 2 `j S.F • '" ' ACTUAL VENT PP-EA = 4.O& S.F. 12 "O.H:5 I �I s ; 7 1� 3 - CAR 6ARA&E.e II� GV ON V V V �• V I� V I i2 "a•H. CITY OF ETUKWIILA JAN G i 1999 PERMIT CENTER i Ln CCS E ' MS O JOB NO. IRO PLAN NO. 1814 INULEWc 'P ftEAT111NG FASTENER SPACING *ALL EDGES TOP ANOSOTTO', PLATE RAILING/OR ANCHOR VOLTS FRAVINtj ANCI�R8 TOWABLE eMEJLR NOTES Itiw INNAPA . RATED SHEATHING ee l r oc OR . IS GA r of ie i r oc ER U2• AS $ e• oc ASt t ie' OC 200 PLF so- owe OOTH O D E S se COOLER Ott owe I »e $ roc a arm WAS t i ' be A V 1e' O Zoo PLF Sir GPO ONE TIDE Se COOLER OR lee c 1T o6, ALLBOaRD OR R *TOG )1.i A2 gevc AS4 $ 24' o6, too Pa 1 1— 7tir ON APA *PA RATIO S*TF HEeNG 1k 4 e' Oc . 16e S'OC OR OR - • 'OR TS GA SVC art' AS 4 !• OC AU 16' OC us PLY \ _ 11 11> m rIAPA RAT SIEAI1lplIG. ee 2 Teegroc. oR oR 1S GA S S Ur OC 1Q A! $ S' O C. ASS C 1r O c I $53 P1f 1, l 1 ] T4U MS ...Ten fp4EATHING Vet S 21eC�roc I OR tS Go, C2LWT 1J2•AeC ASS$ 12 45IPLF • i.2 I •: • . • . NoTEs I LOCK AU. NOR2ONIAL EWES Witt 2X $:OCKSS'G 2 w EA SHEARW IS 24• OR LESS iti LE REFER TO V •:ININ LATERAL RFSTTRAA'.N$PANEL DETAILS < - • 12 " 0.H. EXTEND 2x "Tit f LS TO WALL, PROVIDE FLIRRII_It Fn2 Q -•,n INS! IL, U - u_I � //ANI NINE ■ICI ■III ■I -H r fX EEN ICI ii 111101Autrisatit I 11116111114M101 Mow I ®II_riliEEill rill11•1111111111111111111111 M,& S o.fe IT II 4ilpH F2 4x usT FAL.5 VPLL 2 x9 L L.4 Y5 HF2 4 "0. E E RA.F F fl t.IP NL ER 7 HF2 FI n 4"a ��� _ -- J trc a MOh tau- I(� c2 i If LIN W/ OF 1 GAR- 4,6,1 E DP ( T� u 5E5. o . a I 11 " o. It 41, R 11 -_ -- I8O.H• MATCH 8.f2 1111111111L. - 9110�. 12'0.1. � 121 \ L.■■r..■ 1'1 . H . +2 Czar. LINE OF2' GLIP w%'c' ELEy ONLY 12"0. 18" O. H LIN OF l.' CLIP w/I ELEV. O NLY- PROVI2E /� /� l Calk* PUNT TRU55ES ROOF F p .A jIi�I PL» 4 � T1 I EVAl LIONS I/4" r v ENT gL- - L,IV"O.H , S ThUSS NOTES INSTALL 4 59-AGE rev- MANU F SPECS. - NO FIELD MODIFICATION 1. PE -SIGN ENGINEERS APPROVAL - EN& I N E EfzINU TO ACCO MPANY APPROVE(' PLANS ATT I G VENTIL,ATI O N 1092 SQ.FT. ' /3 - 3.[,4S.F. pZEQI SS VENT bLOGKS e .06 , 54S.F . - EA= 1.83 S.F. Z, GABLE VENT@ f. 125 S. F = 2.25 s. F. 7 / 1 : : 1 " : ; . ; • , (.700F . 2 `j S.F • '" ' ACTUAL VENT PP-EA = 4.O& S.F. 12 "O.H:5 I �I s ; 7 1� 3 - CAR 6ARA&E.e II� GV ON V V V �• V I� V I i2 "a•H. CITY OF ETUKWIILA JAN G i 1999 PERMIT CENTER i Ln CCS E ' MS O JOB NO. IRO PLAN NO. 1814 INULEWc 'P i NOTES: LATEFAL f5PPI-E- ff EL WA' L 1 �IAI� ►µLt- xtl 4r r oar 7 t to -2" DIP. CCNTIHI Pus - -�H�NDRPIL. �E ? URN ENDS TO 14A L L. MIN. IA" CLEAR M A Y. R AE o " MlN. 1ZUN 9 ", M1N. HEAPP - G'M lo' - S" - 2 - 10 STRINev R5 krfl4 2x 1 STi ON G__ pAGi -!F1REQ,LOCr. STAIRS ONCE IN MIDDLE OF 1Z 517 #A -LONG RUN gET6,lEEN STUDS. -USEABLE SPACE. UNDER S TAIRS Td 6E I -HOUR- FIRE CONS - T. We?" TYPE.' X'GWe TAPED 4 FINISH ED, - r I I I A L- -- Fr iP S TION !/2''= I' -0" MIN, 4 Guiet> - pt; 1,43 5Ec. 2/01,4 11oTr.: - DETAIL 11A/ Bt. ►KEO w /rAaEL Polk o4l4 cPAWL , ,rAa , PLY fa. u`P Fo 4 HUD sal. - NJsTMt 5w tAlisiCj a Pty. 500114 Co$ TIIILUou Ta coritpR I4velG cl2 wflor r i i Ar,A• FATES I-IfFrt1I1 2.1/o p. 1 84 i &ILS e 3'o.c , f.4 . Wk( ', ALL FiA1}4, 1401 441UO5 4x r T pp_ 2- Z.x Mvns (rls' L 5F4r F-' . spy) 6114oe �OL D a�/r1S (11.1 +LL PER IjAtiuf. sr -r ) 3 - -I, P1H1Es op IIItLJ;JEa•11614 Pxof- 4 '! b►F PBaJL l or 1.*0. V.. 4A •b•, tint 7' IHf oHF.t•tr £ 'IL ttliiriis r...91111t W/ t- MRS BETWEEN VELIlX maw • VEUJX step noshing rooting refit shinnies_ 4- HORIZONTAL CROSS sEcnOr1 Seek n z3O N SU . .P 1� 7v �ry 7 v V^ 1 IV ry Nit/AMA RR IEl~- 4 i'aIRSPAc INSUL4TIDN 15fr FT LE TO MANIA N I' MIN /0 E. VENT BL We @ 2 4 "o.a 12:12 '/2" &LJe R - 19 INSUL.a ?ION ea _ IL VAPOR : RJE ' 1TINI:1l &V' outickwisatewtrose MOO cgrniski (as required) Wader insulation rock -- =' Id be used to avoid moistest) II 2x I2 IRA FTERS EXTEND TRUSS TAILS TO 2x IS Ir 50L11'J al. 14 1 1,1 SL�r5b (L ZI1 M� to 1 51 I .5 Wrz 1113e CA-4 1 c 4oT.s* i CONT. 1'110 AO- L,®. M M Ova (Z 6A PA&E POORS (OPTIORA -L 3 Vbx 10 L.-GA gA& E IMP Igat lvtt/i fIQ1L[ Ad,, i211'•5n4. 5 /8 "TYPE'X'G TO UNDERSIDE OF ROOF SHEATHING "3/4''os Iv /Iod 4 "cONG. S LAB l4/ 3" ow.... EvbEs SL.O PE TO !`Rc7NT 12 o.c. IN FIF_LD 2" fir • (o4c 2 x4 P.T. MU DSIL.L WITIi 1 /2 "x IO "ANGHOI- 13OLT5 C 4'-O "o.c.. WITH1N 12" FROM END OF PLATES UNLESS NOTED OTHER44ISE MANUFAGTUeED STAMPED ROOF TRUSSES e29 IB"Mot. �t� I1 PH S Er6TION B 5 I/4" 2-2x4 TOP / PLATE C 4i 3" r1 e'I P) :. . LA � ,, 1 /2." (J WE, R - INSULATION w /VAPOR SA R R I Elz Sl,s /6 "2x4 STUDS @ 147"0 o. 2 x 4 } 15 o. FL. If4 ".I' -.0" 2 -2x4` TOP PLATE (48" MIN. LAP) WO) Ito; el t� EA. DD L. Toe PLATE LAP SOLID BLDCKING OVE E,E,ARINV(TYP.} ruuuul N11N. /4 "c LEP•r5 ?POST/ ter`M PINC7 S5GT!G 12 1, A 1 3 /4"o.S -5. "1/ IQd - 1.0C.•e.c.E.®6E ! I VLoe_iri FlEL I BIICkFILI. POO?iN FIGS. TO REST ON UNDISTU MIN. SOIL BEARINfa VP-LUE A _ A .e't] 1 �" i7own15�ou� pRr.L*3L 'nowt LosseD To APP4bVfi% �70QM V.. -AIUhG& SY T 'A I` L'G AEG IEO+ ARD fSU .2 COIlPOSITIOON ROOT= IN6 OVER 154. FELT OVER 7 /I47"0.5•8. SHEATHING wpm 04, "o.4. ED‘ ES IZ "e.c IN FIELD INSUL- BAFFLE VENT 6LOGKING, SIDIN& PER 8Lrn_'S. OVE1= MIN. 7* EUILDIIJ& PAPER -1 /16 0. 0.S.6. SHEATH IN& w /bd @C."0.6. E pc, ES, 12 "0.4 FIELD -DTP UNLESS NOTED OTHERN ISE 5121N6 PER 54 -OR'S. sp O VER. MIN.7 *bl.D(. PAPER '► /IV '0.5.8. SHEATHING I.J/& 'v "o. c. EDeoES, 12'o•c FIELP- TYR UNLESS NOT ED OT HER 4ISE 2 -104 BARS CO N T FTC, 41- #4 I5AR CONT c-TOP or WALL- 4 VER11C.ALSa I(o "o c REED SP0,,A;\ / 2071 'Fi D RECEIVED CITY OF TUKWILA JA N 2 1 1999 PERMIT CENTER i crs 16- trs SHEET NO. ° 7 F r SHEETS! JOB NO. d 1 I Z I I N(,L47DI GENERAL NOTES -1997 UBC I. Contra= shall verify all dimension in the field Any vanaioas from the dnwinp shall be brought to the attcnbon of the Designer a Engineer. 2. Adequate shoring and bracing of all structural members during construction shall be provided. Any proposed field c to have the prior approval of Enipnea FRAMING NOTES FRI. Frame nailing to be in compliance with ABC Table No. 2341•B -1. FR2. AU wood exposed to neither. such as wood used for dock framing, including decking, railings, joists, beams sad posts shall be premium treated of wood with natural resistance to decay. FR3. When decks, landings or porches are more than 30 M. above grade, provide goatatls not less than 36 in. high. Mi. A.11 a spaces with 30 in. a more vertical height mail be provided with an toast opening 22 YL by 30 in. The opining shall be located in a corridor. hallway or other noddy accessible locatwn and have at least 30-in headroom per UBC Sec. 1505.1. if an opening penetrates the garage ceding, the ocapaicy sepaaion should be maintained with a self -dosing access, pa UBC Sec. 302. FR5. All convicts shall not be less than 36 in. wide. GARAGE GI. Provide an occupancy sgawstwn between the rename and the garage with maesiak approved for l-borc firenesistive oonstmaion on the garage side. Garages and carports with living area above shall have I -boor pn,eelaioe for both ceiling and structural members G.v fn :. the ..fie shall be 1 3/8 in. solid core wood door that is self•cieaiag and tight - forking and have a fie protection rating of not can than 20 minutes. G3. In addition to the garage-house commas wall, the walls and pat supporting the second floor framing shall have 5/8" type "X" gypsum board on the garage side of the wad. G4. Posts strp,octing wooed floor framing will need "column jacketing" per UBC Sec. 704.2.5 to protect the "fire resistive material As an alternate, heavy -timber posts may be used without 1 hr. protection (min. size 8 "x8"). STAIRWAYS SI. Lisabie space in stain shall have walls and soffits (on the =loud side) protected as required for 1 -hour fre resistive construction. 52. Stairways to have a marina® rise of 8 in. and a minimum rim of 9 in. had room minimum of 6 feet 8 inches, minimum width of 36 in. Handrails to have ends returned and placed a minimum 34 in. and a ma of 38 ia. above Stead nosing. The band grip porgy of the handrail shall net be less than 1 % inches not more than e inches in anss- aeaiooal dimension or the shape mall provide an equivalent gripping surface. The hander shall have a smooth swam with no sharp caws. Haswkaib projecting from a wall shall have a space of not less than 1-% inches between the wall and the handrail. S3. Intermediate rails of the stairway guardrails shall be spaced so that a 4 -inch diameter sphere cannot pas trough, per UBC Sec. 509.3. HEATING SYSTEMS HI. All furnaces shall be labeled and listed by an approved agency and installed per listed specifications. H2. No warm air furnaces shall be installed in a closet or alcove less than 12 inches wider than the furnace or furnaces installed therein with a mrmmuni :lass working space nat lea than 3 i.a. ' 4 erg the sides, bank and top. 03. Appliances installed m garages or other rats where they nay be subjected to vehicular damage shall be suitably guarded against such damage by being installed behind protective barriers or by being elevated or located out of the normal path of such vehicles. 114. Every factory built chimney. Type L vent Type B gas vent or Type BW ga vent shall be metalled in accordance with the tams of its listing and manufacturers HS. Furnace air ducts in the garage that pus through the Iiving/gaage common wall shell be No. 26 gage steel or thicker. n6. Openings around gas vents, ducts, pipes, chimneys and fireplaces at ailing and . le sl®l have Unblocking, per UBC Sec. 708.2.1(4). H7. Provide frebloclong at 10 -foot intervals in the wall both horizontally and venially per UBC Sec. 708.2.1.1. MECHANICAL AND PLUMBING MPl . Domestic kitchen range and clothes dryer vends shall be of meal and have smooth interior surf aces. Exhaust ducts shall to hnimate outside of the building and be equipped with back draft dampas. Length Limitation (unless o ienvi a permitted) domestic dryer moisture exhaust ducts shall not exceed a total combined horizontal and vertical length of 14 fed including two 90 degree elbows. Two feet shall be dew for each 90 -degree elbow in excess of two per UMC 504.3.2. MP2. Water closet compartment minimum 30" wide with 2' clear space in front of stool MP3. When gypsum wallboard is used es a base for tile or well panels for tub. shower or wan closet cow walla, wager -rr gypsum backing bard shall be used. Ceiling framing mint be min. l2 "oc to support water resistant gypsum board per UBC Sec2512. MN. Water closets no to we more than 1.6 gallons per flush pa WAC 51 -46,47 4023.1.2. MPS. Strap the water heaters at points within the upper 1/3 and lower 1/3 of its vertical dimension. Lower points shall be minion= 4" above controls per UPC 510.5. MP6. Sbowerheads to have a maximum flow rare of 2.5 gpm per WAC 51-46- 402.3.2.2. MP7. Provide non-rnmovehle type backflow prevention device at all Hose bibs per UPC 603.4.7_ MPS. Provide individual control valves of the pressure balance or the thermostatic mixing valve type at all tub/shower combination per UPC 420.0. WASHINGTON STATE RESIDENTIAL ENERGY CODE I I . Indoor design temperature shall be 70 F for heating and 78 F for cooking. WAC 51- 11-302.2.1. I2. Provide ball insulation when the exiling slope is greats than 3;12 pa WAC 51.11- 502.1.4.5. 13. Provide whole house ventilation per UBC Sec. 302.2.2 and 303. 1.2. MISCELLANEOUS MI. A smoke detector shall be installed in each sleeping room and at a point centrally located in the corridor en area giving access to each separate eke nag area. When the dialling unit has more than one ray or a basanent. a detector shall on the upper level. e*aept that when the lower level contain a leaping area a detector shall be placed on each level. When aleoping rooms are located on the upper level. a detector shall be placed at the ceiling of the rya level in close proclivity to the stanway Where the ccihng height of a room opera to the hallway aarvieg the sleeping rooi acetate that of the hallway by 24" or more: daemon shall be placed in the hallway and the adjacent room. Detectors shall sound an alarm audible in all sleeping area of the house pa UBC 310.9.1.4. Toe required ed detectors shall receive their power from the building weeog and be equipped with a binary backup per UBC 310.9.1.3. The detector shall emit a aigesl wham the Wuxi* are low. Ml. Provide minimum 36" landing at all aesmor doors per UBC Set. 1003.3 1.6 and 1003.3.1.7. M3. All exit doors shall be oparade from the inside without a key or special knowledge or effort (a night latdt, dead bole, or searity chain mounted at a heiglo of 48 " or less above finish floor may be provided) per UBC Sec. 1003.3.1.8. exception 02. M4. MI skylights shall be moored at lest 4" above the plane of the roof per UBC Sec. 2409.4. The sloped glazing and Emma provided Omit' taint mow and wind loads per UBC Chapter 16 and Sec. 2409.5. k , • s n, x . a Tn f fined lass, FOUNDATION NOTES FOUNDATION Fl. Minimum 2 "x2"x3/16" place washer shall be used on each anchor bolt per UBC Sec. 1806.6.1(21. F2• Interior stud bearing walls may be supported by isolated footings The width. length and depth shall be 24 "x24 "x6" for 1-story, 30 "x30 ", 7" for 2- stories and 36 "x36 "xl" for 3 -dies. AU pears shall he placed 6 feet on center maximum. F3. Provide II" minimum crawl space under wood joists and IT' wider wood girders or wood to be pressure treated per UBC Sec. 2306.3. F4. Provide minimum i8 "x24" crewlspace access. FS. Provide aawlspace ventilation of minimum t square foot for even ISO square feet of under floor area F6. Foundation walls enclosing a basement below grade to be damp proofed by approved methods and meta iaia. F7. All footings and slabs shall bear on undisturbed soil or fill compacted to 95% Modified Proctor. F*_ Assumed allowable soil bearing pressure -1200 pat F9. Slabs: Perimeter insulation installed on the inside of the foundation wall shall extend downward from the top of the slab for a minimum of 24 ". Insulation installed on the outside of the foundation wall shall extend downward from the top to the bottom of the footing Thermal breaks shall be placed in the slab between conditioned and unconditioned spout F10. Cured mover. Ground cover of 6 toil. Bak polyethylene or approved equal shall be laid over the ground within erawlspacee. The ground cover shall be overlpped 12" min. at the joints and shall extend to the foundation wall EXCEPTION: The ground cover may be omitted in crawlaparrs lithe aawlapace has a concrete slab floor with a minimum thickness of 3 ' / : ". Fi 1. Duct construction: All heating ducts unconditioned shall be insulated to a minimum of R-8. All ductwork seem joint both longitudinal and uasvase shall be taped and sealed. Non - recirculating hot and cold water pipes located outside of the conditioned space shall be insulated to R -3 minimum. STRUCTUR .L NOTES CODES AND SPECIFICATIONS i Uniform Building Code - 1997 Edition 2. ACI 318 -83 Building Code Requirements for Reinforced Concrete 3 HILTi Fastening Technical Guide. 4. Western Products Use Book 5 SImpaon Strong TIC Cease tt s CatsIOK - 1998 DESIGN CRITERIA I Wind Load • pa Uniform Building Code - Method 2. Basic Wmd Speed - 80 MPH. Evasive B 2 Seismic - per Uniform Building Code Zone 3. I • 1.0 3 Roof land . DL 10 PSF LL - 25 PSF 4 Floor Load • DL n 10 PSF LL= 40 PSF 5. Deck Load • DL • 10 PSF LL -40PSF 6 Sods • Auaned 1200 PSF Allowable Soil Bering • Assumed 30 PCF Equivalent Fluid Pressure for Retaarrtg Wall Design 7 Concrete • 25(10 PSI ni 28 days - Cirade 40 reinforcement - Minimum 3" cover for all reinforcement except as acted at retaining walls or ether details 8 Mortar - Type S TIMBER CONSTRUCTION NOTES 1 Lumber grades and allowable stresses shall be as follows unless noted otherwise on plan Glu -lam barns 24F -V4 Fb •2400 psi I ' /a" Maxo-lams E -1 R(1O ksi Fb -2600 pi 2 11/16" Parailans E "2100 ken Fb -3100 psi 3 v2.5'/. & r Parathion E -2000 kin Fb - 2900 psi AITC Certificates for the glu -lam beams to be provided to the building deprtmau 2 When beads imamate top plate. header shall have strap connectors to the top plate each end. Use 2 - Simpson MSTA24 connectors. UNO 3. All shear wall sheathing nails and anchors shall be as detailed on the drawings and as noted in the shear wall schedule. AU exterior walls shall be considered sheer walls Use 7/16" mm APA Rated Sheathing - blocked - with minimum muting 8d common 1d 6" oc. UNO 8d common nails shall be 0.13 i" Ox 2 '/4 " ntimmum 4 Floor and roof diaphragm nailing shall be 64 common id 6 "oc at all supported panel edges and H4 .a 12 "oc at intermediate supports. TABLE 2341-n-1- 40JUN6 SCHEDULE i boa . sal or ,order. meow, 2 IkadRiq m. p.« menial each end 1 l > 12 win r 152 rain, aehllo. r c kaa ach in.. l , lace net J Nmkr .Ann 1 ..: 1:5 mm • lag ...WI.. ,o ax. airs tau w.l Isl r.nlamhfY rm.p,u g,rdrd ldmJ and lxt •,l r e sole Wert m pone ne W ot....4 race d Sole ph. in row or hWeit.. «hex. w.11 parr. Tpix. 10 uwa.erdaa .. R Stud to We plNe 16.4.4 •orris lace nag _-_ Ica 1 Mip (dares rpprN Iwq meta I .1}i/. dle nip peaks, lap .plw I1 11ln YIn0It[Iween pr.. to tab.* or lip plot 108080 .. --- - - _ - 12 KM, P.ru ..np plxc.iwYa i y ire plates ;.p, .,.i �xemxrnmll, fie ra,i tr i 14 f o wn .�r. WHS. Ima� puns ll It Fufwa3 n. m+pi>r.. mewl! . ._.... .. In ( rdFw+a header 10 nod r.enarl -- - 14 e e (d:ryl wan. Iry,a over pnilrorn, lace roil I R litho, pwa m parallel ra era lace Pad l0 Rafter w plan. gewd 31 1 mml brace ., each sled and pat, lace sad 21 I r P• 12 mm r 203 mm1 Wad,. or lea, In each hea,ng, lace sad L I wale. than . R• (25 mm r 2113 1414) ...it h, ea. Aram, law nerd Rea,.mp carne. arch Not., gnder and Ream. 2111«12• (RI l mwla iu.p and nw.on j (Sl mmlplank• -- -- ----.. - - -_ M Word umrrwal pawn and panm:lrienl SN.Mm. and wall Sea., lb ramwgl 1127mmisad4ea . 1IS mw i9 mm1 1' 122 mm -2S owl 1ls• 12emm.12 awl 'mnbmuma warflo ne•wderlwrorn, Ire irlAnne) . • 419mmo«d lent I 122 ww.2s / owl (2. mm. 32 anus, 2] Pant' amber, 112 7wm1 lea. • p 116wm, IN FaerM.rJ abeacArrg _ -- ,12 , assn) IMl rri 'r. iNx am 1st evil net. r iAq rc.l : -_`ill at node aM at ext. R'lrr ex h .serer, c d.r nd . wr No 11 ,a h.. P Ra• No 11 S.. 1. ga . , 1 Omen. panel. 'r a• amt mm) 'Coalrora.w Ma naA may be wed except where Mherer. axed rHa: s geared at h 0.1.411 t2 mml m es.. N edges 12 niches l lilt mm) at wonted., aopp.., ere(. A r. • I t2 mm 1 a. all •orya., when wet" arc 4Rrx'1!e8 (I 21. mat oe more For sad. of wood wsworal boil and pauretawddup ... and ahe•e walla nit. h. Sanwa. tai a :: and 23iei 7i Int wall.aMm, may he c3a„larm. Mrs or snows 'Con.. or deformed Sant `Deformed M1 med shank rCmwron.ersaax lids, or =:.p w..•a erm.r. so the err= ::rwws Worm 2301 , Farm ers spaced 3 ladies (26 mml rte sewer at es1t.w ed,e. aW h inches 1' � a (152 mm I oar cenla x 14414474114.4. ma14414474114.4. `H .!' rrronnwreKgxN roof. aaib..P4,1 +- iMk.doameler 111 mm) bead sad 1 -inch l u win) 1040 fm ''. tint 132 1 rnwl 044414108 am 1 h ,44 win t a Iengr4 Yin - , - ,wh 12U wml dreaeMr,4 r mmry let the reQ.reeae od -i Seas 23(a , Corr- wn- oeaaacsm vapka wino wwnir,d r r. ^ r ' , rrrt,,,,r mink aoww sod I ller,c4 12a mm) keglF lot i I �; Inch 112 ] no. ahea nd • mca 116 moo le.. , 'l,] -wch (31 wml ahexbiag wafarnln,tothe "graemeen 1,f Sicken 230+.3 Iapar,el grpporea x 16 inches (406 pxe Pmt) f20lr" (SW mm ac l if e,. we M s. 6•ns dwawn, od , . l..rk..rlwr..4 mmte.!I Caws ne bank 6.1. x 1 supports 6 .1. 1152 minion pawl ad,ea " . 12 enchea (305 mm1 x roan mediae awpaas _ ports at 24 ivies 1610 PrP4 Caen, of finish wits spaced 6 SW. (152 Patel sin ...edge. l 2 ,oche. SH rotor al iHerm ..',porn RECEIVED CITY OF TUKWILA Jet I. fur iG PERMIT CENTER 6-N .3- mi. —. IHIIjHI gain. /0"a a Otet, 4-4 goA Wit ROAR Copti. PLAW16 all Li 199771 16" 6 vAswin Ira orlon - ) ispisfo sold- ILL —1111-fill it+ Rf.i3Ag 18" 06. Carr Ham. .*4 POMP 16" 0.6. (Q)*fr R 60AR COW. OMR Wriovt pkiz.(.rc La-111E111-7-Al 4 piPi5fugfe0 SO&PI.AN SOIL. 7 POO %ASIA 1 11=1111a1111 bp x fity0/5fuP0fP.--,. cs) Gon; III e" „ cavNici 1 ire q�:1 P9A2 eNfFP PO PAP \j111 •VArit PLAN RECEIVED CITY OF TUKWILA ' 2 1999 PERMIT CENTER