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HomeMy WebLinkAboutPermit B94-0276 - VANDENBERG RESIDENCE - NEW SINGLE FAMILY RESIDENCECity of ?%kwil (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: B94 -0276 Type: B -BUILD Category: NSFR Address: 4650 S 160 ST Location: LOT C Parcel #: 222304 -9104 Zoning: Type Const: V -N Gas /Elec: GAS Wetlands: Water: UNKNOWN Contractor License No.: TENANT OWNER CONTACT BUILDING PERMIT Status: ISSUED Issued: 08/18/1994 Expires: 02/14/1995 Suite: Type of Occupancy: DWELLING Slopes: Y Sewer: VAL VUE VANDENBERG 4650 S 160 ST, TUKWILA, WA 98188 PARSONS LORAIN H 4646 S. 160TH ST, SEATTLE WA 98188 GREG VANDENBERG 11142 8TH PLACE SOUTH, SEATTLE, WA 98168 Phone: 206 242 -3398 ******************************************** * * * * * * * ** * * * * * * ** * * * * * * * * * * * * ** Permit Description: CONSTRUCT NEW SINGLE- FAMILY RESIDENCE. SETBACKS . 0 Back: . 0 Right: Units: 001 .0 Buildings: 001 .0 Fire Protection: SPRINKLERED UBC Edition: 1991 Valuation: 119,425.23 Total Permit Fee: 1,195.18 **************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ■ % it Center Aut S razed Signature Date I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied .with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building permit. Signature: • � ✓o1¢c Date: Print Name: ,1rj- 2 /1 -'P2.5.N 45'%Z -- Title: 44141. 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. All PERMITS ISSUED FOR NEW CONSTRUCTION, REMODELING, OR DEMOLITION PROJECTS REQUIRE CONSTRUCTION, DEMOLITION AND LANDCLEARING WASTE MATERIAL FROM THESE PROJECTS TO BE RECYCLED AT A KING COUNTY LICENSED OR APPROVED FACILITY, OR TAKEN TO REGIONAL DISPOSAL FACILITIES. .Front: Left: CITY OF TUKWIL Department of C;fll,nunity Development — Permit Cent 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER Eiji:1-0Di C9 PROJECT NAME • ► I.f2, a OP ■ SITE ADDRESS Lf x•50 I 3- SUITE NO INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. DEPARTMENT TE APPROVE[ UIREMEN' MME■ BUILDING - initial review KI FIRE - PLANNING PUBLIC WORKS O OTHER 7-27-414K, 1 1111 ROUTED CONSULTANT: Date Sent Date Approved - INIT ,BUILDING - final review N'BUILDING OFFICIAL b a INIT: \e. FIRE PROTECTION: FIRE DEPT. LETTER DATED: 1 "211 ZONING: R E FE R E N C E-F ILE-NOS- -- 9 N/A INSPECTOR: BAR/LAND USE CONDITIONS? MINIMUM SETBACKS: N- UTILITY PERMITS REQUIRED? A Yes PUBLIC WORKS LETTER DATED: - ' IIIMMIIIMEMIPAritommitimm E- INIT: TYPE OF CONSTRUCTION: OF OCCUPANCY? °Yes No UBC EDITION (year): 199 1 REVIEW COMPLETED AMOUNT OWING: CONTACTED b•`' " • OP ■ DATE NOTIFIED �7 1 �, " j (init.) 1 2nd NOTIFICATION BY: (init. 3RD NOTIFICATION BY: t..13q . QO {init.) U-6 !'r j 'PAY m'te Q5. op 4-0q. 0 01/08/93 CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 PERMIT APPLICATION (206) 431 -3670 3ER • L\ ' (jr APPLICATION MUST BE FILLED OUT COMPLETELY DESCRIPTION BUILDING PERMIT FEE'; PLAN CHECK FEE: ILDING SURCHARGE•:: C r't ►Ylt�r r V AMOUNT: 7710CV; RCPT ::# DATE. OTHER: TOTAL: -' SITE ADDRESS RvS SUITE # VALUE OF CONSTRUCTION - $ it q,t-w6 .&. 1 (9 O et c-- PROJECT NAME/TENANT ►V/9,V L CN 5z72. G 1 t S T i:WA)c E ASSESSOR ACCOUNT # acD,3oLi- C1 (OLI (commercial) U Demolition (building) 0 Other TYPE OF M New Building U Addition U Tenant Improvement WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) DESCRIBE WORK TO BE DONE: C „NS 7-1z — r /9 SiN(',L6 f4,i- 'L y R ES.. DC.�c BUILDING USE (office, warehouse, etc.) / /o /"E. NATURE OF BUSINESS: /1-/// WILL THERE BE A CHANGE IN USE? ®- No 0 Yes If Yes, new building requirements may need to be met. Please explain: SFmr.e:r 3.,2s- Cjeennant Space: Area of Construction: SQUARE FOOTAGE - Building: .1 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? ® No 0 Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: g Sprinklers 0 Automatic Fire Alarm S stem PROPERTY OWNER . G. 2r G 1/4/ll Pe.-) 6 t /`..G- PHONE plii;1-33 PHONE 9?” ADDRESS /// 4i, 0._ S^.ri+ PL, So 5'04/#/e / w/. ZIP 7r" /6r CONTRACTOR 5.e. I-' ADDRESS 5A1 in e 4 5 , 13c1 V e ZIP WA. ST. CONTRACTOR'S LICENSE # A-y EXP. DATE ARCHITECT v v' 1912,(2,/, .Z- ree '7-1.1 %G V- PL4,v.c1We_ PHONE �� /08.7 ADDRESS //.5"4L4( i/. e, '77K 5T, /'- FDi►�oc:i) , ul4, � _ P9veS" HEREBY., CERTIFY .THAT I HAVEREAD AND<;EXAMINED THIS APPLICATION AND; KNOW ;T :: BE TRUE>AND..CO.RRECT, AND;1 AM: AUTHORIZED TO• :'APPLY. >'FOR THIS PERMIT E :.SAME' BUILDING OWNER OR AUTHORIZED AGENT SIGNATUR DATE _ PHONE a y1 -3 t PRINT NAME ��12. F ti,./9 Ai e ' ADDRESS ///`f �. i>< pi. s: CONTACT PERSON - /3 72- CITY/ZIPse ,ik 7y-, ti, PHONE,2 4/0/. _33 ,741 - APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. 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. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. 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 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED -a (o-gLI DATE APPLICATION EXPIRES (19-- 11 /22i93 COMMERCIAL D.Cornploed Assossor SUBMITTAL CHECKLIST Twa sets (2) of tho roliowing • SpecifiCatiOnS2:.......,', engInGer Salis report .startibod:bY'lliYVaShinglon.:State: licensed er.igi neer • • ' * ' '' • ' LJEnergy caicuiabons stamped by a Washington State ticensed :•• • Working drawngs stamped .by a Washington State license architect,, which inclu de ..... „ • AtChitectural.drawing Structural drawings Mechanical drawings Landscape plan Six (6) sets of oivil drawings .... . • . • s ubrni rt a ) reqwrements • • • • . . . . ; • Building floor plan showing Entire spa :Where:raCkS.will :be located doors • DimenSiOns:of all aisies a,.':i:...:.. v..,.............':s,.:i..io..'.. :•.:i's•'.:'i.''''E.':i.:..'''.Rf,, '-':.::..'.::. ''',..:'''' :.,.:.- '::„':i'..'•:I..:..,:.A...:''....r':',.t%..'. Y::., '‘'.. , ..•:::..,,:,::,.:...: :... .;.. ','. :,, ..:..:.::.:•'.:,,.b:•. :...... :... ::....,•..P:.,'.!.:.;:',::..:'..,..'.::. .'1i,:.::: .'...•':•,•1:,:l..';:,.:,::',,':.:;', .',' ...•:,'..:...':::'..,.'''.'...:':i:, :'f6:',...''-'. .:',,',..' .P,.''': :..•';',I'.:''..'':':.:'..'M:..''::'''''' "::'' t.::.'..!''':::':•'':,i. ..'':::',,'',,:o0:,'',..,;:::E::.i'...:: t:''.:: :.•:-..:''9.:':,::'',.''.::''.:.a'::'s!..'.•''.:::.:'1;::'':.':.•'•1:.',''%''::'.' !:.:..,''..1,.r P:.'''.':.:'.,'.:,•''1'',1:a'.;•::;.:..'':.'•'.:::. 4:•1::. . •:''.:.i•:..',:•::.• P'' '''''.:''';1..:': '.•.P7 :'':,'.: ''::''.:''..':':. '.''':• .....''.,';:''‘ ..''' 9.''''.:.'.''..'1:.'.'...;..'':.'. ''':'-.1'. n:'-''''::..'.:: '- ' '..'..''..'f As 6i*'.SIt.11P:b9r rvo.(2.ot:.P:::t!::P9::::°::::9:' nc u r-i .sita;tiez99.,.;i:0p10:x10::::i:0ix;9pe;n: .'U;di7P 1"(I:#p,:?1i .b1i.gj10160pl,:;:lenmt: iiL; • '''''''''''''''''::;Wal 11tJii'.. i '''''''''''' '''''''''','':t.-i ''.n'... .': ..''...r. !.. '„. ,'. • '. '. .' ..'.• . .".• ',. .: footage .. •..', :•'...:''..''.:..''........:!:....:.., .. Flop'?'!'''''' tenant '''''''''ico:p'''''''''':::r:;.1.. 7..-.„.'.,..',.;::'.:''...' 1..'':.i pattarns .'..,:s'' h! oontrP '''' CroSs1s97 km s ''''''''''''''''.'d''::. :, method '',: :'':'' ''. :'.''.''. of atachman tior StrL'''''''''''''''ns.orp ed by a vashington.,ate licensed engirier:t'''''''iradt!structural wo rk .isto.bedo ne.(.se la::., ) NOTE;ltanyu 61iiv: workikiO*:46;*:*i4ii(:i0*OiO:fi#1tyPiii)1t:'', ;: •Completed '''''''''''''''''''''''' orte.:•foroaCt.StfitCtUre AsSeSsOtACCOLintAiMibei:::]:i::N tieing off Of the permit Tenant . space, floor.plan 0 Xi • • . and oxit ways on plan . . r---] Structural calculations Stamped bya.Washington Statellicense0 engineer (rack storage 13'iand over) RESIDENTIAL .011=111■1111■1=1. .•.••• ....... • •. petalls.lantenna/SatellIte dish pnd method of attaohmorit [1 $tructurai calculations stamped by a Washington State hcense ' •:. ' ' RESIDENTIAL REMODLS : : • ' • ' ' • ••••••• ; • ' ' '' ' ; ; ;.; ' ' ' ' ; . Completed building pormit application (ono for each structuro) • -.• • ' Assessor .AccouhtNuib. • IWO:::(2)•••OtS:Of worklng drawlngs which inciudo • Site plan Foundation pien Fioorplan 'Roof pian Building eievations (alt views 'Structural framing pians 10n ••• • • and plans must bo submittod .,••• • • • ' ' . ' porlioeteel buifding material ;b014fristalled •-• • • -• ' •"' :str:youre n. STORM DRAINAGE 411 Permit No: PW94-0091 Status: ISSUED Project: VANDENBERG SFR Site Address: 4650 13 160 ST Location: ON LOT C, ON SITE Parcel #: 222304-9104 Wetlands: Sewer: Contractor License No.: TENANT OWNER VANDENBERG, GREG VANDENBERG, GREG 4',% • ,' r ,r,',* CONTACT VANDENBERG, GREG' ----;.,:phi:In,e: (206)242-3398 11142 8TH PLISAA'>SEAZTI..5 ,.. f.96168A 'E 1 lL 1" ' ,. . etlx '.....! t-..::., Al,s1X1 Additional Permit,DegocriptA4n.: 'Cl ROOF DOWNSPOUTA'IGHTC4Nt eINELLITRATidNI'CWBERr'.4../ '':;?1.‘, / -IP `kA .) '" 0. v, ..--T 4'•*4 1, '4 ''';'.5" VA/k Addietval4,Scid'are et: ,'., Existing Square,?Ft,et 4,, Y 4.t' t, New Squar,e4FeetA 24850 Oc'7,1 AP/ A , . ! - J Inspecti.60Fe.6:. , ,i. 4 ,,' 4' le136\, r rd'' At 14i42.400 , A.:-../ ■ , 2,..T .00 'yl.../' \ I \ . ki A• Plan Che Fee..!' Acct Wo.,..;000 345 830 i..,.... Torwitg FEES -, -'---,1>5...00.,j1, --- , k .— 1 / King CountYyluation:: , -4 I ...2 O 425.00 O'd , N , 1 ; e ,..- 0 '''>. I hereby apceptthis,parmilA"-agrvee to.:atild'd-a-11::..wplicable sectionsof the City of T4Wilajpnicip1 CoOKIWOgretfOtherfCity cf t1.1kw,Hailstigl be held harm*s f.bralt ora*/6yailfrie**si,nas, a,Wesult of thisprbj44. Permits WO* havelapseetieypp0,,the expibeAoii".!...4te. shall tl"eciiriPk ap,.,PV re-applicaffon7cand',Areissuance of the perMit. tfir,Ogfi-ihe City at an' additional fee. i.. ,f'"'1,, t' I7/ ,,,.,,, '', ), ‘ t '. \ .el' ,?'' ,i,:v:-° IPi \( I1A 4' J ':) 4 THE APPLICANT\MIJST4NOTIFY THE CITY INSPECTOR or COMMgNCOENT'AND pMPLETION OF WORK AT Eo,EAST 24 HOURS IN ADVANCE. /70'3CHEDUL'iE AN OSFECTIONYtAtL /1-14 433-0179. ,, ., Issued: 08/18/1994 Approval Letter: 08/15/1994 Expires: 02/14/1995 Watercourse: Slopes: Water: UNKNOWN 4 Signature: Date 'V **************** *4****4******. Zk***kk *,pcoowe41*******f*.*.****%k**********k*kk* APPROVED FOR ST 4CE.!BY. lAP Issued By: - _ 4Date 4 7,- - ,..,,, -........,?,;„?,, "iri-vt;‘-------.--4--qc.,7::Z.---'r - ''':'";;:'''''' Auth rized Perilisitiqt .er zsignatilhe- *************** ***********1:444:* I hereby certify that the permit -h4lcie.tAbAs41.aMe and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Final Inspection Approved: Inspector Signature Date • CITY OF TUKWILA Address: 4650 S 160, ST Suite: Tenant: VANDENBERG, GREG Type: PW-SD Parcel #: 222304-9104 Permit No: PW94-0091 Status: ISSUED Applied: 07/26/1994 Issued: 08/1B/1994 k*kk****k*****k******kk***klIck******4(*Akkkkk*AikkAk*kkA4**k******4(***44*WAh Permit Conditions: 1 . Temporary eros i on con tr-.94; ..'"-11).6-..a.s.4.1-.r.esi.i.t,.;5;I:ifa,‘1N-keAmp 1 emented as the first order of .4eilneis--t:o prevenf -5...d1T:eittat ion off- site or i nto ex ts:t1m.gi t o rm. dra i na Rp.i, f a c i 1 i ti4'.'sV,':,,„, 2 . A l l private s t91r-iii-a i nk0;44pife k;6:a 1 1tip e i ther,t, corictke or re i nf orced AD,4/1 p el,. 1 Theat'eth eortAigh,ed nre;tal,ppipleay be ...... ti .. ,. ,.,•,c • "../ .- used for deeff iun, a 13 1 ti e., / L"' A" • n', '43 n ''''' 4 ■ 3 ,',, •.".t • l' \ 14 40 rP4'1 I.IJ..00'P -.4;7:4 •t . '0 iI ,.. A P • -4........,„„ / "sN. ( "...14 ▪ 1 (.; • ./ N ''. 7- ‘,,,..1 . 4 / / 4,1 ‘'t .' . II. ,r^, - • N.. ! 'i 't i V , ,r( 1.-''----2'; ,./ i ,.):\ rt,;.!--------,„ 'f- 's\ .ts. 4,4' 1/4` !., 1 A ,,, L A4, S,.....- ,.-o -t '' sAte.`10, b. Fil 4 V •gcr.r: City of Tull eila C .. � stem - Engineering Division Ay �'9� - �9'/ er Blvd., Suite #100, Tukwila, WA 98188 irl" • P cJ "l! Qc) (l5 Phone: (206) 433 -0179 JUL 2 6 1994 UTILITY PERMIT APPLICATION TUKWILA oJ FOR (--4 (f) 5o ><` > Site Address: MATI,O N Name of Pro ect: 1///A-ipeA. j('2 G 11c�C7 Property Owner: Rer ►fib- ",pc- -.0BE2_ Street Address: /// s?r-lf p ., S, Engineer: C, eC.. Phone No.: A-1747-3 -3 397 Ci /State21 •:..5e-11r7-ce 4/A, W6L1 Phone No.: - 77 -S /7 2- Street Address: Contractor: Street Address: King Cty Assessor Acct #: a-5-.3 s Tox)Es .9 v SeI� .::PERMIT QJESTt 00000000 �. F. City /State2lp: �.�T�.� �'�aS6 Phone No.: City /State/Zi : Contractors License #: A-' /0- Exp. Date: Channelization /Striping /Signing Curb Cut/Access/Sidewalk Fire Loop /Hydr. (main to vault) - No.: Sizes: Flood Zone Control Hauling Land Altering cubic yards Landscape Irrigation Moving an Oversized Load Est. start/end times: Date: ❑ Sanitary Side Sewer - No.: WATER; "!METER;:;.:;;::;:;: Name: r.DEP OSIT / ; ;<< ;i<: <; 'REFUND/BILUNG'• Street Address: Name: :MO.NTH. `Y SERVJ Clti: BILLINGS! >. ❑ Sewer Main Extension ❑ Private ❑ Public V. Storm Drainage ❑ Street Use ❑ Water Main Extension ❑Private ❑ Public ❑ Water Meter/ Exempt:- No.: Sizes' Deduct ❑ Water Only ❑ ❑ Water Meter / Permanent - No • — Sizes• ❑ Water Meter / Temporary:- No.: Estimated quantity: Schedule: ❑ Other: Street Address: Phone No.: City /State/Zip: Phone No.: City / State/Zip: ❑ Water ❑ Sewer ❑ Metro ❑ Standby DESCRIPTION 4F: PF103ECT ❑ Multiple- Family Dwelling No. of Units: ❑ CommerciaVlndustrial El Single- Family Residential ❑ Hotel ❑ Motel ❑ Office ❑ Duplex ❑ ❑ Triplex ❑ ❑ Warehouse Apartments Condominiums ❑ Church ❑ Hospital M)SCELLANEOUS:. INFORMATION':: ❑ Retail ❑ Manufacturing gl New Building DSO j ❑ Remodel/ Square `e5-6 13gst, ddition Footage: 5-Pr CAQ. _v..x.0:39. King County Assessors valuation of existing structures: // ❑ Other: ❑ School /College /University ❑ Other: Square footage of original building space: - Square footage of additional building space: Valuation of work to be done: $ //7 't$ : :1'11EREBY:CERTIFYTHAT:I HAVE READ THIS APPLICATION AND. KNOW THE:SAME TO . CORRECT' Applicant /Authorized Agent Signature: �y �/ - -0 .,/X Contact Person (print name): /' at G- (//0-)D '41.6.4'2a. Print Name: 6 - / 2 E (/#Ai Di x. 5 L^ /2 Address: _kJ if d2 C Pc-, ✓ o 5! i, f'?1 J Date: - 6 - ' Phone: v 4/7 - j 7,• Phone: Oft X -3 3 ?,1)' Date Application Accepted: a I -. I Date Application Expires: & ( •, _ /S 04/22/92 ^x t.z� . ;s <y,- ,FtrP,•e...iv.i;rP b.i ;,,�i<,.r.t 1§ i A h7;:r,w:.. .l ,r7.,.a5ch<✓r,.hQ)<s ******• A:*•** hl t***** A*• kk* it****k*** k**h* ** *h**•***•*******k****JJ *****k CITY OF TUKWILA, WA TRANSMIT k**•*•**** k*• ** * *•***h** *•k * ** *7h *k * * *k ***** hit *•k *k* ** **k * ***•*kk *k•A *k** TRANSMIT Numbers: 94001054 Amount: 25.00 08/18/94 09:38 Permit No PW94-0091 Type: PW -SD STORM DRAINAGE •e' Parcel . Not 222304""9104 Site Address: 4650 S 160 ST Location: ON LOT C, ON SITE Payment Method: CHICI{ Notations GREG VANDCNGERG qiiif SAq * * * * * ** * * * *** * ** ** * * * * **** ***•h ** ** * * * ** *fi •* * * * * ** * ** ** * #i * *r * * ** * * 7M Account Code Description Paid 000/345.830 412/342.400 PLAN CHECK = UTILITY INSP FEE ° STORM DRAIN Total (This Payments Total Fees: 25.00 Total All Payments: 25x00 Balances .00 10.00 15.00 25.00 GENERA GENERA GENERA GENERA GENERA TOTAL CHECK CHANGE 4799A000 10.00 15.00 709.50 ..0.00 4.50 759.00 759.00 0.00 15:16 ******************' k*• kk******* k*** ** ** *k**** ***** * ** ******** *k*** .CITY OF TUKWILA, WA 4 TRANSMIT ***•* ** *k**** * * * ** *A* * *k ****•kk *kk * *•** * ** *kit•*• *** **•k *h * ****k•*k *** TRANSMIT Number: 94001055 Amount: 734.00 08/10/94 09:39 Permit No: 894 -0276 Type: 13 -BUILD BUILDING PERMIT Parcel N94'222304-9104 • Site•Ack.siress: 4630 8 160 ST Location: LOT C Payment. Method: CHECK Notation; GREG VANDEN13ERG Init: SAO *********************************** *. ** * *A * * * *A * * * **AA **A* ** ***** Account Code Descr l'ption Paid 000/322.100 I3UI.LLING - RES 709.50 000/341.703 BUILDING •- RADON MONITOR 20.00 000/38.904 STATE BUILDING SURCHARGE 4.50 Total (This Payment) : 734.00 • Total Fees: Total All Payments: Balance: 1, 195.,.18 1,195.18 .00 4-79 tr. A.A kk * *** * *A• *** ** ** **h *k * *h * ***** kk* A. *•k *k *kkkkhAA.kAk* *AkhkA *k *•k 'CITY OF TUKWILA, WA Reprinted: 07/26/94 09 :00 .TRANSMIT * Ak nth* kkkkhk***• A*** A********* kkk **k *kkk•h•k*k *** *•k *k:l *A*14k:4 ***•kk TRANSMIT Number: 94000877 Amount: 461.18 07/26/947 Q8• "5 Permit No: 094• -0276 Type: 0-BUILD BUILDING PERMlis"" Parcel No: 222304 -9104 Site Address: 4650 8 160. £3T Location: LOT C Payment Method: CHECK Notation: GREG UANDENHERG 'nit: 8L13 All k *A•** *•k** *** * * * *** ***** * *•*A *** *** ***4* **** *fir* * * *** **• * * ** * *•k ** (ccount'Code. Description 000/345.830 PLAN CHECK -- RE5 Total (This Payment): Total Fees: Total All Payments: Balance: 1,195.18 461.18 734.00 • Paid • 461.18 461.18 GENERA 461.18 TOTAL 461.18 CHECK 461.18 CHANGE 0.00 3959A000 15:48 / INSPECTION RECORD wvi —paw Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 .ro . VAotD- `IAFS.0 -, YPeo n .: . .ri: Address: l.lt S 0 S • 1(p B` Date Called: Special Instructions: Date Wanted: ^7,5 i a.ti. p.m` Requester: Phone No.: Approved per applicable codes. COMMENTS: ❑ Corrections required prior to approval. ' %. — ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee mus be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1' INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 eq. LI (206) 431 -3670 Project: ) ( h - CM- 1-.c.. 0, IL— 4I}4149 wit f..Cr. ti :. Type of Inspection: eF 11 y\ Gt \ Address: P a 13 Li c tpro ruc-s ri NAI-- r i to t461-' %ASV --- (L -LA G.► J*' (, tiT;. t D� W, ,,a A re%0. G r- (It' c L— A,caNCE It (:; v.r4 Date Called: Special Instructions: c �'C . t V1'1 �� ► ? , �� .� J Date Wanted: /`I / / G am. .m. Requester: G r c j VC- t,►ic.l r',1 1 arc Phone No.: _ 3 3 ,s,, ❑ Approved per applicable codes. 1kz Corrections required prior to approval. • COMMENTS: Ohl- S(.44,i iA APPIt -bv%V. ( h - CM- 1-.c.. 0, IL— 4I}4149 wit f..Cr. ti :. cl R4. blr t• A L-. ■ P a 13 Li c tpro ruc-s ri NAI-- r i to t461-' %ASV --- (L -LA G.► J*' (, tiT;. t D� W, ,,a A re%0. G r- (It' c L— A,caNCE It (:; v.r4 S) C orn Pt c—C -G-• , '. 4..5.' Inspector: Date: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I'at i INSPECTION RECORD• Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Protect: ype o nspedron: , to/ Address: ,,1b r0 5 ,. /1 Date Called: e / �� Special Instructions: 2 Date Wanted: U1 . // 49J m p.m. Requester: (II , 0,./t, (Z(/)(/' Phone No.: 2.4 '� . Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: a AN., . P V A Pry ►�.�-� -- ,APP (1/4-6\,k;"0. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. lfi INSPECTION RECOR Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project: f (J -/ , [iL� ` type oI 1 s ion: J �� Addle ..14 Date Called: f Sped I Inst ctions: Date Wanted: �-�+ Requester: Phone No,: ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: ' , b 41 /asi FT : 2_— ,pry 7 6 &d , %, e--S 4"1- aW7, d4 ei u-4 d�P�t -r fr /Sol —, / S S 744 e4 •-, / y lays. de, L 1,0-1-1 eti, /1--a ) An.— - 721-- fit'' {�/'yr �►�`. G►YA- "/ Inspector: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. uate: Receipt No.: art :...1_.... t_v SPE • N 0. INSPECTION RECORD. Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188,.. •roect: T ( Q1Y1. ,),.c �( ypeo nspect n: ��I a:3_ I`ve affea. Address f t� , c Special Instructions: C ps Date Wanted: _._. Requester: — lone No,: k- 4 `c r' "' C! 2 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORDS Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION a'1d O2-7G PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2C(1.6)231 3-3670 t—iLA Project: V A1,40 .51J6t& it-C1-7 Type of Inspection :.zcarta,„) Address: Li 6,50 S, j to 0t. Date Called: 1 r 1 Special Instructions: µ,,t1 1 Date Wanted: -- ! q _ `i S— am. p.m. Requester: Phone No.: 42 339 8 Approved per applicable codes. O Corrections required prior to approval. Inspector: o $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. t INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 ro ePct: A,d,-),au ypeT of Inspeal° --/LbAvv‘,. . Address: 41 use S. (Dv S`. Date Called: /, /.L Special Instructions: w. (1-70 Date Wanted: '�1 Requester: G Phone No.: .c -' .59 g ❑ Approved per applicable codes. • MMENTS: Corrections required prior to approval. ii ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. ecelpt o.: Date: INSPECTION RECORDS) Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431-3670 Project: \ I v N t•1D 'e'r'4 b'el-Q-.• Type ot InspectisoLm) —..c.:As 0 L,A1--LN■) Address: L\ bso s. 1 (00427- Date Called: Me-Wanted: ( 2-'7- 9 4 ahl.G' Special Instructions: Requester: E5- Phone No.: Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Inspector: Dale: 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection. !`:•.,:• • INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION V 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 IV ect: 1 1 11 111-P ype o nspection: ... A _ I..' ress; ; I :toC• ed: . 0 Special nstruct ons: Date Wanted: .s' q am p.m. Requester; � ref Phone No.: ` N • ,[Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ' Inspector: :/ ,/:9- , ❑ $30.00 REINSPECTION FE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. IFieceipt No.: fie: INSPECTION RECOR Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 oa7co PERMIT N0. (206) 431 -36 0 •roe : \Jalna-2nDerC, y ypeo nspecton: o w woLo Address: 1.4 1.05 5 toa D Date Called: ` ', 1,1 _ l Special Instructions: D Date Wanted: am. p.m. Requester: /^ r �� Ptane No.: � Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ' a nspector: ❑ $30.00 REINSPECTIO FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. IReceipt No.: Date: SPE •N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. Project; 1 r� � Vq � ype o nspectron; O L, n_ a t ( l Address: f „sD O 0 Date Called: q _13_614 Special Instructions: . Date Wanted: vt 13Yr1� `-� m. p.m. Requester: fob Phone No.. ik Approved per applicable codes. COMMENTS: ❑ Corrections required prior to approval. Inspector: ❑` $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: INSPECTION RECORD* Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION PERM NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188] _ .. (206) 431 -3670 •roe • / ype o nspect on. ,,,, .✓ it . iI!•.%� • s p 00 17 .teCale•: . .. l / tr Q • aI Instructions: Date Wanted: '' e:7 q 4 am. .m. Requester. Phone No.: 2 -_ a.a Approved per applicable codes. COMMENTS: ' ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee rnust be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection. •::, „�„-- .:,�[A'QRa�►.A,'�4'���� , 1,:a �.u�.,va.�S�4'Y7Fs�f. :�oenma t City of Tukwila Fire Department t John W. Rants, Mayor TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name \y//liq / L- /),,e//7 Address ! /L^ 7.� : �(' //i Thomas P. Keefe, Fire Chief Permit No. %'7 ! U ' Retain current inspection schedule Needs shift inspection Suite # h. Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: 5 h` / rI f ) /1 Authorized Signature FINALAPP.FRM D te T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575,4404 Fax. (206) 575-4439 CITY OF TUKWILA Address: 4650 S 160 ST Suite: Tenant: VANDENBERG Type: B-BUILD Parcel #: 222304-9104 Permit No: 894-0276 Status: ISSUED Applied: 07/26/1994 Issued: 08/18/1994 *************************************************************************** Permit Conditions: 1. No changes will be made. by the Architect and the TAKW:14Builifing 2. Plumbing permit shall-be obtOned through theS*0,tle-King County. Oepartrnent.of Publlc HealthPlumblng inspected by4Mi ege,nenOticiAnql gW01pinJ',4V (296-4722) 3. El ectri cal''Armi t shall be 0 tytifh (e a ' through tholkWashin1 „ .. -,, 3+ , State DtrysiOT 04 Labor,a'nd Irdustri es and3gpli eleCtrziceTN:, % work w iAlvbe.fl'ilispe6ted' by that t\fa deli cy (248-6630) Am/ , 4. All melanical orOhall be under 'separate pe e. i 'i4“11)f4° oug 0' - the Cfle, of Tukwil. *s:3„ 1 ,1) . 1 \■ .g,'" , v ,:' ,1, „;,0 <A, 5. All 0"mits,S, insP'ectiolfirecols, Ad approved plan s6)11\ b , mairliOned4Vaipble at: the .40-'slt,e„prior to the , , , itiaft*„of anyOlndruktion. These-doohientsAre to be maintat48 avlpblutcti1 final , apOr6vOL is granted,. 6. Notd ffy the City of.''Tukwila,,BOitding-;,0vision prior to plactng any concrete. %Thisll,proCedUneis iniaddition.to'ar) c- 3 , 3 Nk requirements for spectaT Anspecticip., 1./ • . J " i 7. There shall be no-occupancY-',0f,the'bOilding(s) until the finalt inspection has been lbdintOted by the Tukwila Building Inspector. , , 8. AllV,,cOnstruCtion to be done in cpn*orjance with approved plan`sya4lrequirements of the Uni,form\Building'Code::*(1991' EditAOn) as emended by the Washington ttate'8utlding Code`'-' f?a ._ r • ' Unifommechanical Code (1991 Ed,ticin),'an'd,Waihin46ton'StatePb ,. Energy0de (1991 Second Edition). 9. Validityof Permit:. The issuance. of a-perMit-pr approval of: plans, specifications -and computations stiallJnotbecon- i strued to be a Ip'Omit far, or an approval of, anYvfolati,on of any ofvthe,proOsions of'thts.pode'Pr of any ,other, ordinance of .the jurisdiction. No permit presuming •tpAive authority or Violate or \cancel/tWpPvisions of thts:'code shall be valid; '' ''', ' * ,, (', ',:,-:; 3 ft • W.S.E.C. CHAPTER 5 - Component Performance Approach ik VANDENBERG HEATED FLOOR AREA Chapter 5 FURNACE AFUE - 78% WINDOWS Milgard Vinyl BUDGET 13•Jul•94 1957 COMPONENT CEILING - FLAT 768 0.036 27.648 CEILING - SCISSOR TRUSSES @ 24" O.C. 742 0.036 26.712 VAULTED @ 16" O.C. 0.034 0 1, VAULTED @ 24" O.C. 0 0.034 0 GROSS WALL LESS ALLOWED GLAZING @ R-19 .: 2190:45 0.062 135.8079 GLAZING 0 0 0 (@15% OF F.A.) > 78% AFUE ' , 293.66 0.65 190.8075 DOORS I 40.6 0.4 16.2 0 0.4 0 SLAB ON GRADE - R-10 RIGID (LH 86 0.1 8.6 0 TOTAL 405.7754 PROPOSED = = = = = WALL LOSS - 2"x 4" WALLS 2240.8 0.082 183.7456 0 0.06 0 GLAZING - ALUMINUM 185.6 0.6 111.3 GLAZING - LOW E 0 0.38 0 SLIDING DOORS / FRENCH DOORS 67.7 0,5 28.85 SKYLIGHT 0 0.67 0 DOORS (default) 40.6 0.4 -46.2 CEILING/ROOF LOSS FLAT - R-38 (Baffled) 768 0.031 23.808 SCISSOR 742 0.043 31.906 VAULTED • 2"x12" @ 24" 0.C. 0 0.034 0 SLAB ON GRADE • R-10 RIGID (LF) 86 0.1 8.6 TOTAL 404.4096 = = = = = • BUDGET 405.7754 PROPOSAL 404.4096 SAVINGS 1.3658 a6,50 .5. /60 RECEIVED CITY. OF TUKWILA JUL 2 6 1994 PERMIT CENTER Name: 1991 VENTIL ION AND INDOOR AIR QUALITY DE SUBMITTAL FORM ..., 1. Activity,: Date: Minimum Size = Maximum Size = 0 Required for VENTILATION SYSTEM SIZING (COND. SF M51 X AVG.HT.,�' ,__ X .35) / (60) _ 103 CFM (COND. SF 1551 X AVG.HT. 1 X .50) / (60) = CFM Additions, Integrated Systems or Homes w/ >4 Bedrooms. SUPPLY VENTILATION SYSTEM (Choose one) 12/Integrated System w/ fresh air introduced into return -air duct. Motorized damper will be included. ves /no (Highly recommended.). D Window ports at each habitable room. Ein. = net 4 sq.in. each. ❑ Wall ports at each habitable room. Min. = net 4 sq.in. each. ❑ Not Applicable. EXHAUST VENTILATION SYSTEM ,SOURCE SPECIFIC EXHAUST VENTILATION (Choose one) Intermittent Exhaust Location Min. Kitchen 100CFN Bath 1 50CFM Bath 2 50CFM Bath 3 50CFM Manufacturer, Model CFM -.25WG CFM -.1WG W.House Sones CFM CFM yes /no CFM CFM ves /no CFM _ (• CFxr vno _ CFCFM CFM,esyno 1. 01-bt) FLWcri. a� . CFM ves /no , 1. Laundry 50CFM • 50CFM !Iliar ❑ Continuous Exhaust Minimum: Kitchen = 25 CFM Manufacturer CFM CF1' Y.E.ELEM Baths & .Laundry = 20 CFM Model ❑ Not Applicable. wHOLF HOUSE EXHAUST VpLMI, :TiO ??_ SYSTEM (Choose one) - Combined use of .source specific fans as indicated above. ❑ Separate Whole House Fan (c). Location }:rr,ufacturcr Xoriel cry.-.2f c CFY. -.1WG CFM CFM c re. CAN. £ones D Continuous rystem above u/ Ldd /tl. port (e) , of Cn:. 0 Integrated a / (Rot ) q prcccurizcd r �cte�: �• no c�:.i►auct. l:ot =0�lcAix'�l�k�. ❑ Not Applicable JUL 2 u y,;n O 5‘ 1647.4: 1171riJV,r:.r: q,5 TRACT "C" That portion of the West half of the Southeast quarter of the Southwest quarter of the Southeast quarter of the Southeast quarter of Section 22, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows; Commencing at a point on the East line of said subdivision which bears North 0 °49'37" East 215.00 feet from the Southeast corner thereof; Thence North 88 °42'41" West 56.72 feet parallel with the South line of said subdivision to the Point of Beginning; Thence North 88'42'41" West 107.99 feet to the West line of said subdivision; Thence North 0 °51'05" East 114.82 feet to the Northwest corner thereof; Thence South 88 °38'45" East 75,00 feet along the North line of said subdivision; Thence South 0 °49'37" West 81.52 feet; Thence South 43 °42'41" East 46,96 feet to the Point of Beginning, Subject to and together with an easement for ingress, egress and utilities over, under and across that portion of the West half of the Southeast quarter of the Southwest quarter of the Southeast quarter of the Southeast quarter of Section. 22, Township 23 North, Range 4 East, W.M., in King County, Washington described as follows; Beginning at a point on the East line of said subdivision which bears North 0 °49'•37" East 30.00 feet from the Southeast corner thereof; Thence North 0 °49'37" East 255.00 feet; Thence North 810'23" West 20,00 feet; Thence South 0 °49'37" West 24.01 feet to a point of curve from which the radial center bears North 89 °10'23" West 40.50 feet; Thence Southwesterly along the arc of said curve concave to the right 63.94 feet through a central angle of 90 °27'42 "; Thence North 88 °42'41" West 24.13 feet; Thence South 1 °17'19' West 20.00 feet; Thence South 88 °42'41" East 14.95 feet to a point of curve from which the radial center bears South 1°17'19" West 40.50 feet; • Thence Southeasterly along the arc of said curve concave to the right 63.29 feet through a central angle of 89 °32'18 "; Thence South 0 °49'37" West 104,62 feet to a point of curve from which the radial center bears North 89°10'23" West 25.00 feet; Thence Southwesterly along the are of said curve concave to the right 39.47 feet to a cusp of curve; Thence South 88 °42'41" East 55.20 feet to the Point of Beginning. ALSO: The North 10.00 feet of the South 40.00 feet of the East 70 feet of said subdivision. NORTHSHORE LAND SURVEYING 19706 80th. Ave. N.E. Bothell, Washington 98011 (206) 483 -1020 REIVED CITY EC OP TUKWILA JUL 2 6 1994 PERMIT CENTER 4-93- oO-2-1-- C. City of Tukwila Department of Public Works NOTIFICATION TO RECIPIENTS OF PUBLIC WORKS UTILITY PERMITS John W. Rants, Mayor Ross A. Eamst, P. E., Director All Public Works utility permits have a standard requirement listed on the first sheet: "THE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. FOR AN INSPECTION CALL 433 - 0179." This is being emphasized and brought to your attention due to an increasing number of developments where this action is not occurring. In some cases, construction has not been completed in accordance with permit conditions a ' id City standards. In situations where required notification has not been given to the City Inspector, the developer is proceeding at his own risk and may be required to remove and replace nonconforming construction. You are urged to review each permit and set of approved plans thoroughly and comply with any conditions or requirements stipulated. For clarification, the City Inspector referred to above is the PUBLIC WORKS UTILITIES INSPECTOR, GREG VILLANUEVA, WHO CAN BE REACHED AT THE 433 -0179 NUMBER. Your cooperation in this matter is required and appreciated. 00 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179. • Fax (206) 4313665 • City of Tukwila Jul 14, 1995 John W. Rants, Mayor Department of Community Development Steve Lancaster, Director GREG VANDENBERG 11142 8TH PLACE SOUTH SEATTLE, WA 98168 RE: VANDENBERG Dear Permit Holder: Our records indicate that on Aug 06, 1995, one hundred and eighty days will have passed with no inspections having been called for under Tukwila Building Permit Number B94 -0276. Unless you call for an inspection, or obtain a written extension from the Tukwila Building Official prior to that date, your above referenced permit will become null and void on Aug 06, 1995. If your project has been completed please call for final. If you are actively working on it please notify our office. If you have any questions or need further information to obtain an extension on your permit, please call the Tukwila Building Divison at 431 -3670. Sincerely, Kelc e Peterson Permit Coordinator Department of Community Development . 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • fax (206) 4313665 • City of Tukwila John W. Rants, Mayor Department of Public Works NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: PUBLIC WORKS ENGINEERING DATE: AUGUST 15, 1994 SUBJECT: Vandenberg SFR Lot C 4650 South 160th Street Project No. P94 -0063 Activity No. PW94 -0091 Contact Person: Greg Vandenberg Phone No. (206)242 -3398 Ross A. Eamst, P. E., Director THE FOLLOWING PUBLIC WORKS PERMIT HAS BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON AUGUST 15, 1994: Permit Fee Storm Drainage $ 25.00 v i$ q4, Two copies of the confirmed Utility Permit Application Form and approved plans have been inserted into the permit files. JAP /jap cf: PW Inspector (w /copy of application /plans) Development File (w /copy of application /plans) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 431-3665 City tf Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 John W. Rants, Mayor July 29, 1994 Fire Department Review Control #B94-0276 (512) Re: Vandenberg - 4650 South 160th Street, Lot 0 Dear. Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. City Ordinance #1626 requires a fire hydrant to be within 250' of the nearest point of the building in the route of vehicular travel. Your site plan indicates the nearest hydrant to be 370' away. Installation of a fire hydrant to meet the requirements of City Ordinance #1626, shall be required for this project. 2. In lieu of the hydrant requirement, you may install an automatic residential sprinkler system. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1646) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1646) 0 City f Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 John W. Rants, Mayor 3. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 4. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.601) Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 10.301(a)) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, ��7lL The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd NO °51'05'E 134.91 IIZo.op __ r N 88° 40' 45 °W Its M .141 o' 61'OS'E 1(1 11 114. IA' Pre IN ORDER TO EXPEDITE RESPONSE SY EMERGENCY SERVICES (POLICE, FIRE, MEDICAL AND UTIUTIES), ALL SSE CLEARLY RD VANI DD/OR AASS Im s 2 Paws a: t>ttwowAy ANO W60 chit NEW Wylie NEwsly y .E mat _eon" .. Atl tu►I -4 PLUS r_a s __ . V NO °49'37 "E 299.63T 3 F.ftISTIN6 coMatETE. C.talt5 wi M0 AG PAVED ORIJEW,t$0 ENTRAtd[E 1. •70' GENERAL NOTES 1. ALL WORK MATERIALS SHALL BB IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OP THE CITY OF TUKWILA UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. A SET OF APPROVED PLANS SHAI L BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 433 -0179. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BB APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3 ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPRuXIMATE AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATE CALL 48 -HOUR LOCATORS, I -800- 424-S5SS. 4. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF 3 (TREE) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. PRIOR TO SCHEDULING THE • PRECONSTRUCTION CONFERENCE A PERMIT INFORMATION SHEET MUST BE SUPPLIED TO THE UTILITY ENGINEER'S OFFICE. TWENTY- FOUR HOUR NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. S. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 6. INSTALLATION OF CORPORATE STOPS. WATER SERVICES, LINES AND METERS 114 THE PUBLIC RIGHT-OF-WAY WILL BE DONE BY THE LOCAL WATER AUTHORITY AND SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE WATER AUTHORITY. 7. WHERE A WATER MAIN CROSSES A SANITARY SEWER, A MINIMUM VERTICAL SEPARATION OF 18-INCHES SHALL BE MAINTAINED MINIMUM HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAINTAINED BETWEEN WATER AND SANITARY SEWER FACILITIES. 8. WHERE A WATER MAIN CROSSES A STORM DRAIN LINE, A MINIMUM VERTICAL SEPARATION OF 12 -INCHES SHALL BE MAINTAINED. MINIMUM HORIZONTAL SEPARATION OF 7.5 FEET SHALL BE MAINTAINED BETWEEN WATER AND STORM DRAIN FACILITIES. 9. WHERE A STORM DRAIN LINE CROSSES A SANITARY SEWER, A MINIMUM VERTICAL SEPARATION OF 12-INCHES SHALL BB MAINTAINED. MINIMUM HORIZONTAL SEPARATION OF S FEET SHALL BE MAINTAINED BETWEEN STORM DRAM AND SANITARY SEWER FACILITIES. ..wv.a1slc OHM SITE PLAN PERMIT IRED FOR: CHANICAL CTRICAL PydM81NO . CA3 PIPING CITY of TUKWILA BUILDING DIVISION MLR COPY 1 Uidors nd that tho Mon Cluck cpp:-.. :': rto aabieot 0 cobra and adman and cpprcv:1 of Oro does not *Soda M MIWon of cny d000d coda flan IM MO of co.nnors miry of *Woad OMB mod, tendier- Dls r/8'-,pe leant Nw if5C1 a Or) In REVISIONS NO DIMMER SHALL BE MADE TO WIINOUT PRIOR NOS a0LRI RIIAIMONN 1! S an AM NW MOWN COWL PW1REaPlvs. CALLOUT ITEM LEGEND: ® CATCH BASIN TYPE 1 P, RIM ELEVATION 363.0, INVERT ELEVATION 4- INCH PVC = 361.5. INSTALL OUTLET CONTROL AS SHOWN IN DETAIL 1. CENTER OF CATCH BASIN IS 130 FT. NORTH OF THE SOUTH PROPERTY ® 13.5 63 00 PEB EHDPE CATCH BASIN,, RIM ELEVATION LE3 INVERT ELEVATION 4 -INCH PVC = 361.4. CENTER OF CATCH BASIN IS 130 FEET NORTH OF SOUTH PROPERTY LINE AND 23 WEST OF EAST PROPERTY LINE. 0 30 FEET OF CHAMBERED LEACH FIELD SYSTEM MANUFACTURED BY • INFILTRATOR SYSTEMS, INC., BASE ELEVATION = 360.4. NORTH END OF LEACH CHAMBER, CENTERLINE, IS 126 FEET NORTH OF SOUTH ® CATCH BASIN TYPE IP RIM ELEVAV ELEVATION 3 0, INVERT ELEVATIONS OF 4 -INCH OUTLET PIPES =352.5. INSTALL OUTLET CONTROL AS SHOWN IN DETAIL 1. CENTER OF CATCH BASIN IS 411 FEET SOUTH OF NORTH PROPERTY LINE AND 13 FEET WEST OF EAST PROPERTY LINE. 30 3 -I -INCH WATER METERS AND SERVICES WITHIN THE RIGHT -OF -WAY TO BB INSTALLED BY THE LOCAL WATER AUTHORITY. WATER SERVICE LINES FROM THE METERS TO THE HOUSE PARCELS TO BE INSTALL BY THE CONTRACTOR. ® CONNECT 3 -1 1/2 -INCH DIAMETER SCHEDULE 80 PVC FORCEMAINS TO EXISTING SIDE SEWED STUB AS SHOWN IN DETAIL 3. 07 48 FEET OF CHAMBERED LEACH FIELD SYSTEM MANUFACTURED BY INFILTRATOR SYSTEMS INC.. MAINTAIN A MINIMUM COVER OF 18- INCHES OVER CHAMBERED LEACH FIELD SYSTEM. TYPICAL FOR PARCELS Be C, AND D. SEE DETAIL 2. ® 24 FEET OF CHAMBERED LEACH FIELD SYSTEM MANUFACTURED BY INFILTRATOR SYSTEMS. INC.. BASE ELEVATION =351.2. SEE DETAIL 2. (el 3.1 1/2 -INCH DIAMETER SCHEDULE 80 PVC SEWER FORCEMAINS. MAINTAIN 2-INCHES CLEARANCE BETWEEN PIPES AND BED IN SAND 4- INCHES AROUND. MAINTAIN A MINIMUM OF 18 -INCHES OF COVER OVER THE FORCEMAINS. MAINTAIN 2FT. CLEARANCE FROM EASEMENT LINE. 0 GRAVEL ACCESS ROAD 12 FT WIDE BY 240 FT LONG, ALONG EAST PROPERTY LINE WITH A 20 FT WIDE BY 65 FT LONG BRANCH FOR ACCESS TO PARCELS B AND C. BRANCH HAS TWO 40.5 RADIUS AT INTERSECTION WITH NORTH -SOUTH ROAD SEGMENT. SEE DETAIL 4. ® REMOVE EXISTING FENCE. CITY Of 11801U1 APPROVED ABBREVIATIONS: Cw CONCRETE SIDEWALK EXIST. EXISTING W.M. WATER METER STORM DRAIN ELEVATION EACH CATCH BASIN WITH MINIMUM UNDERGROUND SANITARY SEWER SQUARE YARD FEET SD ELEV. EA. CB •/ MICR. U.1-. Ss 8.1. FT. TC TOP OF CURB RAY RIGHT -0F -WAY LINE AC ASPHALT CEMENT PAVEMENT IE. INVERT ELEVATION AM MANHOLE D■O DRAWING O.C. ON CENTER MAX. MAXIMUM CLR. CLEAR CONC. CONCRETE S.F. SQUARE FOOT 0.11. OVERHEAD W1• I -INCII WATER SERVICE DRAWING INDEX CI SITE PLAN C2 DETAILS AND PUMP STATION NOTES LEGEND RIGIIT.OP WAY LINE EASEMENT LINE EXISTING CONTOURS -- L�.354 SLOPE ARROW --L%6_ a PROPERTY LINE OWNER: VANDENBERG PROJECT ADDRESS: es/4 so O. 160TH. STREET Lot C aft OF TUKWILA JUL 2i;i�;'t MAW CENTER �. C•1. • .' .r. • �j • ir:iE: e S - �..• • VANDENBERG Sp SITE PLAN REVISION ST APAR. 'ATI D R$I°NKOS D RAWN 3M CNMCKED� APPROVta D ATE S• ZO' 4 PILL NO+ G 1 S cALI 1'I20 PIUS 11oo11-1AIBL.... rYt.M •P hM,12Mb 1 LIST OF MATERIALS: I. FIBERGLASS TANK 24 "ic60 ", MINIMUM. 2. 1 1/4 -INCH PVC SCHEDULE 80 DISCHARGE PIPE. 3. 1 114 -INCH PVC CHECK VALVE 4. 1 1/4 -INCH, BRONZE TWO PIECE QUICK DISCONNECT S. 1 1/4-INCH GATE VALVE 6. 3/8 -INCH STAINLESS STEEL LIFTING HANDLE 7. NEMA 4X JUNCTION BOX 8. 1 1/4 -INCH PVC ELECTRIC OUTLET 9. STAINLESS STEEL GRINDER FEET 10. DIMENSION REFERENCES: A- 28- INCHES B-24-INCHES C-60- INCHES D-18-INCHES E- VARIES WITH TANKS. l NOTE: SINCE THE I.00TION OF THE SEWAGE PUMP SYSTEMS ARE APPROXIMATE THE CONTRACTOR SHALL VERFIFY AS -BUILT ELEVATIONS OF PUMP SYSTEM TO PUMP SUPPLIER PRIOR TO PURCHASE OF PUMPS. PUMP SUPPLIER TO VERFIFY PUMP SELECTION FOR ACTUAL SITE CONDITIONS. PUMP STATION' DETAIL W.T.S. PUMP STATION NOTES Sh 6o 1. HYDROMATIC MODELS 020011 . 2HP SEWAGE GRINDER PUMP WITH 2 STAGE REVERSIBLE CUTTER ASSEMBLY. OIL FILLED MOTOR. TANDEM SEAL ASSEMBLY, CONNECTION BOX TO HAVE AN EPDXY BARRIER AND COMPRESSION FITTING WITH EPDXY ENCAPSULATION OF STRIPED LEADS. 4 -INCA SEMI OPEN IMPELLER WHICH CAN BE FIELD TRIMMED TO MEET VARYING CONDITIONS. 2. PACKAGE CONTROL SYSTEM FOR STATION CONSISTING OF: HYDROMATIC SIMPLEX Q CONTROL PANEL WITH THREE UL LISTED MERCURY LEVEL CONTROL SWITCHES. AUDIO ALARM. NEMA 4X ENCLOSURE WITH HOA MAGNETIC STARTER, OVERLOAD PROTECTION 120 VOLT CONTROL. 3. 24 -INCH X 60 -INCH FIBERGLASS BASIN WITH ANTI FLOTATION FLANGE. FIBERGLASS COVER, COVER SHALL BE EQUIPED WITH 1 1/2 -INCH PVC TANK FITTING FOR MOUNTING VENT, ATTACHMENT OF LID TO TANK TO BE GELCOATED INSIDE AND OUT TO PREVENT WICKING, TANK AND LID TO BE GREEN IN COLOR. 4. PUMP CAN BE REMOVED USING GALVANIZED CHAIN ATTACHED TO THE PUMP AND A 3/8 -INCH STAINLESS STEEL HANDLE ATTACHED TO A BRONZE TWO PIECE 1 1/4 -INCH QUICK DISCONNECT FITTING. DISCHARGE PIPING SHALL BE SCHEDULE 801 1/2 -INCH DIAMETER WITH A 1 1/2 -INCH PVC FLAP TYPE CHECK VALVE. 3. 1 1/4 -INCH BRASS GATE VALVE WITH 3/8 -INCH 303 SS HANDLE EXTENSION TO ALLOW OPERATION OF THE VALVE FROM THE TOP OF THE TANK. 6. 6-INCH X 4 -INCH X 4 -INCH PVC UL LISTED NEMA 4X ELECTRIC JUNCTION BOX WITH 1 1/4 -INCH MEYERS HUB FOR OUTLET FROM TANK AND PVC COMPRESSION CORD GRIPS FOR THE FLOAT AND PUMP CORDS. JUNCTION BOX SHALL HAVE REMOVABLE LID WITH GASKET FACING STRAIGHT UP. 7. PVC SCREENED VENT WITH 180 DEGREE FITTING. 8. THE SYSTEM SHALL OPERATE BY THREE CONTROL FLOATS. ON SUMP LEVEL RISE, THE FIRST FLOAT SHALL BE ACTIVATED BUT WILL NOT TURN ON THE PUMP. AS THE LEVEL CONTINUES TO RISE, THE SECOND FLOAT WILL BE ACTIVATED AND WILL START THE PUMP SEQUENCE. WHEN THE LEVEL FALLS TO THE FIRST FLOAT. THE PUMP WILL TURN OFF. IF THE LEVEL CONTINUES TO RISE ABOVE THE SECOND FLOAT, THE THIRD FLOAT SHALL BE ACTIVATED, ENERGIZING THE AUDIO ALARM. 9. THE PUMP STATION PACKAGE SHALL MEET THE REQUIREMENTS OF THE DEPARTMRNT OF LABOR AND INDUSTRIES ELECTRICAL INSPECTION DIVISION FOR RESIDENTIAL GRINDER PUMP SYSTEMS. 10.PUMP STATION SHALL BE SUPPLIED WITH 230 VOLT SINGLE PHASE POWER WITH A 30 AMP BREAKER FOR THE PUMP SYSTEM. TIMES AND HAVE A SHALL OVEN RECORD OF SERVICE CAPABILITIES. THE PUMP STATION SUPPLIER SHALL HAVE A PAST HISTORY OF MAINTAING PARTS INVENTORY FOR THIS PUMP SYSTEM. PINOVIOeOSalO ere 111111 troma one pots Ben Slonaor0 Plan for Wahl -ta 4 I• •3 Oar MOp +a O , • •S Der hoop 0 " Misr Section . 0 • Muir Seatlon •S as each corner *Saar each stds •S Dar In bottom hnli�fN11 es perfect unmasked Irdiilltotive surface Precast Dose Soctlon (Measurement at trio tep , of IM Dos CB TYPE IP W /QuTLET CONTROL N.T.S. NOM Catch Seen to N'eonstructod In accordance vtth AStM c 410 IAASHIO M ill& ASIM C 110 unless of irvta shown 0n plans or 11111410 01 the Standard Spsctflcotlons, As on Neopla01e eternal, to report welded ides Wale nosing o minimum area of 04 square Inches per foot mos Do used Melded vire fabric ena carat to AStM .1 451 1AASHta 11 mitre 'Melo than not M pbCed In the cutouts, IN Dot tole of the pretest boss Notion mop M rounded. Cutouts moy to on ON 4 sides with madman d10111/er Of Hu. Cutouts may M ,HMr round or b• shops. Pipe to Ds Ihetaned In factory swooned cutouts. IM•toper on 111 ibis of the Precast DON Nctlon and rlsor soctlon shams seised Y!'•If1. Catch boson trans and profs than be In occordonc• vhh Standard SOeclflcotlons end not the strength requtr• moms of fiordSpectflcotton RR•►•St10.MOtkp surfaces SOON W flnIIJ*d to assure non•rockIng fit. frame and pate may be instated wllh Mono, clown or cost Into 'Isar. Ili INSoMNDOR.SPAM 4 "NYGPIPS Top ANO to OPEN CHAMBERED LEACH FIELD DETAIL N.T. 5. 17.1 �6f -►1 • - .... • 1'p }.yid..• sew rii� S Fea;,.1 1.01•oil. 2" wet GRUSHEO Raft 4 "- I VO CZOSMED Roc & Soda No ve,lical sit Intrusion Mlaro.leocNng Cnomb,xe^• (Nomad fagoobttiel) Native Sol 5. C5 'TYPE IP WALS. w Stn P6 C. SIDE • (Qt'IST.) 4"SIOE $EWER TO GgSTo36I A1SE ` / �►5' 3� - 4 W+IES W / IVefeuSHIN65 4f ei t •fv CAP Ct4R00Et 77 4" SuRVACE CLEMOOUP 3- %v eiv/Ee VbersEMA1kIS FORCEMAINS COWIJECTIOIJ DETAIL Net S• • CITY OP TUKWILA JUL 26 f,,:,', PERMIT CENTER a VANDENBERG alle PUMP STATION NOTES AND DETAILS RIMIONON eV ApPR. OATS OtstoNeo GCs DRAWN nM CHiC11EO APPItOVen DA1e 6 -2O -94 MIS NO. CZ kALt AS SNWWIJ ssa iooec - AaeL-.. •NtITP u °w wwwXi�ii� f f F i- �- �wii�ii uwxw w w = w% ui' ' iiiiiiiiiwmmw •qx wiipapumiwu FRONT ELEVATION 1/4• • I' -O' r ma RIGHT ELEVATION V4• • I• -O• 1341.oat 3 .5 • LEFT ELEVATION I/4• • I' -O• • 411•■•••j c REAR ELEVATION I/4• • r-o• CITY OF p Iu AUG 17 1994 BUILD DIVISION arrolrfinmA JUL 26 1984 Ir arwrw OP II 1111! IPPA fe,,10,1 I'JtIJ iri ' OOP= MT app MIRING JULY O. IN4 *CMS V4' • 11•0' map wt 144$ / $INN ww ONE PATIO PATIO dii;i! 'Tr 441 Isiili Jt3i IIllhiI iI:! DINING 10•-2 . s-O• BERM -4 lo. -o.. lo'-o• ZERO CLEEAARANCE- PER TERMS OF U.L. t. LISTING & MFG'S INSTRUCTIONS LIVING RM GARAGE lir : r roar UPPER noon LAM ASOVN �� ' 1 �N /' NaD.o. I NI". ". Z I 9'.7' OVERHEAD litlialliSHrie a� X 1 N. t.4. w-&• t-o. MAIN FLOOR PLAN NOTES: ALL BEAMS /HEADERS TO BE 440 DF /L12 OR BETTER UNLESS SPECIFIED TUB 1 SHOWER STALL NOTES: PROMO! PIREBLOCWN6 BETWEEN STUDS LIMIT SHOWER FLOW TO 1 &P.M. WALL SHALL B! WATERPROOF TO A MINIMUM OF 10• ABOVE DRAIN INLET ALL I GLAZDIO, INCLUDING WDIDOW$. BE SAPETTYor1VAVRSAIN INLET. SHALL BUILD 0 DIVISION OATW JULY R3. Ma OflYOF1YKAA JUL 20�;�!, PUUff On a No 1-1111 / GP-1114 L + 1 itsoa • UPPER FLOOR PLAN 141 50. PT. ROOF FRAMING PLAN I/4 - r -o' NOTES: COY of TUMWILA APPROVED AUG 71994 BUILDI D VISION ALL WEANS /HEADERS TO Wt MIO DP/LI! OR WETTER UNLESS SPIcINlo ALL TRUSSES, SMALL CARRY MANUYACTURIR S STAMP MANN MACETURSETwR 6L&it• &E AC�NICAT�IO�t&ISID TO SMAL____�IOT�OOCALCYMNSE AILOYT L RAVE DESIGN DETAILS AND ORAMNGS ON SITE FOR CRANING INSPECTION. ■.�....��...�......., .�...._ _- ..mow -.-.. •.v..')Mti' P1111 HP 11 a lea 11 illog 7. Oda= 1Y MP WRING INS THREE Lissoalc to• -a L." I «a Dr /L rJ I- 1. 1 ..... �• •_.�...a• L.J 1 r •• !r -r 1 0 t; F M€ONC . fa ray T-J - 'r a.DM a ho �:�'?} .}ice �' 62 .— ...F.. ..{. _.aL.- L L _ J L_ '_i +�± Sj ON el 1 A�:"�ACt •. ()boss r L —I DA CRAWL SPACE .001 MA. - LAP JOINTS W • $OINDATION IIALL b i1 %dN9t&t IN UNEXCAVATED 1: Na LAS ova —VA 1: CONS WO' !LOCK w -r .•-a• i jI L -r 1 - — 2 -r ©Nor M POUNDATWN .ALL alb 1 Y SrACS tvryi�lplflp N AT1r r!R Ca p2clenNTD It•t• r aaoawDDdo NIN I ?■O• ••A[LO16RWM / UNEXCAVATED LAS Ova" iAlihdrifir r Watt 1 L, 1 • ¢—L r' vas r -• FOOTING 1 FOUNDATION PLAN I/4• • r -O• tar 4 rig vr- ,I, • -0- COY of IOWA APPROVED AU8 7 1994 ', I, BUILDING DIVISION ar T WM JUL 2 G 13;Yt OMB Ii cti CC w as z w C cal CC g 0 �t NNW POUR BUILDING SECTION A -A I/4••r -o• COMMON TRU1111 • S4' O.C. - --y uI OVIItZANO BDRM -2 COMMON TRUING • 9• O.C. FAMILY RM FOUNDATION GARAGE $ =MaLA/ OVIR I N BUILDING SECTION B -B I/4' • r-o• 1311-1-oa% COMCnT1 1LA1 OVSR Irir mu" • 18 111111 TIMM • 4•'MAAft�A►� 4610 SECTION AT STAIR t/4' • P -O• ROOP CONSTRUCTION ROOPI(IG PER SPECS ON P.W. SHEATHING OR rIA' W/V MAX GAP (SHAKES ONLY) ON MFR'D ROOF TRUSSES • 24' at ISEE ELEVATIONS FOR ROOF SLOPE) R :• INSULATION INSUL BAPFLE W/ r AIR SPACE VENT BLOCK .006 V.D. /1• GYP. ED. I/2' G.W.B. .004 V.B. R -IS INSUL 9•Id• BTM PLATE 3/4' T1 G PLYWD 6' R -N 84 • TOP 1 BIM OP WALL 1 • CEDAR FASCIA CONT METAL GUTTER CIA' STUDS • 16' O.C. 1/2' COX SHEATHING _•TYVEK' BLDG WRAP LAP SIDING PER SPECS CONT RIM JOIST '119' CEDAR TRIM ATE. PLATE R 9d • B. • S• ae. 84 VERT • 94• at 11-1/9' CLEAR) '' CONC FON WALL 9 -/4 CONT. 11• CLR PROM ETM) co-4. MA DRAIN TILE 6'42' CONC PTG TYPICAL WALL SECTION SCALII 14' • race ROOF CONSTRUCTION ROOFING PER SPECS ON I/2 P.W. SHEATHING OR 1.61• W /L' MAX GAP (SHAKES ONLY) ON MPR'O ROOF TRUSSES • 94• at (SEE ELEVATIONS FOR ROOF SLOPE) R -)S INSULATION INSUL BAFFLE W/ I' AIR SPACE VENT BLOCK .004 V.B. S' GYP. BD. M m1 °,j 61 dA 1/2' G.W. .004 V.B. R -13 INSUL 14 • TOP 1 BTM- - OF WALL CEDAR FASCIA CONT METAL GUTTER CONT RIM JOIST 9'610' CEDAR TRIM 9•.14' STUDS • W O.C. t /9' COX SHEATHING •TYVEK• BLDG WRAP LAP SIDING PER SPECS 111611ATE9 PLATE 412 aitriAls. • 4' at 84 VERT • 94' we. 11 -1/9' CLEAR) C CONC PON WALL 9 -/4 CONT. (Y CLR FROM BTM) 0-4' DIA DRAIN TILE 19'86• CONC PTO TYPICAL WALL SECTION GARAGE SECTION WALL VP • r-0• Cm OF BMW APPROVED AUG 1a 1994 BUIWDI O DIVISION of OF TUKIRKA .1111 2 G IOW MINIM) silty .1 ' 1 Ji1j;f R' '311- �•1'i�I a '.1 rr j let j it 814111 1 gitS 1 8 • 0 2 7/ I -I/1' H.R. 1 -1 /96 PROM WALL RETURN ENDS TO WALL OR NEWEL POST 1 -I /M TRQAD5 OCKING T OP EA. RUN 1-1/S STAIRSIPEACCEESSIBLLE. UNDER 3 7•41• STRINGERS RISE AND RUN ARE AS SHOWN UNLE55 OTHERWISE NOTED IN THE DRAWINGS PIREBLOCKING REQUIRED ALONG STRINGER BETWEEN EACH 5TUD TYPICAL STAIR DETAIL SCALE: I/7• . I' -O• ;,%1%:N4 PER SCNrouu OVER FINISHED PACE OP WALL - --I -1/7• DIA. HANDRAIL RETURN ENDS TO WALL �OTN SQ_IAM CONNECTION 1/4PInJ Ga { }fri 'MIYM✓V ) r?FAT P1 t:, POST POST NOLODOWN WS PELT BRASS WALL BRACKET AT (P-O• O/C MAX. ANCHOR TO WALL WITH 1/4•x7• EXPANSION ANCHORS. 16 Nrdtd' CONC PTG BEAM ® CRAWL SPACE DOUBLE JOISTS TYPICAL HANDRAIL DETAIL DOUBLE JOISTS UNDER PARTITION - -PLOOR JOISTS 4• SLAB r-- -STEEL RASE PLACE 1120 2111 ORR)IINON TO SI SAM) AS /VOTING THIC011800 TYPICAL LONORUDMAL POOTING RENPORCININ FOOTING WIT COD TO I OSINIp PI0112800128812 TMT! Wt. Td• CONT PLATE- 7.4• Al 4' -O. 0'C TYPICAL STEPPED FOOTING 3/4• - I' -o• STEEL COLUMN BASE INTERMEDIATE PARTITION BLK)G PLOOR JOISTS - 47• (H.U.D. MIN.) — WOOD P05T 1.114• TOP PLATE PLOOR JOISTS 51MPSON JOIST HANGERS 14 DOWELS BLOCKING Is TYPICAL "FLUSH" BEAM DETAIL P. IAN. TOP 1 IOOIS KIR/ SIMON 11I01 2 RIM) rr• SOLID SLOCIOM Vr 0.118. ON roe STUDS • sr O.0 TYPICAL COLUMN CONNECTION SLOP! SILL 3/4• MIN. FIXED GLASS SEALANT 1 SECTION AT CONCRETE PORCH 1�4 EATING BAR 10 TYPICAL SILL - FIXED 6 3 FLOOR JOIST BLOCKING 2 -YK STUDS - NAIL SHEATHING TO EACH STUD Id NAILS AT 3' O.C. ALL PLATES. HEADERS. 1 STUDS APPROVED HOOKED -END WOOD TO CONCRETE CONNECTORS WITH 24001 CAPACITY MIN) 2 -1•11 PLATES - NAIL SHEATHING TO EACH PLATE I /1• DIA. A.S. - 1• IMSEDMEN' 24' LATERAL RESTRAINT PANEL Cm OF 1URMIMA APPROVED AU6 1., 1994 WISE) NTS NOTE: FOR USE 94 GARAGE END WALLS AS SHOWN. IP A FLOOR INTERVENES BETWEEN POUNDATION AND BRACED PANEL. THE PLYWOOD SHALL OVERLAP THE RIM JOIST AND SILL PLATE. PROVIDE HOLDDOWNS. BOLTS. AND PLYWOOD NAILING AS SHOWN. PROVIDE SPECIAL DETAIL IP USED ABOVE FIRST FLOOR. 1 OMAN SY CLINT SEWRIGHT DATE AUGUST 34 PAS ELECTRICAL SYMBOL KEY •A DUPLEX OUTLET 0 INCANDESCENT LIGHT. CEILING •Q DUPLEX OUTLET )SWITCH ONE SIDE) Q- INCANDESCENT LIGHT. WALL MOUNT •r DUPLEX OUTLET (WATERPROOP) 0 INCANDESCENT LIGHT. EXIT. CEILING •9r DUPLEX OUTLET (GROUND PAULT INTER) „ale Ow INCANDESCENT LIGHT. PULL CHAIN. CLG INCANDESCENT LIGHT. PENDANT. CEILING •6r'011 DUPLEX OUTLET (WATERPROOP GPI) '-' DUPLEX OUTLET IPLOOR) Q INCANDESCENT LIGHT. RECESSED. CEILING sew DUPLEX OUTLET (GARAGE DOOR OPENER) INCANDESCENT LIGHT. SPOT. CEILING OUTLET IS WIRE. 220 V.) INCANDESCENT LIGHT. RECESSED SPOT. CLG. • OUTLET (HARD WIRE. 220 V.) C'j PLOURESClNT LIGHT. SURMCl. CEILING -A- SWITCH II POLE) GO EXHAUST PAN -w- SWITCH (3 WAY) a IMEll LIGHT / PAN HEAT. LIGHT. PAN UNIT 1 SWITCH IWATERPROOP) ID JUNCTION BOX DOOR CHMES 0 THERMOSTAT t=om BASEBOARD OR WALL HEATER i 1 I SMOKE DETECTOR CIO V.) Cs 11 ELECTRICAL PANEL. RECESSED TELEPHONE JACK. WALL \ / C PAN W/LKiHT 7 TELEVISION CABLE OUTLET. WALL • ♦ CHIMES BUTTON I / \ 2 -YK STUDS - NAIL SHEATHING TO EACH STUD Id NAILS AT 3' O.C. ALL PLATES. HEADERS. 1 STUDS APPROVED HOOKED -END WOOD TO CONCRETE CONNECTORS WITH 24001 CAPACITY MIN) 2 -1•11 PLATES - NAIL SHEATHING TO EACH PLATE I /1• DIA. A.S. - 1• IMSEDMEN' 24' LATERAL RESTRAINT PANEL Cm OF 1URMIMA APPROVED AU6 1., 1994 WISE) NTS NOTE: FOR USE 94 GARAGE END WALLS AS SHOWN. IP A FLOOR INTERVENES BETWEEN POUNDATION AND BRACED PANEL. THE PLYWOOD SHALL OVERLAP THE RIM JOIST AND SILL PLATE. PROVIDE HOLDDOWNS. BOLTS. AND PLYWOOD NAILING AS SHOWN. PROVIDE SPECIAL DETAIL IP USED ABOVE FIRST FLOOR. 1 OMAN SY CLINT SEWRIGHT DATE AUGUST 34 PAS • GENERAL M) 1 SP ss��IN�CL►LA�y* I�•RUNACS•uup N/AT/PACR NR NONµt°• WRVS e Ar HAVE 7 TO P A.r •• A G N a MM$a �7 T 1 Ma AAN ROWM�p!tt AA� rag *1ST= 1 NE . TD q01 1p u .C. d t e THAN • L16N7. VINTLAnOIL AND SANITATION PKATN1)CN Al. YARD ONTCO 70 A 3 T♦ ON MR OP NiMLDVLpOT TIN NNNTLL MO � p� anN- MAIP�tI� 1� IT MA . �R�p A .,,Ap Imo. T CARAT, 170• S SQUARE Tr. 11 /108 A NO CARA CP°MT. ,rt$;rutntu MAM NOT 1.33 OON ARRA OP SUCH 10044 33 TM PEST NC DOS IS/ I-MALP flN MANY TMI U.I.C. 3. VENTILATION - ALL HANTAW NWT A OpQpR�AANN IL7 ssmA M PROV NATIR�AALL vita aCYke A O LNYA�q "-RAT If 1xTEN ISTI MMW UAII7LI.wi & is AY °MPRTOyIOMO• Ap N°SUUCCH ISM sNALLC1jM1CCAPAAINLI OI PROVOING TYr�OO AR CNA GM PEN HOUR IN ALL MAIMIAINLII OOCCCCUPANT TAMCTMM01RI M CTS° MI 114IMMOTON STATE MOW COOS AND NC DOS fN W.C. •._1hlTATTAMTlIIMIT - ALL�ATNRrit YAT!* CIONT SHALLL 011 PRTOVOID WITH N111 T44R•AL ND sNTLNATIOI r s MEANS OP OPIMASLI 3 TIMOR OMAN f MTM ARRA NNUOCM LESS M 1O1 A MTH P T U LAOOON A AOOP SMALL MVOOp H NAWT PANS COMNICTID DIR*CTLY TO TIN OUTSIDE OR OTN1R VENTILATION SYSTEM. APPROVED BT 41H1 swan OPPICAL HAVE A CAPACITY ASHMaTON STAMTTS INIRGY COTDS AND NOTION D0S W U.S.C. `pCO��p TO 114* O�UTSIDS OR 0T/N* VI SNTLAATION S TLM3APPAPPRS OVED ET f RULDMG OPPICAL HAVING A CAPACITY' OP NOT LESS THAN THAT MOCROO M TIM MSHMGTON O LPCCIi40KKRcHILB RA I°XHA4IS? HOODS ALL S IucOYCT.ORR COMPLY** DYT WITH CNAPTIR 101. MMTTN PAUL TN Mt3RIO. euRPACIS. MOON 404 ANSD� CNAPTN 10. 444 C. DIIRRCTLY TO CLOTH'S P M AN ARR°AxTHANTTEISD HASRAEL! OR COITMNIN& OTM1R PULL- IIRNNO APgPUANCIS AND SHALL PERT TOO PROVISIONS OP ODA SMAMWAACTIRIW3 1NSTRYCTLL NO113 AND RECONIRNDATN)NS. SECTION 4401. Y.M.C. S SAM CLOSET COMPARTMENTS PRIE M 30' /1D! NTH 44-0. CLEAR SPACE M PRO ST. SEC PI f0. W.C. 1 SHOWER STALLS SHALL SE RSLATIVIILr $MOOTS HARD. NOMAISORS*NT. AN0 NOT ADVIR3RLr APPIC7Ep SY MOISTURE TO A MIGHT OP NOT LESS TMAM 10 INCHES ASOVS TIN DRAM INUIT SECTION 00 0). Ude. WOOD PRANDSC 111 SHOWER STALLS SMALL M PROTECTED PER SECTION 3114 0). Y.E.C. • POUNDATORS POOTMW AND POUNOATMIS MASS 0TH TRy�TAPPROVED MA TIN sICO NO a►)OAL 1117044°00_ CONFORMANCE MASONRY'. CONCR�/T MIA TRl LSD _ TM= DEPTH AS H TTA11R NO 34 A UNLESS ANOTMIR DEPTH IS RICH UNDID sr A POYNDATON oSVE,TIGAtION. IICTION NOT (0. Y.S.C. 1. *3TUNE° ALLMAN., SOIL SIARMO YAM 1000 �MPP.. PIRA YP1Ip=DSTI iN °P0 THOS S •ALL • TTOIINNTPLACID I MVO PILL WALL WAL M &M SC? TO sac TION$ 9303. 910). AND 4. CO SLOPES PORNPINR►MANNIT �U*CAVAT10M1 SHALL 31 NOT _ _STNT1�3q �ApNO TO 1 Mp °Tint y3ILLMpTsI TATIIOtN I OS TMSS SPRI M D ONLY MP'ONTM°A�t�q °11NA TO TM MOM °L 440 G K a AEI* PLA 1W6 COUNTY USG. AND TIM A 881131116 SWFIORNt DM°UlfA cs tpARLR iylM72411 �111N 7147: �ATIONA (R/R�'. ANCMTO)RA6R MOWR/MI�I p1 ea �xtA-1 TI act ILWW/...oriS TIIR ADAM NT 1MIiNT anti ruin* TW LOOT��N1M1AA mat; A 1 pG1411�1 tItAA�L 31IS C �lNI1 � IC�RM4 r°IL 1f73� AND 1, 1 Sri Nr�� �P A�•LL�i{a n � q°A TOVp NATURAL m TO DECAY OR ANDP4� 10CArOl SMALL PROT IECTT AA°TALlA1NLGt1°° IANTM A1�p AT LINT 1 IIMMppll AIOV! `T - PL MC�TRWpIyIlp11�N1gr1�.1/. mama SPACE it 7LILAIHpm27113.C. Y00D ocattr S.UNDIR WOOD N'a INC�TON 1140V i NA21D ACCESS. MOW= 31 Wain 0Tel/a 011140M. FOUNDATION NAU.S A B[LOS MSC ORS. SMALL -PR OUTMDS Sal' o tIa DS AND AT! • MAMMG t b SIN AMINO •YMNMEND-4a RO.�tNR L µLL MRS A 3TA Au= APOR DINO T aD / MGTRI��lLp� NARK A ! TMIPICOAf! O/ PeCTION sl' AN APPROV/0 AOIMCr. RCyO�N�ORM TOIj7 {� 072. i ORS. INS TION A! MEAT10 YOOD UNDER IO�^D�DD!!T�*110 P0113 /HALLLL SO TO OuALiT OP TM PRODUCT AND A C 1 o STANDARD NO. 9h13. 99. PRAMS NAL= TO M IN COMPUANCI 11TH TAW • 33. WOOD NlMNR1 !NTRIENG MASONRY OR CONCReT! INS sICTWN NET AIR IL use ON TOP. 31440. AND NTu NOT LISS LS SUS tHAN 711 sN ° r4AMWVI MTM A MOP Ll1I*LO1 M° WHEN PRAM= Oft SHALL NI OP 4slMN 01 THS EMI 8 1 PO* AN ADDRWNAL &TORT. SUCTION 23!110 4. UDC. BHA HAy A. 000D 11110,11 MO MARINO T AREA PERPENDICULAR OAnu III / VALUES u. 3 PO* CONVENTIONAL COMTRYCTION. 711* 11103 a =ARUM 1I MOl D OR MET NOR ! THAN S ON MASONRY INCEPT Mall SUPPORTED ON A M RB.ON TRIP NAZUO TO ADJOINING STUD. SECTION 9411 f0. 9 W.C. 4MAMRII NI OOPP PIRMI A O GIRDERS JOISTS WALLS OR PJ1%JI NOR! THAN JOST DEPTH. NC7)OM SSA 10 S. uac. 31. UarTs y�oa AND PARALLEL TO MAIM PARMION3 SHALL 3! OOWLID. SUCTION 3411 M. S W.C. PARTMOO PULL IEA11M SMRICMpN N. Y.B.C. ANDM3bta�DGMS/ OIID KOCNMO/T CROSS 3810440 PER SOOMOM 3305 fW. YS.C. !•. PRl1TOPPIMI AND °RAPT/TOPPING SMALL M INSTALLED TO OJT aP ALL CONCIALID CRAFT °FININGS NOM ItT1CAL AND HOMONTAU. SECTION 31116 YS.C. ANp Bp pM1, ;s:RY SILT ICON TMlC*10111 ON�TA 0 a0117TANONNS°TNAA Otte to MID U3.C. rr A e°14 NO. 93-)1. S• . STRUICTYRALLOMMLOORING TMBIT 11.00011e o ST*MI SHALL COMPLY W701MO141B SECTION a). LU 71). USG. e. OPTS *TERM IRMT1AM OIRA1 TO � 7RT t0 ANp PO. TAABLE MG 211-11-11 MT 1 M ACCORDANCE MTH QRRSIIT AS WELL AS PIOUR° NO 3•-L mac= smut Ale NMI ORNIS-ShO sasecnosts, PpP�ROMior.S ALLALL ORIO A pWF A • MARY COV1�II�" MST- pO").11M10ILYSr liallo DM TIN TO TO PROVO! AND OP f141 1N�TIIO L1STOp R NCTIOMS LINO 3 Man T YRRO. O(CO*T�OI CI d TIN OLLAWN0 CRI°W°TIRIAA TILL Tp°M1110VCs TMN NNRS TMs METING SLOPE 41 OrY' 1 1 HOR190NfAL TO 5 VORTICAL, THE TOO OT C WALL Si ANYMID TO M AT TM! TOP ��►IOt71�1O FOUNDATION AND AND A PP1410 DRAWN TAON� TO OP 4S Ma TO Wuctio MATT 70* 0L.. W AT Oa TM SLOPE. 1*4 MA L IS OF TN SLOP. SHALL M MIAIaD PROM TIN TOP OF TM YALL TO TM =II TOP OP TOIHNN pSRLOPS. �N M FIRM MAT3RIAL MTM ANF°d13M1RM�TSAICMt 3. MT3ACK P50/1")411 SLOPE SIRtP �T TO PROVIDE AND LATIMAL FOOTING WITHOUT =MIL IIITTLIIRNT. As PROM= �AyB FOIL M sLOSINC 1011 Tr �A030YA 10 IroLLf CRfTORIA THE 11f7RR LI M NIAMROD PR AM PROXC�7�M'UPWARD �/T }MSBBTTO�M TM OP 0411 R'SLOPTQ�p THE C. u%g. TOW �STHBALr' IOIMLL TO O 1! MALB Y Sms spu Mf•0I A oMO1RO i•.{ L nal RTOURSD sr PORf1N0MgOPPPTI41 P00 IAN NTIRIC 17 ape LTAL CAPASLI .IFSI^I°M•0 0 101PETMS MT1R M TIM POOL NIALL 111 STRIPPER LMA41 _ fio SLOPE 11 ar seTIOUT TAW SCATHING SHALL I rW00D AM IMTI4�.°%SE -S•1 s'PDN�iART DIp ioAMa ORru S7MSS AMALYII AND /OITAIL* lL M T MIND 3r AN A ►P* TA OPOP IDR /ORALS IIALLELM OI 10. OUTS FOR° PEMI 10 MNKCTION) SY AN��yTN�W, MNOyOHKLp3. lOINTIRID AN TOM Mall OIBNT7/DOTOO A Al. TRSSS MA rU� AND =TAIL��s TO OIVIlION D. UM / _APA� B 3 O Y T HANGERS CUTS OROOR ° TNA°MJOMOTIDNOOMBIC�)A�lp PEA�p *117 OSLO ro •ONO• TAAl1r ° M3O0'CC AIOMNPPORTMO EALLO 00 T IN z W!•ART Sri TAM AS O AND *HALL . DON 7141 ROOF fU L � • TIMN 1.D. MINERS sOA ND V SHALL M DIMGNED AS M. RAIKIR 1411 MA)OMm • O.CIP ICILM� AS MISTS RS 0M= •NSA I *oT CU 4 LOC. PAs y ANY NN;11M0 D TOT AL! ALL IOW 341CH M O. POWDAt10 ! A77IOD�A ON ORADir ?HI TOP MINI NO S�O�PB AyR� POYIrATION SHALL ONCTIA� TON AN py�p C. o1VIe1 A pM� D Ra wl 1 % MO �Pp/,�Ass TO MATI41BR As 5000 IWD jy 1• EDIT 'AB t AMATIDT t 10 L WPC TM) OR Areatil 011 WO A •161 ellcia N TROT4"! Y -/ rMPC. T nleutr *ND TA°►! 4.1911 f N AT �`I C DrTO NC iIOADI.O. eirstrO :NM4 °M• • =TIMOR WALLS SIN 10. Mel AN °RMOTION 9SN0 0 411TUAD T� yy O OTTIICCTgTN�TtallRIOR D .MC� TANDARD NO. 17-1 AND N 4401• n uuCgTINO�Y°N II Ip AU..CT°CMµ/LY ITN 74111 PROVISIONS OF OM SECTION °N°4s W.C. LOAD LOAD THAN VINE= sMOP? ASTPROV1010 %tM IS NOTION 350. U.O.C. 44!01!!83 • *ARAM /CARPORT FIG O A IOC ARA f RO D PM OIIA` /IRK yy��l�� TRUCTION ITAMD AND CSILMO / p 0 LL CI I N!I ul.c. IL D00114114117 AC1 ��pjR� 0 503117*4 TN RS. SECTION ICI er°� AND l54 7 i T IN 1/..a 11111:600N �G/ARAGE CROUP I ISIONN Iter 01 1MCK 4717:31 C. . neraM P°°TURPwtoies. a5:01Tguastota rO WC air II MI ARRAS OPERA___ tTlID FlOOR ACI1S SHALL 1111 OP 115 AN 3MATERIALS �Sl�01 fG*OU 0. 3 °� AN AND A *PORTplGIott N. Aso DVISIQ�,N 1 OCCU�PAANCYI CMS. Nt ONTM$IY OPEN ON TYO OR 11081 SAS. 3S 101 1.). Y. .C. • mats R1OUND IMO 1S A CONTINUOUS AND UNOBSTRUCTED MEANS OP Nona �TTO A PUBLIC EAT OP LAND !S! NATIIATLLETTMUNOSSTRUUCT D FRO TM MIN GROUND TO TM at WMCM N DSIIOso. MEDICATED UOR 007RM3RNN W MID HHAVINGG A CLEAR DIM OP NOT LOS THAN Id mamma OP s'K' -r. ON ONO (0. 1 mu St !VERT 111111111110 110014 SMALL HAM AT_IJIMIT OM MOM TAALLL HAM T MT 1157 OM MGNG a MIGHTAD M N� SHALL M 24 1NC 8411 PIANO 11N°1MINca 001 WITH ORM SIGN 'JMAAS ASIANS a M ON NISCU0 TM1r emu. VHAAEVOE A MCSNED 3LL NH! 7N0� USG. THAN 41 MWA3 AEON° TM3 FLOOR. N. PRONTO. TWO MANS a MEM PORN ALL FLOORS /MOM 7143 SECOND .TORT. O*C SSO1 10. 41.11C NOTE, P V_PMISINp ROO -PL t THAN EON 00 TM TOTAL ~LB 1 1COMM" a MOM THAN D FM ABOVE GRADS AT ANT PONT MICR USABLE OR uNYSlD uN0*maooR SPACE SHALL EN CONSIDERED As A STORY. SECTION 420. U.S.C. ALL CORRIDORS SHALL M NOT LISS THAN St' WM. SECTION 1303 M YB.0. It ALL ROOMS COMPIESIND A DUNILING UNIT SHALL MAYA ACCESS THROUGH AN MTIRIOR DOOR TO OTHER PARTS OP TOW D3.LLMO UNIT. NC710N 1104.14. KING COUNTY CODS TITLO 7E. • UMW CONSERVATION It THMMAL INIYLATNON RROURSM1M76 TO COMPLY 1WTN {tLtl.0. p 1N�� OUCH AS VAIN *71011 MARRIRRSMWWt S.A.a11544 PAPERS INSTALLED FLOOR /CIRAMNO�AffRMRt41. ATTICS MNALGL HAVE A 01 MR- SPRICAD° RATTPING NOT TO °711NN°TDESTTED M ACMKS NNA Nt1T IL°.C. STMANDARo O. •9 -L SECTION Las, us.C. lxCIPTO�NyS,. Lj°NvN WCM "'VAMP/IA.-LS P AR8 M /WN.�_1LH0 .111 11TH ALES THAT °cOTa INSTALL= T NB 0010. MOVMD CONTACT PITH M Ma7V000 3NRPAC1 a TM CRLM . • SOLID PI4L BIRNNO APPLIANCE, FUEL IM MO PPUAIIM MCLYD* AIR -TIGHT PARPLAC� STOV_ 80011 NEATIRS/PRIPLAC° ISpNplyWp�TMVS{S. PACTONT /�ILLT MI PLACES. AND P34lPLAC! TIN PRO"LS. VB10RS OP NC� TIOM O• /UA.C. COMPLY TN • MATING yam} ;PAD Sel. MEATPID FACILITIES CAP OP pOyP�°MAMTA NNG 1NpN NA�IM��NTAWF AROOMSPOM1111NTIN OYTSp PLT.MPlRAT1 ALL N AO MOLf IISPECIN 34 TIN NN S.S.W. AND SECTION M. A. PM NSW = 10111114114? LOCATED OM THE LAZING RIVELOPE 111 001314710* Weft TM W.SB.0.1 SHALL OSTAM COMSYSTIOM AR PROM �Itc S. PUPATING TM PROVISIONS a mown s0. t1=M MUMS IS A TM aA M LM O W1ReH ENCLOSE CON *PAC! THROUGH WHICH THORN% NAT TR TO OR PROM BT�IyNpA1NTINA IIOyA... MOaC. WO SECCT,ION Err �pN NT 71411 PROVISIOIMNS 00 113. �Ame. RR ommeBT°N4I3ynas wa. so . SOS • SO MAC. y�1.001111.9 At A Tt jOCT nmvvT AND ML INSTALL= TO W73D. *1CTWM 0AY9 �1°AI�AO/TSPACCES SHALL N SO Atl 111 uMDM AT A► refit' ANCLOSRD ACID 1/ISf sSISR THANA IN A MAN • ALONG NCSON Tot TM° r e NNpp 1MATNO . • , • AI A• 1 Qg A4)I�IL. rm'^ I IntiktN/T 0 00 OP • NAVIN 1� SOCTION U. MAMA T OA Y. AR-AR PYRNACO INSTALLATIONS I C Ana OR =ACM =ALI COIIKY WTH Ni WO 1 1.11.C. N A A AD t.,.lIyRpNR SNAIL CL 181 TARIM NO A Y N 11V3111 •O yYR A7N.y�11 01101117. Liar. Nt��lA101a O. I N .C..H° fu. U..C. W. A 1111N� A MAD NP7tIjLM M liA ILN�M1U1I�T AL SlCT10M°•Od M. VAC. Mess P YIN�� T 11 TIR1 MAIL t_iIl ROOP A MD NOTit LBTED /f°spN►�01M1�11�. SlCI'IG�1 t{O co. IOW. �Ir� pat. 11�„QRA N1 �e� 1.�.1 �1NIICN All NTIIN toCa1 PN TAS -c. u.n.a V�NT TO • DUAC=pMOOM SWIMS or mule A�TpRA ►s Mr IN COMPLYING WTMN.0C .57 *110AARRDD t0 -L M C. AIR TN AND AMB TAW 10-0 f PLAT. OVAL AND OYND DUCTS,. U.M.0 11. C. INSTALLATION OP 044073 !MALL COMPLY NTH MOON 1004. Y.M.C. • °7AIIMAr3 It OIACa! LLN0sR STARS mutts lee AND 4011 330RTM°ON!- WUR FARO RII P3ISTN! CONSAT TIOM SECTION 310E IV. U.I.C�lf�p �1NGI TOP ANND L3077011 AND ALONG RUNT °*7WT N STUDS. T SEC1sTIO14 alt m. M.B.C. M�y�N�INp�N�y It 1yM�yANON*A1S TOWrHAI !N =M IS= *1110 PLACED ItNM44M DESWNAT1D FOR THe 013 *s /1DU._ne ninon NORM OP HANDRAILS SMALLS M win rosrnow SHALL PRODS API IQWALRNTR IPPfNNGOSUM °AC! SHAM H*1104*P PORTION a MANDRAL_ 3 SMALL HAVE A SMOOTH SuRPAC3 W17M 110 SHARP 0�01*111IM HAAeNDRALS MSS THAN 5- 4//2'' 3171111 TINA SHALL SPACE CHASED NOT SECTION 330s. MAC ORAL • MISCELLANEOUS q. GLAZING MAC? TO HUMAN IMPACT SHALL COMP17 MTM SECTION 1404. use. AND M 30 LABELED TO IDINTPT COMPUAICL TM. POLLOMNO SHALL 51 CONSIDERED IPnCINc MAZARDOW LOCATIONS A OIAZMG M 4448133 AND EG*!SS DOORS INCEPT SAL O. G M PINED *3 HE THAN NG WARDROOM OP 3LCIM6 TYPO DOORS OTHER TMAM MRDRON 000RS. C. OLAZMO M STORM DOORS. O GLAZMO IN L UMPIMOD MRMGIMOpppppp�3RsMD !NCl�.QS.AZ3�K NO M0 MOSS MOM 10' ASOV! 7113 MgMR OR °ATMTUS DRAM Man) AA PLANS AS 7143 DOORGLAZING. LLALL pSuILDOMWGSA pAAAtIDRMATH4•RMII MB SAINT NAL TO APED MMWfTTOMTa. 13 aWMA 010 NOSSIS MVO TNe 0100* OR WALKING SURNWEL COVERED 0. OLAZMO IN RNID PANGS OTINR MAN 111 A GLAZED XCESS OPOP °4 I0*S*N FONT AND TIN LOM13T 3DCI Is OR WALKING SURPN041 1001101 S6 LESS THAN N 340143s�AMOVE 144 FLOOR ISM MANN NAY =POP PROTECTED .7M�ON7*1. 44IMLN NO MAN 1-V2 INCHES M 11001 WHEN LOCATED IN 14 AND k 340413 MVO TM WALK= =RPM (:131 * ap1PT PROP, TpMMM ASOVIMMAZ MARDOUS 443 AND voi1N°M � 10pRPO_OMN MICH OR PA 3 GL AlICTIO •OA r�M P O SS War 0PRFWAM��fRI�AgNM�1.1 . M WNLLMO YNt0. 1IT PONT AWING 0YTOR1 M1�R! TIIAAL_1N �OYM�Tp OHM 44 ew swat AN Cc03OfWCTORNI pN�L�011:p. Wi1eN sL� jinn M wwWA oast IRMA��yl�, 7143 D3TlCi iOR HALL 138 Mira AY TIN r�ILMO a TM3 fPMR 11VLI GIIWON PROOOIfTt TO.EM sTA OP A way RAT7NALLMM �IM*DR RODOM30M � THAT a TIN �i°r �i' ON TIT° MUM OR TO sNKOKO OOTt�,T WALL M IN/TALLIDp 1N7OTON1 AHRSAM �Up I A LI IN ALL SLIM onfas tirTin H. A. HEATED PO L COVSR AP 707443 MM RFAco OF =tat R A LAMS ON TIN POOL =ADM T PROVCSS TMO FOLLOMNG SPORITATWIN 11141 RICOMMIMDATIOIS RAPLAC! 1 POO TAMS AND ON/OPP CON ) MATING iS DOGRIIMI l• 10111 neomoneoso MING TORS FOR T PEOPLEEpTIN RATAN HUM SIO41t11O3N 1Y' t AID PIRTIWR common 7A3L/ H-A- ►OYNOAIKINS IIOR nTID A5ft4 R/ °ALAI r0� ps1 Ta 164�AMw iuMAN • W•.• OP �� � • y TNMi .ALL 1��1 IMC 1 11!CN ITS / . .. r.• 5,.4. v 3 -13 Man - nanny 4 uD N MILAN rr• WNLOOR TO BACH JOIST. 1-11 1 AS tttio JOIST OR GIRDER BLIND 1 S 6 13 S 10 9 S • 1 1 a 1 to 10 a 1 94 5;a rot emu.. .1100* MAT �*1 lCAVMATID TO TM! NOVATO% OP TM OP010ORS TM/� iYM01411 AOOT� 10 STHCattilli gTOIYDal?0I1 O SUPPORTING K �pT�pl� O� Any 111 YID �1rAC�, L O T qa o IMLAS Ail 10' UNL°is° AN AML.# fillI t 1! A gvNaO ATLLM°il W�CNINTL A°RIMKL T T MOA AG R1' RACKAII d= OR THl POUMDATWN 1. TITS TA•1.3 IS NOT MTIKDED 70 P�1*IVpyE�Ny�T�NIPINMATupIN AND 5MIIMKAGI CRACKS MA AN1%110 T a 1S. MR CIA kOrti�ORCIMEN7 4111 :pin 0.0 TICAL IOIOr T! Aq PA LLIL TO a ppA voret LLADjA rti*st TO ANCHOR MOLTS HORS FLOOR S tararaisaug c CLIA IRON f MAIM GAG 0P 71141 44Aµ° YALL APED 1.�114IBrppryy SNAIL OroiriNTH�N a /lACMA Ire motors ACM PI M. law mat ► ATis anus /l TM KIND OP MOOD SPICPaO M SICTIO 1 TAILS NO. 8-0 NAILIII0 304410{841 CONNECTION 1 LOST to SILL OR GIRDER TOENAIL 3-44 3 noon TO IOMt. TOENAIL BACTS IND 3 -13 1 gie ItI`OOR ON LESS TO IACH 01T. 3 -1114 4 uD N MILAN rr• WNLOOR TO BACH JOIST. 1-11 1 AS tttio JOIST OR GIRDER BLIND 3 -IM S 0011 PLATS TO WISt oft SLOCKM4 PACS NAL N4 • W 0.C. 1 TOP PLATO TO STUD. END NAIL 2-M4 S STUD TO SOLE PLATS 44'RNTIU !MD SEAL • DOM* STUDS. PACS MAIL 41 • N• OG 1 DOOM TOP PLATES. PAC! NAIL OI • W O.C. 1 PAT S. LAP AND NITN11Cf0NS. OPL 3-164 0 CONT1$uou3 MIADER. TOO PECOS W • N• O.C. ALONG !ACM WOO b CEILMO JOISTS TO MAUL TOENAIL 1-116 14 CC011111M ous WWADN TO STUD. TOflAIL 441 ° octavo rft. LAP OVER PARTITIONS. S-IN It M LMMIG NA TO PARALLEL RAFTERS. IL 5-114 11 *AMR TO PLATE TOIIWL 1 -14 M r IIRACI1 TO SACS STUD AID PLATE. PACO NAIL 3-4111 M re SHIMMING OR LESS TO EACH MARINO PACS 3 -114 20 CSR Or N re INIATMING TO MACH IIARMG 3 -1114 21 BUILT -UP CORNER STUDS W • 3• O.C. b IULT -UP GAMS AND MIAMS 20d • sr O.C. AT TOP AND IOTMOM AND AorATIDSNDs AND AT 32 r PLANKS 2-6I ASSTPPLL!IAAAccct MAIM �p RT ��p 34 PLYWOOD • USIPLOORA ROOF AND WALL TMNG ITO'RAMO x VW AND Lass U 131 1VSr - sir M to OR U 1•) Ur - r 11123 1-/r - 1-V4• ICI IS) OR M 14) COMBINATION MMPLOOR- YIDNLA►M3NT ITO FRMO), x 1/4' AND LOSS U (4) WV - r as 141 t-Vr - 1-1/46 IOU NO OR M 14) IS PANEL IIDMO (TO PRAM)). vr OR LEN PI W ur MW 21 PE)N/OARD IMIATNIO 11) vr SNIA I OA. le Nw W) OA. CIO 93/39' MA R OA ND N IS1 NA NI OA. PE L s ' onsv,:4 c O-DO% N N aIM ma nn WN S OTNOR N STATED. O. A� gcZofMAA� ts�ret AMANs . rout a is ONSEpLS RR PULL s err TA pat eosin tuts COIPO*MNO TO TN! pa rte I •Ago �0.C. iTpSNXAT�omom 30013NAND V 1O..C.. AT MTNMSOtAT° Y'1 i1 SO.IN_ NT i•1/4' LO/10 MlPOR at MNAT1•NMIO �N IPORI M�ING TNT�3 MS IA L ST /TM NOMINAL 7 • CR01N AND t-vr �Np TN TPOM 1 AND SECTION 21St° a rOR 31/»•' HSATI•NO c0$00 INNS To R TAW 911-R -3 - Mt HNGMT AND SPACING a WOOD STIES in SEARING SALA NON-NARING LT MOSS) IA4'�pSy���MpAMD OPEN 1s) IS) UNCURL gn34pi MCM11 rt. UN0W13) LLur4WT�fAL ISIt T ts) AC1Np iNICI o 9.319) - ' - - • /0 O 33.4 10 34 S - 14 34 1 1. 4 10 • 34 34 11 11 34 13.3 c 5.5- S4 34 - s N 11 3.3 ' - 10 34 24 - E 30 34 A AD LO 10 O N TPID 37 AN MALT !ode NfT3RIOR TNONLOADMIMMIONWIIL►0. 440441443 M�0RT1411ONT AM a%%pteur TABLES NO. 21 -V WALL BRACING ISMt CONDITION TYPS OP MACS' Mar A • O I P O N O. 1. 1 1 0 p x x x x x x x x ACH NIL • T ?ONYX tt1 � �.Ii •a a x x x' x x x x y *jpr' x x x X. x x x 1 1 • MX x x x x x x xgroka TOW �� 3 ?t�:? .c jj��ttjiii x x x x• X X X TM 1ED nor Y x x x x• x x x NZ7141 TM Ex71N O D ME NOTION 3VT fit3 PM Puu. O0SCNPT1011 VIM Ira NOT YMSRAMCIRD 631M1ALONO TI! OAtialioOMO 33 MSITTALLIO • GYP3uN SALL°OARD APPLIED TO SUPPORTS At W MCHls ON MOTOR. STRUCTURAL LOADMW El EPy►SPS/FLL -10 Ant YWCKS JO P Leb- O M► a SC .VOL MN6 ntmisaelincsaTen west � ua Rc OM ASf PECS 43 ORA • .M �ADMI TO e •0 * M DOUGLAS PR/LARCH • 3 =Mar P0071N. TO MAR ON f000 g1 NM IIIILP OTMGS AT ML GL.ti-Li'mt -L1ITG eft 24.1 -V4 r b •• CPA 's•a► CITY OF TRIVIA APPROVED AUG 17 1994 AS NOTED BUILDING DIVISION artitram JUL 26 >;:;t► PONT CO M I tot go "II; Ali a 1 ;1f 11121 hil imp 041111 1