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HomeMy WebLinkAboutPermit B93-0257 - PATRICK RESIDENCE - NEW SINGLE FAMILY RESIDENCE1 1702X1 \ iy4 5. ÷• ksol MON 4314570 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B93-0257 • Type: B-BUILD Category: NSFR Address: 4063 S 151 ST Location: Parcel #: 004100-0603 Zoning: Type Const: V-N Gas/Elec: GAS Wetlands: Water: UNKNOWN Contractor License No.: MCCAMHI11OCW 4 Status: Issued: Expires: ISSUED 08/17/1993 02/13/1994 Type of Occupancy: DWELLING Slopes: Sewer: TENANT PATRICK DON 8 & KIYOMI , l4• V, d , V ■ N 4063 S 151 ST, TUI5WILAWN:9t188',,,,, OWNER PATRICK DON B &,KIYOMI - ' ' ''''''' .--.,Phone: 206 854-6652 8420 S 266TH.ST,' 'APT. D, KENT WA 98031 CONTRACTOR MCCAMMANT HOMES INC: ' , - Tho • 206 862-8928 6415 WESt'TAPPS:HIGHWAY, BONNEY,LAKE; W98390k=',',- , 4 .- Phone;' CONTACT BRYAN,MCCAMMANT- , , : 206 862-8928 „. 6415,-:"WEST ,TAPPS 43 .HIGHWAY, 0NNEY LAKE, 1.4'98390 ''•,':,. ,,' *************44******k**************4*********4(********14************* Permit Description: 1 '-- ' CONSTROCTNE4! SINGLE-FAMILY RESIDENCE. e., SETBACKS Units: 001- Front: . : Froht :: . Back': :0, Buildings: Oda, „,, - Right: '',.'0 Fire Protection: SPRINKLERED '' \ r'* '';''' < - ' '.,‘, UBC Edition: 1991 , ' . '', ;.,0 ','.1',” , -'-' Valuation: 113 ,132.;34 , ..1 , ) jothl .Permit Fee: , ,' 1,160;53 ******0(?et******,*******./:**i4:4:!**4(************-0!******** ' . , atop s1. .1-93 ... ....., Permit Center 'Authorized Signature \ ,,'Da't'e' 1 1 ' :t ' . ' ■ i ' r ,,,,' ' • ' , I hereby'rcertify that I have read and)examlned,thispermit and know the same to betrUeand correct. All promIslons,of' law, and ordinance's.' , ,s 0 governing this'work will be complied /With, Wheeperspecified he or not. r t , , 7r77:::1. Z/I Oate: t The granting of thiSpermit does not'presume'to give authbrityl o violate v, or cancel "e','F"'"Isp"tis of arlY other state or l'"al laws regulating ( . . , / I construction c'l'''''ti-le"hfc.""ce' of work. '11' authorized t6' ;3191"" and obtain this building permit. Signature: - Print Name: Z4".....‹.(iTleLA277-- - , •Title; e' This permit shall become null and ki&ill'lf' 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. 44:?4,i4; • • CITY OF TUKWIL( Department of Community Development — Permit Centel" 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER PROJECT NAME Von- kuK , Doan ft k N.CVYli SITE ADDRESS 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. PARTMENT jZ BUILDING - initial review 1- l 3- cL3 ROUTED R 7 I. FIRE • 14'3 R. 6 INIT: RE3UIREMENTS CONSULTANT: Date Sent - Date Approved - q3 FIRE PROTECTION: FIRE DEPT. LETTER DATED: Detectors INSPECTOR: N/A PLANNING PUBLIC WORKS h»3 REFERENC FILE NOS.: (5A° ZONING: ! • . 2 BAR/LAND USE CONDITIONS? N- INIT: MINIMUM SETBACKS: UTILITY PERMITS REQUIRED? INIT: 61,■7 PUBLIC WORKS LETTER DATED: 0 OTHER INIT: E- BUILDING - final review 1. BUILDING OFFICIAL \`o TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? °Yes cgCNo UBC EDITION (year): 1,991 INIT: REVIEW COMPLETED AMOUNT OWING: ikl3RD [300 CONTACTED t 4L „� -k a1 4 DATE NOTIFIED ,,,, �j BY: (init.) ,� U DQ 2nd NOTIFICATION BY: (init.) NOTIFICATION BY: (init.) 1 \Irk t3 $1. Go 01/08/93 CITY OF TUKWiLA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING PERMIT APPLICATION DESCRI P.TI ON:':'i <:: AMOUNT: BUILDING PERMIT: FEE > > >`<< PLAN;;CHECK FEE >«< >`<; BUIL ING'SURCHARGE 'RCPT >:ft SITE ADDRESS SUITE # 59- /5-7-77-- s / 'jam 111-6/ -, VALUE OF CONSTRUCTION - $ 'f6, .0 0 Q ASSESSOR ACCOUNT # 004//0©.096, 1? —�oL (commercial) U Demolition (building) 0 Other PROJECT NAME/TENANT il94 ,Z�� t>S TYPE OF (QNew Building Addition 0 Tenant Improvement WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) DESCRIBE WORK TO BE DONE: 1 BUILDING USE (office, warehouse, etc.) S.rI C e e,AAr r i NATURE OF BU NESS: WILL THERE BE A CHANGE IN USE? 0 No 0 Yes If Yes, new building L'�a A lr t 1 .11, L - SQUA- - FOOTAGE - Building: 2 2 y v__. Tenant pace: requirements may need to be met. Please explain: ►S� Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? tO,No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER Of - tr, r !. �� � . PHONE ,•s a‘.5-2_ ADDRESS gcl 2 rJ' SQ . 266T/s r� f7 k '4 / PHONE p; ZIP ceyo r 2 X72. ' CONTRACTOR cC4 MOH — r c t� ADDRESS ,.'q, -- Lt, -r- -4/',,s /7t,,- g9nre /t/,t ((4e . G {EXP. DATE PHONE <-7(74 ZIP fp)F0 43 c? 3 09 WA. ST. CONTRACTOR'S LICENSE # ARCHITECT 4/0,7774 ,f. f — -/o - L 1157 �,e5 ADDRESS �92g y©7 j,r St,✓ 2�ZIP (_ F t.; HEREBY CERTIFY THATI :;BE TRUE AND CORRECT, A BUILDING OWNER SIG OR AUTHORIZED AGENT ADDRESS HAVE RS�1iJ ANR X,IVtiNED TFii$ APPLICATIO, ;AUTH:ORIZED TO: APPI�.Y: FOR :THIS IiPER PRINT NAME CONTACT PERSON DATE -r2 -9� PHONE S6' 2 F1' 2 g CI1Y/ZI Pa41. te �er -??42 PHONEyyz j, 2ir 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. it 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 DATE APPLICATION EXPIRES 1-13- 94 O3I,G/9, SUBMITTAL CHECKLIST COMMERCIAL NEW COMMERCIAL BUILDINGS /ADDITIONS Completed building permit :application (one for each structure) AssussorAccounf Number Two sots(2) of theaollowing; Specifications Structural;calculations stamped by a Washington State iicensei .engineer > Soils report stamped by 'a Washington State :licensed engineer: Topographlcal survey Lnergy calculations stamped by a Washington State licensed:: engineer;or architect Legal description' • Working: drawings, stamped by a Washington State architect, which include Site p a n. . .. • Architectural drawings Structural drawings Mechanical drawings • Elevations Civil drawings • Landscape plan Completed utility permit application (one for entirepro)ect COMMERCIAL 'TENANT IMPROVEMEI Completed buiing permit application 1 tenant): Assessor Account Number Two (2) sets of construction plans, which inclu NOTE: See utility permit application and checklist for specific •submittal requirements .RACK;STORAGE.; Completed building' permit application lAssessor' Account :Number:; •Tenantaocation Use of adjacent (common Wall) tenant Overall dimensions of buiiding orsquare e - Floor plan of proposed tenant space Tenant space p;..#1 n with use of sash room:labelled Exit doors, egress patterns New walls, ng walt,'andwalis;to be demolished E; Construction details 'Cross sections showing waif construction andmethod:ol attachment for floor and cei ling; - Structural calculadons stamped 5y a Washington Siafe license engineer may be required if structural Work is to be'done`(2 set NOTE H any utIGty work Is to be done, submit separate iidhty perm eppllcadon and. an footag uhli ROO •Compieted:building permitappl+cation Assessor Account Numbe, :Narrative desaibing existing material being I stalled Nu OTE A opfcation letter s `required prior, to final Inpection and sii material being remove Two (2)",sots:of plans; which inctui Building floor plan showing • Entire spacowhere racks will betocat • Exit doors •: Dimensions: of all•aisles ;Tenant space floor plan showing rack storage layout,, exits NOTE:. Include dime'nslons of racks (height, width artd length% aisles ;:. and exit ways on plan.' r Structural calculations stamped bya Washington State licensed engineer (rack storage 8'.and oyer)i; RESIDENTIAL ANTENNAISATELLITE DISHL. Completed building permit applicatio Assessor Account Number Two (2) sets of plans, which Include r— Site Pian (showing buiiding and location of antennaisatellite; dis • Details antennaisatelllte dish antl;methed of attachment Structural calculations stamped by a Washington State licenses engineer ma be r uireii Y. eq NEW SINGLE.FAMiLy Completed buiiding Legal description Assessor Account Number .......:...:..: .:::. Two sots (2) of working drawings which include` • Site plan ..�.�.► !q? plan; shay dosost hydrant lacatlgir. . Foundation plan Include asses ro.bu(Idirrg, showing;: • Floor plan w/drh and length of access j:; :Roof Plan . elevations (all views Build►ng'cross section Structural framing plans : i l Washington State Energy Code da Completed utility permit application RESIDENTIAL REMODELS •:: Compteted buiiding permit application (one foreach.' Assessor Account Number Two (2) sets of working drawings which jnclude Site plan ound ado np Floor plan` loaf plan u+lding elevations {011,vteW i wilding cross secton;,. iructural framing plans NOTE 11 anyUtriity work Is to be done provide itiluy permit . and plans;must<besubmitted,`' REROOFS`: Completed building permit application Assessor Account Number. Narrative describing existing material being installed oNOTff 01 the E A certification letter is required prior to final permit • Six (6) sets of site :p►ans showing utilities NOTE:. Building site plan and utility site plan may. be combined ..See uulfry: permit appllcatfon.and checklist for specific subrnittaf requirements:' Addr'fiona/ topographical and sods information' may be required d unique: sits conditions: material being remove REGISTERED AS PROVIDED BY LAW AS A: 01p">1' COO' (3t.NFPA!� mCCAMMAN1 NOP1• -S INC' ::17,0. 1ND AVI'..5 , SIGNATURE ISSUED BY DEPARTMENT OF LABOR AND INDUSTRIES REGISTRATION NUMBER EXPIRATION DATE CcUl: MCCAM1111,i0Cu 02/05/94 ' :. ' •f:FEE CTIVE .DATL, 02 /1ti /0 mCCAMMAN1 NOP1• -S INC' ::17,0. 1ND AVI'..5 , SIGNATURE ISSUED BY DEPARTMENT OF LABOR AND INDUSTRIES F+. City of Tukwila Department of Public Works X13 -025 John W. Rants, Mayor MEMORANDUM NOTIFICATION OF UTILITY PERMIT ACTION Ross A. Earnst, P. E., Director TO: PERMIT CENTER FROM: PUBLIC WORKS ENGINEERING DIVISION 0( DATE: JULY 28, 1993 SUBJECT: UTILITY PERMIT AVAILABILITY /REQUIREMENTS Don & Kiyom Patrick SFR 4063 S. 151st Street Project No. P93 -0080 Activity Nos. PW93- 0156 -0158 Contact Person: Bryn McLammant Telephone No.: (206) 862 -8928 THE FOLLOWING.PUBLIC WORKS PERMITS ARE AVAILABLE FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON JULY 28, 1993:' Curb Cut /Access /Sidewalk Land Altering Storm Drainage Permit fee $ 25.00 $ 37.50 $ 25.00 TOTAL $ 87.50 Two copies of the confirmed Utility Permit Application. Form and approved plans have been inserted in the permit files. GV /cd cf: City Utilities Inspector (w /copy of plan /application) ' Development file (w /copy of plan/application) cd.d25'.pa trick .um, 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 ` • Phone. (206) 433.0179. • Fax (206) 4313665 LAND ALTERING Permit No: PW93 -0156 Status: ISSUED Project: PATRICK SFR Address: Location: 4063 SO 151ST TUK;WIL.A Parcel #: Wetlands: Contractor: MCCAMMANT HOMES INC. Watercourse: TENANT PATRICK DON & KI>!OMI: 4063 SO 151T, ; TUK =WA CONTRACTOR MCCAMMANT,:HOMES`` INC. Phone: 206 862-8928 6415 WEST 'JAPP:; :;HIGHWA;Y, BONNEY LAKE, W 98390.. *• kkkkk• kkk* k. k** k• k•k* *;A°kk•kk *' *k *.ktk`*'k• k'kk, *4 * *'kkkk•k•4 **k•k;k**•kk *'*;4;44'4 *k•k *•kkk'kk*k•kkk Issued: 08/17/1993 Approval Letter: 07/28/1993 Expires: 02/13/1994 Slopes License No.: MCCAMHI110CW Phone: (206)862-8928 Additional Description: BIIILD SING'LE FAMT•L'Y :;RESIDENCE'` Grading/Fill ;(.Y.ards)` -Cut' Permit Fie: Plan Check /F,ee: 0.tl er; Total `T4ests ] O0. P111: Taaa` l : 100 2 5,0 Account No : 000022;'00 15 :40 Account No : 000/,345. 8430, 0/ Account No '003.86.904;; 37' 50 -- „Valuation: 96", 000 00` • k** k*• k•*4* if`• k°**• k****• k• k** k; k.* *•k *•kk*k't�.k•kk *•,Ak.4*k;'.k• • ktk k*• kk •4* *•k•*kkkkkikk *4*Aik•k•k•k•k ** I hereby,.c•'e;rtify „tha'I• have ,read:and�.� exa'rnine,d this permit ,and. know .the same to be true *and <��jca'rrect., Al .1 ..pr ~o.v ;,bons Yof`', law` "and ordinancses 'goverring this wort; wi 1 1. °';b;e complied ith ,..._ryhe t,he.r '`spec' i`t i,ed' -hhere i n or not The qra t�i ng of this permif`t does ,not, pres.u`me•' to + "author 1;.i ty r.,to' violate Or "ance l�tle prov i s i ons, ,of anyt; other 's't•a.•t;r~-E.O.r' "'1 oca 144;1 aws,: r:;egu'l a.t•i ng constr,ucti,on ' or the performanc& ofr. work.`, I am authorized 'tio�`si.gn for'` -arid obta''in 't.his L:e.rj'd Altering 'e:rmita' TJii ermit shall become °nu;l'1 „a d void if the;-•works not g pt . r' , p .n,,. commenced wihip 18'0 days from the date %ot ia's:uallee;•oK• if' they- work'�is suspended orb : > +eb4;�ido"rned'i'�or a period ,of;180 days fr•um`,�the 1as'i'S-•i,nspection. N ._./t, r, THE APPLICANTS MUST NOTIFY ,,HE CITY IN �,F,�CTORA•�OF,2.,0OMENCEMENT AND/COMPLETION OF WORK AT LEA`.24 11OURS IWa;ADVANCE. FOR AN INSPECTION: 1'ALL 43 .- 0179. Signature: , 'Da te: * 4** k*' k*****4* k**• k' V*, o. k*** 4****• k**** 44 4***** kk* k• k• k' k• k• k• k• k• k• k*! f. *,rt*;k•*•k•k **•k **•k* * *•k** APPROVED FOR ISSUANCE GAV "''.` �:::> - X13 Issued By: h.Q "� ' ) aaze::,:�Ll ;�•. •»tit 4, •4 Authorized Permit•�C;e` t�. r ,:. i:gl�a �t e.w,f , r,>: - * * kkk* *,kk** *•k ** *•k * * * *•k **•k•k** * *4 `k' :1K:K;k.Ark:klf ; k'li.sk# *** *** *k* * **** *•4.444* *klck4* I hereby certify that the permit holder whose. name and address appears on this record has satisfactorily met the standards and conditions for this project approved. herein. Final Inspection Approved By: Inspector Signature Date: CITY OF TUKWILA Address: Permit No: PW93 -0156 Tenant: PATRICK DON & KIYOMI t Type: PW -LA Status: ISSUED Parcel #: Applied: 07/28/1993 **** k*• k• k.*** kkk*A* kkk** k• k• kk**A k* kk* kkkk• kk• k* kk* k*• k •k•kkk**kkkk*kkk *k****•k•kk *k** Permit Conditions: 1. 1. TEMPORARY EROSION Q.0 .'ROL MEm RE ;A - .INDICATED ON THE APPROVED PLANS, SHALLl CMC`0N51 RLICTED PRIORS TO;s='" LAND`CLEARING. 2. PERMANENT ERO.S'I <ON:.CONTROL AME ASURE�S SHALL ?BE: C~0NSTRUCTED �" rw IMMEDIATELY AFTER '•rlr'1AL:, GRAC %1N' � '' ; f xf Y U; IS COMPLETED w`: go C I to CU1• ACCE.S IDEW Permit No: PW93 -0157 Status: ISSUED Project: PATRICK SFR Site Address: Location: 4063 S 151 TUKWILA Parcel #: Wetland:.: Sewer: Contractor License No.: MCCAMHI11OCW TENANT PATRICK DON & KIYOMI 4063 50. 151ST, TUK W CONTRACTOR MCCAMMANT HOMES rINC `; :Phone. 206 862 -8928 6415 WEST TAPPS4i10HWAY, BONNEY LAKE, W "983:9,0, ::.. A****** k*** k*** k*** k** k• k**A ik*k' k** kk;'*'* kkkk*** kk1 ' *`k*k**•kkk**kk**•k,kkk*•kk•kk Issued: 08/17/1993 Approval Letter: 07/28/1993 Expires: 02/1.3/1994 Watercourse: Slopes: Water: UNKNOWN Phone: (206)862 -8928 Additional Permit De's.or1pt�10 n. , ..,. BUILD NEW SINGLE: I=AMILY; RESIDENCE Existing '_square ,,F', t. New quare reet Inspectio,n;.,•fee:. 15.00' Plan Che.c�� /Fee : , 1,0':,0)0,,t , A :, k ,r` it ' "4. { „i, /r TOTA- FEEDS,* "''It t 'n `k ,t rAddtt.icn.a:l eet: Acc't� _No.: 0001'042.400 Acct No': '` "gOp�i /'3 45.830 King Coun tyP*iVtk {.a k l utio n *.:,'k.' •k { ,* .k ,.� k; kk; ' k' �� k' la. ;. iii;. �.•o ,f , Cvn s t ruc t .` .i on'i ` , °x ; 6, 0•00.00 ' i ' kk**** k*k*k * *k * * * ** k *4 **k k** kA*kk*kkA h* k****** k*k **kkk *•k#1 **kk•kk *•k . $ - . ' I hereb y a cept thli se �m t an age .to ai d�1 l , app l i cab le sect :I orisk.iof the City of Tra ; i l,eu =M nicip.• 1 ;-dde,�" gree', tha't...:th"e, City of T•rk:wila shalt be held harmless foifi,_r °a11, o. ~any.;cl•alth „,ar»isj'ngas'-a'result of this- =p.r,oject`. Permits wh 1611 ha lie lepsea,i eyund:rthe'; p f-r;ation date shall r•equi,r'e-'a re -app l i cat ion and re1 ssuance,.of.the pernit through, the City at n additional ,r ' = , , fee. , THE APPLICvAN�,,f , i ` w ,„,;-,.z,,, � . r , Y,, MU31' IOT;IFY THE CITY IN .,PECT,OR\O;F COMMENCEMENT,.�.;AND COMPLETION OF WORK AT 'LEA.3Ue HOURS IN 4t : ADVANCE. iTO rSC-EDUL E A INSPECTION CALL " 433 -0179. '``tt �., - ..... , ry i 1 ,,Y :frsr Signature x.14., —_ !. Y , »4__' ^. Date *k•k * * *•k *•k *•k** *� 'kk *k �t:' �; •kk* *'�k'�4��(k�k�k *•k *•li`k'�k k•k•k�k k•k�k*'k *•k •k •k ** *•A'•k•k•k*•k k` APPROVED FOR ISSU NCE BY:'a GAV `° ,' '' Issued By: Authorized Re; I hereby � y certify that the per m. t h ;o1d.•zr�- .whQss:ryamerari"d address appears on this record has satisfactorily met Ath"e'' 5•t- hdii''r:-d and conditions for the project approved herein. •k * ***1kL,•k * * **•k'kk•k * ***'k ` * . Y�fi .� r � tip z Date. ` ir ; ' ( , Center i'g iat a a k ** * * *k *k *k *k * * * * * * *kkkk' k;4* *hk* k' kk **kki*f4k kkkkk4, ' k7' k •`- *' *,kk * *•kkk•k•k*•k *k *k*•kk* Final Inspection Approved: Inspector signature Date. Address: Tenan Typ Parcel * *•k ** ** Permit 1 1 t: .PATRICK DON e: PW -CCAS •k * *F. *kkkkkkk *k Conditions: ACCESS SHALL 20' ONTO PROPERT 2. ROADWAY TO RE F< KIYOMI k* BE PAVEf1 :F•i p,M Y 7;lF" aDTH c PR M A 1 � t CLEAN LAN ,D %F R A CITY OF TUKWILA k*•k *k **** *•k * *** Permit No: PW93 -0157 Status: ISSUED Applied: 07 /28/1993 Issued: 08 /17/1993 • *•k*•kkk** **** *kk* *.*•k•k *•k *k' k•k•*•k*•k•k *'k*b** NNQ; 6 =5';.I4"T;r.jVG ROADWAY OPO:,ED °'' ACCESS EES�OF SILT 'ANDuEttSRIS: TO '::,TORM DRAINAGE Permit No: PW93 -0158 Status: ISSUED Project: PATRICK SFR Site Address:. Location: 4063 SO 1515ST TUKWILA Parcel #: Wetlands: Sewer: Contractor License No.: MCCAMHIIIOCW TENANT PATRICK: DON & KIYOMI 4063 SO 151ST, TUK WA CONTRACTOR MCCAMMANT HOMES TNC; ''`'- # "ry ;Phone: 206 862 -8928 6415 WEST TAPRS.,,HIGHWAY,., BONNEY LAKE, W 98'390.`;. **•k* k k'k kA k k* k•k•k k *•k k k ** k ^k:k *. *'** *4c•k *;� k °k k'k•k* k k•krk;* * *•k k k** k* k''*•*.k**;k* k*•k•k k * *•k* k•k k *•k* *•k Additional Permit De,Fs`C r°'irp t i o:r1 . ` Issued: 08/17/1993 Approval Letter: 00 /00 /0000 Expires: 02/13/1994 Watercourse: Slopes: Water: UNKNOWN Phone: (206)862 -8928 BUILD NEW SINGLE�FAMILY, R,ES`T,DENCE Existing Square ,F�e,et. New Square-'reet / =. Inspectia.r'i FeF.,.re... : Plan Che k /Fee: ' y., v' /i TOT,Qj FE`S,,:. ' ; Additioria; eet : Acet.' No' 2' 41 342.400 A'Cc,t'�No�:, °`000`, /3'45.830 King CountytVa1uat,i�on:fi ,•Jyr.''...r� i , <V.a,T"iieo�fi Construction ":: t�'r, 6,000.00t. ***********• kf 4,— * * * * * * * **.. * * *k4"..k•k•k'•k•,,, r *: **!•k` *k,k *k` *1,kk *!k ** ,,** *** ** **% **'fit; *'ikvk•k•k4.Oj•k•k* ***** I hereby a,c'cept tl i s, p.e•r?rni t `and�, a ij e t'.6 '',',a10 i dp 'a1 1 °app 1 i cab 1•.e secti onst, ±of the City of Tu:, i 1�a•.,1Mt(nicip,al , Code,:' i,, Weagree),,,tha`t..,.th'e "SCit,y of TukWfia shall be held harml,e•5s for,, all or•` any „.caiMS ar-is•i'ngcas.' result of this:..p_r.ojec;tl. Permits which have 1apsed��,.b'eyor)d,;tO tix�pi,ra.t.i.on d.a°`te shall require a •`• re- app1icaiti;bn and' reissu'an.c'e.,,o•f:,.�the per .mit ,Gh.r;.ough, the City at :ark, ad`dSitiona1 r, ,' �` et fee. : �t4 } e ,, �..... �. R.r,. °, , ;�` },. , `4 1 w',,., w�•' f,, t;,c { ' x,rr --; ;, ». C,',�,y., .- ......_» a ::, Ak.( +: >7... .��j �Ji S ,NOT;IFY THE CITY INSPECT0R�.p�F <•,COMMeNCEMENT.,;•.ACID' COMPLETION THE APPLII.Ai�T MU�� OF WORK AT `•l:EAST�t;24'r HOURS IN ADVANCE. riTO `;SCI-�E,DU''E,,�l N INSPECTION CAVL 7 Y i t rt't NK Signature:_ �` far 'W.. Date: x` 4.,7_ * *•k * * *k *•k•k *•k* *•kk *�f* Date: .i *• kk• k• k•k', kk*• k• k•k•k*•k•k**•k•k• k• k* �k kk*•k k*k iifi''"* '*kk*•k.•k,** * *•k•k•kkk * * *'kk•k APPROVED FOR ISSOANCE BY: Issued By ..h;:;..� _ ���`_�y;,•, y;,.,:,, Date : v'� Authorized Pe „m;j..,.,,Center gSi'gnoatu �e;'�a; ,� .�, •k•k k•k *•k•k•k h•k** ** * *** k•k ** k•k'k�'•k; "k�� e. ' *.*•k *•k•k1*•K:•k.:k"k k.;•* k k *•6M*•k•k* k. *`k**,`.'k:`k'! k'k•k•k*•k•k *•k k * lick •k **•k•k•k* I hereby certify that the p`errs,3.,, c "o .r.�ie.r: ,.w.l us ;4; ,e.Vat d' address appears on this record has satisfactorily m'et`::ir;rj8;- �;,st�anAr,d .' and conditions for the project approved herein. Final Inspection Approved: Inspector Signature Date OJEC !< O.RM ATI City of Tu • vita • • - em - Engineering Dlvlslon er Blvd., Suite #100, Tukwila, WA 98188 JUL 1 IAppl tion # F'q3 -do$b 1 Phone: (206) 433 -0179 TUKWILA UTILITY PERMIT APPLICATION Site Address:Lin 3 .1 0, / 57 7— 77-.K 1,.'/ . Name of Pro ect: ./en 1 " M ' i , />c/( Pro.ert Owner: Street Address: Engineer: Street Address: ii Contractor/1'7 Street Address: /5--- 14f King Cty Assessor Acct #: Oo `P,ERM_ITS ::REQUEST. i:IWATEITMET . DEP>OS.IT/ REFUNDJBILLi Name: (o,, GT - -� ''BILLINGS'TO:` ' > Street Address:''ZO so 2. IL.Water .Sewer Metro ❑ Standby Phone No.: Ci / State/Zip: 03- 0 2- i Phone No.: rc 2- crFZ-1' City / State/Zip: ontractor's License #: �l7CCi�/l1 /�IIO� ✓ Exp. ate: f = D Channelization /Stripi g /Signing US Curb Cut/Access/Sidewalk 0 Fire Loop /Hydr. (main to vault) — No.: Sizes: D Flood Zone Control D Hauling ttg Land Altering /Q D cubic yards D Landscape Irrigation ❑ Moving an Oversized Load Est. stait/end times: Date: olg,Sanitary Side Sewer — No.: i10 Sewer Main Extension ElPrivate ❑ Public Storm Drainage too Street Use ❑ Water Main Extension ❑Private ❑ Public IJO ❑ Water Meter / Exempt: — No.: Sizes Deduct ❑ Water Only ❑ L f .Water Meter / Permanent — No •G' (Q S s• .L` ❑ Water Meter/ Temporary: — No.: _ Sizes: Estimated quantity: Schedule: ❑ Other: Name: Phone No.: `rC z City /State/Zip: Phone No.: r?S``rt‘ 6f /State/Zip: lnrrc' 3 f DESCRIP:TION<: .P 04E u•� Single - Family Residential ❑ Multiple- Family Dwelling ❑ Hotel No. of Units: ❑ CommerciaVlndustrial ❑ Motel ❑ Duplex ❑ Triplex ❑ Apartments ❑ Other: ❑ Condominiums ❑ Church ❑ Hospital i.MISCELLANEPV INFORMATION ■ ❑ Office ❑ Warehouse ❑ Retail ❑ Manufacturing ❑ School/College/University ❑ Other: ica. Building ❑ Remodel/ Square footage of original building space: Square Addition Footage: 2- 26 Square footage of additional building space: King County Assessor's valuation of existing structures: $ Valuation of work to be done: $ y'eoo `I:HEREBY CERTIFY THAT >I:HAVE;READ 'MISAPPLICATION :AND;:KNOW;THE;SAME TO B,E::TRUE. 4ND:CORRECT Applicant /Authorized Agent Sig r-• / Phone: '� C 2 c'92 Contact Person .rin n.m- • fr . ■ 4..M.k.A• +-L Print Name: r / Address: C, c f e,,---/-7- fix . 1 j r &) 5-'' 3 l o Phone: SGZ -, ' 4./.1. Date: •-- l _ — 5' 7 Date Application Accepted: --i_ ` 3, CO Date Application Expires: 1 -- 13 „• m 04/22/92 — %S. , ..... • • • *O•N • 2 •7 rt) . Q T•/ e..0‘• ,z. co _ cl ,, ■-■ tr h r- C) 6 •,i/ .7 .P.S• • -.co -/ CO 16z, 0 0 cac ----7—t-.77--Tis- ,,e2,, ..... . `3 d v 1 •zr :,z:. I, '". •Ca 15'11 0 ,-.. 4...,. 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' I •••71•czr.•714:: •: • :4"4.11•..1 7. • • • • •••7•1'.Z.:.—W.:.: PT U") 1■1••••••• elttey;••• aim, • St■tlt itnt 11•■••• NNW/Matt 41•• •••• O." •7/ ctt% S.SN I s %ow ■OtIattt• Mit■I'llt= ANN •••••■••• irf clik • I-- to —J 066060116Z TV (j--r 7-r• e•t•:. 9/-9,2-.•••••• •zs• / %el - 'To • 0 a N Z006Z9dSON Iry e ar/ 7 •• '.4071 . • Mato. 411•=1.160..„. • •••••• 4' • ,s: • 7 ,z; ..)•••• ." 0 • • £66060116.1...TV , 1006L9dS3N .) o 03 (7.2-2E77T—T•11-2,04.r/e. ,,,, N ... • •"'• a F.. • —to 0 • I > • • •4 N • • • --•—• 200'd 1U10J. T-r••e -III x• , b►' ! . . N (p30sse4e L -wl 9 «K O • • n 'CO 0 N • o!f R !.Y at QUI Crl Y s ir)., d944141. .14 M " n ; IM:1,, ICI '.J • c+ eM • n 11•,, e 3 vv% • a '1. 1•! � gat! 919.1 /% .✓1. (m. Jit t r ,5%.• Awl • lob ita tt 4", a mio tzl r • to 41111 'PM • � w • o! • Tv (fpirc a ts 4 Oen U(et 4.114 g fir« �--� s 1d �••— (w s p a•ra, gsk ris /008,43 a#41:1 Imb a 011610 arl:or AAA. msasgr9o� � as, 2,94 ' 1 t'1 Ita a I to sir C a rj�0 141 � IWO =eh Ge0 00V • 3 TIT 1 1.1.1T]471 UC ^.f1 a J8 1: • CC) r t; bUU'J` +J' / _)J` s 5 u 1993 -94 EDITION O Ir to N 10 �` !M v 1 V §1A otn Ln .0,0 U-‘ r00 M M- O tin r r 9eM N •O OP 8" • •00 N MN to •0 VM t $O 00 N O I O0 8i8r • O v v Mao N O O M �-r 8C Om•C 8P v N I N 1 0 M • I � I 4 I 04 N n. I I .NO 1g P •O 1 I 1 1 tNM.n 01 1, 1 - Vp.Op + 1 I I 1 v M N r I1 1 vI fo +PNs O0�p p M.000 N• N•O M 0 MN p !O • N 18 10. I 1 O P P O v r r I r I r I r 1— 1 1 1 0.- Or O �00 OV O ▪ O .0411 V r M r v rr rr .-r 8"' S� • •N 'O 'On §72.t- 01•-. In ✓ r 00 • 04 Der N v 0. a:. 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Pr 0•.- .0r Pr Pr Pr ✓ r 1 r N N • ce cc r LOCATION:COUNTY N E" Q1 I LAN 4 IN IM O { co 8 yEe • V1 J X e W co NE 0 ▪ MS ` ° v 1 1 1t in V l to r ZI v I v v v 1 4011 P 1 V1 1 v 1 V1 1 0 1 N 1 to to 1 411 y1 4 1 0 10 10 10 0 10 P O V O V W l7 • • • • M 1 00 00 r V 017 07 a a V1N r h N ON N VIN 411 1 V1 V1 1 M 1. to •O •O ms r in O O ° to 4( v v V v r N IN 1N N IN N oc 1 '� 11� 1cc 1c 'w J v J • • • CO P P ✓ _ V I V r V 0• 1 0 1 1 M� 0 i .-1p _ 1 1 a0 1 00 { C P w Wool co eo 2 0 Q I . - S 1 1 3JP 3 gQ Q W O�5 VJ t �W O QJ 1J W WW t' 011 � W W o 4: O < t4W 4 - 6W IyN �M �'2„'N J 03/1 V1 V1 N V1 igiW 3W S 02 W. S - v ` a ua 31 Rci w° 1 1L1 T� V1 W 0 1~ f\ O UX mn r I v1 1 O v' trt .0 11. to Ia 1.0 IN IP IP P P IP to 11^ 11^ It" 1 to V1 1^ t/1 1 to 0 10 10 10 10 0 0 10 10 0 CO P 5 41.4 NN Q00 g° 10) 7w .11011 to O u O • V OS I 6. M V . O• .0 V O C 11I ♦ .O .O C Cy R ai, i FO §00 •0 I ^P `fT� 0Q 18 N\1 r..,- 1 101 • • Sat?-f ?if a • % VS air lip 1 0 t'r JWA Zeharpitscr 4 Watt 3' alas 213 ECG Q► • • VI 4:4;2•4 a \IL., * avp a to 6s It 1 re codas PNAM110 POf Isar PS Las RECEIVED CITY OF TUKWILA JUL 1 3 1993 61 PERMIT CENTER If4t1 Lahli46016111101111.1an emommaxammossomme .tom 41111 Sl IV 6i e‘% f o / / e ley go„, •,P• � .52/- (0.74 4/721 e-Dtz--74 4 v,..:ier Mai-pc F -'a -- 1'" _, c.,,,c,., rc.. 04. v✓: ‘1;_t/ ps, %,`ve rk, ,.),) 3 Fro.— 11 oc, e- ..Z: � Z # N f:tn %s'e. Ek✓ . _ . __ .E(r -too r _ �. - -- — _ e-lev -13 — _..672 • 4 3 -r'. I 1c -Sr" /f. / C ��- Al/v14 n l /on -mac ?j '• ? j 2 ? � 4 �{�— RFCEl1tEQ CITY OF TUKWILA APP, ROVED PER PUBLIC WORKS � : a� ._.... _..�lfL 13 -�993- LETTER DATED 7 3 al/ :,�Ut - -•� -� ��°�._�.._... - TUKWILA,. PERMIT CENTER PUBLIC WORKS h*kk'kk*•k **k ** fir********** k* h* kk* k********* * * * * * *k * * * **k *k ** *k *k *k CITY . OF TUKWILA, WA • TRANSMIT ** k* k* 14 * * * *kk ** *k * *fr *k* * **4r*th• ****k**4 e** ***kA** ***14* *** ****tA71r14k TRANSMIT;": Number°a :8.3001119 Amount: 713.00'. 08/17/93 10:37 Permit NO: 893-02'57 Type. B =BUILD BUILDING PERMIT' Parcel: Naz 0.04100 -0603. Site Address: :4063 G 151' ST •Payment Method's!, CHECK' Natation: MCCAMMANT MICIMES Init :'.SLB'': * k* it •k*** sk******* k* k** 4t*,# ** * * ** *** * * * ******* * * ** * * * *•h*, ** *.•R ** k k ** . Paid. . 688.50 20.00 ri 93 Account ;Code 000/322.,10,0 000 /341.703: 000/386.904 Description B'UILD.ING - '''RES BUILDING•RADON STATE BUILDING Total (This 1,160.53 . 1,160.53.'. .00 GENERA. GENERA GENERA GENERA: 'GENERA,: GENERA GENERA GENERA. GENERA' TOTAL CHECft CHANGE 3570A000 688.50 20.00 4 «50 22.50 ,15.00:: 10.00 15 ».00 10.00 15.00. 800.50. 800.50 0.00'. 15;10 k'**** i4k*** k****, k*** k.***** k. k**** k***** k * * * * * * *'k,k * * * * *•kA• *. * * *k ** *** CITY. OF .TUKWILA! WA TRANSMIT k *k *;Or *Ar *'zkvk* ***** k**k zk'***, 4******** * *741kh * **** * ** *kk * *ikk ***kA.* *,* ,TRANSMIT', Numliere _3001120 Amount: 37.50 08/17/5,43 '10s3O Narinit Noy PW93- 0156.: Type'M OW-LA L(Ni) ALTER INR_ PERMIT. :Locat i oh: .4063 50 151.5T TUKWILA - Payment.Methnd'r CHEGK_;.Nptgtinn. MC.CAMMANT HaMES Tnitt SLS * *itr•k* *ale * * *.*r **:;t•A ** *. **. Cat ** ** ** ***, 4***' **; ** ** * * **** *. * * * * * * * * * **44 ** *fir Act;aunt:'Code De:scr i pt i;an Paid" 000/322.100' IIUILOTN .:_..RES 22..50. 000/3,4.830 PLAN CHECK' •- RCS 15.00 Total (This Paymer%t) x 37c.50 ' Total ruse, Total Al 1. Payments; , H a l ance; 37.50 37.50 .00 . • . • • • 1 • • ' - „ " , • " • • • . .4q:c 4,644 le4e4cle 11.*.;!1.4c * f *414 ie * ie. *,* It.* *4* * fr* 4e.i * *lc .,1e* #44c 71c4 ir .k); • • • TR • • .• , •., Ik'ANSMIT Nuinberk 93001.121 mourit 25.00 08/17/.93 , 10139,- PW93-6157. Type.: PW-CCS CUR8 oUTiACCESS/SIDE. • Locaticin: 40t3 S 151 TUKWILA' - ••• • ` • Paymetit Method: 'CHECK Notation: MCCAPIMANT :HOME$-. ' it:: SL;B 1‘:*****A***4.***********:11cie;%.'irit:Ii**4;***4,1!*****:ft,,k**,4*******.;tok**4,,avil4, Account Code ' ‘Desdription' • .Paid 000/345:830 PLAN CHECK UTILITY .` - 10.00 - 000/342.400 • • INSP FEE UTILTTY " " • - Total. (This Paymerit): 25.00 Total reps: 25.00 Total Al 1 Payments: 1 25.00 Balance: .00 ." • • ' , , • , ‘'z 4. * *k * * ** *iFk * ** * * *k * *k* r*** k***• k****** 1r* ' *,k *•k * *k*k* *k * *k* * *k *41:** ** G,ITY OF: TUKWILA, WA TRANSMIT ** ** * *:*•;•kk* *'k* /,* * * *:4:14*.* * *k•k * * * * * *k** * ****kk*sr*k *k * * * * * * *k *k *4* TRANSMIT,: Numb.er.a'33001422 Amuunti. 25.00 ".08, /17/.9Z. 1O. :3F.►; Permit NO :PWg3- 0150', Ty' p`e9 PW -SD :. STORM DRAINAGE Locations, 4063:90 151SST TUKWILA" Payment: Method a CHECK NQtat i on`: MCCAMMAN'f HOMES In i t h SLB .. *** * ** kirk***********• k*.'*** * * * * *. ** * * * *. *: * * * * *k: * * * * * ** *fir *•k * * * *•A * * * ** Account. Code Dauer i pt i do Pal d;.. 000/30.030 PLAN CHECK °.UT'XLZTY. 10.00 412/.342.4pU INSP. FEE.- STORM DRAIN 15;.00, Total' '(Thais .Payment),: '25.00 Total Fees:. A1.1 Pety.merits • 13 1 ance; • 25.00 2 r.00 .00. kkkk k*h* h**** k******* k********* k***** •k•kk' * * * * *_ *kk *k * *.:k *k * * * * *'* CITY: OF '1UKWILA, WA TRANSM1 :T ** k*****:****** k*.* k** kk**** k**** k**:******* k***•k** *' ** *k* * * * *k *A* *.shk : : :-1`RANSMIT� Nuoebere, ` 3.001371 .Amount: 30,00 0.9/29/33, 0S :02: Pe'r,mit ::Nn :.,393, -0257 ' -Type! 'B BUILD UU,IL.OING NERibi129/93 Parcel ;: Nn :: 0041,00 -0603 `Site 'Add,reas :: :40b,3'.S ,151.' $T Payment,,Me;thod: ` CHECK Notation: •MCCAMMANT FIUMES ' , . ' Ir' itz 'SLI * * ** * • * ** *k4 *k *.*r* d * *kJ t•'**.*********:***k*. k*'* *h * * * *** *****' * ** * *;k.k * * * , . ';A cr o u ri t :C n de D :e fsc r,i p t :i a rs Paid .0001322.100..• : BUILDXNt •- RE8 30.00 . Total (This Payment): :30.00: .Total Fee! l atal : All ".PEiymanta: pal ai�re: 1y1 0.5P '1 , 1,90..53: .q0'. GENERA .. 30.00 TOTAL 30.00 . CHECK ; 30.00 CHANGE :0.00. 4805A000. . 14 :50:. e. ***** k* k k***** A** k*** k***** k*4***** k * *k*k** * *•k *** *kkkk***k *k * *k* CITY or TUKWILA, WA TRANSMIT ******* k****** k********* k*** k****** kk * ** *+4***kk * *k * * * *kkk*k* ** *k TRANSMIT Number: 93000905 Amount: 447.53 07113/9 9 /1193' Permit No: 093-0257 ; Type: 13-BUILD BUILDING :PERM , Location: 8 151 _ST, NEXT TO /4053 8 151 ST Payment;, Method: CHI CI(.. Notation: MCCAMMANT HOMES Init: *********** * * * * ** ** * *** * **•k ** ** ****** * **l *A* *!c**k* * * ******* **A•* Account Cade Description 000/345.830 PL.AH CHECK - RES Total (This: Payment): Total Fees: 1,160.53 Total All 447.53. Balance: 713.00 GENERA 447.53 TOTAL 447.53. CHECK. 447.53 CHANGE 0.00. 2407A000 15:42 Paid 447.53 447.53 CITY OF TUKWILA. Address: 4063 S 151 ST Permit No: B93 -0257 Tenant: PATRICK DON B & KIYOMI Status: ISSUED Type: B -BUILD Applied: 07/13/1993 Parcel #: 004100 -0603 Issued: 08/17/1993 * * * * * * * * * * * * * * *** * * * ** * * * *k * * * ** * ** * *tk*** * *•k**** * *** *fir * ** * * *•k•k*** * * * * ** ** Permit Conditions: 1. No changes wi 11 be made to :tthe u plansz unless,•. approved by the Tukwila Bui iding Dlvtsiori`" ns 2. Plumbing permit ,shat ;1 be obutained through they Seattle -King County Departme} .t' of Pub Disc{; Health ,r .r Plumbing wi l�l ibe, inspected by h,at a,genck,Y4.i:ncluding a;lt.l gas. `pi,ping (296 -4722) el) :�' u" �� 4 t,w f` 1.;:,.= ' • ` 3. Electricart.,. permit shall be, ob'tainedk t'tirou.gh theh,,,ashington State. Division 04 Labor;5.'and Indutsttries and' zal l e:;lectrical 4 work wil:rl be, inspected" by that i.,agency (248 - 6657) } :s ' 4. All me,c }hrinical work,' °'shall, be' under separate permit' throug the C.ity a u,Tukwl�le. ', :,_t'ctt''`kl ,,yr`' , .; 5. All te�'`mits,°, inspectlo riecords.,,..and approved plans shall I mainta;inedravai:.l'able atLthe j o site;:prior to the s'tart,: +-,of p ( sj r.1 I ... T_.y any t',c ns ruc�t i on. These °documkents ar''e to be maintained,,, avaA 4pb1e °s- unti.,1 fina°l:lnspect�ion a 'r;ova}l» is ranted; - 6. Eng'1`heered truss ,drawin'gs an, calcu�,.1ati rls.��tiha11 be on site and +'avai lable, to" the: b'u�i 1,dirng i'nspe +ct'rf, for, inspect on r: F purl ose's 1�h.. Documents °'shAa l l,.! ar the 'sda-1 ands signature cif e!, 1 Washington Sty`te'P'rofe.ssyioc�a;1 Englne�er..,�` t t. 7. Any`; expose;d� in,su1ations 1bac 'i`n;gb,:1mat.eria,l shall have a Flainer5 Spr a Rating 'of 25 'o r ,. =�l,e.ss, and ma4'terri,a'`{:sha.l l bear , i dent i f i ca,t ton shdwin.g the fire perforr a'nce.!r^at'•ing thereof ; ., „,i, 1 8. All 'construction to be done in co �n�farmanjoe.._,with,} approved rr� r p 1 ans Zander equ i rements of the Un i,fjor m Building Code (199.1 Editi�p ) a. a'mend'ed by the Wash irigt 'n State'°Bu ldi.ng Code► ;f,. Unifor4 r� +echanica1i.Code (1991 Ed� :t1on,); and Wa��hin ton Stat'e� Energy \code •(1`991 Second Edition) w „,,, "`* ".�u 9 e 9. Notify t*City..of. Tukw,ila:Buiiding Division . rior�At}o placing a.r' ,concrr te. Ti•r��i,s,Y procedure is {;in addititon5 ter reouiremerits0.^ for special inspectcion: " ,1 ”" 10. All wood tor` ain in placed ►concrete,.,, ha11 be treatod wood 11. Validity of Pie: iitit., The iss re i'c'es 'dt a permit or ap,+p�rova1 of plans, specif scab n_s, and com uta i �s shall r ot.=b'e"- con - strued to be a permjt. f_ r., or a� a'p'proval off- a .y'�violation of any of the .provisions of the State Bu"l iding "Code or any ordinance of the .iurisdic'etdn;:w N-e m�i't "presuming to give authority or violate or cancel the provisions of this code, shall be valid vdILA 4s City • t Tukwila 1► FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #B93 -0257 (512) John W. Rants, Mayor July 16, 1993 Re: Patrick, Don & Kiyomi - 4063 South 151st Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #1646) All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to The Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 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) Calculated sprinkler systems shall be designed with a 10 PSI cushion for low reservoir conditions. (City Ordinance #1646) Contact The Tukwila Fire Prevention Bureau to witness City./ Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 John W. Rants, Mayor Page number 2 all required inspections and tests. (UFC 10.503) (City Ordinance #1646). All sprinkler systems, fire hydrant systems, standpipe systems, fire alarm systems, portable fire extinguishers, and other fire - protective or extinguishing systems or appliances shall be maintained in an operative condition at all times and shall be replaced or repaired when defective. All repairs and servicing shall be made in accordance with recognized standards. (UFC 10.504(a)) 2. 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, The Tukwila Fire Prevents eau City of Tukwila Fire Department John W. Rants, Mayor TUKCWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name ter /()Er 00A/ Address �- %a6 ., ec, $ . Permit No.. Thomas P. Keefe, Fin' Chief o2 s7" Rttari, current inspection schedule Needs shift inspection 1' Approved without correction notice Approved with correction notice issued Suite # Sprinklers: Fire Alarm: Hood & Duct: Ha1on: Monitor: Pre -Fire: Permitg Authorized Signature L/' if Date FINALAPP.FRM T.F.D. FormF.P. 85 Headquarters Station: 444 Andover Panic East • Tukwila, Washington . 48188 Phone: (206) 5754404 + Fax (206) 57544479 . INSPECTION RECORD ( Retain a copy with permit • •CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) _431-3670 (X \ L Or\ ype o RS : 111111 likallMilai'": Mall Date anted: am. •.m. • n ress: 1 5k- struct . ek.`( 1'6 k- kr OM , ho.r\1/45'in4 on 3€ GlarY&I, equester: 1. 4 'of • a • 4 I. 0 4i. .. Approved per applicable codes. 0 Corrections required prior to•approval. COMMENTS*---- LA. IZ 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • I I • wiminium . . . INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Prof f )tryt, T A-I RA' c /5-1--; Type o(tnspec(ion:� .l J' ' Alessi., . 5, is/ Date Called: a In ructions: R�a OYl m 011 t 1'pf it a1D0'50 wanted: ,9 _• �0. 911 m p. t Requester. J Phone No.: fir/ f o (1 ❑ Approved per applicable codes. Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 wawa f if fess: . 5 ST ype 0 AS • 1. ion: is Amt...... taiiiimmilm Date "anted: ,,g 9 y' am. . rn • .1 nstruct ons: 6 lit) tdi j.i 10e.. (1.Cte. Ye, (2E4-e-- 2- -0 6 Requester: Phone No.: „(049 .... EJ Approved per applicable codes. Corrections required prior to approval. t4idac CCoc-fre-L 4-49s Inspect or: Date:2. 7 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southceriter Blvd., Suite 100. Call to schedule reinspection. e: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 :. (206) 431 -3670 �a , ` - A- Type of Inspeebon: ,� W I no ' •" teas: [ w 7 I S (. 1 ., e Orrin Special Instructions: Pw q - 015 l9 -fr r u pa4 -3- 0 t 5'6 (*cm' / Lt /6D Date Wanted: am. p.m. Requester. Phone No.: Approved per applicable codes. COMMENTS: 0 Corrections required prior to. approval.. ❑ $30.00 REINS ECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 0 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188. liallEMEMEN ype o • : n, 1 a pedan• Egingginiiimismaimmim .eoial nslW 1 ons: / 0 - 60 at, • equesler: a (fit --� Approved per applicable codes: ❑ Corrections required prior to. approval, ❑ $30.00FIEINSPECTION FEE REQUIRED:. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection, eoea Ao.: ire; 0 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project: Poctr i cis , Donc Type of Inspection: •r^ _ Address: ti;,� w-3 5 I5l ✓\ . Date ceded: I - Li - q g Special Instructions: W O t �-Fs unu -er ckirt,�el1 Date wanted: i 5.. n . Requester. �C t0.1�1 �: ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: ' / // 61)1,0 Cn.t ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100: Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 `3 PERMT WI . (206) 431 -3670 'Approved per applicable codes. COMMENTS: ' ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. • 1 . • Date Called: .... .:.7 .. ructions: yel,1 ivi iq &,./4„,.., Date Wanted/ -'' ,. " Requester: 'Approved per applicable codes. COMMENTS: ' ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. INSPECTION RECORD } Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PEHMT NO. (206) 431 -3670 Prof - 111 I. i Type of • - • : ► • • , VOL,. . 4- 4 AO ill P-:1 woof . 1•- e nanted. 0 --17-93 � am. . Requester: �Phor� Na: r%t:2 —' %Q it Approved per applicable codes. Corrections required prior to approval. COMMENTS: ' 01.05 p�fC�_e_,1 b0/74-5 Y"10& •-1i J dr 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Date: INSPECi'Ic N RECORD 4D Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 sq 3-( 1 PERMIT NO. (206) 431 -3670. r e . r0.. 1LK, _ (zY) Ype o ns n: a Cia i on _ . ,� rasa: 4 Ol03 5 151 x,.71 6 e 6" la - `b' ct-5 Special Instructions: Date Wanted: Wanted: - n ' rJ , si - -1,7 am. p.m. Tequester: 6 r3 ocxn Phone No.: ,c4.0 .c — tJ I a� Di(Approved per applicable codes. • COMMENTS: 4► ❑ Corrections required prior to approval. ( % / // gZe, 043 �S 4 �'Y,.. �j�/ cSG� C e..e•.*7 c„, y.r" r ❑ $30.00 REINFECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection. Mrtr ', ; INSPECI\ICAV RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 • • nr.1 1.a. 'I k CA‹ 104„.■ • MI 111 . ..1 re": 1-t9 (01 5 1 S (-4- 1: e:117: j Q $.) special Instruct ons. ' Date Wanted: Requester: r c<n Rom No.: il, t ... # ■ . . all lkAppi?ved per applicable codes. 0 Corrections required prior to approval. COMMENTS: ' • V 0 $30.00 REINSPECTION F E REQUIRED. Prior to reinspection, fee mist be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd,, #100, Tukwila, WA 98188 (206) 431.3670 •r.:1. ; p r �G.� 1 < <C ypeo ns .:.. YO , a_., . , . ress: D :, :.?t : . • ,r1 nstrud ons: late wanted: (2. - ?- 9 , p.m, • equester. Approved per applicable codes:. Corrections required prior to approval. COMMENTS: / N :SO er-trtaA N() .1�' IA I mar- P o N tit 01 7t.) n. G1 N d `•Xt.,Nt"-)9A'7•t APPS4 -L O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be, paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ' z;;� It ype a ns e : et . ; . 2) ti A-i t..- J e ISIS. jS. W 1 T1) (3) d. N S1-c- t-0 er- (4.) . Vet 3 )1 :t , • I _G� - -`� c - ;�', ,� ' ' rrr. Special Instructions: I. I�) e 0 Sc... (1 LL C - t o-pt Siti..f ll' . OISO U Date Wanted: 7 i� - `` J� p.m. Requester: � hi tit" 4-0 I - P.n.,147 I r hr- 01— 6 ,J s 1 ice" A NL° A ff.' P Phone .5 &a-w.9a8 !tovi 0� /NS((cAAT.o. IMi.- • Nl- -i.T/ AT7Ic..-1 Z r ❑ Approved per applicable codes. 7 Corrections required prior to approval. COMMENTS: ' 1 A t.1 GNpn— ,>c) c TS 6 tJ 47 N'>\ WA1A- .. ANl, :--0 U J (-w f'lQ =IZS kJ O ( N L ` I S vr� L S 4' r ►JC, . 2) ti A-i t..- J e ISIS. jS. W 1 T1) (3) d. N S1-c- t-0 er- (4.) . S e1= OT�'*Eriz • /V,A -A Li i G (l '.• ms.n"CS I vs) ci p t,l t.r,T • ,;.5 c - ;�', ,� ' ' rrr. ,Dic21e, nr1T t.ovy,p‘..),— • Fro a_ iN tZ t r.3SP v woJ . 5 Bowe 7-n.445.5 A rvi r r C,a ok c— PE-72. SP. _ � .::•!{, ' •.►.. ■ � >.t•.::.ti.dG...i!:>.♦ ala�t■t• -I i. +•'.t�L it, '�. G� rNI' i`1:.�'�1 / G ":.b..i4.;.Jj >;51 � ?;;; ri'' '�`i�,:t �n �'` 1r*I' It; \!�'►1• ��:� fi*;: .�� \� �. c � �' it 1i * �` Ij ♦ a. � � '�•. ♦ � 1 '.ifs ♦ i. '�i _ •�►�a t i� \cam.• �, 411 hi tit" 4-0 I - P.n.,147 I r hr- 01— 6 ,J s 1 ice" A NL° A eau, ( 14 —1,J ► NsP' crto J is fV -u l 0..c49, G o 6 Ce: Sttss -oa.. mss. !tovi 0� /NS((cAAT.o. IMi.- • Nl- -i.T/ AT7Ic..-1 Z r nspector: 1'?` e: 1Z' 7-53 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Recoil No.: Date; INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 11' ,; I Q2-9 PERMIT NO. (206) 431 -3670 0 Approved per. applicable codes. Corrections required prior to approval. ' 4 COMMENTS: e) A 00 / Ar- E r --, wNA Am? 0.5— 140U3b FA/a ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 7Cddress: Date Called: Special Instructions: t . P€9 Date Wanted: /z1-r19'3 GI •.m. Requester: Phone No.: 0 Approved per. applicable codes. Corrections required prior to approval. ' 4 COMMENTS: e) A 00 / Ar- E r --, wNA Am? 0.5— 140U3b FA/a ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must 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 (206) 431 -3670 • . , « Ale 0 ns • :. • NS u GA-ti 0(J • • rasa: gob 3 . ►1 ! s - i l l : : . • : nstnkt ons: --� s w (�v�4- *i,�G �— _.. A 1 Date "ant /! Z'/ "73 a m. p.m. Requester: !L-i Ant Phone No.: 7 6 z . ?cr2S Approved per . applicable codes. ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD •0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 =3670 Project: /1-`Yt -t Lk— type of Inspection: Sc.-A13 Address: 14 0 3 S.1 S i z Date tailed: R Special Instructions: ( Date Wanted: ct Requester: �j/L►AN Phone No.: Approved per applicable codes. ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy wlfh permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ER N0/ (206) 431-3670 • ro : «: / /0 ce / r C / / / " ype o nspect • n` Date Called: .. l b4" i- { j 1,4-i---;,5 c4 Address: Spedal Instructions: Z. �I Date Wanted: �� '`� 93 am p.rt. Requester: e9 1524 --,f7 2--R ❑ . Approved per applicable codes. Corrections required prior to approval. COMMENTS: • X0.00 REINSPECTION SEE REQUIRED. Prior to reinspection, fee must be paid at. Southcenter Blvd., Suite 100. Call to schedule relnspection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 f 0.' 7P. : Al a, ' Ype o nspe F • n: Address: 4.0(. ) S 1 5! • �- Date Called: q — zzlr q 3 Spedilnstructions: Date Wanted: 6/17 — 9' a m. .m Requester: .v .Nh... CI Approved per, applicable codes. XCorrections required prior to approval. COMMENTS: a re A+ AIL R, Inspector: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permnit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 r , : V. it br i. 1 r, Ai Type of Inspection: ■ e f. 1 • . inress. �. • Ia g m� ?; _ .. �..j • : •M struct ons: ' M 1...os:VE... 1.,e ant: • : q _ IQ 3 am. pm. Requester: 0 t•.• ilk I. Approved per applicable codes. COMMENTS: 0 Corrections. required prior to approval. Inspect e: O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. INSPECTION RECORD Retain a:copy with permit. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 • r. 1 `' .mil "_Gt,.YYI m ai* 7 " o nspect ('+el ,5 „ 'IS I ---. —t te4441/2 193 . Special Instructions: Date Wanted: 5 4i 93 P.m. eq�u R t�-t A0 P No,: (� CX_ C� c- Approved per applicable codes, d Corrections required prior to approval. COMMENTS: D $30;00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection: CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 7'V s~ EV S E O N S U E M TTAL * * • DATE C;1— PROJECT NAME ��r_�c_ PA- Ae((��. ADDRESS 4o(3 s /57 Si CONTACT PERSON Dv JV P4 ARCHITECT OR ENGINEER PHONE PLAN CHECK/PERMIT NUMBER TYPE OF REVISION: EA-Pc- t PrO 11:1 11) 644-:( 45,pec,A CoA SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. 'e)it • SUBMI i ED TO: PXO b (AV-eh 6/1e e dr boofd I' 7noc ccet am vie fd i eat // RECEIVEp CITY OF TUKWILA SEP 0 3 1993 PERMIT CENTER (JLn( 1 fCo r r Gee �Q r- slob pG CITY OF TUKWILA S P 9 L993 8U11_D CiTy OrTIMWILq ,SEP ON atIrflact ?ER APPODUF...10 RAN pgfiwiT C6NTER .0 Si �'...CWr`ri'ri`# � M E N '' {���"^ <£aY < ;;f•EYS,f£1: ,°��l`l��..22.��'.�.`�%iii • °•::r:<ak;u...�?� ?�n`�:Z , `Yt;�>.�� vkii'i}dqq?4 J•iY} [.;.M `: hry �:�,,L.�%,�Y,. vtCP3Sph�v. yngYw, ;,<i. '.S;' N1lK� ✓lE CSi��t..b %R1�riiE �:.•k MSM.I w.� �rt�r<aoc;rrcf��v� $ihkn<j {1/;4/ i.i4j�.J.'`iL!Y,v.�r<; ylx >k }lr.�:a•: ;;i;7��sxka<g2:. SCR • �j�t ivt?K' `:i: }i.`• <$}; : � } {;i:Y:F ::$f:4${:$ ^:y:;+ii$ {:ri::Y::} ^�i}: :/.:: � }i:ii[$yli:i;:i �Y�$ +:' } %ti:i::l1::: {Yfi {ii}$'i� i n:.•i }:LjC} i }:?i .:iii::l::.: YYiY }:•: }Y$;1,: }:$ «+•i: :: :::: ': v..ryi::: >:>: <Q::i: }r nv:::: 'iY >.,•:$'Y:: i.. ..::< r:. n.: r::•..•. v. ;:. } }. :.:r.l.:. <./r..::.:..,:.. n....:.4..:$:..Yi:•: } }.:.: : •: i:<::;: %i'ry 4n ........ f.::. ::Y'::.;: .�:. ..... �:'�.�•�..... .: .Y S:.:. v::'<:.•:( : }:.::�:.;;.:;:!$it <5.:.:.:::•: i.;: }S }•.!n:: :.::.: :.: .:::v : ........... ......:.......•.•:........ ........ Instructions: 1) Carefully review the requirements of each of the options below. Choose an option that best suits your dwelling design. Glazing percentage typically determines which option to choose. Your building must match the selected Option requirements without exceptions or substitutions. City of Tukwila 2) In the shaded areas on the pages that follow, make checks in the circles next to the requirements of your Option (the Option numbers are in paretheses next to the choices). Disregard components or equipment that don't apply to your project. Your permit will be processed more efficiently if you provide all of the requested information. Department staff can help you with general questions about this form. Can't comply? If none of the Chapter 6 Options are acceptable, consider the Chapter 5, Component Performance, Approach. The main advantage is flexibility to juggle individua I R and U- values as long as a n overall maximum value isn't exceeded. Note that the overall thermal require ments of Chapter 5 are no less stringent than Chapter 6. Calculations may be performed with a Chapter 5, Component Performance Worksheet, or by using an acceptable computer program such as WATTSUN 5.1 . Plan Review (For official use only) OPT II OPT IV OPT V 0 OPT VI OPT VII (<2 stories) (.<2 stories) Selected Option is appropriate for this dwelling design. YES ❑ No ❑ Option ` may be a butter choice. Notes: HVAC AFUE Glazing max: % of floor U -value 2 .78 0 .78 Door U -value (R- value) Ceilings: with attics vaulted Walls: above grade below grade interior or exterior Floor 12% 0.65 0.40 25% 0.65 0.50 0.40 0.40 (R -2.5) (R -2.5) R -30 R -30 R -38 R -30 R -15 R -19 R -15 R -10 R -19 R -10 R -19 R -25 Slab on grade R -1:4; >< R -10 Y::l:t {i}:$ri:};yi >1..: >:: i:4•:<;:i: >:::j Y:<::: }::Y•' >S'.$; ?Yf i'i i:: :::C }: /:$'f:fl ^+::'l:': ;: iii: �S•`•.': >•.,::;•.,'.,:;`:. % >.•• : •.f.•:.,:.:::. }. .:,�,..> :. :•: >.::. r i,••::' +.•: ;..:,) ;. F.,. .. t..:::. ,.:,: }..:. v5•}:>..: i/ e::.;:.;, p,;:..:${:.;::::<_.'_+ i:'`. LyY:::.::.. y.; i< {.r�<.:.�:.'::: ;'!,.';i <�a.;j•: :r,.:l::r: �:�S +.;:.:Yl: R -10 r ..$••:1•:: %ryi,<' }`Y•:.u::::.• }:: r... «: <• C n,;ti •: •;'b: I N.Y+.reYr: :i :i�•: Footnote: 1) The "Z" symbol moans more than or equal to; "s" means loss than or equal to. 2) Glazing trado -offs may bo made If tho Option U -valuo requirement isn't exceeded. Page 1 of 6 RE OF $ ift:?• i:' r''.':%":: �::'^' ::: <: <':i`�r:::i {ii:��f�iirz %o' �: '':<' �'''•.::%: r::.'. : <ijti %i:• :•::$;'Ertr:':.gi:�$:? tie::` �;:;:: yi: !•':j£:Si: >vi`:ti::;i�: >• +'•is: ••:.,•:•.$:: JUL 1 3 1993. PERMIT CENTER WEES/NORAD /APR 8, 1991 ??. COMPLIANCE REQUIRED INSPECTION APPROVED ig:00.040.-J IMPORTANT: Supply Information In the shaded area by checking the Er, appropriate circles. Disregard topics that don't describe your building or equipment. DO N_OT.place checks In the two left columns. FUQHAE .„ .„. . , on . VentUaUon area islessthan.1 en FT2 per B.. Foundation vents are ctosable. : : WSEC Foundation phase requirements: Inspected by Date 'f'Ve0 Atin ',ow • At4.-Kia'54.4,-"Asre.a3X:. Insulation baffles shall be placed in attics/ceilings to maintain at least 1" ventilation space and extend at least 6" vertically above batts or 12" vertically above loosefill insulation (S. 502.1.4.5). Symbols used: = equals >. greater than < less than a greater than or equal ,s loss than or equal UPDATED APRIL 8, 1991 Page 2 of 6 COMPLIANCE REQUIRED > i. • r. iz a �`i INSPECTION APPROVED •'fr•'!j3.l fiyr: Si��ii�l:Y riti {{ IMPORTANT: Please supply Information in the shaded boxes and check the appropriate circles. Disregard topics that don't describe your building or equipment. DO NOT place checks In the two left columns. fk..�.G� .if 2 A44, .lC+!7�':�6:�ftr 1, .r'R/..�w•r4,ConKnu.{ -i.�R r, ' S xj 3 3 2 � r ; Si <%£'r ii 1::7y4a�A• .'• Via.: ��'r�f?�� •`.:Z: �>,`!. c? �,k i •? `, 0 .................. Glazing /skylights by type (S.302 See the Washington glazing directory . Manufacturer Frame material # Layers Model # Area (Ft2) Uo value Tested? u.`2 Single G 1 a Z I n g (No more than 1% of floor area before doubling, S. 602.7.2) n t e s t e d Glazing (Uso only default U•valuas In Chapter 10, S.502.1.5.1 (4)) Area: TOTAL GLAZING AREA (Add entlre column) �.-- -► IS number b� azing area(S 6D28 1)is'derived bytaking th ;:and dividing by the total';col�d►tton:ed: floor aria )0 This value can't exceed the glazfn er •...nt . g�- pnercent< (Option e for Your selected of ocum enfatio`n >Ins.ufficien aluessiall'fa` ust tied by Cs Giazinq air Ieakage(S. 502.4.2 (c)) measures shall be met as follows : 14fixed site built: stops with sealant. 0 operating site built: weatherstripped with closer C3 Concealed Insulation shall be placed: abehind shower /tub behind partition studs /corner rs Standard air leakage (S. 502.4.3) caulking is complete and installed in the following locations : ,between Sole plate /subfloors wiring /plumbing /duct register penetrations Grim joists /mud sills (heated lower floors) re Page 3 of 6 partition stud penetrations VIJight fixture/ flue penetrations around window and door frames ttntNIMM:04. COMPLIANCE REQUIRED INSPECTION APPROVED E..1 1:3 IMPORTANT: Supply Information and check appropriate circles In the Et/ shaded boxes. Disregard topics that don't describe your building or equipment. D_O NOT.place checks In the two left columns. Exhaust ventilation shall be provided for each dwelling unit as follows (S. 302): Location Fan label CFM(.1W.G.) c3sc28 I- .35-a 5-0 0 50 CFM (1-2 bedrms) Whole house fan* 80 CFM (3 bedrms) (choose one) C:1 outside air inlet duct w/ baronietric damper limTting lhevenhiltion ?ate llrun from • 6•••••• oucti • ........ • • •••••• •••• '''' • E-3 Mechanical ventilation fan ducts shall be 4" and properly sized using IAQC,Table 3-3. Fresh alr shall be provided .• for oach dwelling .„ • • • ••• • • • • • •.••• • :•••-•••• • ot ty.:•bed Code, . screened, controllable, able •: ' Central forced alr turnace.whicti delivers outside makeL . .„.. ;:exter: flecessed llghtlng .0 ic raled, with no slots or holes in cans, caulked or seated between can and ceUn . • ----' o Any UL tett••:,•Iii(tOte••••eridlosOdi.bj:i::a.:;. • w/. 1/2' clearance lo cornbustablos,and3" clearance toinsujation. WSEC Framing phase requirements: Inspected by Date Page 4 of 6 COMPLIANCE REQUIRED INSPECTION APPROVED . 1301t1 NV24'S '14 %% taraitferatE IMPORTANT: Please supply Information In the shaded boxes and check the approprlate circles. Disregard topics that don't describe your building or equipment. DO NOSplace checks In the two left columns. Fi�r�(£ iiY�(( /a. ri:} +)iYi : ;X�ijji %(f�!J % \.O:�:J.CY �:S;::Sji %l. + % /y.•S��Y %1i ?. ©Q Exterior slab Insulation, if not located on the interior, shall be R -10 (Table 5 -1, 6 -1). ze interior below -grade wall Insulation, only if none on the exterior, shall be R -10 (S. 502.1.4.10) olu`:::: 'o linsulated: th`outcor" cession: >to< a p hall be Insulatetl without compiression<t out compression #o (Table S«2 suiatea witr options) QSkylight wall insulation is installed and equivalent to the required wall R- values above. oward lhe • r? d appropriate �s e.prese te. 'it reri?:eri f s s lira 1 f b E i following cQinpliar: tsystam :;air: ee` >packago;< 'r>so',u rce'h`e' .ind source; (1 orce= .alr..:fu' '8 (Options r i >;<le`a t:t iii g syst cfency forced OAMA.I:isted. f o;n< cennt Maxlmu`` High offl pause Options may be change before July 1, 1991 e t \MA l);Irecto y, snau be. 'a ter ��:'iterit1. .itio � > > »<��•::: i a IQad ' is` '`:':: >< > ° ><: > >::> `: `i7 S .<•. r output rrisjr`rraa e'i ce.ed 15.0 %of 1�1 -1f_ Y au that it exceeds the DHt« (WSEC Insulation phase requirements: Inspected by: Date yea a Page 5 of 6 �R19 (,Option Ited, attic ceilin ptions,.1,.::11 'stem s; s'ta.l :l`an oe n led with ut arnp ess an, and with suppart; • • l; 4ptfo'n JJp�• }SCi:::;�;i::i:'fi: fig ?' \Y �: COMPLIANCE REQUIRED ❑ ❑ 0 0 ❑ INSPECTION APPROVED br RA \ S; t>t} i••i;Srd:rc„�i�''> i�r` •.:`,:"S, $3,'FliiAg.k •Y+> IMPORTANT: DQ NOT place checks In the two left columns. ioif <4< et <;:+ <i. r { ,,�•f:•x r... yam. X,i r�'.�✓,`,i.�':�'%��1�;�;t @:i;f ���>.'{4yihri.:6r,.`,:: . .Y:,�Y:t• <:iil3+zdf;�{. ? <fii%£'? uzJ%�:':i�.ff...: ' ❑ Q Exposed foam Insulation shall comply as follows (S. 502.1.4.7): ❑ Protected with metal or plastic flashing, or other suitable material that extends below grade. rAinsulation is approved for sub - grade, exterior use and properly installed. ❑ CAIrflow between fresh air ports and the whole -house fan ensured by undercut doors or grills (S. 302.6.4) ❑ QLooseflll insulation OK if (S.502.1.4.5): ❑maximum ceiling slope not > 3 in 12 _30" of clear distance from top of bottom chord to underside of roof sheathing at the roof ridge. ❑ Q6 mil black polyethylene ground cover, lapped 12" at joints and to foundation wall 0 @Clearances shall meet listed minimums between insulation and (S.502.1.4.2): ❑ chimney ❑ Non -IC rated recessed lights: 1/2" to combustables, 3" to insulation. ❑ Attic hatch shall be insulated to required ceiling R -value and is weatherstripped (S.502.1.4.4) 0 /Attic access shall have wood dam or equivalent to retain loose 1111 insulation in attic(S. 502.1.4) ❑ MAII exterior doors (except 20 minute doors) shall be weatherstripped (S. 502.4.4). ❑ s Service hot & cold water piping shall be insulated to R -3(S. 503.11) 0 Service recirculation hot water piping shall be insulated to Table 5 -12 0 Heat pump thermostat shall have progamable capability (S. 503.8.3.5) 0 Thermostat provided fo'r•each HVAC system with range of 55 -75' F.(heating) (S.503.8.1), 0 CReadlly accessible, automatic or Manual means provided to restrict or shut -off Heating input to each zone or floor during periods not requiring heat (S. 503.8.3.1). 0 a Controls for backup heat prohibit similtaneous operation of the primary system (S. 503.2.2(2)). ❑ 5 Mechanical ventilation system shall have timer, dehumidistat, or switch (S. 302.3.1). 0 6 Mechanical ventilation ducts shall have insulation z R -4 In unconditioned spaces (S. 302.5) 0 Mechanical supply ducts in conditioned spaces shall have Z R -4 insulation (S. 302.5) ❑ 6 Supply ducts shall have volume dampers, or the equivalent, to balance system (S. 503.6). ❑ QSupply and return air ducts shall have sealed duct Joints In unconditioned spaces (S. 503.10.2). 0I o HVAC plenums, supply, and return alr ducts shall have R -8 insulation (Table 5 -11, All options) 0 r Electric water heater(s) shall have (S. 504.3) : -separate power, or gas shut -off ❑ 1987 NAECA Lable on tank ❑ noncompressible R10 pad (unheated spaces only) ❑ Temperature settings 120 F. ❑ Showers and lavatories shall limit flow to s 3.0 gallons/minute (S. 504.8.1). ❑ ED Swimming pools(S. 504.5) shall have: ❑ readily accessible ON /OFF switch (pump, heater) 0 Pool cover 0 Piping insulated to S. 503.11 0 a All fireplaces (S. 402.3) shall have: ❑ 6 square inch combustion air supplyduct w/ tight fitting damper, directly connected to the fire box Tight fitting glass or metal doors. 0 5 Solid fuel burning appliance(s) (S. 402.2) shall have: ❑ Tight fitting glass or metal doors ❑ Outside combustion air source directly connected to the fire box ❑ Exception: Non - direct, 4" diameter, dampered, combustion air source: allowed only for (1) new stove installations in existing homes where obstructionsprecludes direct combustion air, or (2) Central heating'systems located in unheated spaces. ❑s Radon monitor shall be supplied to the building (S. 302.2), WSEC Final phase requirements: Inspected by: Date J Page 6 of 6 it est, r•1414 ( <, • 4 , .' _ , ref "fi ij►' , ou∎lA ., `lone / _-. :> J S r.-1 rc' I " `400Allry!��i►' 4.711 ti :4 'To ks m ::IT;t I I I:0 0:4 h eimompi Ito 111 11 h 1 \\ ;/' ,41.1b 116 VainFOOW fy„ r+< • �-; L •'�L. -_ - • tip',.. 5k K id •••••••-'..---.7.1"•"•••- ems. ,� *AIM. ors 7P20 1 L ri� 6 C\ ' c) V r-r-7 7 r N ..r - 0^ - "". erg NORTHWEST HOME DESIGNING INC. I1111111I1IIIII IIIIIIIIIIIi111IIIjIIIIIIIIIIII1l J.1.IIVR}'t 0 18 1143 INCH 1 2 3 4 ..� .fir. .�' .4,? .a,. E.i . %7t' ,rr�C•�.''�,, •i 11111 1 rt. IIII,1111IIII 11 11 1111111��.f ,}i(i'yl f-}_ f( Illlllljlli (I(i(i,l(i�l(i(I(III(lil(II!(!I 5 6 7 $ 9 10 11 We2Nefnwhry 12a • NOTE: If the microfilmed document is lees clear than this i< . notice, it is due to the quality of the original. document. Oe 6Z se LZ 9Z SZ I/Z £Z zZ lZ oz 111111 111( 111111.! 11111111111111111011111111l11111111111111 111411 1111111 !b Illith1ihUild " 6• 81. LI 91 St '4 fl at u 0L 6 1111, 1)18 ,1111111II1W111 6101,1 11111111!111i111111�111 I11ij,tJ11ill+ l Ili • i 9 S *' C Z( L "`" 0 111,�1{ 11111111111111i 11111111ll1111111111111111111111 !111111+1111111111 ,vti.L: a'5 » /2zo c 6,,,vvv( cig z,Y ritc;k CITY OF TUIMILA APPROVE? AUG —Q 1993 nrI ISI O N SEPARATE PERMIT REQUIRED FOR: eilECHANICAL L3" ELECTRICAL L UMBlNGIG CITY OF TUKWILA BUILDING DIVISION FILE COPY E underot :.1 :so f;: f;.) Subject ::1 c::.. ..or. , ,,revel of Mans dec3 r.ct c.sti rizo the violation cf arty adopted code or ordinance,. Receipt of contractor's copy of approved plans acknowledged. Gdged. �y� a Dote Permit No. Attention: Building Official THIS PLAN! IS FOR ONE BUILDING PERMIT ONLY Building RECEIVED ' eta Site: c!TY OF TUKINIIJA JCL1 t j PORMIT CENTER f 13$394 1 • Genf, `al: • • Construction shall comply with the latest addition of the UBC. • Do not scale drawings. (Use dimensions) • Refer to interior elevations for cabinet and counter lengths, dimensions, counter top materials and detail reference. Verity all existing dimensions before installation. • Design Criteria: Dead load Actual. Floor live load 40 psf Deck live load 60 psf Stair live load 200 psf Roof live load (Snow load )- 25 psf • Wind and earthquake: These loads vary depending on site location. Check with local structural engineer to verity compliance with lateral loads. • Assumed allowable soil pressure 2000 eel • Insulated double glazed glass at all exterior glass areas and tempered glass in all sliding glass doors and wineews less than 10' atewe floor. (Check local codes for additional glazing requirements and also rranutacturere specifications) Verity all rough opening window sizes with window manufacturer. • Kitchen range and bathroom exhaust fans shall be vented to the outside via metal ducts unless otherwise approved by the building official. Clothes dryer shall be exhausted to the outside if in any area that is habitable or containing other fuel burning appliances.- • Every dwelling unit shall be provided with smoke detector$ coofo; ming to the UBC Standard no. 43 -6. Detectors shall be mounted on the ceiling or wall at a point centrally located in the corridor or area giving access to rooms used for sleeping purposes. When sleeping rooms are on an upper level, the detector shall be placed at the center of the ceiling directly above the stairway. All detectors shall be located in accordance with approved manufacturers instructions. When activated, the detector shall provide an alarm in the dwelling unit. ` • Stairways: Maximum rise 8" minimum run 9 ", Minimum headroom 6' 8 ", minimum width 36" handrail to have ends returned and placed minimum 34 ", Maximum 38" above tread nosing, unless designated for the disabled. the handgrip portion of handrail shall be not less than 1 1i4" nor more than 2" in cross section dimension or the shape corners. Handrail projecting from a wall shall have a space of not less than 1 1/2" between the wall and the handrail. . Install fire blocking at top and bottom of stair run.•tlseable space under stairs to -. be surfaced with 5/8" "Type "X" GWQ, tape and finish gypsum wallboard. One hour construction. • Showers: Showers shall be equipped with flow control devices to limit total flow to a maximum of 3 gpm per shower head. WSEC Sec. 423. Showers to have 6' 0" high minimum surround with water repellent GWB backing. All enclosers to be safety glass. • Attic Ventilation: The net free ventilating area shall be not less than 1/150 of the area of the space ventilated, except that the area may be 1/300, provided at ;east 50 percent of the required ventilating area is provided by ventilator located in the upper portion of the space to be ventilated at least 3 feet above eaves or cornice vents with the balance of the required ventilation provided by eaves or cornice ventseRafters spaces enclosed by ceilings directly applied to underside of rafters shall be sized to allow a minimum 1 inch clear vented air space above the insulation. Attics with a maximuni vertical clear height of less than 30" need not be provided with access opening. Per UBC code no. 3205. • Exterior Decks: When decks, porches, etc., are more than 30" above grade, provide guardrail not less than 36" high with intermediate members not more than 6" apart ( to withstand a horizontal force of 20 lbs. per linear toot ). Provide minimum 18" crawl space under woad Foundations: • Footings to bear on solid undisturbed earth ( Assumed soil bearing capacity to be 2,000 psf ). • Footings shall be placed at a depth to conform to local codes. • Concrete shail attain a minimum 28 day strength fc =2500 psi and mix shall contain not less than 5 sacks of cement per cubic yard. • Reinforcing steel shall conform to ASTM specification A615 -72. Grade 40. fy= 40,000 psi Design fb) 16,000 psi. Concrete protection (cover) for reinforcing shall be as follows: • Footings and other unformed surfaces, earth surfaces 3" • Formed surfaces indirect contact with earth 2" . • Surfaces exposed to weather 1 1/2" • Slabs and walls (interior face) 3/4" • Reinforcement shall be accurately placed and adequately supported by concrete, metal, or other approved chairs, spacers, or ties, and secured against displacement during concrete or grout placement. Tack welding not allowed. Except where shown otherwise on structural drawings, reinforcement in concrete shall have concrete cover as follows: Concrete deposited against earth Formed concrete against earth Extenor races of wails Interior faces of walls To top of slabs -on -grade 2" 2" 3/4„ 3/4" Wood: • Sawn lumber calculations are based on Douglas Fir- Larch, except as shown otherwise on drawings, graded in accordance with Standard Grading Flutes of WWPA or Rule No. 16 of WCLB, as follows: Light Framing- No. 2 and better Studs -No. 2 and better (Light Framing) Joists and Planks- No. 1 and better Beams and Stringers -Dense No. 1 and better Posts and Timbers -Dense No. 1 and better • All 2" lumber shall be seasoned to 19% maximum moisture content . All wood in contact with concrete, masonry, or soil shall be pressure treated per UBC Siandard 25 -12. • Framing Member Continued: • Joists, rafters, and decking shall not be cut and headed or displaced to provide for openings in roofs or floors, exeept as detailed on drawings. • Install all horizontal members with crown up. • All members in bearing shall be accurately cut and aligned so that full bearing is provided without use of shims. Bearing posts shall have full blocking or support under. All rafters shall be notched for frill bearing at all supports. All joists shall have a minimum of 4 1/2" bearing on wood or metal supports. Lapping joints shall have 6" laps centered over interior supports. ' • Ledgers and stud wall foundation siil plates shall be bolted to concrete with anchor, bolts of size and minimum spacing as shown on drawings. At least two bolts shall be provided for each.piece with one bolt within 12" of each end. • All plywood wall sheathing shall be applied as follows: Center vertical joints over studs and center horizontai joint eve; 2" blocking or plate. Nail top of panels to double top plate, and nail bottom of panels to anchored sill plate. Apply gypsum board so that end joints of adjacent courses do not occur over the same stud. • Plywood sub -flog and roof sheathing: Install with face grain at right angles to supports, continuous over two (2) or more spans. Allow minimum space 1/16 - inch between end joints and 1/8 -inch at edge joints for expansion and contraction of panels. • Glued - laminated members shall be Douglas Fir -Larch or equal conforming with ANSI /AITC A190.1 -1983. Grade combination "22F" unless oiheresise specified on drawings. • All plywood $hall be identified by grade mars of an approved inspection agency and shall be Standard C -D Flat Interior with ext. glue unless otherwise specitied on drawings. Plywood exposed to weather shall be (minimum CC t 'terior Framing Members: • It may become necessary to Increase depth of framing mernbres to accommodate thicker insulation materiais than that shown on seawieas. • Top plates shall be doubled on all stud walls. Cripples under headers shall be cc einuous to sole plate. Block all stud walls as required for sheathing. • Blocking, 2" wide of equal depth-of the members, shall be provided between all joists and rafters at their supports, unless members are nailed to a rim joist. • Beams, girders, and joists supporting bearing walls or other concentrated loads, shall not be notched. Joists, except as above, may be notched no deeper than 1/4 the depth, at top edge only. provided such notch is located within 1/8 to 1/4 of span from face of support. Sawcuts for notches shall not overrun depth of notch. Holes in joists, beams, and girders shall not be larger in diameter than 1/10 the depth of member and shall be located within center' hall of the span. All holes shall be centered within depth of member. Holes and notches in studs shall be located within 1/3 of height from either top or bottom but not closP:' ;.tan 8 "from plates. !-toles and notches in studs shall not exceed 1" in diameter or depth. Studs in exterior walls shall not be notened. Underlayment: • Uncterlayrnent shalt be installed in accordance with this code and as recommended by manufacturer. Lay underlayment on #6 Rosin sized sheathing paper. Particleboard floor underlayment shall conform to Type 1 -M grades of UBC Standard No. 25 -25. Underlayment shall be not lees than 1/4- inch in thickness and shall be \ identified by grade mark of an approved inspection agency. • 1/4" to 1/2" thick: 6d common or 1 1/2" Ring shank nails 6" o/c @ edges and 8" o/c each wayin field. 5/8" to 3/4" thick: 8d common or 1 1/2" Ring shank nails 6" o/c @ edges and 8" o/c each way in field. Nailing: • Minimum nailing requirements for standard connections unless specifically shown or noted otherwise. Automatic nailing or stapling devices shall not be used without prior approval of method and fastener by owner. ! 1 No. Qr_Q[c of nails x1Q1_s1 Toe nail to plates, sill or girder To parallel alternate joists At laps over bearing, face nail Stuns End nail to plates Or toe nail 2 each. side Top Plates Spike together - Laps & intersections, face nail 51Q kC (1.Q. To plate or toe nail To joists each side or toe nail Br oaeg Toe nail to joists, each end Studs Corner, angle, or mult'ple 2" X laminated beams or lintel Spike together Dbl. joists or.headers Spike together, along each. edge Plywood sheathing and sub -floor nailing At edges of each sheet 3 3 3 2 4 16 "o/c 2 2 4 2 4 2 24" o/c 16" o/c 16" o/c 3/8" thk 8d 1/2" & 5/8" thk 10d • ataeofpailbow 9r CQmmort 8d 16d 16d 16d 8d 16d 16d General Specifications Infiltration Control; • Exterior joints around windows arid door frames, openings between walls and foundations, between walls and roof and between walls and panels; openings at penetrations of utility services through walls, floor, and roofs; and all other such openings in the building envelope, including access panels into unheated spaces, shall be sealed, caulked, gasketed, or weatherstripped to limit air leakage. All exterior doors, other than fire rated doors, shall be designed to limit air leakage around their perimeter when in a closed position. • Doors between residence and garage are not considered "fire - rated" and must meet the above requirement. All exterior windows shall be designed to omit infiltration, into or from the building envelopes winch shall be substantiated by testing to Standard ASTM E 283 -73. Site -built and millwork shop -made wooded sash are exempt from testing but shall be weatherstripped, caulked and rrrade tightly fitting. WSEC Sec. 601 (e). Vapor Barriers /Ground Covers: • An approved vapor barrier shaft be properly installed in roof decks, in enclosed rafter spaces formed where ceiling are applied directly to the underside of the roof rafters, and at exterior walls. • Insert stapled batts with a perm rating less than one may be installed if the • vapor barrier is to the warm side. Staples are placed not more than 8 inches on center, and gaps between the facing and the framing do not exceed 1/16 inch. • A ground cover of 6 mil. (0 006") polyethylene or equivalent shall be laid over the ground in all crawl spaces. The ground cover shall be overlapped one foot at each joint and shall extend to the fou' dation wall. WSEC Sec. 402 Heating: • Each dwelling unit shall be provided with heating facilities capable of maintaining 70 F at a point of 3' above the floor in all habitable rooms when the outside temperature is as set forth in Sect. 304 WSEC. Sect. 1 211, U.B.C. • All warm air furnaces shall be listed end labeled by an approved agency and installed to listed specifications, Sect 504, U.M.C. • No warrn air furnace shall be installed in a room used or designed to be used as a bedroom, bathroorn, closet or in any inclosed space with access only through such room or space, except direct vent furnaces and electric heating furnaces. Sect. 704, U.M.C. • No warm air furnace shall be installed in a closet or alcove less than 12" wider than the furnace or furnaces installed therein with a minimum clear working space less than 3" along the sides, back and top of furnace. Sect. 704, U.M.C. • Heating and cooling equipment located in a garage and which generates a glow, spark or flame capable of igniting flammable vapors shall be installed with the pilots and burners or heating elements and switches at least 18" above the floor level. Sect. 508, U.M C • Warm -air furnace installations in attics or crawl spaces shall comply with Sect. 708 and 709.U.M.C. • Every appliance designed to be vented shall be connected to a venting system complying with Sections 9 -A and 9 -B, U.M.C. • Every factory-built chimney, Type L vent, Type t3 gas vent or Type BW gas vent shall be installed in accordance with the terms of its listing, manufacturer's instructions and the applicable provisions of chapter 9, U.M.C. • Vent connectors shall be installed within the space or area in which the appliance is located and shall be connected to a chimney or vent in such a manner as to maintain the clearance to combustibles per Table No. 5 -c, U.M.C. Ductwork: , 16d • Duct systems shall be of metal as set forth in Tables Nos. 10 -A, 10 -6 and 10 -C 8d or factory-made air ducts complying with U.M.C. Std. No. 10 -1 U.M.0 16d • Joints and seams shall be substantially air - tight, -Sect 1002 (c), Table No. 10 -A ( rectangular ducts ) and Table No 10 -B ( Flat, oval and round ducts ), U.M.0 • Installation of ducts shall comply with Sect. 1004; U.M.C. • Duct insulation shall be installed in accordance with WSEC:. Table 4 -16. 8d 6" o/c max. 6" o/c max. At interior of each sheet space nails 10" o/c for 3/8" and 1/2" thick plywood • Sheathing shall be nailed as follows, except where shown otherwise: Roof plywood: 8d common at 6" o/c at all supported edges and at 12" o/c at interior supports. Floor plywood: 8d common at 6" o/c at all supported edges and at 10" o/c at interior iv -• oie at all interior studs. Wall plywood sheathing direct to iraming: 10d common at 6" o/c all panel edges and at 10" o/c at all interior studs. 6 Anchor ali studs at door openings, ends, and corners of walls which are sheathed with plywood and/or gypsum board to bottom plate with 2 Simpson A -35 framing anchors. All manufactured connection hardware shall be as designated on drawings and installed and full nailed in conformance to manufacturer's instructions and applicable ICSO approvals. Trusses: • Prefabricated wood trusses shall be designed by the manufacturer for the spans and conditions shown on the plans. A loading shall be as follows: Top chord Loads 25 est Top chord dead loads 15 psf Bottom chord dead load 10 psf Total Load 50 psf • (exceptions: Tile roof load to be 55 psf) • Wood trusses snail utilize approved connector - plates (gangnait or equal) furnish shop drawings and design calculations (complete with stress diagrams) for apprdval prior to fabrication. Submitted documents shall bear the stamp of a registered professional engineer provide for shapes, bearing points, hip framing, etc., shown on the drawings. Provide for al! temporary and permanent truss bracing and bridging. Truss shall carry manufacturers stamp. Contractor shall have design details and drawings on site for frame inspection- No truss shall be field modified without prior approval of the building department. Gypsum Wallboard: • Provide gypsum wallboard of type and thickness indicated on drawings. Gypsum board work and materials shall meet all requirements of ANSI No. A 97 -1, for the "Application and finishing of wallboard." Joint compound system mixed, applied, and finished in compliance with manufacturer's printed directions; to be invisible alter finished, including all metal corner beads & trim. • Gypsum wallboard on stud walls: cooler nails at 7" o/c all studs, plates, and blocking use 5d nails with 1/2" wailboard arid 6d nails with 5/8" unless otherwise shown on drawings. Building Felt: • Cover surfaces behind siding, shingles,'and where indicated on drawings with asphalt - saturated, non - perforated, felt'without wrinkles or buckles. Lap i'iorizontal joints 3 ", 6" at vertical joints, and carry into openings, up walls 12" and down sides 6" minimum. Lot;ate end laps at least 18" from internal and external corners. tr . • eietereeee— P. Afee- 1 Re�ifl�A�' r Water Heaters: • Water heaters are required !o meet ASHRAE Standard 90A -80 or 1987 NAECA and are labeled as such. In addition, electric water treaters installed in unheated spaces shall be placed on a non - compressible surface or floor insulated to a minimum of R -10. WSEC Sec. 420. Woodstoves /Fireplaces: • Shall be provided with. tightly - fitting flue dampers, operated witit a readily accessible manual or approved automatic control; An outside source fdr combustion air of 6 square inches in area and shall be provided with a readily operable damper: • Other solid fuel - burning appliances shall be provided with combustion air ducted directly to the appliance per manufacturer's specifications. WSEC Sec. 411. NHD Construction Document License 1. Grant of License In c :onsideration of payment of the building fee, which is a part of the price you paid for this product, Northwest Home Designing, inc., as Licensor, grants you, the licensee, a nonexclusive right to use and to construct one structure from these documents. NHD reserves all rights not expressly granted to Licensee. 2. Ownership of technical drawing NHD retains title 17 USC and ownership of the construction documents and all subsequent copies of the works regardless of the form of the original and other copies. This is not a sale of the original documents whatsoever. 3. Copy restrictions These technical drawings and the accompanying materials are copyrighted. Unauthorized copying of these documents is expressly forbidden. You may be held legally responsible for any copyright infringement that is caused or encouraged by your failure to abide by the terms of this agreement. 4. Transfer restrictions These technical drawings are licensed only to you, and may not be transferred to anyone without prior written consent of Northwest Home Designing, Inc. In no event may you transfer, assign, rent, lease, sell or otherwise dispose of these construction documents. 5. Miscellaneous This Agreement is governed by the laws of the state of Washington. Neither elHD nor anyone else who has been involved in the creation, production, or delivery of this product shall be liable for any direct,P indirect consequential, or incidental damages. Violation of the terms of this agreement subject to a ten thousand($10,000) dollar penalty. Should you have any questions concerning this agreement, oreif you desire to contact Northwest Horne Designing, Inc. for any reason, please contact in writing: NHD Marketing Division, 4925109th St. S.W., Tacoma, WA. Fax (206) 588 -0607 or call (206) 584-6309. . 8'0" MAX. 1/2' n ANCHOR BOLT X 12' 24" MIN. 4 X POSTS OR (2) - 2 X STUDS 1/2' PLYWOOD W/ 8D NAILS @ 0.0 24000 CAPACITY FLOOR TIE ANCHORS (2) -2 X PLATES 2 X P.T. SILL PLATE 3 0' MAX. 3E.00rr CAPACITY STRAP HOLDOWNS PANEL AT FLOOR OVER PONY WALL 2x4 Top Plate Header Nail sheathing to header @ 3' o/c each way 16' MI11. Block at all _ _ --- panel edges {+ (1 it Apy rated sheathing 1/2' —ill— if min. 24/0 exp. 1(OSD, CDX) I ..'d - -- �-- 3 -2x plates nail sheathing to Approved hook end wood to l V t concrete with ' 3500p capacity per UBC sect. 2510 ( Min. 48' panel 8'0' MAX. 16' MIN. 4 X POSTS OR (2) - 2 X STUDS r 1/2' PLYWOOD W/8D NAILS @ 3'0.C. s. t • PANEL AT FLOOR OVER CRAWL SPACE EXTEND PLY''vV000 TO OVERLAP RIM JOIST AND SILL PLATE 3500 S CAPACITY STRAP HOLOC° WN CONCRETE FOUNDATION AND FOOTING Nail sheathing to each plate and stud @ 3" o,c and 3'8' from edge of outside plates and studs and in the center of inside plates and studs with ad Wads. 2.2x studs nail sheathing to each stud a— Min 48-panel to connectors with (min ) 2x cripples 16 ac 11 f �4 I each plate 5,8' 0 Anchor bolt'w,r in embedment at 7' UBC sect 2907 and table no 25 -F Foundation per UBC. sect 2910 and table no 29.A. Minimum Lateral Restraint Panel 2x Plato Dbl. studs at inside of corners (both sides) HEADER AT CORNER 45 degree mitre cut headers at corners to match Header (Extend to corner typical ) Dbl studs at corner (typ ) below header Simpson MST 27 strap be nail to headers w/ed nails 3' o/c Lateral Restraint Detail for Corners 2. Plate (lap over plate below at corners) i r i,ItF - -i i Iill —Iii Filler 010 -- Header �II Dbl. studs at corners ( Typical ) Filler (Typ ) _1,22-1/2 degrees Simpson #MST 27 strap ties at all corners ( Typical ) Center tine of cornor Mitre cut headers at corners ( Typ.cal) Dbl. studs at corner ( Typical ) below Header (extend header to corner typical ) Lateral Restraint Detail for Five Sided Bay Plan View • Center line of corner Simpson #MS r 27 strap ties at ail corners (Typical) ., • • i , l . . _ • ' ♦. ,.. _ O 1s Tus INCH 1 2 r lIIIIIiI 11j I i� II 3 Ii� I rlYi l l-,1 T lH l ; lli ll 1j 11,l1lll1 � IIIIII1III1IIIII. A 'y ,a e„J T -_ 1111111111111111111 III1111IIIIIIII111 111111111 /IU11l f I IIIIIIII `IIIIIiII r3 4 J 6 / Q 9 i 10 11 MADE NOTE: ,If the i- ricrofileed _du.cuent is less clear than this notice, it la clue to the quality of the vriginai document. 9 5 V E Z tI P 0 iljll)1111 11111 -ll1!1IJLI111)Ili� lP1 1111111llllll11111 !illll11111111 • F O£ 6Z 8C LZ 9Z SZ '17Z ' £Z ZZ tIZ C) 61 81 Ll IIIIIII1IIIII 111111 11II611lilll l! IIIIII111111I111144141 MIDI] ll!1.11ll {i111�11 1,f1l.li(lai11111 Ili i !1{ 91 51. bl Cl Zl LL 06 6 9 !MI1111 3jllll iinl��1 I�1 � i11 ;1iliI1IIIIIII111101111111111 !l I IIII!rllI r r ✓. • 1 EXTEND HEADER TO CORNER 1/2' PLYWOOD W18D NAILS @ 3' O.C. 4 X POSTS OR (2) •- 2 X STUDS 3 X BLOCKING @ PLYWOOD JOINTS 1/2' PLYWOOD W /80 NAILS @ 3" O.C. 4 X POSTS OR (2) - 2 X STUDS 1/2' 0 ANCHOR BOLT X 12' 3500# CAPACITY STRAP HOLDOWNS @ BACK OF POSTS OPTIONAL LOCATION 2 X P.'f. SILL. PLATE CON ; - FOOTING AT DOOR OPENING STRAP HOLDOWNS OPTIONAL LOCATION Mortar Cap --- ----_, 2'0" min. d: .i— 10'0' min `' Effective Flue Area Flashing - HEADER ._ 1200 # CAPACITY STRAP TIE HEADER SPLICE Clearance — Smoke Clamber 1/2° PLYWOOD W/8D NAILS @ 3" O.C. . 4 X POSTS OR (2) - 2 X STUDS 3 X BLOCKING @ PLYWOOD JOINTS Flue Lining Provide Smooth Surface 0 11.1 0 z 0 Fire Brick Throat Distance Lintel Outside Hearth Fireplace; opening height Tie if floor is 6'0` above grade Grade important Notice: The plan you are receiving is designed to be sold throughout many jurisdictions. Building codes are subject to change and varying interpretation. The purchaser must ensure that the plans comply with all local building codes, and are suitable for specific site requirements including structural engineering. Before beginning construction purchasers must have plans reviewed by a licensed structural engineer to provide analysis, calculations, stamp and signature on the drawings. Modifications may be necessary for compliance with your local and state regulations and codes. ,NHD, Inc.,.. makes no warranties., either expressed or implied, regarding these plans. Damper Outside Air Intake Fire Brick - Fire Box Wail Thickness Inside Hearth Hearth Siab Reintoresing Finished Grade CHECKED DRAWN BY Fireplace Se!;tion DESIGN SHEET NUMBER A RECEIVED CITY OF TUKWILA PERMIT CENTER 1 tzdo ifslot1.6.00t4 • e !Alt. - _ P-orf2r-, SECTION .....1■••■■•■•••••.••■■■••••■••• (T_ iliirc, 6,110. --(z)cc,or- 4 t3Af4- 00c.- 4ror-- fp-,12f2Iri2 • .N1 • . • . "`? -Ne. • .1.11• • • SI ()CPG,41(;KALIF-f. ! "fp- rOr• P-11,`,FF -114k- IA ON r coOf f4 fff2, 1 71 _ isimiN,zwer3. reetr coOr 4 (z) a-P1-11-4tel- SECTION 4- I + I 1; II .1. Itt 11 rtYvloot? kloot9 4tv twc.1 - Co 17-1017e- oc- r• It-s.70(_. ATI 014 rs r., r2e%-rTe2-1 I X 191,1. 1,400t2 6Ar I/ 1-St, 1,4Ur7 47ILL-(19,-;.") 4, 12"OF X 4" &P-Ifri 10110•G. ycj/s" .6,11ZrZ•>! f- - 11 Ot,-(1", Y"(-1i'1%. StL rviser7. PI-TU VI 10(.2 Gobrilkiel • —te t II 4)14 211-1" 1_ 1I I 011X (406- riAt2 N, H It ro*; e7Apo 4 t 1901 . over isir rt,(72 4" CONC. SLAB W/6 MIL. VAPOR BARRIBR OVER 4" COMPACT SAND AND GRAVEL BASE SLOPE 3" TO DOORS. 1 l';41 !OK II Ptifir-!67v , ,1 7 -a &11.,0 10" al•le, 1,11 Ye,0 eot, . J-11- i. _ • - I _ _t Tosztvvit. seem< matatizEr .6es RAI% NM& tunge4=7 \m. evwx Fyn, y nib .1 bn•nt 1;4•4/ to ;writ.) Ilin accuracy of Ihoso cfmwingc. Fulliterrnorer, 1;.r. cennraf contractor meat ni varIfy 411 WY ()F TUKWILA APPROVED AIR; (t 1993 11/1"Hip txt P,bg )2:! pc. 4 e-e.o- L 4 T . Z! ts WSraf-Y-9iC>1•3 3011.1-r 4(!e:aiJC, .0>t..,APP LAI/ olme PANziet - c. O. • 't 6 - • . . ., ,°`.0• ° • • j.t.). .. • • .4 . • • . s' r 6. i&ii SECTION ,t. ' N, N v-10 *I,/ to6i1,A4-10t.i ,19r op 1.6 ti2 fotA; of.tiem otospv. • .- ,• ' -,-.44`miaig.cri . Akir . •.-^ ;..., :- l'-' ,..1-'.; ..1.?..4.' i:":: : • ."•••• .-7 (r 1;111111111111i;11111111 1111111111111111111111111 1,11; II I I till. II' I , 1 , i t Willi t i l l ' l i ' ! I 1 1 ' 1 ' I 'f 1111 ,)Ityllir ..,,,ivi: ..,..., 0 -; 2 fg("3 4 5 6 7 16 THS INCH ,...,,,.; .•-'11e1 .,.-4,'..., .4.,... NOTE: If the microfilmed document in less clear than this notice, it is due to the quality of the original document. FOUNDATION PLAN SCALE 1/4 :1'—O" FOUNDATION NOTES: 1. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED SOIL. ASSUMED SOIL BEARING CAPACITY TO BE 2000 P.S.F. 2. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. "—s Nilli1111111111111111111111111111111H111111 9 i 10 11 • MADC114 GERMANY 12 oc 6Z EIC L 9Z GZ 47?. " 6? ZZ I (ye'; 61 St Ll 91 GI t' ct el • lt Of, 6 8 Z. e 9 G c Z 0 -• • • • • •••• •:-•••". ." • • • • • - •• • ••• • • • - • • 111111111111111111111;111114111111111110111111111111111.11111141411:11.1W111,41,4lq011,11)*41.1)1141q1. I 1 • • P11" DING DI SION RECEIVED CITY OF TUKWILA Jul. •; PERMIT f';UNTET4t CHECKED 5j9 DRAWN BY J1-1 DESIGN SHEET NUMBER 1 • ,„ ow' ' 1t431'A a 1 • f; I I- oti — 1 () 44%,-,■.'r-, 4- 4 re UNFINISHED BASEMENT 1;7'1 L _ L .1 3 • 12,1 ,C •Pr., a C7I.,,c,', i).• ..r-2 '_'c .1.11 p)1 •!• ' I"'F, I/ '•1 !?-•'1.1Ff'' ,-iJ. It C.:%•C-al!,. (3, , • ..p.(27 @-) \ ' 4 • ! (.7 A, rie, • USE 5/8" 1 vl'E "X- GWB ON ALL WARM AND STRUCTURAL WALLS. 2 LAYERS 5a4- Tyrr "X" ON CEILINGS. WRAF' ALI EXPOSED rps TS AND BEAMS IN 5/8" TYPE "X' GWB. itt IP" c‘ •*. lob. P.' • • .0, 4.64- - • (!:' I Oci.ti" 61-,6 0 at GARAGE , . !!.?"1. 1 o c,901.s, LOWER FLOOR PLAN 01111010rN001,1.0111.3.0011........1.00.0 •••1.07•NIVIIIIIM••■■■••■■••••••••••••••■••••.• .41•00,00* SCALE 1/4":1'-0" "■••••■•••••••110•100.11•50 rr9 It /71)- (•) ,• orr • -1 • ; 1 I I tvary %Moil 6s Ise-0A) takit Io amble Ihs asl.:CUtaCY o illfde ChaWhipS. Tysilterniero, th genotel coichnctor must dc1 od v.rify etfutsnsirwis 1, !! ,1 I! 1 4,cal 1-11 IL v,,A,..491,T1'7 1 r 6 DECK NOOK Ogg 4 K1TC.HEN ; o iT 11(0•/.: DINING -LA " 1 It 01 1 II • i . I 11 -----e- -if _ _ • 4frrZM;.9 74Z.I4t4r, 712n..".;f2C- 4j! o 9,o 51(- L ING ;1•,(.. cc:L. 11 146411 4 TRY •1 'to c' 7-7T ATIT MST Bt: L® A?i 1 -rye LIr Cilwa ; 69-o POICH .--2"!! (h I ■ • • I , II • 10 4 ) I IOV MSTR. BDRM. ' . 41) f. (4) F3EDRO M-3 L.P4,4f.e. r LA il DROOM-2 ---msglwa'armgmeissinewor a 1 11 CITY OF TUKWILA 0 6%' APPROVED _ to-4 GENERAL NOTES: 1. ALL WORK 10 BE IN CONFORMANCE WI T 2. VENT ALL EXIIAUST FANS, DFiYER;VENTS AND RANGES 10 OUTSIDES. 3 VENT WATER HEATER PRESSURE RELIEF VALVES TO OUTSIDE. 4. PROVIDE FIRE BLOCKING AT ALL PLUMBING AND MECHANICAL PENETRATIONS. 5. ALL SHOWER WALLS TO BE WATER PROOF TO MINIMUM 70" ABOVE DRAIN INLET. 6. SHOWER TO BE LIMITED TO MAXIMUM 3 G.P.M. FLOW. 7. ALL GLAZING WITHIN 70" ABOVE DRAIN INLET TO BE SAFETY GLASS. 8. ALL GLAZING WITHIN 12" OF A DOOR OR WITHIN 18" OFF THE FLOOR TO BE SAFETY GLASS. 9. ALL SKYLIGHTS 10 BE PER UBC CHAPTER 34. • • 4. 7 IiIIIIIIIIIIIII11111111111111111111111111111110101.11[11414•MtliTIIIIIIIIIIill I II 11 rt 0 16 THS MOM 1 e 6Z 8d LZ 9Z GZ 172. CZ ZZ OZ 6L Eat LI 9t Gt CL Zt. • LL 01, 6 8 4 9 'Ili II 17 C L rol 0 IIIIIIIIII1011141111.1.11111.1tHiliffil!!!!!!!!!!Hilileatilli.01.10.111/1111[111.14W110,11Y;110.1:1.4111;11 I .• • quality of the origi.nal document. (!' t;13 NOtE: iiiicroilised document is Imam clear than this 11101,14j41.1j4ijilidltiiiIIIIIIIIIIIIjil.11.1111,11.1111111141flIPIJ6111114j1j1InI(111111111■Ihild111...!hlill!IJIIIIIIi1111111111111111111111111 6 7 1 o 11 MAD" GER"( 12 , COPYRIGHT 1991 NORTHWEST HOME DESIGNING INC. MAIN FLOOR PLAN 0,09000.......wwwwwfaVONak SCALE 1/4":1'-0" MAIN FLOOR....1454 S.F. LOWER FLOOR,....V8 S.F. TOTAL 22 (92, S.F. GLAZING.... )451.F. /3 '% of floor area !"'1=55 J"!!<., ■!: M n '1111 U0 1(3 6Pif %)4 I3 7199SION 4 ?ome, 6mom verwMitteetc446LivMict Room tta ptiottrnot4 -rb tot vitw,taut lit* el:4=m watoccos rb ervwcietrakt rchrazet. Atteordon: Building Official THIS PLAN 19 FOR ONE BUILDING PERMIT ONLY BuildIng Ste: Room's 'Foe EQ. C. /0.J. RECEIVED CITY OF TUKV,'ILA PERMIT CNTR L?: z CHECKED DESIGN 8M-220 SHEET NUMBER 2 a ';‘ 1 1 td io �Iri 2 r24f: L,t JE 1Wr7fX 1'1'ieh 110 1 (10(:- _ UPPER FLOOR FRAME PLAN ROOF FRAME PLAN CHECKED Gam DRAWN BY SCALE 1/4":1'-0" DESIGN FRAMING NOTES: 1. ALL MULTIPLE JOISTS S OR BEAMS MUS r BE BOTH GLUED AND NAILED. 2. ALL HEADERS TO BE 6 x 10 DF 112 UNLESS NOTED OTHERWISE. 3. SOLID BLOCK BENEATH ALL POIN T LOADS FROM ABOVE. 4. SOLID BLOCK OR BRIDGE AT MID -SPAN OF ALL FLOOR JOISTS WITH SPANS GFIFATER THAN 10' -0" 5. FLOOR JOISTS SI IOUL D BE SUPPORTED LATERALLY AT EACH END AND AT EACH SUPPORT BY SOLID BLOCKING OR BY ANOTHER APPROVED METHOD. HOOF FRAME NOTES: 1. ALL HEADERS TO BE 6 x 8 DF 1J2 UNLESS NOTED OTHERWISE. 2. ALL TRUSS: SHALL CAFIf3Y MAPNUFACTUFTEfS STAMP. SHALL HAVE DESIGN DETAILS AND SPECIFICATIONS ON SITE FOR FRAME INSPECT ION, SHALL BE INSTALLED AND BRACED PER MANUFACTURERS SPECIFICATIONS. CITY OF TUKWILA APPROVED SHEET NUMBER 3 3. NO TRUSS SHALL BE FIELD. MODIFIED WITHOUT PRIOR CONSENT OF THE TRUSS ENGINEER AND THE BUILDING DEPARTMENT. 4. PROVIDE ATTIC ACCESS MINIMUM 22" x 30" WITH MINIMUM 30" HEADROOM. 5. PROVIDE ATTIC VENTILATION PEiI UBC 3205. RECEIVED CITY Or TUKWILA JUL I�;ova . , w:r . •, i, ;ys. l!.• .. .... / ''i.: }. /.:i t t. 7 !" • .�. „..,%,,k,..42, i. f�� ..r. V`i ,: ::r < i.. .Y�.,. .,: a - \ ! 4 ,¢ r{p r '. IIII;IIl11 111111111 )1111111111111IIl11111111111/ 111111411 1 Ifi (l1llli `iiII 1 II I tj !I1I 1 II11 11111 li lIx: 11: {1llE .j I �I�! 111{111 III�III Illjill Ijl�lll iii�ill�” y '. 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Teri EXTERIOR ELEVATIONS SCALE 1/40:18-0" • 1,e4 I,cuvRp- v sir Et1LiJ OLEO C7t CHECKED DESIGN SM-220 CITY OF TUUKWILA APPROVED c 1993 SHEET NUMBER 4 RECEIVED CITY OF T UKV LA JUL i PERMIT CENTER tf= I111I111IIIIIIIIIII'I111111111111111111111111111101111111141r. .� pj6THSINCH 1 '11111.1.11. 1111,1.,1111 11111, 111.1.111 1111111111111 111114,1-111,14111 j NOTE: If the microfilmed document is less clear than this notice, it is due to 06 6z Se LZ 9Z Si' 99Z 'CZ ZZ LZ oc 6L 8L GL ill!I�IIlIIIIIlIIIIIIII!III!il l! il�llifl !Illi!VIII!LI�II!!�(I!' +t i If!Ii!ifl[1!1111!!1!GIIi, alji!l itl.!1111111 4 the quality of the origincl document. it II 11 11111 111111TH IIIIIII;IIIIIIIIIIIIIII 9 1b 11 MADE IN GERMM Y 124 91 SL in EL ZL Lit QII 6 i Illlliill !I�I�I!I 1!11!111! J!i�l�llil III�iIi1iI1111f!Iil!!;!1! 11!Ilii! !!IIIIIII1f Ill�!11111111 S E Z L ww p 11111111,1.11111611.1P1111111111111111111.1 4111111 ,,,, ""' "QF3 ' " Pf' t '1 .9'sii2rvlitiVb"S+L*C%yflftt• .'.r .,, Y,q��,._ .i_ lJ8394 MU ID EM 0 II MEM 19t.„6..4,41 hl�l� 1,114K jr=r If 7 s. 19t.„6..4,41 hl�l� 1,114K jr=r If KITCHEN MASTER BATH LAUNDRY CABINET ELEVATIONS Window Schedule s. KITCHEN MASTER BATH LAUNDRY CABINET ELEVATIONS Window Schedule C &°30 r1-6-P-,112-- (rg'PP-Vay>R1Fgi ;EttiT,\14 1 NOTE: All bedroom windows to have a clear oponing of 5.7 S.F. & min. clear width of 209, height of 246 . Verify with window rnfg, when ordering windows. Windows to be dual - glazed thermo -type eons,. Verify rough openings with window mfg. [ ;size Description Qty. B 2�,IIRna !I2 (Zvunl� 1 D �p I- o 11/) �1 1;'L �/ ' U C� '2' E 1 On rzap 7f,- (,I til 7 1 H o'%9 �io� I wNrr`� %0 �f,i 7 f (Pdh6-4' joo i NOTE: FIELD VERIFY CABINET DIMENSIONS PRIOR TO FABRICATION. 1 30'0 ttf'-I0 6J�''i,lr :) �c'rLE 4)Z) I4-'��rpeures 1 2 te)&e? II`i'I. V10 ' kI / / /c,F—(,(, i.i� 1 {-- 3 t e) . 4 - (�?- 5 ziji_(y 1 2 6 Z,0 (VS 7 -7,062f3 8 1 44P' ri 9 4(006 Li r1- rA/ 7 lif 10 c(A I ' !ELI? � F Li i co C I O ,. T', D I 0- 6T'Li�, root 1tJa 1 �jIT Fet t- 1/2 11 (,ox I�'ihlo ��#� rI�ItJi C .41 ,e• p arz eA. f)) r -f2 i���cfl.ATio�l I -- - - _ z!c e42-1 p11,0 - 16,110.6• 7/4'xt' i'P�lGID (��to.4T tiff, Ti" rt;frl0 st-I 1H I f' GT N2I114 (web I= Levart7J) LIVING - 14,110.x. -11% +-6t(.rf.r5 ?,x lo' .I &I'o. IC' 1210 I d g«rirzh 1-1 f r r-1 .i =x Q y i ;1110. o. -- 2XIZ rP 411,frizt4 UZio FIP :1ePS LAUNDRY 014901v; 2 x10 LI✓t2 te, oLTep 'To 2 - 2 )4 i'2 aim fr\V l2 "4' (tyCT g4.11 ,*1;Ael-c5te-12 DRAWN BY r-1 DESIGN ..STAIR NOTES: STRINGERS 10 BE FIREF3i-OCKED AT BOTH TOP AND BOTTOM. ALL USABLE SPACE UNDER Sums TO BE 1 HOUR CONSTRUCTION. . MAXIMUM F1ISE 10 BE 8 ". • MINIMUM RUN TO BE c ". MINIMUM HEAD I IEIGHT 10 BE 6' -8". MINIMUM STAIR WIDTH TO BE 36 ". PROVIDE CONTINUOUS I IAND RAIL 311" 10 38" OFF TREAD NOSING AND MUST EXTEND BEYOND BOTTOM TREAD. PROVIDE GUARD RAILS Ar LANDINGS MINIMUM 36" HIGH W /MAX 6" CLEAR SPACING BETWEEN DIVIDERS. rrx -•rl 411 r • r•T" -- r712.611 FX i 5Nv M►N. 101‘ G�pG� CITY OF TUKti! A APPROVED AU SWEET NUMBER 5 AL.L FRAMING TO COMPLY WITH UDC CHAPTER 25. NAIL SIZES AND SPACING ro CONFORM 10 UBC SECTION 2517 (J) TABLE 25 -0 AND SECTION 2510 (F). BOLTS AND OTHER FASTENERS TO CONFORM TO UBC SECTION 2310. BUILDING SECTION DIN• a RECEIVED CITY OP TukwiL4 U •1 ' ! 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