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HomeMy WebLinkAboutPermit B94-0043 - LATIMER RESIDENCE - WINDOWSCity of ?ictkwllh, (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B94 -0043 Type: B -BUILD Category: ATRI Address: 5018 S 113 ST St: 01 Location: Parcel #: 334840 -1742 Zoning: R1.72 Type Const: V -N Gas /Elec: ELEC Wetlands: Water: TUKWILA Contractor License No.: TENANT OWNER CONTACT Status: ISSUED Issued: 03/08/1994 Expires: 09/04/1994 Suite: Type of Occupancy: DWELLING Slopes: Y Sewer: SEATTLE LATIMER DONALD R & MICHELLE 15854 SE 116TH ST, RENTON WA 98059 LATIMER DONALD R & MICHELLE 15854 SE 116TH STREET, RENTON WA 98059 DONALD LATIMER 15854 S.E. 116TH STREET, RENTON, WA 98059 Phone: 206 399 -8290 Phone: 206 399 -8290 Phone: 206 399 -8290 ******************************************** * * * * * * * * * * * * * * * * * * ** * * * ** * * * * ** Permit. Description: INSTALL NEW WINDOWS, MINOR FRAMING, NEW SHEETROCK, AND SOME DRYROT REPAIR. Units: 003 Buildings: 001 Fire Protection: N/A UBC Edition: 1991 SETBACKS Front: .0 Back: .0 Left: .0 Right: .0 Valuation: 35, 000.00 Total Permit Fee: 844.55 *******************************..3,,******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Autho zed Signature L(2 L d _sP d Date I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building permit. Signature: Print Name:.2.2>0/2 Date: "-^ ,_.. y L7' 2 24 /— Title: _ nu) v, -e_ This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. All PERMITS ISSUED FOR NEW CONSTRUCTION, REMODELING, OR DEMOLITION PROJECTS REQUIRE CONSTRUCTION, DEMOLITION AND LANDCLEARING WASTE MATERIAL FROM THESE PROJECTS TO BE RECYCLED AT A KING COUNTY LICENSED OR APPROVED FACILITY, OR TAKEN TO REGIONAL DISPOSAL FACILITIES. CITY OF TUKW!L. Department of Community Development - Permit Centet'` 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER .5914- 0043 PROJECT NAME SITE ADDRESS l....c4-im.2r, Don So n SUITE NO. INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. DEPARTMENT: DATE IN 'DATE : .APPRO`JED: QRMENT MM 1REUIES / COENTS y BUILDING - Initial review �' Cg /I� /�� -V. ROUTED) CONSULTANT: Date Sent - Date Approved - KFIRE _1 3- 1-qLI ��+ FIRE PROTECTION: (Sprinklers Detectors jV /A FIRE DEPT. LETTER DATED: L INSPECTOR: 5--12 /° T INIT: •Yes J No �L/� NNNNG -5,:-P r,L /LCIAI.'7 �� 21 /./2`f/% ZONING: BAR/LAND USE CONDITIONS? REFERENCE FILE NOS.: INIT: \l frt. MINIMUM SETBACKS: N- S- E- W- X PUBLIC �, WORKS ?/�j►/ UTILITY PERMITS REQUIRED? (J Yes No PUBLIC WORKS LETTER DATED: f / INIT 0 OTHER INIT. it R BUILDING - final review '7o' 39% TYPE OF CONSTRUCTION: VW CERT. OF OCCUPANCY? I %Yes [] No UBC EDITION (year): 199 ,! INIT: r ' ` ,/ 7 BUILDING OFFICIAL INI • ..-7" REVIEW COMPLETED AMOUNT OWING: 0 CONTACTED FDATE NOTIFIED 2nd NOTIFICATION LP I 1 1i' S -q I 3RD NOTIFICATION R ci BY: ,gyp (init.) BY: (init.) BY: (init.) 0 UO &93 CiTY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDIN PERMIT APPLICATION DESCRIPTION BUILDING PERMIT FEE PLAN CHECK FEE: BUILDING SURCHARGE OTHER: TOTAL -if. DATE :.: SITE ADDRESS SUITE # �`�t) 14; _�.1 i_-k �-- VALUE OF CONSTRUCTION - $ PROJECT fNAME/TENANT� AA- ASSESSOR ACCOUNT # I U (commercial) Li-Demolition (building) ❑ Other TYPE OF ❑ New Building L) Addition ❑ Tenant Improvement WORK: ❑ Rack Storage ❑ Reroof MRemodel (residential) Dp�ESCRIBE WORK t;1O BE D01: 0..........31001..) mob) P>�. UJ ■ re_J Y+∎: Nots Prso. —O ts j 6)�� W: r.)ap, J BUILDING USE (office, warehouse, etc.) NATURE OF BUSINESS: WiLL THERE BE A CHANGE IN USE? KNo ❑ Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: lea Tenant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? 4No ❑ Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: ❑ S•rinklers ❑ Automatic Fire Alarm S stem PROPERTY OWNER banAi Z—.c� �� PHONE 7j ) 9 gb 9$�� n / ADDRESS ,/ of I c�L, 1 j $-� �! >�t�r04 -bry Wag-It ` PHONE ZIPIosci /1 CONTRACTOR �'�" ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT PHONE ADDRESS JZIP • I. HEREBY.CERTIF.Y.THAT I:.HAVE READ READ:ANDEXAMINED THIS;APPLICATION:AND KNOW THE SAME >1 BE TRUE AND.. CORRECT, AND. I :AM'AUTHORIZEDTO'APP YFOR`<THIS- PERMIT.. S ' ATURE �� DATE BUILDING OWNER �`` -4r� •� ..d OR AUTHORIZED AGENT ADDRESS? gS L}' �- m•} -hs-f- CONTACT PERSON) r> I- PRINT NAM Ebooa 1 6 1p, 2 t �t e, r PHONE „- o� 91 CITY21 9 &1_sg PHONE399 8+01 90 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 / AU :1-'ORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES 101[2/ ©3 COMMERCIAL SilFMITTAL CHECKLIST NEW COMMERCIAL BUILDINGS/ADDITIONS_ Completed building permit application; (one for oach.structure El Assessor Account Number COMMERCIAL TENANT IMPROVEMENTS. Completed building permit application,(ono for each structure or. tenant) Assessor Account Number Two (2) sets of. conStructlen plans, which inclu Two sets (2) of the following:'' Specifications. ..<: Location of tenant space Existing and proposed parking ;� Landscape plan (if applicable, i.e , change o1 use Overall building plan Tenant location, Use of adjacent (common wall). tenant Overall;dimensions of building or square footage Floor;pfanof proposed tenant space Tenant ace Plan with use of each room labelled> Exit. doors;: egress patterns New vralis, existing wall, and walls to be:demolishe Structural calculations stamped by a Washington Stato licensed engineer Soils sport stamped by a Washington State licensed engineer I Topographical survey Energy calculations stamped by a.Washington State livens engineer or architect Legal description Working drawings, stamped by, a Washington State licensed:. architect, which include: • Site plan • Architectural drawings.: Structural drawings Mechanical drawings. :.. • Elevations • Civil drawings •.Landscapu plan; Completed utility permit application (ono for entire: project) Six (6) sets of civil drawings .: NOTE:. See utility permit application and checklist for specific utili submittal requirements RACK STORAGE Completed building permit application Assessor Account Number Two (2) sots of plans; which include Building floor plan showing::. • Entire space whero racks will be located • Exit doors • Dimensions of all aisles 17 Tenant space floor plan showing rack storage layout aisles and • exits. . NOTE: include dimensions of racks (height,; width and length); aisles and exit ways on plan Structural calculations stamped by a Washington State licensed engineor:(rack storage 8' and over) : :• RESIDENTIAL NEW SINGLE - FAMILY DWELLINGS /ADDITIONS LJ Completed building permit application, (one for each structure) Legal 'description Assessor Account Number •••• Ej.-rwo sots (2) of working drawings which include ;. • Site plan -- --+►.. (On plan, show closest hydrant location: ,. Foundation plan •::: Include accessro building; "showing :;: Floor plan wldrh and length of access) • Roof plan •. Building elevations (all :.views •:Building cross - section Structural framing •plans : Washington, State'.Energy :Code data:. Construction details Cross. sections 'showing vrail constnsction and method of attachment for floorand ceiling • Structural calculations stamped by a Washington State.licensoi ngineer may be;roquired if;structural work is to be clone'(2::sot NOTE 1/ any iithitywork is to bs d one, submit separate utIIi ermi appl cation and plans AEROOE. . Completed building permit application Assessor Account Number one for.each: structure 'Narrative describing existing roof, maternal being removed, an Material being installed `NOTE :: A certification letter is required prior 10 final inspoction and sign off of the. permit: ANTENNA/SATELLITE ;DISHES Completed building permit application Assessor Account Number. Twc (2) sets of plans, which include :;' Site Plan (Showing building' location of antenna/satellito •dish • ri Details antenna/satellite dish and method of attachment Structural calculations stamped by a Washington State license engineer may be required RESIDENTIAL REMODELS: Completed building permit application (one for each structure Assessor Account Number Two;(2) sets of working drawings,which include Site, plan Foundation plan :•. • Floor :plan Roof plan • Building elevations (all views Buil.ding.cross= section.`: • Structural framing plans NOTE :If any utility work Is to be done provide ' and. plans must: be' submitted Completed utility permit application is REROOFS; . I Six (6) sots of site plans showing utilities NOTE: Building site plan and utility site plan May combined See utility permit application and checklist for specific submittal requirements:: Additional topographical and soils information may be required if unique site conditions :..::..: : removed, a •x+�rt r- ^Rm+.rr"aRkT� .7rr?i'!�nm''s ,S rc- pprr -^7, "'""^ I e re r�.�- er•r.� �r a ''""'''. F ,.�. �r •: ,.m n+ -wrlrr , n...';S 77:77 -r? r •**hark4*e*h•4*kv4* k******* h **Ir*******•.4•khh•k*/r* *** 4***•*****•kkIh•h****A** C]:1•Y OF TUKW] :LA, WA TRANSMIT al ** k**•k* *kk*•*** k•k** **•k k***4* * *k;4****•kk•k* ** :4k* * **.k h*•k *•k* *•h***•k* AA TRANSMIT Number: 94000270 Amount: 638.50 03/08/94 16 :20 Permit No: 094 -0043 Type: B-BUILD BUILDING PE }0' /94 Parcel No: 334840 -1742 Site Address: 50/8 8 113 ST St: 01 Fl: Um: Payment Method: CHECK Notation: DON LATIMER Injit: SAO • A *i *i *•k **iFtkktc•k•k•h•k*Ak*, A*A.***alt,1•k•S i**• kk, 1k* 7c **•ktA***A•hk*+k**4*tk•k***** Account Code 000/322.100 000/386.904 Total Description BUILDING - RE5 STATE: BUILDING Total (Th1 Total Fees: All Payments: Balance: SURCHARGE Payment): 844.55 844.55. .00 Paid 634.00 4.50 638.50 GENERA GENERA TOTAL CHECK CHANGE 9887A000 634.00 4.50 638.50 638.50 0.00 22 • 22 :t ** * * ***** h * **A * * * ** k*** * * * ** ** *k * * * * * ** * * * * ** * ***•k* k *** * *** k *•* * CITY OF TUKWILA, WA TRANSMIT ************** A** k***********.***** * * * * *•* *k* ** * * * **** * *k * *k ** * * ** TRANSMIT Number: 94000/35 Amount: 206.05 02/04/94 14:35 Permit No: 094.0043 Type: 0 -BUILD BUILDING PERMIT Parcel No: 334840 -1742 02/04/94 Site Address: 5018 8 113 ST St: 01 . F1. tin: Payment Method: CHECK Notation: DONALD LATIMER Init: :3LB *• * ** * * * *, * ** * * *, * * *•** **** *•*k* * ** * *. *• •** •* ** * *•*• * * * * * *•* * ** **** **** **. Account Code OOO/345.83O Description . PLAN CHECK -- RES Total (Thin Payment): Total Fees: Total All Payments: Balance: 1344 ..55 206.05 638.50 Paid 206.05 206.05 GENERA 206.05 TOTAL 206.05 CHECK 206.05 CHANGE 0.00 8870A000 15:45 3; INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION Y9,V - 0oV,3 PERMrT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 • roject: D,71 -.cr I 1i/ter 'Pr". : . • Address: 5010, s 1 4.34/7 .. DaYPteC. 0. .. Special Instructions: Date Wanted: am. p.m. Requester: Phone No.: Approved es. rrections required prior to approval. COMM TS: EJ $30.00 REINSPECTION EE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ecept No .: Pere: 'ttk.d.rt.44.ir-Zie. 4St - INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 roject: Lot /-1/1.142A__ ype o Inspection: r•.",e,e / Address: Date Called: ` Special Instructions: y0/9 / : 3° c.$) /0 1..... Date Wanted: ,_ 7 am.c.n. Requester: 1 Lex.4.,,e_,... 1_,/.1//s. ....... Phone No.: 3 474e-7,-7 0 ApprOyed per applicable codes. a< Corrections required prior to approval. COMBOS: ' ,Z--, z--) 1 Lex.4.,,e_,... 1_,/.1//s. Z.-- 3 474e-7,-7 .:,/ Aie--t-- . ... Inspector: Date: 7-7,7 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectIon. . •, 1 ,...11...20.wSe1./.. — INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Approved per applicable codes. COMMENTS: O Corrections required prior to approval. + r ..,t.., Inspector: L Dale: I a O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. IRecept No.: bate: Address: „....�.. GO IC. ,5 I' .�rrc.�►� U Date Called: / 1 _ ri _ n "� "f Special Instruct .ns: O", • Date Wanted: r L r01 "'� _ $ am. p.m. Requester. CUU _. �✓ WYA — b 11 LI Approved per applicable codes. COMMENTS: O Corrections required prior to approval. + r ..,t.., Inspector: L Dale: I a O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. IRecept No.: bate: J ` INSPECTION RECORD Retain t4opy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 139 q- 0043 PEW N0. j (206) 431-3670 • .:°: 1 , ,r /,>t' 4 �� �� jq)eo .:.11 I4.. !/ it ..14 /4111:1 IT ell Pm 4 4 —� .: • : Instructions: Date Wanted; Requester, t--/-1_ Phone No., --70.? "' 71) Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ' 4l4, /f5 041 ❑ $30.00 REINSPECTION FEE ; GLARED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Dale: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 -7-40---, rl `f rrn -9 71575 f Inspe - crah' n s/ r 5F/ 9 S, //344 Date Called: f/5 friy •,• :1 Instructions: D ed (e iZ a.m. p.m. R uosler. n„ V Q Phone No.: /7Z2: + 5-6 '70 Approved per applicable codes. COMMENTS: /vb : (.49- ❑ Corrections required prior to approval. Li 4.41 c_/. &M/1-14.- 1/1 7 /' 1- /-?-7 / P/ 1 o vruC Inspector 1, Date: ` y� .Pi /( ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ecept No.: e: CITY OF TUKWILA Address: 5018 S 113 ST St: 01 Permit No: 894-0043 Suite: Tenant: LATIMER DONALD R & MICHELLE Status: ISSUED Type: B-BUILD Applied: 02/04/1994 Parcel #: 334840-1742 Issued: 03/08/1994 kigh***kk***********k*****kkk**A**k**M*k**k**k*kick*hkk**kkkkig*****kkIck*kkAk* Permit Conditions: 1 No changes will be made to the plans, unless approved by the Tukwila Building Division. 2. Plumbing permit she'll be obtained through the $'ea.ttle-King County Department of Public Health.' Plumbing 40110)e inspected by that agency,: including all gas OiPiiKg:-:. (296-4722) . , 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical:, _ , work will be inspected by that ,agency (248-6630). 4 All mechanical work Shall be under separate permit through the City of Tukwila. 5. All permits,' inspection records, and approved plans shall be , maintained available at the job site prior to the start of anyfoonstruction. These documents are to be maintained available until final inspectlon approval is granted. 6. All construct-Ion to be done in conforMance with approved,.4 plans and requirements of the UntfOrm,Building Code (1991, ; Edition) as amended by the Washingtdn'State'Building Code, :1 Uniform Mechanical Code (199,1 —Edition), and Washington State Energy Code (1991,.Second,EditiOn): . 7. Validity of Permit. , The issuance of a permit or approvervf plans, specifications and computation's shall not be Con'.- strUed, to be a permit for, or an ,approval of, Any viiolatIon i of any of the provisions of this oode.or'of'any,other ",,, P q ordinOce.of,the jurisdiction. NO permit presuming t� give authority or violate or cancel the provisionsf,this code 4, i , q shall be-yalid, final inspection ,has been completed by the,Jukwitfr Zi aibildtfig .- 8. There shall be p0 occupancy of the buildin6(s)'untWthe Inspector.' 9. A CERTIFICATE OF OCCUPANCY WILL BE REQUIRED FOR THIS/PERMIT. . , legal description CITY OF TUKWILA APPROVED MAR 1994 BUILDI G DI ION RECEIVED CITY OF TUKWItA FEB 4 1994 PERMIT CENTER 10 -23 -4 SCALE: 111= 1001 Z4\ /01 to to PcnoP 28 /se' — 60 — 1 8 MAP REV. 2_a.•9/ X 1645154.75 Y 186718.03 /54. //5 / D� coop w /59 4 S. 12 (•A■li`'L '' e� i It Utz !113 THAV ' , 0'. c• ST C Vo,V .yew ep Q- '''z�•4� w 0 b clY m 1, y sP • . /54 ST • 2 .:D �� 50.4 455 tis'y 34, w IM T4 /5R V V Gov' s/ N 3b /5n (s� 1\44-11•1 sxe, 146 ;10 /G - 2015 06w pa VFLatoe, ‘t a t'trov\ c4)& I �I ,5# $wo 1. 4rrvan* 04Macev,, 1 aatose0 s >c 10 %. 6,1.1 C4 A '414 12 IS r- [(44-6:)]k 512PLF 0, o00 "446414, 240 A = cs)(-(51.. 12.5 OMR 51 its%: 6 = 4 • ►//� A�.t�caco 8 494.4 EP1DCaSGGT1dN = ( .saoo RF..Cs t , LOCO 0 5 P F 1 46-MA *F meAeotck 'W Ppo'e = (,512S) &• 16 h z 115' 1 � _ � .. o 1e- Witiw ;ACTION 2 + (5.12) = GO b& /2c - `'P o 662.Pr eti) 1440 • Do641,14) R. Lect-tAkEt- tsg-st.t- iik8t-Lsf .P.7/-31 cigi Tt›.1i 04)4A7 ..beA)ellstat- p6rit r/DuaLN4A-- avv% +Le in LI-I* Q.. df Tr-s, -TA ,46 Et./- 117-AAA. L) )NTA-S seE,&-rs fl ets n esesrG sh,Ny is* ir).. ellv61z) 6gp e )cis*,-,Aj k ne) (A.) I-1Am ke- 66 -;s 1+ cxfr— < c wt. stsLs kc eNt— (`ottvt, *Le, c..--ctJ tiCuLe lccy OAD 7/ipt7/9 hield0 FOY' geCC) Ycl 40 aranit 3 i,S & hoseclon R�u co-r 4..rk +lie. +10.Y.*YA IA) 6106r .i.)4 1, lite_ u;rhq.,5 aYe..5.0 s-217all .141a+ 145 • Ifl!r/f/Y, i; hub) 4/ie occulocrn+ loud c.)Ii4r 2. 2, The .1114Qne.)1* 15-e.SYn 0711 Clo44.:f / 101 elorn (tyro ai24- k1' , e. t.i.1 60-e_Ylmr C134::15' llia4 ware 7.1us-i- sk411 CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISE DATE O[ r !I • N SUB RECEIVED CITY OF TUKWILA FEB 28 1994 PERMIT CENTER TT AL * y'' PROJECT NAME 11A ADDRESS CONTACT PERSON D IJ LA—T/ M t=.1Q PHONE '2-7 ARCHITECT OR ENGINEER PLAN CHECK/PERMIT NUMBER 13 TYPE OF REVISION: NS U err o N po-ev S Ps., c (-Mr d r 1--14kia/ LA (_r D r=m-s. I to 1 / 944- pe.ha, i-t- `I4-- 3, I• IJ W I N D o w C .L.S 2, 5144v/el D rZTr~e-T r 3 , 2rt. t, .LS [. a'' 114J74'-(% (1 So r.V.4M. SPFc_/ p( c.. Jou,wi) 172-07U Ch !s or.; C._o,v772oL m -TD F. r3/LG,1' co p f . ; 11.4e-t_ c-•¢vi ri 6C ). 4.77 io- SP —f- /Lire SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMI'ITTED TO: 60\0 Ati•-1 s 11oPS0 ors aEGnAms It) vuucaeo TxaIOs o. k. -kqe ze"eit y� Ft�e( -- coP'r City of Tukwila John W. Rants, Mayor Department of Community Development Rick Beeler, Director February 24, 1994 Mr. Donald R. Latimer 15854 S.E. 116th Street Renton, WA 98059 RE: B93 -0043 -- Zoning Status of Structure and Use at 5018 S. 113th Street. Dear Mr. Latimer, I have researched the history of site development with various agencies in order to determine if the existing triplex is legally non - conforming per the Tukwila Zoning Code. This research has shown the following findings: 1. The dwelling was originally built as a single family structure in 1943, converted to a duplex in 1946, and further converted into a triplex in 1958.1 2. The Assessor describes the current building as having 840 s.f. on the first floor, and 840 s.f in a basement (820 s.f. being finished).2 This compares with the 1,852 s.f., basement /main floor structure in the building permit application. 3. The property was originally zoned for single family uses in King County. This zoning was carried forward as R -1 -7.2 upon annexation to the City of Tukwila. 4. King County zoning was initially established in 1958.3 1Puget Sound Branch of the Washington State Archives for Tax Parcel 334840 -1742, 2/17/94. 2King County Assessor's Office Records (Peterson, 2/22/94). 3King County Dept. of Development and Environmental Services (Mauricio, 2/22/94). 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 B94 -0043: Latimer Residence. Page 2 5. King County Assessor notes on the property show the following: a. 1978 -- Structure in poor condition and probably vacant, b. 1988 -- Structure vacant and advertised for sale, c. 1990 -- Structure vacant and uninhabitable, and d. 1993 -- Structure vacant and major renovations observed.4 6. A legally nonconforming use loses its vested rights if it ceases for any reason for a period of more than twenty -four months (TMC 18.70.040(3) (Nonconforming uses)). 7. Residential structures and uses located in any single family or multiple - family residential zoning district and in existence at the time of adoption of this title shall not be deemed non - conforming in terms of bulk, use, or density provisions of this title. (TMC 18.70.050(5) (Nonconforming structures)) 8. There has been a relatively high frequency of sewage spills with one in 1981 and one in 1987. The lack of spills after this date may be due to the structure being vacant (see Finding No. 5b). These facts, lead to the following three conclusions: 1. The use is legally established. -- The existing triplex is determined to be legally established per the records of the Assessor's Office and the Washington State Archives. There is potential conflict between the 1958 triplex conversion and adoption of single family zoning in the King County Zoning Code However, this is determined in your favor because it is not possible to determine when in 1958 the respective events occurred, nor that new County zoning code requirements were immediately and properly implemented. 2. The use is vested. -- The vesting of the triplex is not affected by TMC 18.70.040(3), even if it is shown to have ceased for over 24 months. This is because residential uses are protected from being "nonconforming" in TMC 18.70.050(5). TMC 18.70.040 therefore does not apply. 4King County Assessor's Office Records (ibid). B94 -0043: Latimer Residence. Page 3 3. Improvements to the sewerage system are strongly recommended to solve a compelling health and safety problem. -- The record of sewage spills demonstrates'a great public health and safety need to provide sewer service to this property. This department strongly recommends that such be provided immediately. Based on the above information, the Planning Division determines that the proposed action is consistent with the Tukwila Zoning Code and strongly recommends sewers be required prior to occupancy of the structure. Please contact me immediately at 431 -3684, if I have misunderstood this situation, the findings are incomplete or in error, or if you have any questions. Sincerely, Vernon Umetsu, Assoc. Planer cc:Pace tiles94 \latimer Y City of Tukwila John W. Rants, Mayor 1 eg°tment of Community Development Rick Beeler, Director . Donald Latimer 15854 SE 116th Street Renton, WA 98509 Re: Building permit application B94 -0043, plan review comments. Dear Mr. Latimer :' The initial plan review has been completed by Building Division, and additional information and/or revisions to the plans will be required to show compliance with Tukwila ordinance. The following comments are applicable: UNIFORM BUILDING CODE Note: Additions, alterations, or repairs may be made to any building or structure without requiring the existing building or structure to comply with all the requirements of this code, provided the addition, alteration or repair conforms to that required for a new building or structure. UBC Sec. 104 (b) 1. New windows are required to provide for code prescribed light, ventilation and, in the case of bedroom windows, emergency egress. Indicate on plans the size and type of windows in each bedroom. At least one window at bedrooms shall provide a net clear openable width dimension of 20- inches, and a net clear openable height dimension of 24- inches. In addition, the maximum finished sill height shall be not more than 44- inches. Designate the prescribed egress window at each bedroom at each level. UBC Sec. 1204 & 1205. ye Smoke detectors shall be installed in each sleeping room and at a point centrally located in the corridor or area giving access to each separate sleeping area. Smoke detectors may be 'solely battery operated when installed in existing buildings... UBC Sec. 1210 (a) 2,3,4. v3`� Walls and floors separating dwelling units in the same building shall not be of less than one -hour fire resistive construction. In addition, storage or laundry rooms that are within this occupancy and are used in common by tenants shall be separated from the rest of the building by not less than one -hour fire resistive occupancy separation. All openings through a one -hour occupancy separation shall be protected by a fire assembly having a one -hour fire protection rating. UBC Sec.1202 (b) & Sec. 503 (c) 4. Minimum sound transmission control is required for walls and floor - ceiling assemblies which separate dwelling units from each other. A minimum STC class rating of 6300 Southcenter Boulevard, Sulte #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 B94 -0043 Mr. Don Latimere February 24, 1994 Page 2 50 is required. Provide a proposed detail on plan to show how this will be accomplished . Any tested assembly listed in the Gypsum Association design manual , which provides an STC class rating of 50 or greater, may also be used. UBC Sec. 3501 (a) & (b). WASHINGTON STATE ENERGY CODE Note: Alterations and repairs may be made to existing buildings without making the entire building comply with all of the requirements of this code for new buildings, provided the following requirements are met: All exterior wall cavities that have been opened must be filled to the full depth of cavity with thermal insulation. Note this requirement to plans. ( )� Attic space that has been opened and does not have the prescribed thermal insulation or where insulation is non existent, is required to be insulated to minimum of R =38. Note this requirement to plans. New windows: Where glass and sash are being replaced, glazing with a maximum area weighted average U -value of 0.40 shall be installed where there is an electric resistance space heating system. This requirement must be demonstrated by window manufacturer's specifications for the windows installed. This requirement will be noted to approved plans and documentation must be provided for final inspection approval, WA - CODE Source specific exhaust ventilation fans are required in bathrooms and kitchens. Minimum performance rating is 50 cfin at baths, & 100 cfm at kitchen range . Note fan requirements to plans. Please respond to these comments by submitting two sets of revised plans that are developed. If you have any questions, please call this office. Sincerely, TUK B D y�� DIVI ION �� R • be a n ed i cto, Sr. Plans Examiner 11, flog, /, f t 4#2402- /. -;ri/. c-►. /.�/ • 002 } CITY OF TUKW$IA APPROVED ■ MAR A BUILD! DIVISION REVISIONS NO CHANGES SHALL OE MADE TO PRIOR APSOOPE � � DIVISION. tare REVISIONS Val REWIRE A NEW PLAN SURIPTITAL APO MAY INCLUDE ADrocim I2tAN Fes. FILE COPY • ,.�= �.. ,•�,,,b� 1 unde otand that the Plan Check subject to errors and omIss ons and t;.�: ..3 cf pans does not authorize t won of any adopted code Of Ofelbeini rtitakt Of actor's copy of approved gee Date SEPARATE M rT RECUR FOR: 0 MECHANICAL �I "ELECTRICAL D PLUMBING I: CAS PIPING CrTY OF TUKWILA BUILDING DIVISION 1etreesearleluI Permit No. RECEIVED f CITY Of TUKWILA PERMIT • —FEB 1994 CENTER cY1111111I1111111I11j�j��I. 1.' 11i1i1111ii11111ii11 f�al.�!1i111� 1` f 1111111111 .1191111 II11 111111,111111111111111111111 I4t1 +1, 111 i8 YHS INCH 1 2 3 4 5 6 7 !8 ..... ._ _:: ... r.�. - -: ...... �..,. ..r..�. _... .,. - -. . 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W/415 — FELT PAPER OVER COX PLYWC, CCX °p EXPOSED AREAS - TYP 235 * COMPO ROOF TYP TO $2 PITCH A -34 arnennowlm oR C ( BIRDBLOCKING W/ 3 -2 1/2" HOLES VERY OTHER TRUSS T. MTL GUTTERS WEDGE W/ ROOFING •• '� L � r ;• ► ( /211 SHEETROCK DBL TOP PLATE (2X4) _ TYP _ LAPPED AT CORNERS 3 1/2" Abwirayikidawir .INSUL. 4 X 8 HDR - TYP UNLESS SPECIFIED .:..f.,,....•....,,,.— ST L 5T SUPPO'' SPACED FI.Ar 2X4 •Ft -A 5H me 2 BARGE BD -- A + 2X 16.119X3,�?i2_1I PAS /cod Q•' -JOE :' ;AIL 1tJtV 2 X to STUDS 16" Q.C. --TYP MTL FIN 51E1.- VAR!E, E �rz. `I'Wry ' (VA•KI I:- R-13 INsU P,. - carat t. Wr -1/2" SHEATHING -G(Y PLYt4b J.L. SIDING VARIES - TYP, ove-R ISM FE-1..:r i ECARD • BIROBLOCKING'F,v EVERY fiHER :+ rFLASHING CANT 2 PLY BUILT UP FASCIA 11 HOLES P FIG. AT DECK SIDING SHEATHING • SPACED FLAT X4 ILIA :T - 4c-) ovat: 341P Ft- YwC 2X6 BARGE BD TRIM CONT. 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SIDING' SHEATHING '2X'' PC- V 4) S \ lkorwr IL -1 Lel m0. -.K R I?tECE1VED• CITY OF TUKWIL.A SCALE SHEET - N � .FED •If 19994 ilmm1e CO P-IctRo5 5E (L)M F1_`( WIT )H 42 yr • ,.,•• -3_ • Nrw'^."..7•�.jml'!nsrby�+p�Y. - r . 4 ..ef•J �"•�� �..S1V•.iY. 4i 1 •4 4...: .., .. ".+ ! •tr. .F ... i ... 111`11 L . i +•�I 1l 1 . :•'r. I . r c+'iw4 � . . f-.,.: .3'•.y_ •� �.'w. ,Y..`� . ,f ,. ri.- e n•. f .'�!�.'" r Y I < /'/Ye. -. .�M :�. f..;.?.^.a . `f� j +ljl�Ijll'j��lji� "11l) il1j :' ji�i.jIIII'IIIIIIIIIII 1ljll -j�,j 'ICI I F.73 4 6 7 8 1 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. 0 1671.1S INCH 1 K.' td.'.'' ft' i"++ l7l 'J{fi'�7Ci$S"�i+'?.i}t`✓�f3+Y O+w'+c:� • • 111111111111111111111111 `1111111 1111 10 11 MADE IN GERMANY 12 • r . , i • • ! • .• ,• GeneraIallotes • 34. 2. BathrocolUtility roOma-fans-Stkail b capable of 5 complete al.r.changes per hour and shall be•tVented directly to the outside throUgh smooth, rigid, non-AbSorbent, non- 15. combusbable duot,;..rork. Flex ducting is not allowed. 3. Roof aM footing drains tightlined separately to apprOVed'discharge. • • 4. Smoke detectors shall be interconnected to each Other and audible in sleeping areas . and shall be:powered by the building wiring. I- Min. 5/8" tipp GWBarequired,between garage an4 c1,19e111ng,apd walls, • ceilingS fi.beatasf:whialf SUPPort dwellings aboleigaaage. Min., 1. 3/8" thick 15ilf-610Sing solid core door requiredubetween garage and dwelling. colummrtS, ill: Al fate, •eal wood to close to ear eh shall be press9re treatrNI or have a wIrutal iesislan•.e 1.0 For. . Li-, „,,,, 5. Ail nailing as per tables 25-P, 25-0. 6. All wood in contact with concrete or money shall be pressure treated or have natural resistance to decay. 7. Fireeblocking draft stops, fire stops shall be provided as per local codes. 8. Positive beam/post & post/footing connections shall. be provided to prevent uplift and lateral support. 9. Emergency egress windows shall meet the following standards: min. 20" clear opeh width min. 24" clear open height min. 5:7 sq. ft. clear open area max. 44" sill height 10. Dead bolt (min• 1/2" throw) and viewport required @ exterior doors. 11. Windows within 10' of grade shall be provided with latching devices. 12. All locks shall be openable without specialdulowledg or 11. Copies of ti-Usa design and fabrication must b Submitted approval prior to fabrication. 14. Stairways: min. 36" width min. 9" run max. 8" rise 6'10" headroom handrail grasp dimension handrail 34"-3ef' above tread min 1 1/47 max. 2 1/2" nosing effort. to construction dePt. for 110710nrs: owninT; - 'N/ArAIE Pt-4'Yr) F-14 OS 0 PI on edge tf tvCo pieces OF112 16. Submit 3 copies of truss de*ign and fabrication Oetaiis to building dorvIrtmr411 for approval j)rJ.()t I.O faht;icalion:.' 37. Fileplaces shall have tight fitting. flue damperq,and shall provtded with min. 6 sq: inches of (Nit 1( Ir. CivilhOSLI on flj r coir Foundation NoteS ;1. Min. concrete design: 5 sack/?, 000 PST [MX 2. /Min. 2- f 4 rebars 0 top & 1)ottom of foundations. 3. All footings min. 12" below grade, resting on. firm, undisturbed earth; others 0e1.8" below grade as per local codes. 4. Min.-00pncrete cover for rebars: 3" cast: against. earth :1 2/2".exposed to weather/earth 3/4!' not exposed to weather/earth 5. Concrete shall'attain a harness of 2,000 lbsaper !.1. in J28 daYs): 6. Re--bar astm. grade 40 cont. around corners with min. 24" laps, -3" conc. sides. cover' on all . 38. Raft.er t tes are )r-vii red at, 4 -0" 0.C.; bewatr.-' or high s)-r";.. in col Int- I:in rou,f nySI-Pms. 1/2" x 10" anchor bolts (unless otherwise noted) set 4' 0" on center; set 1' 0" from corners of fndtn. wall. pat-j. 2_ PER 39. A" vsrf. draiWtile in gravel fu perimeter drainage. 40. pe.5(rif3 toaDs : st.0(.4, Lo/.() 7.5 PS F 15 p.51r, _D.L. (ff.-ea., L0/49 tfx,r,„ 1. uq. (.41/i r) 4c. r= 7 tea, P L. Drick Lt (1,C, es.F.) p.5.F-p.t.. 15. Winding Stairs: min. 6" tread 0. narrowest point mia. 9" run, 12" from narrowest pt. Spiral stairs-- min. 26" wide clear walking area min. 7 1/2" run, 12" frowthe narrowest point min. 6' 6" headroom max; 9 1/2" rise 16. Roof area needs 1 sq. ft. venting per 150 sq. ft. 17. 1 sq. ft. per 150 sq. ft. of under floor area. IR. Attic access to be min. 22" x 30" with attic headroem at 30" at access. 19. Crawl space 24" x 18" min. opening. 20. 3I; high min. required for guardrail. 21. 4." max. clear space beeween intermediatcarails. S Pfriaara. cat. a a ;ar prac 22. 30 pounds min. design equivalent flnid pressure. 21. PrPvide min. two floor joists under cr.ipp.les for window headers at cantilever NOF.P glu-lam beam combination symbols. Note design load values. 24. Openings shall he cauiked, sealed, or wratherstripped. 2. Seal tears and ioints in insulation w/tape. 26. Shower flowacontrol limited to 3GPM. 27: 1/7._" Pal (waaerproof) in tuh surround. 28. Service water pipes in unheated spaces shall bP insulated. vapor barrier required in crawl Space, lapped'l2" at joints. 29. Min. 6 mid visqueen sections. 30. Insulation requirements: 5 C.C:› 144, r& A PJ.4 o-\/ARI- R-3O oil and gas heat R-38 eiectric heat P-19 wal Is. . .including walls adjacent to unheate.r.1 space, R--19 min; in floors. over unheated sfoct=, Liasr,?,titent concrete walls la •be furred to alltag P-19; R 4.25 rigid at floor slab, R A. 15 for healed slab. 31. Windows: Max: glazed area is 21% of gross flora area (includes skylight door .area). All glazihg insulated (double glazed). Max. n. "5. /?"\AN\IN YE.-STED 3. 'Super cents hones will have the following min. R-38 ceiling . . R-19 uialls Ng/rigid foam board R-30. Onyfgeflopr. "All'U-Rerior-interior.jOintsacOnne'etfohs, etc : will be.heared agasket material to form a continuous air barrier. i psi) lati es) area X 2 plus w/caalkino or 1. DES la) CR 1 TE.RI A ROOF LIVE LOAD 25 PSF iiiiimistassIdOgge/4""21- DOP, larideseagoollowlweiwirmaselimszwitonaikatasPSF • 8. Min. 24" insulation (perimeter from top of slab downward and then horizontally under ' slab) where applicable. . 9. Height of fndtn, wall will vary with grade. 10. See table on foundation plan sheet for size and depth of foundations. 11. See table on foundation plan sheet for concrete wall reinforcement (size sand locdtion for horizontal & vertical rebar.) 12. Cross ventilation required 0 1 sq. ft. per .150 sq. ft. M n imum: 6".x.12" foot i.ng With 6". ENDIN wall for up to 2 floors (.9-0.?eLLIO; and 8"x15" footing ;4irh 8" FturN Vali rot 1 1toors WeE?t.ttel. Chr--.71,-. with building depts, . fol I-01110M- ion minimunr. Llt ..0 Vrri 114.13 ae0)-A, LitIsk WI 11D • 80 MPH , EXPOSURE B EARTHQUAKE Zone 3, K=1 . 3 3 ALLOWABLE 50114 PRESSURE 2,000 PSF (Natural soils or ,compacted [111) REINFORCING STEEL SHALL CONFORM TO ASTM M15-76A, GRADE 40, fy:- 40 ; 14,0,0 rs; s4.31,DED WI RE MESH SHALL CONFORM TO ASTM A-185. 3. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH AC1 315-83 AND 3 18-8 3. LAP ALL CONTINUOUS REIN- FORCEMENT 30 BAR DIAMETERS oil 2' -0" MINIMUM. PROVIDE CORNER BARS AT ALT. WALL INTERSECTIONS. 1.7P CORNER BARS 30 BAR DIAMETERS OR 2 '-O" MINIMUM. LAP AINIACE,NT MATS OF WELDED WIRE MESH ONE FULL MESH AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD SENT UNLESS SPECIPICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. 1.STRUCTURAL STEEL, INCLUDING..PLATT.:S AND ROLLED SHAPES, SHALL CONFORM TO- ATTFLTCq; T 16 Fs' • SiEt rats' .ceeta. c.,-;orcla' Ti• AST/a A -53 -7 A 7y,Jj r pg f2; Fr 304. Bni as SHALL CONFORM TO ASTI,1 A30 7. 5.GLUEDLAMINATED ?EMBERS SI4ALL BE FABRICATED :IN CONFORMANCE WITH s..TADIfikliDs NO. 2.57110 AND 2 5-1 1. EACH. MEMBER SHALL BEAR AN A1TC IDENTIFICATIONiMARIf A.ND SHALL BE ACCOMPANIED BY AN AITC CERTIFICATE or corwflitmAr4CE. ALL BEAMS S11LL BE DOUGLAS FIR COMBINATION 24F-V4 FOR SAMPLE SPANS AND 24r-y8 FOR CANTILEVER OR CONT1NDODS SPAN BEAMS.., FI) r- 2,4 0 0 PSI , Fv e. 165 PSI. • NO CAMPE.R. F...FRAM.1 NG LUMBER SHALL 13E GRADED ---gl'Ati371,10..) GRADING RULES LATEST EDI '1'10t4 . EU RN TS11 TO THE JOISTS (INCLUDING 2x6 AND LW(JER MEMBERS USED AS !STUDS AND PLATES) BEAMS .AND STRINGERS POSTS AND T I MB E RS STUDS PLATES AND MI SC. • LI GHT FRAMING TOP'AND-BOTTOM PLATES AT AND MARKED IN CONFORMANCE WITH FOR WEST. COAST LUMBER No. 16, Fom,nwT NG 141111 MUM STANDARDS: IIEM-F'IR NO. ' 2 ilimalkdakiessisMiteMP 2 MI. NI MUM BAS 1C DES I GN STRF.SS, fh - 1,0 0 0 PSI.. DOUGLAS FIR NO. 1, MINIMUM BASIC DESIGN sulEss, fb - 1,350 P51. DOLI,gLAS..FIR NO. MINIMUM BASIC DESIGN STRESS, fc: = 1,000 PSI DOUGLAS 'FIR 01) 11F,M-FIR STANDARD. GRADE• DOUGLAS FIR CONSTRUCTION GRADE • •t„ ^1*.41a • 1 7. ALL WELDING SHALL BE IN CONFORMANCE wIrli MSC AND AWS STANDARDS- AND SHALL -BE PERFORMED BY W.A.B.O. CERTIFIED WELDER$ USING E 70 XX ELECTRODES. WELDS, • UNLESS OTHERWISE NOTED, SHALL BE 3/16" 'CONTINUOUS FILLET WELDS. ITEMS NOITIY. "FIELD WELD" WITHOUT SPECIFIC INSTRUCTIONS SHALL BE WELDED TO PROVIDE THE EQUIVALENT OF A 3/16" x 1-1/2" FILLET. WELDING OF REINFORCING BARS (IF , REQUIRED) SHALL BE PERFORMED USING LOW yYDROGEN ELECTRODES. WELDING WITHIN: 6" OF COLD BENDS IN REINFORCING-MM, 1$ NOT PERMITTED. • ...••••• RECEIVED CM OF TM/1U FEB 4 1994 POINT COMM 44 •,,,, i ."1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIITIUIPIIIIIIIINIVIIT1q.'. 11 'WIWI 411111111I liii IIIWIWIFITITITIII AktiRtiii 1111-41,1iiiiilillpullitlilliwpilllopolitii 19f/3 4 5 6 7 8 9 ''' 10 11 MADEINRMAM12.' ( ' NOTE: If the microfilmed document is less clear than this . t )f ! ...:-..... ( . notice, it is due to the quality of the (original document. i . . i 0 10 THS INCH • 2 • •,• • •-•&k; ' 4, • , ;1• •-4 ';11 r' .tia art- 43., ' • • • • .[% • • 11. /S • 1,4, • 1. / tAirar- • • t 4 • ". • . I *.•11.,..11.0.116111.1161.1mot mt 4a -• k tt k • 1.•"‘‘.71* /ft' vo,.. • r 444 t 01141Pitall4,4t :4, yr 4 •• • • • ). • - = • • V 144.C., 1,1 CITY OF TUINUI APPROVED MAR 11114 - • 4'04: 1 'XV ••• • 4t 4 C't # r 1p.. • 1 .-4111974.A. '1.0 ■ 4110 fp.,1Mrtit Yft ri$104WAI War • wale; , 4111.0 Sant 1111111110 • minas • GAS PIPPO CITY OP TUKWILA maw ' • • • • -,10-480 i• • 4 *lair it- fiat •••- t •41140, • • 404 •44.•-• .r •011t tic ,innr‘lt• .! I di 111 t itig im is * ; ass at 1 *0* .3••••• ••• * it . a i ; -Ft• 4 5. "1,4'14140201, es, 4111IWNISISIOS folio 4:11t 1, ! • • White, -10,411 , • 111 •* 50 i..) • • t 41% .1 t &A** if? Se ZOO 4. V was • ,• ....,•Javymatra • • 10? it ID'- Iv' Nom; 1 6K,sr• *oGt- R 'PPP o U STS>R w*'-c- GoWOOS D oN - Py 2 x 6 peesn.i SoE -tx�51 h'And rLf2 ol.I4l 1 1 if t s W At. C1 SIM .** CITY OF TuIIwIu APPROVED MAR 7 1994 BUILDING DIVISION ,vor : 0`''E Al krPiorr a'*.0 ry'P- ) Ntf ALL- NM.L t-A u 111*; Hp-V4- t.rs►4 GP+4. MUST f3- j I --Cxi 1'C 1-14 .- FULL Ds= P-rH 44:0/ rry Nine Thriatithir 1 t`WSU LA11014• Aim- sews- 'nor ag sotes ofnemfam 4 Litticsi foresrocal e t . sat irk 14 wool. elairilmitr IthrdeurRa - st MAIL• ht.i µltd. -_ isilegita..:.H , .. Magner A ~MUM- mara Astadlik4011P lieveueopret tostinoses sear set peur t i-al luIN OPlat E. t 1 lime r • t _.. _•••••__._.._ ••,_.,.t arirtiout FEB 2 8 199 SR a r S. Ivor ...try Atm ab. . 's 10Weigl'•.r7 s►.i b fit! 1.1010/110.0401ft sea 10164allat ,Cf0111 SOH. or WALL) A -P -fit. ,JAt. COPTS .4'tW o wis.u..) ' (sport) men: sm ue TRANgt4K41014 DWtWP4 Fictom S. • 14N M c.*ss 14-111tifq OF is r uiRtD. II I' I 1 cons, 1 3'i' 1 1 Z K• 6M 1 /u S: BUILDI 0s.ttf j 'Z./ WSW 011607D4147- I. i • CRY OF TuK u APPROVED MAR 7 1994 • SO &Pr +aµr a4 a L ■ o 145 criwAL-Q 'P ) iL MO k l,lGott' J onfingiaA FEB 28 1994 MAN MINION Lt sa to airr4 Q Sssv AA -cR 5W11011/4.1 yr- f.„1R els) A i ir fir yea 4"Sl4C p1 Poriblf '! Ulf • 13c14 X!S NONN FizziR fldPN , Ir_, I . or • 343` leM L/&LILIO c 1 1 1 I 31 Cmr OF MVEDUI MAR 71 BUI ' ' t DIVISION • aR in! t 8 Iv." or. W U. r r &inw $ n� tste Kb , j 34 3 343(. Lk . 4th SLA3 0A/ 11 crest... 3'13(' 3434° - ---4 -- tos &141' L014 P hG2R PLAN ".I -o P 1 4, Clair I k x i ;, 3 L 34f 1 • maraca N ► FEB 4 1994 0/9,1 Niss SIM Nat e Ao tet,gr 1. -retem rimy earn VYin row rr.J wr+, %AA •' EXPOSED AREAS - TYP $ SG • COMPO ' ROOF . • TY!! TON! PITCH A-* ONtf) Mat • • w� In" SHEETR'OCK -'-"a OK TOP PLATE (1 Xe j -TYP - LAPPED 4 X1 MDR T•YP UNLESS SPECIFIED • ZXb STUDS IS" 0.C. TYP R -13 lPhUWT1oN 2104 WA1 1- R• 30/a 4s" - OIL INIUL. AT CORNERS 3 1/1" SHEATHING -GDx PLYL.ID oR) yritAND SIDING VARIES • TYP. ovl$*, IS° PSI.T COULD 2XC0 SOLE PLATE TYP 3/4" TOG PLY 0 SUBFLOOR- TYP - C -II.UE 4 NIA 1 l . L h11 n1.) ♦ EMT WNW 1 PRAM MTL GUTTERS WEDGE W/ ROOFING SAME OD A ST L tiT SUPP 4' /. PIPS •?L&SMur4 • V9 a Iz't PL$s RI:4 04. 'RAE AIL. It"; AIM aft •1 Y5 IN1r 5r4�5 (VAK1MS) BEAM SIZE V4044 Slm oN r NA DE • BMRDOLOCK M EVERY ONE • FLASHING CANT BUILT UP FASCIA S101NO SHEATHING 2X4 BARGE 80 TRIM CONT. PERIM JOIST 2X MOPPED • UT TER -TYP C. XT 10.14U- 2 X 4 WE ENGINEER BIROBLO - 3/1 3101 SHEA SOLID BLOCKING l 2 x 1 -TYP 2X PERIM JOIST VCNT -y 3/8" PLYwo FIT IX2 TRIM MAX. 4' MG AT 1/2 OAYLT. BEAM SI2 ARIES CANT. TRUSS -TYP OBL TOP PLATE I b'F E LT PAPER e SIDING DECK STAIRS 4" CONC — SLAB ▪ •• • • . . am moose. asnliwahmaa•Sh• am WA ENLLOS • 0 S.ysTTrm 4* *0c q3.0043 :4;:y Icy' Ace, - do "ca.c.; 01' 0 w11t". MflH GABLE END SONG SHEATH 3/4X`4 CAULKING CORNER BATTS 2 -'I el re KW; 7X (e P.T. MN D SILL r( v t q b C 6�c�1�4T1� L1 ltplPeiebD MASS SHIW(4 .. • • i 2te sIfiNIzc . 4 4% Pot% , 444. e VPu41S.. Q0 1.15. fi1.Tp4Paies 4406„► Fish riti4LvI; ovsa.. &momMO- ear *t . • .,5101 NG SHtATHIN G • kira IC( Lin M • t GcM F'LY WITH aikr 34 1 SI19I • K RAIL w SCALE SHEET — Ni Ee .4 1994 PINS "WWII VIONCIILIEWS See` 1 4,11104,01,5 we nor felt sot* te not ills Malls, cola mni, and elwtli l 1. t faun! ani .a. Rose ale fatting sins Intel tie tightlinad peparatbly to epprowd'disa68e41/• • 4. sm dstsc tow shal 1 be Interconnected to each other and audible in slopping areas.' and shall bat•powsred by the building wiring. IS. All nailing as per tables 2'! -P, 25-Q. 6. All woad in contact with concrete or msmonerY shall be pressure natural resistance to decay. Fireeblocking6 draft stops, firs stops shall be provided as lees treated or have local wades. 8. Positive beam/post 6 post/footing connections shall be provided to prevent uplift and lateral support. ti . egress windows shall asset the following standardss * tl. 30" clear opals width min. 241' clear open height min. S:7 q. ft. clear open area max. 44'6111 height_ 10. Oar! bolt Win. 1/2" throw) and viewport required 0 exterior doors. 11, Windows within 20' of grade shall be provided with latching devices. 12. All locks shall be open+sble without specialt.knowledge or effort. 11. Copies of truss design and fabrication must be submitted to construction dept. for approval prior to fabrication. • 14. 4 9t441711" Width Mn. 9" run ►pant. 8" rise nto. 6'10" headroom handrail grasp dimension min. 1 1/47 handrail 34 " -3d' above tread nc ing MAX. 2 1/ 2," 1 414 Ali amp wfl wood or close to 'St t1t abet I he In r.esryl<► e ., tat stood or' have a natural ten (stance to r01' • 34.. e ►y.w.n• l,iwi.al •- VM R I4.4 a.at rl r& h dos r' lyres 11(1 --U04 '; 3°‘CO 1!1. Hendnre: awning') on edge if tin pieces 17,2' 36. Rubmi.t. 3 copies of truss dsplgn and fabrication 40E14 to ixll.ldtnn department for approval prior to fah%icattdsle' • � Fireplaces shall have tight fil•.t i.ng, tlus danpssral'aard *hall be Provided with min. 6 ail: inches of outside combustion sir source. • 118. Rafter ties are required at 4.-0" O.C. 1 bewijM of high et-rPsas, in collar tie roof 'metre. 39. 6" pert. dxsit :Nile in gravel Inv perimeter drainage. • 40. PtSftw Leaps: .,*Now !OAO ?.S'•, p5P, Is r..?.R - pt..(eail.. Lost) Fl L.I0E tasp eft, F?5. fry ft, ate -R4: Owe lc i..l. Coo RAF, 5 pits -r e.. 15. Wier ding Stairs: ml n. 6" t.r narrowest point min. 9" run, 12" from narrowest pt. Spiral stairs- - min. 26" wide clear walking area min. 7 1/2" run, 12" from the narrowest point min. 6' 6" headroom max. 9 1/2" rise Roof area needs 1 sq. ft. vent in nq per 150 sq. ft. 1 sqe ft. per 150 eq. ft. of under floor area. Attic 'access to be min. 22" x 30" with attic headroom at 30" at access. Crawl space 24" x 18" min. opening. 36" high min. required for. guardrail. 21. 4" • clear space between intnrer_diate. rails. SPNa►s C4 wGT PAC( ni1e4.4 22. 30 pounds min. design equivalent fluid pressure. 21. Prbvide mine two floor joists under cripples for window headers nt cantilever sections. Note qlu -lam beam co binaticn symbols. Note design load values. Openings shall he caulked, sealed, or weatherstripped. Seal tears and joints in insulation w /tape. Shower flae'.control limited to 3GPM. 1 /2." GA's (waterproof) in tuh surround. Service water pipes in unheated spaces shall be insulated. Min. 6 mil visgneen vapor barrier required in crawl Spice, lapped' 32" at joints. 24. 25. 26. 27: 2e. 29. 30. Insulation requirements: 5Wt Nwrzt tes pt.s*&m.s P'oelM- ■ARiES R230 oil and gas heat R -38 electric heat R -19 walls. . .including walls adjacent to u,4,erited space, R -19 mina in floors, ovet unheated space, baaeuerlt concrete walls must he furred to allow R -191 R 4.25 rigid at floor slab, R 6.15 for heated slab. 31. Windows: Max. glazed area is 214 of gross floor area (includes skylight area x 2 plus door areal. All glazing insulated (double glared). Max. 11. 605' ' &!.k MA marl) 3. 'Soper cents domes will have the following min. insulation: R -38 coiling . R -t9 Wails w/rigid foes board R-10460112.11005. 1111 'S stiot- interior •joints,' cOnnebtions, etc: will be 'bested $ /csutkf ng or • gasket material tO form a continuous air barrielt. ' • '.DESIGN CRITERIA ROOF LI VF LOAD DOB. SIMESsisiddisP SF - 1-"-a t-f1Seiseiemeer NINSIBISSIOPPSISSIBISlithat- WIND • 80 MPH , EXPOSURE B EARTHQUAKE Lone 3, K =1.33 ALLOWABLE SOIL PRESSURE 2,000 PSF (Natural soils or..conlpacted fill) 2, REINFORCING STEEL SHALL CONFORM TO ASTM A615 -76A, semis 1fl. ,• fir . IGoeo psi 25 PSF t) Mine o«acrete dssignn S sack/2.000 P81 ipix Z.,'Itin. 2- i 4 rdMrn 1 top a bottom of tajlndatiaa. 1. All fostings slit. 12" Slog grade, resting (infirm, undisturbed earth; below grads as per local codes. 4. Mimi: �nafnts feaster for s thars, 13 vast against earth 1 StS" to weather/earth .M 3/4r not sepoesd t0.11aether/ earth S. , Concrete shall' attain a horns of 2000 fibs: • pot 414.4n 001 dl sh Ps»ber mate. grads 40 cant. armed corners with min, 24' isps. 9" comp. +rte. en all ♦ A suss. 1/2" x, 10" anchor bolt( (unlesil otherwise noted) set 4 0" on enter; sot 1' b" free CMS!, of � ?Mtn. wall. MIN.: reit tr►n. e.. . ' . Nan. 24" insulatiai (perimeter frost top of slab clove nis d and than hotii ntal$y� nadir slab) where applicable. ' 9, Height of fnettn. all will vary with grade. 10. See ,table on folandntion plan sheet for size and depth at foundatioms. 11. See table on foundation plan sheet for concrete wall reinforcement (size+ and lataftiam . for horizontal. '6 vertical zebu.) 12. Cross ventilation required A 1 sq. ft. per 150 eq. ft. 11. Minimums 61x12" footing with 6 ". MTN wall for up to 2 floors (Sitattle), aivi 8 "x15" footing with 8" MIMI gall for 3 t loors (Seatt•le) . Check with 10/1a1 building d es, for foundation minimums. 4.01sj ply' '' IT'11 1$411 LS M44 WELDED WIRE MESH SHALL CONFORM TO ASTM A -185. GRADE 40, fy 'r B. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS ANp BENDS) 114 Ari 5RUAACrwxn i lcz 31g RnNb'lg-83. LAP ALL CONTINUOUS REIN - FORCFMENT 30 BAR DIAMETERS OR ?' -0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL INTERSECTIONS. LAP CORNER BARS 30 BAR DIAMETERS OR 2' -0" MINIMUM. LAP ADJACENT MATS OF WELDED WIRE MESH ONE FULL. MESH AT SIDES AND ENDS. NO BAILS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD .SENT UNLESS SPECIFICALLY SO DETAI LFD OR APPROVED BY THE STRUCTURAL, ENGINEER. .STRUCTURAL STEEL, INCLUDING .PLATES AND ROLLED SI)APES, SHALL CONFORM TO 1.'�M Aj6 ; r 1fi KSI . swat p,pss SHa.L.L enotein Ti ^STM A -S$ -7t A 7rr( f oL S tit•OE G Fr •360OsOil WILTS SHALL. CONFORM TO ASTM. A107. 5. GLUED LAMINATED MEMBERS SMALL HE FABRICATED: IN CONFORMANCE WITH L�. B .c'TITANDARLS '1q. � -x0 AND 25-11. EACH. MEMBER SHALL SEAR AN AITC IDENTIFICATION. MARY AND SHALL BE ACCOMPANIED BY AN AITC CERTIFICATE OF CONFL hMANCE. 'ALL BEAMS SHALL BF DOUGLAS FIR COMBINATION 24F- V4''FOR SAMPLE SPANS AND 24F -V8 FOR CANTILEVER OR CONTINUOUS $PAN BEAMS., Fb f 2,400 PSI , Fv 165 PSI. NO CAMBER. 4.FRAMING LUMBER SHALL BE GRADED AND MARKED IN CONFORMANCE WITH STANDARD GRADING RULES FOR WEST, COAST LUMBER 110. 16, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS (INCLUDING 2x6 AND - LARGER MEMBERS USED 118 'STUDS AND PLATES) BEAMS AND STRINGERS POSTS AND TIMBERS STUDS, PLATES AND misc. TOP'"AND'''$OTT M PLRTRS AT urnrn HEM -FI R INO. •. 2 2 MINIMUM BASIC DESIGN STRESS, fh - 1,000 PSI, DOUGLAS FIR NO. DESIGN STRESS [QggLA$.,FIP% NO. ESIGN STRESS 1, MINIMUM PASIC fb r 1,3S0 PSI. • 1'•, MINIMUM BASIC fr: a 1,000 PSI DOUGLAS 'FIR OR HEM-FIR STANDARD GRADR DOUGLAS FIR CONSTRUCTION OMDE • 1 • • • • • • • 1 . >♦ 7. AZ& MOWING SHALL BE IN CCZIFORMANCE NIOII'AINC AND ANS mall awd Mi Vii' PERM BY W.A.B.O. CERTIFIED WELDER, USING 1!s /0 XX XLEC'TRODIA . NNW&.. UN'L:Ss OT ERNISE NOTED. SHALL BE 3nesporrimuous PILLtf WILDS. :2I11M11 "FIELD WELD" WITHOUT SPECIFIC INSTRUC /0MS SHALL MEWL= TO 81t EDOIVAI�F OF A 3/16" x 1-1/2" FILLET. WELDING or RNIN IIR .- {024 ; REQUIliED) SHALL BE PERFORMED USING ION 1lX shelf. , yoga= ,1I 8" OF COLD Btu IN REINFOICItirSlZEL I$ Pc x 1'110. 1i • • ofl4 FEB 4sg4 temot • • ,44; •