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Permit B95-0187 - RIVERTON ADDITION - LOT 16 NEW SINGLE FAMILY RESIDENCE
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City ©f Tukwila 1. ( (206) 431 -3670 Community Development / Public Works • 6300 SouthcenterBoulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B95 -0187 Status: ISSUED Type: B -BUILD Issued: 08/16/1995 Category: NSFR Expires: 02/12/1996 Address: 3720 S 130 ST Suite: Location: Parcel #: 734560 -0955 Zoning: Type Const: VN Type of Occupancy: DWELLING Gas /Elec: GAS Wetlands: Slopes: Y Water: 125 Sewer: VAL VUE Contractor License No.: URBANHI050BZ TENANT RIVERTON ADDITION - LOT 16 OWNER RONALD CHARLESWORTH Phone: (206) 859 -1440 24922 - ;11ITH °AV SE #8, KENT WA 9803 CONTACT RONALD CHARLESWORTH Phone: 206 244 -6523 37125'130 ST, TUKWILA, WA 98168 CONTRACTOR URBAN HOMES INC Phone: 206 859 -1440 24922 - 11ITH AV SE #8, ' KENT WA 98031. ******** **;' * * * * * * * * * * * ** * * * * ** * * * * * *, ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: CONSTRUCT NEW. SINGLE:FAMILY.,RESIDENCE SETBACKS Units: , 001 Front: .0 Back: .0:i Buildings: 001 Left: .0 Right: .0 Fire Protection: 001 , UBC Edition': 1991 Valuation. 132, . Total Permit Fee: ' 759.50 ****** -************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** \ M S- 11Q-9 s Perm & Center Authorized Signature Date I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work ;. will be complied with, whether specified herein or not The granting of this permit does not presume to give authority to violate or cancel the provisions of any 'other state or local laws' regulating construction or the performance of ;work.. Z am authorized to sign for and obtain this building permit. / � 9> Signature: - 1 4 Date: Date: Print Name: J.2 /J>Z10 Gc i ,�', �° Title: 44.,, .1,G' �(27 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 Tukwila .A 6, ii i . DEVELOPER'S R, ..OJECT WARRANTY REQUEST FORM ...:. :.::...:: :::... ::: :Sd� tS!' s�;:;t�e.::t�ix�nd' In �► . n ;:f� .t;►ih r. nd; . .. ..:. .::.;:. ::. >;: NAME OF DEVELOPMENT: Lo J , / wi , DATE: 3 DEVELOPMENT ADDRESS: 5726 S / j61 `3T' PERMIT NO.: 6 is - 0 1 67 CASH ASSIGNMENT NAME: /447/ /710)'4 , TEL. NO. .4 -(p 7a • SHALL BE REFUNDED 7932_. : 0 f 6;7-11- - BY MAILING TO: ADDRESS: � C / (please print) CITY/STATE/ZIP Likk ( . 42/a , .VA ( *F y 3 DESCRIPTION OF ITEMS TO BE COMPLETED (REFERENCE .� PLEIt4S/DOCt.MENTSWHEPE ITEMS ARE DESCRIBED): f)) /Eve 11 a Nft - . I As the owner, or authorized agent of the owner, I hereby submit cash or cash equivalent in the amount of 1. $ i t, t 9 i , ± ($150% of value to complete work described above) and attach supporting documentation for value of work. i will have this work carried out and call for a final inspection by this date: ( (P /________/ 94 ), or risk having the City use these funds to carry out the work with their own contractor or ` in -house manpower. If I fail to carry out the work, I hereby authorize the City to go onto the property to carry out completion of the above deficiencies. I further agree to complete all wo liste` a• •ve prior to requesting inspection and release of those funds. SIGNED: >: TITLE: P4 ?/ o j ;. E FUND H U ND IS AUTHORIZED RIZ TO BE ACCEPTED. i. S�'GT1l�N 2..�1t0 loo. camp.eled'..by THIS �J SIGNED: �1 , ` fi r , - DEPARITMEVT HEAD: v A-)-tin C_l , -x. , a_ 1 • C AMOUNT. z/ , / 7 , 50 0 CASH p,3i CASH EQUIVALENT -Check DEPOSITED THIS DATE: �,�; l-J w CITY RECEIPT NO. t_-' RECEIVED BY( i. .. mt. � .. . .yq ![OM � P. ;: .Y..M\ x'CCMEhV '. . W'S•]•X9�`000•>?'.VK„. . :M.. • .. 'O(J.KR• \� N➢004ip v b o0ii . :AIT'n.ti" vOJ... .yyN y SOKM•' • � E .TION. �3.. f .r1 ..yam `Ie#sd :;<.: I »;__: �:;::>:»::.:.....:::::. .::...,.': ::..::,:':. :::._:;.� .LL ....:... Ali work , ici ©I�tifioci In Section 1 of this form has now been completed 72 HOUR NOTIFICATION3 Y � y and returned to deprtrtmont which authorized warranty. I hereby t, INSPECTION AND RELEASE OF FUND$ request inspection and release of my.cash/crash equivalent. . DEVELOPER'S REPRESENTATIVE: DATE: and �;:: :'' : "'�;.;;' : I have reviewed the above work �.rt'..i fnu.:d it acco 4 r�4olo and therefore . :l�o; bs`cari!'�leted.'�� : > �;,fi� ..��?;<��f�<�:<� < > : << <; �`' .......... !?. ::: :3 ',:::..... :' :•::::". authorize the release of the above cash assignment. CHECKED BY AUTi tOI'IiZED IiY: DEPARTMENT: MENT: .1.75T i)i' nYibi 4 ' . , �i�. �a �.�» J roACi siA' r'•:•.i.,44W`H:.. %v..,,.:a: '.ipcor p >.wn4 '' ' <2':''',..ta . 5 $ : : r : .( t . '? . 'cl: : : . : . ,: . � ,; :?s .: :i r, >: >s;' <" ` . IT CASH EQUIVALENT - • LETTER AUTHORIZING t1ELEASE RELEASED THIS DATE: CD CASH CITY CHECK hie. RELEASED 3Y: , FINANCE DEPT. h , vim '.::.,w.;:.;aa�:.wcu,... ac .n ..... .:w .uAR .,s t K , • - ,..V.,..a «, - .=.1wMaw. °,» ' p0„�. ..,.re. .. .. • Upon completion through Suction 2, Finance personnel shall Upon completion of entire form, Finance personnel shall send copies to: . . . Developer send copies to: — Developer Finance Department — Finance Department - Permit Coordinator, DOD -• Permit Coordinator, DCD 09/13/90 J4'`‘' K;,sZ CITY OF TUKW/L. t � 4 0. ° : Department of Co e+ „:. wnity Development - Permit Center- k :10: _ 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 P r oa . (206) 431 -3670 Building Permit Application Tracking . PLAN CHECK PROJECT NAME kcct ` N UMBER R& c /3 LOT ,lo SITE ADDRESS SUITE NO. R95- -0is`7 3 7 0 s2, 1 ?=5' -- 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 .4 "X" in box indicates which departments need to review the project. DATE : : DEPARTMENT DATE I N AP,.PROV.ED. REQUIREMENTS l COMMENTS ,BUILDING - -4-71:°6 R• CONSULTANT: Date Sent - Date Approved - c ! � initial review (� � ROU ED - fi r FIRE PROTECTION: al Sprinkler a Detectors 0 N/A (AFIRE (a 6 1G , � J •i• � FIRE DEPT. LETTER DATED: I II INSPECTOR: 4 , INIT: !."J PLANNING °7 I Z�� gS ZONING: C BAR/LAND USE CONDITIONS? Yes LI No ,. f 1 j REFERENCE FILE NOS.: ``'( INIT: .,,eG' ' MINIMUM SETBACKS: N- S- E- W- . 56 PUBLIC INIT: J C UTILITY PERMITS REQUIRED? Yes [j No WORKS ' 7�5 PUBLIC WORKS LETTER DATED: O OTHER INIT: TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? UBC EDITION (year): final review BUILDING - B ' ' � DYe � � _ � ai No j' � 9, BUILDING F . OFFICIAL Vc INIT: REVIEW COMPLETED AMOUNT CONTACTED Roi j ` 1 � � `:`ORT 1 OWING: �h l.'-7 V\f I� 1 f`l J DATE NOTIFIED q 9 BY: g ( ) 2nd NOTIFICATION _ % BY: '�l {.� (init.) 3RD NOTIFICATION BY: CI , 50 init. U+ \ + ec ks �■ • M0 � ' , 01/08/93 oc6v,ci BUILDINJ PERMIT ..— _......- APPLICATION CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 • — 206 431-3670 DESCRIPTION AMOUNT RCPT # ' DATE BUILDING PERMIT 76S,O0 , PLAN CHECK Q PLAN CHECK FEE //91, 5 (, wer1 I (241::;.: NUMBER � _ I � � I � BUILDING SURCHARGE "ckY APPLICATION' MUST B E , tor. 1,q • OTHER F;I,LL�ED :OUT C � i! IVIPLETELY.. TOTAL :. 759 : SITE ADDRESS SUITE # VALUE OF CONSTRUCTION - $ 3 1 X X s. l 307-/ 57 77(/.t, »14 Lt rI. `/ T. 000 . PROJECT NAME/TENANT ASSESSOR ACCOUNT # 1 L)E�` J /3D / ' 7 - 7a. , U — LUr ICS 73H .560 - 0955 --0 1 TYPE OF New Building U Addition L. i Tenant Improvement (commercial) L) Demolition (building) WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other: DESCRIBE WORK TO BE DONE: l3 (i 1 L,0 ite 1 1 B ' ; s S/ /4 1,0 E-A) 7 y /r; il1 E- BUILDING USE (office, warehouse, etc.) 5/ Ai(2LE F471l L) NATURE OF BUSINESS: .i _ H me, UZI 1 a t - /E ' WILL THERE BE A CHANGE IN USE? ®""No ❑ Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: j .' /,S Tenant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? 0 No ❑ Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: ❑ S•rinklers ❑ Automatic Fire Alarm S stem PROPERTY OWNER 1 4 6 /IA) '.0MES .27JC_ PHONE ?. s c _ / 19 ADDRESS y C/ 2. 7._ /I / '�� AVE re' k - -rtl7; Ll)4 ZIP ? Sc1 CONTRACTOR l - x A , 5 /}_690 PHONE ADDRESS 1 f� ZIP WA. ST. CONTRACTOR'S LICENSE # UK 6 , 11 . 7 V HI 05 F EXP. DATE 1 _LI _ 96 ARPWITE C)--- S PEAO,5 6/1 (1E7' /- 5 PHONE t/ � j '._ I/ 7 ( ADDRESS L (i Be , ' U 'v' eeF -� L/ ' ivv4 ZIP ` �"U� �� HEREBY CERTIFY >THAT I HAVE READ ANDEXAMINED THIS::APPLICATION :AND KNOW THE SAME TO 'BE TRUE AND;CORRECT AND:I AM ::TO APPLY FOR THIS: PERMIT SIGNATURE ' 1 / DATE _ BUILDING OWNER J ' : -.4 -( o .. _.— OR PRINT NAME - A ©N PHONE J / AUTHORIZED , -/ C - ,� rrc: a:: _ 1 ,r !� 96%' AGENT ADDRESS / CONTACT PERSON (5t(> � /��L�� P CH t qiM �77� ? —/ ye a APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED DATE APPLICATION q5 617-C75 i - 7- MIT •• . SUBMITTAL CHECKLIST COMMERCIAL NEW COMMERCIAL. BUILDINGS /ADDITIONS COMMER TENANT JMPAAVEMENTS: •LJ Completed building per app li c ation ( o n e f each s :, .[ e om p lete d building p er ndt applica (one for each ktruofure or <:. Wa • Assessor Account Numbctr �. •'� A ssessor Account Number :Two sots`(2) of the following . Two (2) sets of plans, whlch • Sp Site plan t Structural calculations s tamp ed b • a W a sh i n g ton State Hcen ' La o a Wan (� caU n to apace `—' engineer Exi and propo parkin Land pla (If app li c able; l e , chan of uce) r_.SoUs report s tamped by a Washington S tate icensod en Overall building plan' • LJ T s urvey ?Tenant Iocadon • • e of ad acenf c o mmo n Wa tenan t �� En ergy. ealcula stampe b a Washington Stat licen % Overall dimensro of building s qu a re footage • engineer or •architect Floor plan of proposed tenant space . I Legal descnption 1 1 " •.Tena space plan with:u of each room labelled Working •drawings, sta b a ; W ashington State licensed •Exit dears egress attems ` architect,.which include:: New walls, existing wall, and Walls to be demo shed li Site plan •• ; Construction details Architectural • drawings : Cro all con stru ction a nd method of • Structuraldrawings attach fo floor and c eiling Mechanical dr Elevations Str •calculations st em b a W ashington State lin sed • C ivil drawings e ma y be required �f struct ral work is to by done ce (2 Se ts) . Landscape plan NOTE 11any upliry work !s to be d submit separate u t ility permit. Completed utility. perm it a ppli (o f sabre project) a pplication a plans I Six (6) sets of civil drawings :. NOTE See ublrry permit apphcahon and chockbst for s p ec ific u tility AEROOF submittal requirements n Completed b widing perm itapphcatlon (ono for each sWcture) Assessor Ac N umber RACK STORAGE 'Narrative describingltexisbng roof, r atenal being removed and Completed building permit app l i cation N mat b e i n g la d A ce Assessor Account Num the perm • letter !s required pn or •to final Inspec and s • Two (2) s of p lans, w hich i Building fl plan s howin g ANT6NNNSATELLITE DISHES �'Enbre spa where racks will b e l oca t e d ` Completed building permit •a pplicallon ''• : • Exit spa doo Assessor Account Number : Dimensions of aisles ::.: T ans, which inc • • fenapt ce floor plan showing rak stora l ais an d wo (2) sett of pl exits ;: � Site :Plan ( showing b nd location of ant ©nn / s a telUte dish) NOTE it s. : u do dimension of racks (height width and.length wsies r � '-� and exit ways on plan l l Details antenna/s ldin d(sh a an d met of attachmen • Stru calcu�ation stamped •by a • S licen :[] Str c stamped by a Washin gton S ta t I:cens e ed •... •onginoor (rack '' store e' and over) :. enginee m be re RESiDENYiAL NEW SINGLE -FAMILY DWELLINGS /ADDITIONS RESIDENTIAL` REMODELS i 7 Completed building permit a (one for each structure) • Completed building permt appllcati on;( ono for each str c • utur e) • v {' Le de ❑ Assesso A Number 1 1 /l Assessor Account Nu n w hich Include n T w o ( s ets;ot working drawl Lid Two sets (2) workng ;drawings which in clude • situ d plan Floe n Site plan - -- - (ori pla sh ow c b s eat hydrant •• .... n r'plan • Foundation plan i ac c e ss m bulidlrrg, •showing Roof p� n • •:Floor. plan width and l ©n9 of access J i3ui, in elavabons {al + 6u g c ross = section Id s:) Roof plan ildi Building etevat ens •(all views) ` Stru ti aming. plans Building cross section NRE OTE ROO! any utili wo is to be done provide uti stypemu appllcatian • <• Structural. framing plans; . ' ;'and. plan mu st be submi • 1 d.....:,..., Washi •••„ S Ene Code data ,•... • FS • "l Complete utili permit appifcat '' I : mpietvd building pannft r�pphcadorr (one for each etruciure) •Co Six (6) sets of site plans showing •utilities A ssessor • Account Number • NOTE Building sk plan a utility site p lan , rnay be combined See < n Narrative descnbrng'existing roof, material being removed and • utility permit applicalron and checklist for specific submittal re material being installed • Additional topographical and so ils , in(ormahon'm ay b r e qu i r ed r 1 unique ; NOT E•'A cettficatron fetter is required P:••• rior to 1tn insp and sign • site conditions . :off of the permit' • ... .. ,e. . ; .... .. .._.,...:. ']: . :L: ...f'..t° . , n.'i.li.P" .U. .::i t. iwr ....... r...ac ........ _.r ...•.. h,.. n:t. > ra^VN'r:..4 .?•n f..'ft..l ":a . . •Ii'„ &pet F LE CURB Ll R R t. Lr T/ A r -. t,: L- ': ! Ci E ta ' .�_ • Permit No: PW95-0211 ' Issued: 08/16/1995 Status: ISSUED Approval Letter: 013/02./199 Proiect: RIVERTON ADD. 16 Expires: 02/12/1996 Site Address: 3720 S 130 SIT Location: 3720 S 1 ST.. LOT 16 Parcel #: 7.4560 -0955 Watercourse: Wetlands: Slopes: Y Sewer: VAL VUE Water: 125 Contractor License No.. TENANT RIVERTON ADDITION LOT 16 C Phone: (206)859 -1440 OWNER RONALD CHAR. LESIWORT�-I =• , ; . _ ��b.- ^� . Phone : 206 859 -1440 24922 111TH AVE '4EI(f WA 9"80'3'1'...--,<4,"--t,::;..„„ e : ( 455 7'16 CONTACT RONALD CHARLE'):.rCi)~�'7 i' r -4 24922 1 1 1 F�1 Ee , #e �x' l ENT Yt W tt Si1� 1 ' �' * k' k •kkk•h•k•k•k'kk•k•k'k•h•k•k•k•k 7#4 k A,. k e k k» k • k• k kk•k k .'k k " t •k•k'k•k•h•h kk k•kk k k•k •k•A Additional Permit 0 1` h ., � r 'i CONSTRUCT Ai'CESC DRIVEi'� AY FOpe,NE ;` F�; . "ti"R�IVE'<IAY ` ,LOPE '3HALL� A »F1P (.II O °' 15Y ; �'RCP' LIL \)EP,T ' UNDER THIS IVEWAY ' WIL L 0BE IN'S�'T ; g 2 CragR SIEPARA`LE ', , STORM DR . k E PERM 'IT,, ' U0CUMEnI 'S FOR ` e °`" , STORM DP ArsE �:LILVE T WILL BL R.EUUIRED. 0 Existing g 5 i e Nett: 4 . " ' S ) - . . ,.*' A d d i t i o n a l 'SI t. a r F e t New c1iar e, '" ` :.,.. ?rr "' r, t , . ter, 1 q 'j F a r , , _ � , ✓� f r ^. tee: ,,,4 ,�,,,, t J f g .! r ; i Ins p e c o n F e e: t' r' , i. >,.1. , CI C � i ` ' ,� ,i ° `' ° " fir , . -... A c c• t + N o :4 0 0 0/ '3 ‘ 4 1 400 4 Plan C �h'ecl:; Fee . !I '' '1 0. 00 t s' � , , i',1;,"' 5 ------.. ` , • , � " } A• c c t N'ct ,� 21`61 0 / ti 4 � } 8 _ 0 TOTAL FEES!: ,c .':.2.5 `� 1 f ,or 11 „ t :t y ' + i f . ...s 0 f 1 i�:•in Countv �' l ..,'":.,:•-'',, 1 ' '', - o f Co n_t.ruct'ron I S . r .00 k k 4k • A' kk • k k • k k• k'• k' k• h k•k •k k..kk'k 7k •kt4•kVk ^k„ k •k ' k ' •4•h ' 4' Fk ^ ,. ; k {r k k k 'h 9 k k M k :� 'k k.'k :l1.'ky k:k 'h 'k k k k k k k 'k M ' k' "k k k d ] �r k M k k k A k k I hereby accept: t h f}s p,er•mi t and agree to ", y�'1- •1.�••a i cab1 e s, c i o o the City of Tul ,l 1a ",tivrii�,1'. i�p Code. We agr'e +that r the,�City ot; 'Tu6;wFi la h 11 be held harmle>;;;= tor, ala1 or any claims aris nth�3. a\.�e :Iu at o th- i::p'rot�`ect +'rllir'.( hav, 1 3 Permits + :� r, t' ., >r„ .r apse`d beyond the exOr;.itio; k da'tOhal)1 re Ci`i�,.rektri/ re-ati )1iCati0 nd r'e1..•. LI1.i1Ce of the e 11 ; p r S' A '� ;,4 4 t , Ir t', t�1r �au, (lie: l t y at ati:;�� id i t i ona 1 e fee. 'f;•t °` i ", . `) .:� • N i a �+•�'..•r J, Jr jt..,:3 'f t 1 1. {6 (P /.. ,1 . t' t ' .7i` ,,, , , 'I ,,,, •i , . ..•v. .' 'I;�i.:d' tr4J ? THE APPLICANT MUST NOTI•F�Y TH ` C'�I,TY INSPECTOR OF'.. is OMMENC +: ,EMENT,ANDCOMPLETION ' OF WORK AT LEAST•'t24 . HOURS' IN ADVANCE: TO'.'Sr:HEDULE AN ,tIN`SPEI�TI +:ilk CALL 4 -0179. '• Signature:_ / , , ',% . „ d _ �4 _ 4 Q) a./V4/77' kk•k*k le 1,ltk•kk kwk•kk•k•k•kkk•kkk v k -k'• •4 •k` , te. ' . ' ''k "'k k;'k, 'k •k k 'k •k.•N k •kak''k •k k�k •k •k � k k :•A:; {rk �k;ilrf;k' k •k 'h k •h •k k �k •k •k k •h 'k 'k �k •k •k 'k k k •k 'k 'k APPROVED r' • .,k. �; ' EC FOR ISSUANCE �,UANr. E COY � Jy1.'� ,,. ,� _M._,..,.. y ....; ^, �: '; -' • r��' 1 °t .. ;, ,.r ^° issued By: -G. w Date: — `L" 15 Auth$ ' ized Permit Center Signature 4 k• k' kk•k k' k• 4 * 44 kk• kk• k•k k• k• kk4 *444A••kkk'44•4**9'44t4•k94 *4 444 *'4•kk'k•9kk'k4**'4'k• k•k'4'4'9444'k•k • kk•4kkk I hereby certify that the permit holder whose name and address appear_ on this record has satislfactor•ily met the standards and conditions for the project approved herein. F i n a l Inspection Approved: .In_.pector Signature Date ,., s,,. _.. ._. .,...s.., :'rc.:,, r. r...... vw.'. ar;.. n: wa..,.h....- ,.,......,,....,.. .,.i•, .e m.rwv.rwav <n. nvsc.- ntw:en +rra o. perk- va. r » „- „ :.<..u..o «..,.........r.. ......,.. .............w.....nncauca^t raM.* , `SI' ?:!KU11rR:Ml drf,kY'C°C! tl"75 #''t Y `f r° li ` • 1 . , . CITY OF TUKWILA Address: 3720'S 130 ST Permit No PW915 -021 1 Suite: ATTN :RONALD CHARLESWORTH Tenant: RIVERTON ,ADDITION LOT 16 'Status: ISSUED Type: PW -CCASI Applied: 06/23/1995 Parcel #: 734560 -0955 Issued: 08/16/1995 . •k •4 •k 'k •k 'k t4 •k •k •4 •k 'k * 'k 'k •k 'k 'k •k 'k 'k 'k •k 'k 'k 'k 'k 'k '.4 4 'k k '4 •.4 'k 4 '4 4 'k •4 * 'k '4 '4 k •k 'k k 'k k •k 'k '4 '4 '4 4 •4 •k 'k * •4 'k '4 ' 4 '4 'k 4 '4 '4 k &' N •4 '4 h Permit Conditions: �---"74,-- _.,, -•..Y „«, , 1. Temporary .er•a_ ion conGtrp, s ii as'�1; r -;eStal: ' L.b,"�e. ,mplomented as' the first st or der• ot,,•k�u i:'.le ...” a prevent . led;�m ,r�t;ation oft - s i to or into ex ,d- 'stare dra'inag,e faci 1 i t i'cit'- S The ir•i•v eway ..h ° '1 e ci;e �•'ii �4.i r n d ``�' '` ~ ,n;Jtr*,:✓r ,IT � b o pY� �' � � g , '�li Ij �` aped i. ; a�., � ll �a�ra.,� �:,tl� n La � e tram the dr• i twat/ d�i+-:_I , „ t i rw.won o t 9, i st i °ng r "':.;ii, surf ace , r ;r ` r. ` 7e<,, : � r w y ` ' ' ' r s v 4 F ! Dr•ivewaysJ �ha'11o. be l.?i �ved or �a minimum distanc .af ' 0 ' 1 - 11.1.1m the ed9e� a ' e Fi sl't,4f.r�► r•ea' -i pav0 mynr . . +, '�, N , 4. INSTALL/k1 REINFORCED CONCRET,Ei �:.LI,L!JERT PER CI�T'� F9T141N ` ' ', STANDA ” r e COORDINATE WITH t j� WORIftS� UTILIT It+ P'ECTOFIS. • TURNOI( DCI& UMENT.? WILL, �L--\ R'gQUIREir FOR SD CULVER4T. r ,.1 CULV W I D UND ,,..SEPARATE '3TOP.M DRRI, 3 ' P.EPi 'IT: P W - N 5" 0 L 1f`1Y% ,:: .,K,.— ..s iv _.. 0 ' ` 01 if' ', 3.$t'f'. }`1• . ' , �,.,.'k '. y d ° . y ,+ �, . hk IaF 4 , ry 1 b e ' i c4. i .f r k 4 { tlJ . ' y'$ f h 4i rI • "r. t.,� t A �A. el [ ,--e vi , ; YY4kr h ; , t . t � 4 6 , K : , p.._._ a ht i �, ? t` s !£ �� ff r .4 %i a '1i,N.1"1i:AZA, '1 ti F -- r ~ .. ti e 0 utlH' • N Y� 4,4 $ .�iGPMb i. ilt Ititlii. bd f.f-” C) i d ft 6a 0 wity4, 004/000, v e\ \ Irl , :j ) iDt*lj 4.i. 0 1 ,,f • P \ \ ,, k \ ., ..'� . U.: \ ` W 0,° .Z. ,. 4a •;:f i f 0 ,S' 1 t : ?r ,, E` d ' z t r f •e,�t , �f` -� ti ti ^ . a 3 � J • � t, "'` ,, -, .. wa mss,. µ -' ,,n; ` --...! � ,r • • • • • . , . • . , 131-D&T Fli--- „. C • !?, LAND ALTERING .., Permit No: PW95-0212 IsSued: 08/16/1995 . 4 Status: ISSUED APProvai Letter: 08/02/1995 Project: RIVERTON ADO. 16 Expires: 02/12/1996 ;4 Address: 3720 S 130 ST Location: 3720 S 130 T. LOT 16 Parcel #: 734560-0955 1 Wetlands: Watevccurse: Slooes: Y Contractor: URBAN HOMES License No.: , _ •-• ,e,■•■•.,,,, TENANT RIVERTON ADDITION„,,E0T.f.:Ww OWNER RONALD CHARLESWOR:W:-- - --.4 - ,;4•4. , 4 , -, ii,>.: - .....„ Phone : 206 8-1440 24•922 111TKAV,F # KENT WA 9803P CONTRACTOR URBAN HOKU::- ,, , Y, 0 v t'* 1, .. W,14.7 pne: (206)859-1440 , .,\ o .,,li ti c... p 24.9224rDTcl ,W i E sA , 41. § . i ligt1., p 8 O1 ' ENGINEER SPERO,VeAVELA*NOTi LI('ENSED .!' " e h e .,... k Pkti"0„ (206)455-4716 P,O !I , , , 4f, , CONTACT NALD CHARLESydRTH , ;..', '' " ' ‘".* ''' 4' ,.:,. „, ''"' Phon41206)589-1440 ,1 ., 2,42 la iiq A ti) SE itei`: * 1:.:ET 4 A t Li 8 031 ' '''' ,,, 6, ,1 ‘ i 4 * '4 '4 * * * 'le * k 'k 'k srpu k V4( 'k t(44 'k * * * 4...k k s k leV ii,*\.kikAr.4 'lc 'A. .k .4 . k. .k. .0; Pkisk .k .k. ktit ii k..k .11 ' .. " .k.k * .4. .4 . 14 '4 . A. 4 .I‘ ..‘t Add i t i Onal (S) Set' 1 P NOill :)0.>6 __% A g i ATE FOe NEW stoc9pig-TON ///' ` 5 0 00 6:41 ,,,,,, LAND 11, A P P 1309,4 mAT Et Y 100 cu .y , 65 , \\., -.„0 43 '1,1 ''4 M O ,..... 0 Mit 411' _.il''''''':It . . ' • Grad i fig /F i(V (Xardb.5) -Cut : -,'':::— 47A Fill''..:' 100 T o e:a r:* t 'fi' ■ 100 . ,,A L ..., ..,, , ,, .., „, p, , * e''' • P I 1 iik } . Permiit);Fee: ,,' L.e.'.-Eili' i. I -''" Account No: 000/32*A00;1 , ..• i •.', Plan CheCk:Fee: ,; ' , i, 15..00 ;'' '!" :,,A No: 000/34F„).,830y . ;Otmer.:,--,.: „ .. , • ..Account No: 0001386:904 • • •• . Total,' Flees :„...- .' :-,,,'. „. 1:na t i on : : ,. ,,,,..;,„00 • • • 0 :,;,, i 4**4*******4*44***A44A14**$ift**4444,4*.4*444ck'44c44k4**4*4,44****4*4 4*4**4444,4(44******4 * 1 % . I her eby Oe'rttfY that I have read and examinedhls. ,/t. now emit e same , to be truef,e'ndeorrect. All provision.s 'O,f, and ordinajyces,„OverTyg this work will OL‘,,compOl'O' whether specif41.Wher'ei,p not,The' gffa:nting of, this permii4Oesjiot presume to give LItho 1 tv eo-,,..yi,olat orcancegthe , provisions o other 'state or localp)aWs regulatI.19/'constructpnlor the ,4..'-r performance 6f,'.. I awauthorized/tp s A: ,n thySand • Altering perm i ..Thii 2.c beaMe null'i;ndoid is not . !Ot f,t, •A ) 14V , ,:;11;” .' commenced with froiii date of issuance.or Wfti,the4Work is suspended or abandoned for a peribd:of.. from thelastc.:,fristiection. THE APPLICANT MUST‘NOWY THE CITNINSfECTOR4F COMENCEMWAND COMPLETION OF WORK AT LEAST 24 'OU'RCIN ADVANCTOVANINSPECTI.ONS 433-0179. Signature: i _ / 'IL,. 10 i'o:-.i.,-06: 1,7 Dti ;*7 *** APPROVED FOR ISSUANCE: JJS C Issued Bv: c......PIA b\l.J.)!IK Auti t.i.. D•at e : 3-- L(0 - 9 5 _ h r i zed Permit Center Signature 4*************AA***.4 ***4e*****4*A*****A***********A11 ******Akl(*k** 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: Date: .. Inspector Signature . .... „ . . " 0h TL}}::•W1LA A ddy e : 3720 130 '..T F, , Suite: er °mr r No. PW95 -0212 Tenant: R1VERT0N ADDITION LOT iG ':�tau: I'aUE0 Tyoe: PW -LA pp 0 9/2 3/1995 Pc .ir•r•e1 #: 734560 -0955 I. 03/16/1995 •k •k 'k 'k 4 k 4 `4 •k 4 '4 k •4 •k •k •4 •k k •4 'k `k '4 ,4 •4 k •4 `k ;4 'k k '4 * •4 * •4 •4 •4 •k '4 •4 '.4 •4 •k '4 .4 •k * •4 •k 'k •N •4 •4 k •k k 'k '4 'k •4 •k''* •4 '4 •4 '4 k '4 •k •4 9 '4 •,F 4 k Perm i t Cond i t i one.: 1 . Tem► ar'v e ► o. ion c o n t r•o•1- ::ni'ea a "t: e • 'shai' =1 =he implemented c� + the ti t or de r x �� o f w�4 r,.._.' J e. ti :�i to ���.�_..•• '��r•�'v�r "C �h�'ci�i,n�t�•t.atinn otf- c r ov er' Into � ; } ref ... torn . sir• i r�e��e f ac i 1 ' .,, O h �i 11 ,'t�e ua4,i rye a pV.i i ca t t i n" cit `"''� f P e r m i t , r i a r• �, >- r �i� ,� u] i ty � ., o n v, � � e ;d a,czGli t v i� v �.,, ' �''S -.fit ��• �,,, 3. OWNER SHALL S'' LLO.W 'R,E► ,0MMENfJF+TIONt OF ` 7HE ai �. `ti,�; � °•, PER GEOl)I'fCE ENG!NE'E,Rrt4G I,Ni' ».''" EPORTr, fATEG FtJ IL 4? 1 - ����,, p a ���Y 'i7 � ,, � ^ l � 11 )...fr � ✓� � y. � �* `� tl ��e� t • • , . . .. . ,...<,.... . , :.,,w :.�. .y .r,z ...... ,., ......r, ir-n J, e c!' }:n ..• st.••• yyr. ,r. —r v.r., -,.o , .,,.a. .,,.e.......,,....._ .•... w.w ::E! )rt''3•.C4'^t {.w rzpi I. s sK'1 ;A55 6_t * F1 Le- Permit No: PW9S -0213 . • Issued: 03/16/1995 '_,tutu:: ISSUED Approval Letter: 03/02/1995 Pr•oiect: FRIVERTON ADD 16 Expire:. 02112/1996 Site Address: 3720 S 1 30 'ST Location: 3720 S 130 ST.. LOT 16 Parcel #: 734560 -0955 Watercourse: Wetland:: Slopes: Y Sewer: VAL VUE Water: 125 Contractor License No. TENANT RIVERTON ADDITION LOT 16 4 N •h k 1 . OWNER RONALD CHPPLE':.;W PTH —.,. -'7 ,_•,_ -•.` , �� • 206 359-1440 24922 111TH AVE 5, : Cs <� z ,. CONTRACTOR URBAN HOME': INr�• *`; „ „ ':' w+ '�`”' ' r (406)0A-1440 r ... �,?n ✓,r„” r! �Z � F O �,e . 24922 1 1 1 TH �AVEv'SC #8 :; i';E + `� 9:811) :i •k 'k •k •k •k •k •k •N 'h •N •k •k •k •k •k •k k •k •k •k V, ' ` �i ''•� 4 •k •h •k +ll• 'N .. 4 k iKe`� I � .'' , 1' k T A ,�,t• ' •N '. k -S 'k •N 'k •k t��' •N . �k ` h •N •k •k •k 'k •k •k •k •N •N N •k ,, ,e , 6 0. ,, ! l'. c N3 1 : Islar .a • �P . , •N r: . � Additional Permit,, ,, ; cr•i.pt it' ,� ti . CONS TRLICT 12 P Ll•UL UNDLR' <<NE J Y � 4 � PER CITY O F Ur WIL T P r4D ARL s TLIRNL ?VER DOCUMENTS t �' i FOR THE CLS L , �, J EPT. � . '' RE : ,R.(: F DRAIN'S "00 P i' z • N'i PER GEO :;,i 1�RCE CNGINEERTNG. IN(; „, LL r i Eh� :;;' DATED F'' , �41:a'^, � JULY 31 .r 4 7/DON ' T NEED, 'TO BE. T INEta, �Tu E:�: , 'b, ' ' ' STORM DRA;C.NAI�F Y'�rTCl�l. BUT�s :':,HC)LILD ,L� E��'' UN UN TO! ,tr 'SPLAt HBL� 0Ci��;';,, GRr:!Ut'D'''SURFP.I,?E : : :- S,u.. ATTACHED. r `r 'cog t GE OrSOUR,(.0 RECOMMEND_. FOOTINr:,..DP:A%I;r4'S Try TIGHLI- c,--'44 ,. i �; .�CARR-I r t' O 1 � r, , x ;: : ?� 1 NED ANG ED` A. RL' } .THE” THE- FE,h TY c z�rI�HAF;GING �, r;�'w � � �� INTO THE LOWER GR,P'L1 /.BLA' I L CPRY: VECE,T,A I )N J Tll THC ': e s,,,,„„ NORTHW • ', 11 `,, � , I .', t' -- r, �� j 'r� Existing t.in�� �r7lr :r•.•Fr' : et;, ,.... j ,. s '1 / d.i-t•i� na1 '_au;ar'e Fe' . A New '��iluar•e Ftieet �.r , : : . �.. is ,.f- i Inspect i.on Fee : " ` �. f', ,.1 5..00 '; •,., . , . ^• : ....• P. cct No ,�' 41 '2/34.1 00 12 4 Plan C ii s' F 1 a i:1; }F L e 1 t ` r j' ' J � 1 +' F F ,. ; s t . i .!. .S : {. 0 0 0 �i �y. ,,,r / � ..e...._ 1 Acct N ';;.,11 / 3 330 ir ' ', , , :i _• :'•" ft 1 - y 1 ,. I n '/ c' 4* _ J'{ . i ;'Ju ; r - ,.,.�. .,• : ; A„ 'fir s. , y. TOTALA \r- :.a 25.00 , ,, ,f A i'•� - :t ; � k'� King County V�a'•1;. • 'Jal !e1of C (', /, .00 •k * * •k * * * * •k * * 'k 'k * •k • N :•M' * 4 •k •k •A'..* •k 'k 'k 'k *;. 'k 'k 'k '.4 •4 4 'N 'k 'k 'k • *,'k •4 •k •k •k' k k •k k k '4 x -* "k 'k •k 'k •k N * * 'k 'N * *e•k` :k 4 * •k k k 'k * * •k 'k •k •k I hereby eb t i p M ,i t an agree ' t o abide a l 1 al5p'1 i ; ca'b "1 a . :i ' on:: of the City of Tui;wila'!•°1Mu'nici�Da`;)� Codes '' agree We agree that the`'City �i'P'�Tui;,r�; }a .ha11 be . held harmless tor or any claim'^ "'art; , ,s.i•r'y {.ta' : r•e_,u1t, oi- t.h',1: fiir•oiett, Permits whi��h have'':•.'�••p.' > aed beyond the expir date sha•11 4.dir•e a re-application and r '�C,i;'.E s trance of the , , , pe ml.t. ``thr ouch the C � •t .r v, at a n a d d i t i o n a l fee. 1 ^ _ :; ; � + 1 ,.. 1:. 1 • Y,a y!/ ' :'' .'''' THE APPLICANT MUST NOTIFY THE. tiCITY. �•I.NSi,EC.T0R + ,UFi�C�OMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANt;:EEs; ei i.. LHEDULE AN INSPECTION CALL 433-0179. Signature: _ __ i f 4� I A 4 - Date : 9S '4 'k •4 •k * •k •k * * 'k 'k •k •4 * •k 'k 'k 4 * •k ' N * •k * 4 '4 •h 'k * •k 'N 'k * 4 'k 'k •k k '4 7 •, 'k •4 '.4 '4 •k '4 'k •4 •k •k 'k k •N 'h 4 * •N k k k * '4 * * * 'k •k '4 * 4 4 •4 'k 4 * k 'k .v * APPROVED FOR ISSUANCE BY: JJS Is _rued Bv: S_ _. ��JJ t2 , -- Date: 2- 1( .0 � -15 Authto ized Permit Center 'Signature 4'4 4 •N•4 k'k•k* *'k'4•k'k•k*'4'k'k ** k•k•k*•k k•4*'k k'N k'k'k *•k•k *•k h•k*•k'k•k•k*'k A••k k'k:4 k* k•k k *•k** k 1 hereby certify that the permit holder whose name and address:, appears on this record has s.atistactor•ily met the standards and conditions, for the • project approved herein. Final Inspection Approved: �_ Inspector '_rignatur•e Date • ..,.,.. •, •..., .,,.. . , r'. ........ . .....r.:. ,.... >..,t,4',:ri ... t<. t....... se..: rrT.,; r`...,h,:a.tn•. 5av,v,c,e,..e.,..-.,.., «..,_. .. ..... .. .:-4.0 ^;: zugu ?iw,ta:;A.1rt:Y 1ti, ?I`9• t :`'.:: • • • C I T Y OF TUi''.WILP. Address: 3720 0 130 ST Permit No: PW9S -0213 Suite: Tenant: RIVERTON ADDITION LOT 16 'Status,: ISSUED Type: PW -'?,0 Applied: 06/23/1995 Parcel #: 734560 -0955 Issued: 08/16/1995 k * •* •4 'k •4 * * * '4''k •k •4 •4 * •4 •k •.4'4 4 :4 '4 4 '4 k le '4 '4 4 * ;4 * * * 4 4 •k * k •4 4 '4 .4 '4 4 •4 4 * •4 •4 '4 'k * '4 '4 '4 •4 4 '4 4 '4 :4 '4 4 4' '4 '4 •k '4 4 * 'k * Permit Conditions: Temporary erosion �� s ::°: ; 7 _ . .a er t 1 Las on c� ntr•o -=� @ 2'S : i.r, ^e �l # 1 . Te b. d .,,i me i em r e� r ;••r t. y _ti, , .». .....:. " i h '' `r�•, the first order of btJ'.�% e°ii t'tI5 prevent °' , 'i. meilit tion oft - „ ite 0r 1nto e :R:i::'.�Gzi-n,"•_ >to'r ~ni,, dia,ir.agpk taci1.itsise °,, ,,, 2. INSTALL 12" REXhOR• EG 417 l`.RE ?E4 PIPE CULVE6T UNDE'.R 'NEW • DRIVEWAY . 5/,L ?1;,. '+1T`NUUri r~RUS ED §O te.; /ALL\ 4 T H E 0,GJ,P; UP r'5' ; ►UIRED CONTACT PW�, } i `�",I'LITY 1.44SF'E:,= 0 GREra VIL�LANC .,,, .. ' - .7y PRIOR TO �c lJL ERT INSTAL _ATION. , . ,0r .,� �;, 3. TURN0VERi J) CUf S, FOR ;TORM DRAINAGE CULVER B . ?4; R E � U I R ED' ;'1e ".- ,', c1• .,;.,, e w j! t.'. ,4 �' T WLL. E if if ' .; 4 . It i s ,, rjec� mmend ,d l \ jh�at :tor ;m di a 1na9e de:.i be +, cer•t it'fi d 6v a 1 i c ; 4 ;ng:'r &eer• i t'herwI s,e. the',owrierk : °:`' '' :6 \ �as,s.0 je 1 , obis 1 i tv for • 4'..i'e des\ian ,a anv _r r < a.t'ed1 \ ;� dam ;, any:., + t y It ,.� �Sy? ". �¢0' ' ) ' �t » :::: :.. « „,..,,.ate �' „t ^ °d ' 1 ri d t di ( , ,41 , A S, { n • 4 fit` q { .� i� oi t. l '” ' y +i'Y 41y.`i:'.1 .k: ti «. .✓' �.. I » ` 1 f _ . t , � G :, ( t � Y *�N t, ,r ! i ! � a' 7''• -- �,,...,- ti .� II�+WS : y f � .i l i !AI rr' 4 G k s1 J` ld�'.. (JJ� / /., }) �,�•• , ,,, 4 5 ", �� ""`' —'" ,,r 0 ;;1::'9}b pf 1 1 i � N, : 7 { 1 \ „ \ 1,-- r ...-.' ti 0 ‘1 k,,,,, ,..car ....' o 4 /41...:. i /1 - -- ....4 4 r 11.3 I, ' b , y,, 2:414 r . '' '41 o r i ti i ,. , , v; lv i / _1 1:01 m t`,1 to • • • • • w s City of f �'uk� 'la �, p � ac 00 o v � 7..... Central Permit System — Engineering Division 4 1 ' ?,�,) j - 6.300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 Phone: (206) 433.0179 N Tt - Pwgs-O211 ,` `.._.. ° .. ".'"• U TILITY PERMIT APPLICATION 122i2 ,, r9o8 `..... 0.2 13 PROJECT ' III Site Address: _,4; 5 / .. ,, S • !. . I- . INFORMATION' Name of Project: ' 1)572.77 i 11 1 ' � � . ''4 ` '0 %« , Proper Owner >! MSS T)Cj - Phone No.: �1•- / L/.. O Street Address: 'i " 2,- 7- ON 1 E . .5E Cit /State/Zi•: 1 014. . i • S'03/ - TY� ► Phone No.: • 55 - / , - -_ - �hL/ � --.ice Street Address: /L/ 1.A E ( 11Ar (( rY City /State/Zip: B •G , Ai "�0 Contractor: CSA7/4 /9 1L) ?) Phone No.: ' • Street Address: City /State /Zip: King Cty Assessor Acct #:73't 56C)- 69 sr -° 1 Contractor's License #: U g ‘47•4 4 rj s tfr Exp. Date: -- `r PERMIT:S<<> ❑ Channelization /Striping /Signing - ❑ Sewer Main Extension ❑Private E73 Public ',.R EQU.EST:ED. i3 Curb Cut/Access /Sidewalk Pw Oa � aIL ai.f Storm Drainage f -... • '' '' ,''''' " "'.::<':;. " ❑ Fire Loop /Hydr. (main to vault) - No.: Sizes: ❑ Street Use ems -0,21( - A* ❑ Flood Zone Control ❑ Water Main Extensbn ❑Private ❑ Public 0 2 ❑ Hauling -4 --- ❑ Water Meter/ Exempt:- No.: — Sizes: yyII//�� 811165 t' Land Altering . 1 00 cubic yards p Deduct ID Water Only 121 3 ,� 1 ❑ Landscape Irrigation ter Water Meter/ Permanent- No.: / Sizes: �y ❑ Moving an Oversized Load ❑ Water Meter / Temporary: - No.: Sizes: Est. start/end times: Estimated quantity: Date: Schedule: V A L VU E I' Sanitary Side Sewer - No.: j ❑ Other: WATER :METER::;;::; > ?> Name: UA8fir1 (fmAieS j , • Phone No.: D EROS IT : :REFUND/BILLIN Street Address: S22 i^ / )f) City /State /Zip: r MO.NTHLY< <`,'E Name: ; i i . r IA__ Phone No.: i3IL :TO.. ::::0 :', Street Address: Sidi & Arr.; Cit /State /Zi•: FA Water C'Sewer A Metro ❑ Standby . ... .:.. ..:..::..... . . . ....... > : DESCRIPTION :?OF PR OJECT; ><? 4 Single - Family Residential • ❑ Multiple - Family Dwelling ❑ Hotel ❑ Duplex ❑ Apartments ❑ Other: No. of Units: ❑ Motel ❑ Tripl::; ❑ Condominiums ❑ Commercial/Industrial ❑ Office ❑ Warehouse ❑ Church ❑ School /College /University ❑ Retail ❑ Manufacturing ❑ Hospital ❑ Other: MISCELLANEOU« New Building ❑ Remodel/ Square footage of original building space: • Square Addition INFORMATION : >_`:> Foot -ge: 1 S /5 Square footage of additional building space: King County Assessor's valuation of existing structures: $ � � O C Y ) l Valuation of work to be done: $ 9 1 HEREBY CERTIFY THAT:1 HAVE THIS:: A PP..,LICATION;AND : KNO.W >THE S AME :>TO;' BETRUE>AND.:CORRECT Applicant /Authorized O Contact Person A. - Si.n. it • �! �i /,i.«._iy A. I , grin n.m- : . .0 . t IA)d A. 3' Print Name: 'J4-/ CND I Xj t � S Address: (4it4 / 1 )-6" d 06" Date: S' 9 - Phone: ; QF f < W Phone: 5, - /2 Date Application Accepted: _ sJ U N 0 7 1995 Da te Application Expires �, I o -007( -- 1� —C 1� PERMIT CENTER 04/22/92 ` I ; . . 4 i 4 , i . r ` " , 1 � } 4 R',.4wr4J A.4 « :. ' 4 . 3 „ . . A R '4h4 k-- P+1 'i.,,',..P •ri "fI 1, s' , R• Y t ; t t • 1 Z lid j ; , r. ;r GENERA 4.192.50 rc*•k * * *•h '¢ k + 4• A• k.•k•kA**,lirkA •k: 4l•A�:*.E:Arti*.AA* *k•k:'. TOTAL. 4192.50 is 1: 'r Y 01 'r. UK 3� 11.14 . • 3v 0 ' q 5. Q 1 * T It a 11 s to z 'r CHECK 4192.50 kit.1 : *•4'04. *•A * k�tii•* ,t k •h k *d•11 * *�h. •AAA k *�t•k A ,tdr, ''k*>tetAA **,k•k•k rt • A 4 :** ' CHANGE 0.00 TRA 1113141'1 3dumber ^r 60041E19 `Amount: 4.19.50 05/ J/ 1a 123 5704AQQQ 16:45 Pi. yment Me thod :. CftC.(l( Not:tit i an: 1.111BAN 11C100 :S 1'ri i t: N.%1 ...:.._ ......_�:... .. _......:...._;..._ ...:..'. ti �wr __.. _....._..... _.�: Permit 3'th 095-0107 . Type: 13--BUILD 0113 INS N ERM :1' , ' Parcel No 7345'60.-0955' . Hite Address: 3720 S 130 ST • r 'rota' i'eF+s . 4.95'.00- . 1'huu Pavmer:t , 4.1'44...50 1'chtu1 0 L L Pets: • 4.952.00 .. . liu]ance: .c00 * *Ai * * * *h**k * * **.\ I' *'k *kfi k**• k*' A •k *•k * * ** ** *k*k * * **Ais * ***k ***1 *1 ** *•tit OC,CoUnt Code ' 13eec:ri pt 1 on Amount . • 000/306.90E1 t30NOS/. rtiPC3 SL.TS 4.1.52.50 , , I i } r4'' ..r1'd f .n'Jti •i�. ` " ,. , . . '�' n i.- .ti' • 4w� {;�r�'a 1 *,;4�• v P ��t.rr "�• °'f� ' �F . �'' i . i ��"' •` ''r %p " •a i - i• i+�,;� ,!r.�ir, „t• {',•I�+/k(.•�v; "r"Rr.rr'°u 7/qc.-- 0 •k*•kA* **•A* /*A•kA**k ***kh kdkvl IrAk. A•AlticA*A4k..4i•4sk• * * *Ak•kk±r'A CITY OF TUKKWILA. WA �' }��� ” t ( ?('rNf MY1 ** * *A.PAI •k•k**•k** h•,%1 ** * A•k*•k ** **A ir; M ' kkA• k*k• kf:k kkkkkA••k•k7t•4-1r4.A.A"k**i TRANSMIT Number: 94002749 Amount: 759.50 OS/16/95 10:44 Payment Method: CHECK Na tAt i on: URBAN HOMES Tn i t: 3tIC. w• r w+ r r •, w. ,• w, .• .• H .n •. u. w• r w. r .... r w. w.. w. . wr .. • M w. w. r r M •...... • ,.• •. •. r • .• •. ,.. •. ww w. ,w r .• . • w..., w- . Permit No H9;• -01E17 Type?: 13°w43UIL1) BUILDING PERMIT f'ar'ce•. Na: 734560-0955 Site Address: 3720 a' 130 ST Total Fees; 759.50 This Payment 159.50 Total ALL Pmts: 759.50 Balance: .00 k **k4 **A•* * * * * *Akk *AAA **kd *I* ** *'Ad• *ii *k *A•k A * *4.**4A* *A *•off * * *A*4..*•A* Account Code Desc:riptian Amount 000/322.100 100 BUIL DING RES 55.00 000 /366.904 "STATE BUILDING SURCHARGE 4.50 [�.5;!Yt,4fx"t.�(,i�r r,iGttte`5,..,d.ti tileilf x�' L. a��._, p.. if1* r . a4. �,... x ,5_w.4vf! «4tol.n>t,rtii��1nN, 5,:i t_Iia1..s,a..:.,. ,,Ls�. e..,. ,,'rc ....s.1.,..1. ,.�,I..•a e. r_:�.. _Y { ,_ rr _r:,.,�.'�(:` &c',r.3.:r.: +.ti .u.ti -..,s ,..,5f .f �'i ri,tvlu.t, _ {:�[S' • �+• . ,pN•.. Apr 11'4., i .. iF 7 ! •. t'4 a * u �� Y r;u •,,. w.i9'h t'x; -.. v' v . ,., r te^ ,+, ,• t r •r , �� �;'x t � �; ,; � � 'iv' " • �n- +i.nr ✓ 'f fi� y. i� (:) * *4*A4rA **4e4 * * **4.*h *A*A *A k IrA •vA•h•h *•!rA• * *h•A'kAA• .A.**A4c4c4r A ** *4:4 CITY OF TUKWILA. WA (I - 2.11 TRANSMIT 4•AA• **•A***k *k***•Ah * *k• ** 4 *k **•A*•A*k fr*hk*Ak*•k•A*•k** *do•A* *A-** ** AA.A* TRANSMIT Number: :4002750 Amount: 25.00 00/16/95 10:51 Payment Method: CHECK Notation: URBAN HOMES 'nit: ;3MC Permit Ndo :. PW93•0211 Type: PW• -CAS CURB CUT /ACCESS /SIDE Parcel Na: 734560-0955 Site Address: 3720 S 130 ST Location: 3720 r 130 ST.. LOT 16 Total Fecs: 23.00 This Payment 25+,00 Total ALL Nits: 25.00 Balance: . 00 A• * **** * *•h4* ***** A*h* A* k** kr1A• 4t• 4• k1 •***4444.**4'44.4**44.*4.*4.k**4 *k* *Ark Account Code Description Amount 000/345.030 PLAN CHECK - UTILITY 10.00 000/342.400 INSP FEE •- UTILITY 15.00 • e y s S.a .SZ: t "'.� ` F t { , i vi it J `�� t y ; �+, j :( q t ' c, q v ftt r t 9 . r , y ai �4t / , i .t '. t s ; 4. r f.. � 1. t J �.; y..it. "x , y.r.jn , t i . G• d •: . +..•' C .�'r, • I b' r..' . , • ,. l: " ` v" t F. , inyirte ' '- ;`. 1 'A l r � r.',i <. '�'.. ' 5 . �V+• y ' r S9 ' Jy.. 4 .i.7; k . .. 4, "f i •. (..; ; �;, R I• '' ; i � �"•' • P i - • .�+" " 1%'{T = n,r,fi �+:�'H:ri.�ttg'f���w:��, ui "'. o I I (6 qS` , x "3 . 0 • *** *k****A***A* *•. * ****•k **• • ***: 1* k** A*A* **:4h/r*•k. *•A**h ***4.*****k* . CITY OF TUKWILA. .WA \ '" ()7. Z. TRANSMIT *A * * * * *.** * * * * * *•A * *k * ***h* *•k•. ***., '* . yl• Ak**• Arrr •A *:1•k;h•kA•ok'h•A ***.* * *h TRANSMIT Number 9.4002751 Amount: 3 0£3/16/95 ).0:;,5 . • Payment Method . CHECK Notation: URBAN HOMES Snit: 3MC . Ter'mit Na: .PW9t 0212 Type: PN -1.A LAND ALTERING PERMIT . • Parcel No: 734560 09.i5 ' Site faddy ess: 3720. :3 130 ST . Location: 3720 5 130 ST.. LOT 16 . Total Fees: ;37. .0 . T h i s Payment 37 ..50 Total ALL Pmtst 37 ' • Balance': .00 *•k**** ******* ** * ***A*** *!F** ** ki1AA' ** Ii ** *** * **** * *0 •h *•t\ ** ***A **** ** Account Code Description Amount 000/Z22.100 BUILDING - I2CS 22.50 . . 000/345.030 PL(U4 CHECK -- RCS 15.00 . t .'J ;.. ' ,. liz . t. ;• ,11 .r 1 '�.;:i4 i•` r. , 4 . s �, Gy'� �..,. .f.:iii ii,A x _ .hr t.� u1.•f Jt.. }Lt, F•� l. 1;.% rh L M1r. r1 .! �., r . �„ r.= f5�;; �k} tili.,t;�zi�•NniY +�# t�,H_ +li,adttti:'�:!irS bi z' {l'v;i'!^J.�:�;k., A�ib.f• sa . ? J.I.� ! �I::�ci l �iYi.��tr�.d�t M:.aD1�2:,�.tttfl.�;Yaf Ci ti �t�t;," i; 3k/l L1r; Ir.+ G1: � 7. T, �A; rziih' n' i.' h i a�1r1F K'. 3�r. �1h9. �rr� .�'S.1vS'35r_.�A:S7tYk�r�u• +GS: ��� ':g ' ux ow/ , t 0 k.', .. y'.4 r P {... ,, h •,,ut•,��s77A t. S t +!w+w w1 ,, .: I. 1 ''• ..� :�• Tl. jf;'�k'`P��,��. '+ "a • `n,n¢ , :..n • r�:,,. ,Y.-••'�Iti'.. , • tu.�..•, , i µ; •;t iL .. s • _ s i t r r +TA'y 'p ° 's+'�!1 r �r' ,ii4 0 * *k** * * *.A.k A *•1, *A*: k*A• •kk•k * *A**k•.tdth• kA • k•A *•A *kA *�e•.kA•kA...•kA CITY OF TUKWILA. WA 5 Tf ?Fi P1�;M]:1' *• k• A• k: lh*. t•* •4dtkk*kkA*hA•k•A•e*khk***k*•kh AAkA•AA••, A.A•k•A kit A•AkkAkat•fi•A*A*kk TRANSMIT Number: 94002/52 Flmaurst: 25.00 08/16/9 10 :59 Payment Method: CHECK Notation: URBAN HOMES Init: 3MC Permit No: 1W9 -0213 Type: PW -SD STORM DRAINAGE Parcel No 734560 Site Address: 3720 5 130 ST Location: 3720 8 130 ST.. LOT 16 Total Fees: 25.00 This Payment 25.00 Total ALL. Pmts.;: 25.00 Uu1ance: .0() A**A Air ** * *tkA * * * *.. ** k**** A k*** A***• AA .• k,Akk. * *tk ** *A *4*kk*k * *** Account Code Description Amount 000 /345.830 PLAN CHECK - UTILITY 10.00 412/342.400 INS1: FEE •- STORM DRAIN 15. t.� f >.. '1.:r_.:"k r,A'+t • t• .."Jt oYi{•t +... .a.:. .t,4. ,. ? �'j } ��'7. R.i •Ct�' �A"I, �.,1, t ' n � H ... M'i Alt.' y 4 9 r ' 1',1 i� } . i' ' nt l S " .� ; '+.e" ;y jY • ' . n.. r F� ;t�``' C �•' . {4. J �2ru' X:N,:�F' . ft V ,it t„ % ` S 0 . *•/t** * * * * * * *A' * *d * * *A *.• ! . A A * * •A. * * ** her **A•lock:klh**A•k/r•A'AA c *:;1.*A CITY OF TUKWILA. WA 206 TRANSMIT * * *•A •k * * ** * * *'* * * * *A ** t * A * ***•A *��,t *•h�tdr�l•/a•. •h .A.4 it•k�o:k *•h• *• AAk•.•h•A.h• A t A h* h A A TI;'.hNSMIT Number: 940027`3 Amount: 25.00 08/16/.95 11.04 Pavit nt .Methode CHLCI( Notation: URBAN HOMES ' Xrii+.. SMC Permit tdoc PW95 `0208 'fv,p. t'ldHAUI. HAULING Pa,rr.e1 Flo; 7 -0945 ;3 ita.•'1 ddre n : 3716 S 130 3T .Location: 3720 S 130 ST.. LOT 16 . Total Fees: 25.00 " This P'syment 25.00 T ot,s 1 ALL Pmts: 25.00 Balance: ..00 ** **,r* \****** *AAA.AAA* *A * * ** ** A** ** *A*f: *It'Ask*'MA***** * *l4 k** * * *A *A** Account '(.ode Description Amount ' 000 /345.830 PLAN CHECK - UTILITY 10.00 . 000/342.40() XNSP FEE - UTILITY 15.00 ?xtT .N0T ISSt.E.� . I V AA 1 b . . • • . . • }�' • .v..a.. .- .,..r :1..':N:'tit.L•:li.a } ?'. A.\J -t4 S.fl Y.i:us...arW Mali? S4)f l'4 mnn+ w. + <...+..w..n.....n.a 'o-euxsuw w...»..........— .- a.�- .».+w w. vru.s.m.... rtW:OrtM�:t4NJRt`b'.', r 1 INSPECTION RECORD EllialrMail Retain a copy with permit - ( 1 u 1 INSPECTIO'' 1 *. PERMIT NO. 4 ' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 431 -3670 Project: Type of inspectio K\vl"nTU�.) 4* ' 1 �t NPR Address: �_� ti Date called: S , �� f. ..� 7'1 : . r : Special instructions: Date wanted: a,m. Requester: . Phone No.: / (O - Mb V .,, : Approved per applicable codes. 1 1 Corrections required prior to approval. COMMENTS: \ O k ' L : -_- _ .2 ,i i , 3 Inspector: j� Date; "c - 1 1 $42.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100: Call to schedule reinspection. I Receipt No Date: . i+ecaahx:i. .4 G... 61.. .....4......exaNVA'o4+ ,.. »YCa.. 0).411„0, •,4,b,.3,1e....w:i,ct: 6.4 ete...i...41+ .. . } _.. _.._......,_.+.. w« w.... r.w. •...ar" •..... w. v. n.. rwa.- n...,.......... w..,».....-..,..•-«, r. ,e..SCMWmcksW4d+Cf^.MSS'rb!:•.• l INSPECTION RECORD = t Retain a copy with permit 9 5 - C1 �� INSPECTION NO, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project : , � , N.erion lzi. 1 r Type of inspection: F(.,3 Fin& 1 Address: !(?( 5 I3o 5t '(" _ Date called: C • Special instructions: Date wanted: a.m. p.m. Requester: Phone No.: .a; ral Approved per applicable codes. 1 1 Corrections required prior to approval. COMMENTS: �.' (J1�I S.QXA � • tk.4 4 1 - A / • ' Y • 1 +t y 1 . s 1.' 1 ,r r v • Inspector 11 (� Date : , G , 1 $42.00 REI SECTION FEE REQUIRED, Prior to inspection, fee must be paid at 63 0 • outhcenter Blvd., Suite 100: Call to schedule reinspection: '. Receipt No Date: . :. >.a% ;':: 'u.i :: 1}:.:.".' a. iR..'., Y! tts '+:tt.2laGnwz^J:iccYsSf.. »:;su; .+tv'xar sx++H+rer virw.::it. 443. S •t_aVae:atrevw +.r.<...:.wu.r f «,ur.r.+numa..w.w.snucu.um.. INSPECTION RECORD Retain a copy with perm � INSPECTION NO, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION t 6300 Southcenter Blvd., #100, Tukwila, WA 981881 t► (206) 431 -3670 ": t ProjectrR. L ot. .*} t Type of inspectior�'�� t j Address: �- Date called —i ` 1DD I �1 .� :at- q Special Instructions: ; Date wanted: 5 ..... atzi 157 ,4tahot, Requeste . Phone N c. 4 � 0096 n Approved per applicable codes. Eg Corrections required prior to approval. ! ?., COMMENTS: . t r.i Wt JA i■ CA t, F1 .(J. n q G A &A. C "' Mx:.. 4666 A CO uATIS» c ,s t afa A r,na Lscrt..kb aG PNly, LR04.�L.- ATi"1 1 VlQjt, (N t Inspector: C . A4 4.74... Date:,- Z3= �r (p $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must Y{! be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. I Receipt No Dater I ,, 4•e G� .u�3T 7.s`MC v..,�:5•�.�•:ws �^'G"�i4 4 J } ' .. •stt ilf - < • 1. r.Fk � ..,.. r i n: . � . r tr. )t INSPECTION RECORD Retain a copy with permit 6) 0 ,1 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 '<IUD/NJ - POT TypeOtsAmtkrae ?JAL, ess: s s . r ._ Date called: 5 c› 9 Special instructions: Date wanted z Requester: )(OA eiVIRL-e31 Phonelif I ( 1 03 Approved per applicable codes. 1 1 Corrections required prior to approval. COMMENTS: - 4 Inspector: i p Date; 0 D , @ 4 0 ?i [ 1 $42.00 REI SPECTION FEE REQUIRED. Prlor to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. : Receipt No Date . , • . • • , 1 INSPECTION RECORD U /0 Retain a copy with permit 01 o i / 1 , • ' *II N 4. i PERIM' NO • : f CITY OF TUKWILA BUILDING DIVISION ..o.kk 6300 Southcenter Blvd., #100, Tukwila, WA 98188 • 4 06 431-3670 ., li .... . - ___•- IL, ;per? 13o --''' "1 i li e ' ''' it - 29 -ci5 nstructlons: Date Wanted: - -To 6 p.m. (; z.-- .....____ Requester: F-4.34 1 Phone No.: i 44 0 El Approved per applicable codes. 0 •orrections required prior to appnival. , , I COMMENTS: / 0 61.4/ \ - /Jill 14-- Of. -,, 1 1 , L nspector: c--...0 3 6 1 i 1 E3 00.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter 8Ivd., Suite 100. Call to schedule reinpection. rWpt No.: Dale: , . _I is...2,,,, • , ., ' , " ■ . ?Or- 'el _ le ' , -, ,-.t. , ..-r ,., .t+,::- 4,1 .,. i .... �.. ..�..�. :...:,,u.�uu.isr�s:�.:.A � kca. t.. 'su?3+et:Jnex:t+t:ni�r�.�w:tn.r .xuv. •. ._ -. w. wF:. �c:. crt:, crm` wnavra:. c.. v�u+ waeaxsuaa .+.c�.xwwaa.xwxwr.:w*u -rs.; h. t • INSPECTION RECORD 95 Retain a copy with permit • I r d CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98168 ; (206) 431 -3670 Pro)ect ZT M Pons IAl 13 N/ X11` 1 Add , P , Date Called: Sp f 20 ICY` `�-- 1- 2 0 —95 I nstructlons: Date Wanted: i p m amp Requester : RI:A Phone No.: g5 ` 0 1 'F (14 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: i 4 j i 4 i nspector: om :: ® ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to relnspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Vie : l ^ -"` � '- G1::• a731L +�lii1CL'ii'��..Yit1�.'�l.�w ���ii a .M�fitiiiauit:api,iip.4fiR:WW � � N - i -' �•- 17y{.`!{: : rT `raF;'s.�F r.... .0 w. �s. �.f i�'. t.,. .: 1'. a. s.. YVtl as. tL' 1.:.`-. mctJLlza�iVhYiih. t.. mJ:.h�}ne^��:f- 1nJ+us.isc"lhi 4t2o Ati4'{ti.'h%+� ✓� ��1�lrs.i+4niWU4aK w'+: s: aN:..µui'scaavVwN:na +'bKSZ51n.t .. INSPECTION . RECORDS C .1 " €° Retain a copy with permit 01% INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 ro : h11) t R T I , N " L r 1G, YPe o ns : NJA11— I (Al-- Addre 720 5 130 Date Called: , t 1 _ ra h , Special Instructions: Date Wanted: Pim Requester COARLESWCR Phone Na: <3 `l `'1 0 41.1. 4. oved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: • it n • *or1 ∎ fi t/ ❑ $30.00 REINSPECTIO FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. • . — 't,: e: • ., ... .,,.. ....�..vw..u..n.nu..r.w . w....v..4r.✓� uv.+ a.+ �uwvw. ..w....r..�...r «�..vuwu�..x�*+ woeµ. swww+ i. �, wrt� +v..s4+a+....n.+cu'..f.[vtl3tl Yl.b]aY':f4ViSmiSN3:sM'A'P:i' . !G INSPECTION RECORD S Retain a copy with permit 010 1 CITY OF TUKWILA BUILDING DIVISION ` 6300 Southcenter Blvd., #100, Tukwila, WA 98188 �,, .` , (206) 431-3670 ro . ypeo ns.:. .n: to n't1►. (-41 / Address: j I ?.a - /3651": Date Called: 1 I / � I Special Instructions: Date Wanted: rh 3 ) am p.m. Requester: , Phone No.: �` 7 4/ .. pproved per lapp icable codes. Corrections required prior to approval. COMMENTS: A6dv, GAItAC>E" 0 I y� • -•i ' ( Inspector; ` Date: " O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee rnust be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt Fb : Date: __ I�J.a .tX. .M '� ... �� .. ,1.. ;��.. .' .. 'AL'.. ��- . '. .r .a . } . .,.idea • K - • ( ° INSPECTION RECORD i Retan a copy with permit 15 "'I 7 ICY l� * al PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ••' 9 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project: 1l J a Type of Insp9n g /t , I '1 r Address. r • Date Called: 1 • : s nstructions: 1 : " ant :.: v 24111 am, .m. Requester. '—'04A Phone No.: s /44(...) , (_) g Approved per,appilcable codes. O Corrections required prior to approval. COMMENTS: 6 x1 0 1+ o r{ St-1 III klGi A ,.iD N✓sIL,wc-4, t 'Y I Inspects: ���, � Date: d/ Z (� 1 cc' I O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: paw, • ... .. .. _. _.. ¢w5ct:file'«"J: N::.2L' +'r:3+c'�wirxr.'_ rya:« ir.; iy;,•.x.7? t9vt1" w+' �':, inrwwn .:nc: .ntrtfID:ucl:drar , rcr 4,11,-3 , vt. • • INSPECTION RECORD ,. Retain a copy with permit r ► 5 1 1 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 - "MKT Address..-7 Date Called: !� Special Instructions: Date Wanted: Requester: I Phone No:. o f'4 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: � A_Mir nspeato= ■/ ! / A it Date: 7 V , LS ❑ $30.00 REINSPECTION FE EQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. e: I� a... ..,.:.+rnx..:ss...'sc..,.uw,.. ww ..,, n aKarn<: nn. uN..«. w. w.:....r w: u.. w>•.. r...», warca;.+ uu=: i:.'• x: w..,. rac xw. atasracr.' t. �t'. xw .i'.::ht:..tar'tis• y . 0 INSPECTION RECORD ` -5- Retain a copy with permit • (, • o . : : CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 X 7 1 \, (206) 431 -3670 r o d (V U/ ta' 1 l 1 � Y1 `ten IA �I diw Addy '' Z � J , ( a Date Called: Spe ac("IInsWct{ons: Date anted: IrJ / '101 Requester: •Qk -13-743.1S9 4410 Lt Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: { nspector: ' tom-- :' a :r er ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection: [PtNo Date: • ... «._....,.. ..�„ : 11 vnr a.c:+ca �ay�e:�.��, urir.a �,.sse,.w�w.•.v«w.xw.b: INSPECTION RECORD 5 Retain a copy with permit b 1$ V1 "r, 1 1 •. • • 1 " - CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 , (206) 431-3670 'roe ~:.% !1 .. _at F ' e7 INS -+ ••r•' 20 S I3p Sr .:to .:.: • ,2.(0- Sp: « • nstruct ens: Date ant: ' : -21- am, E., Requester: , 'UM O Approved per applicable codes. Corrections required prior to approval. COMMENTS: s 11 pt -ta gym' ft� • Inspector: Date: q,...2 4S-- S- I O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. ;± ,...::.:rxe,::.::�+.�t»:..:: �:: sr. �;: c.^ w�urx�••: 7¢ srotrACai' srtu�. �.' i1Y. tvyrzM, ts: �.•.:::;: sr. �.: c: �.:+ aY; Li ;r3F::�:�xc�ff�rz'au�:fw�+artrur sz2xuw /r • INSPECTION RECORD? $ Retain a copy with permit () t $"7 10 ` e. , PERMIT NO. CITY OF TUKWILA BUILDING DIVISION • I' It 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 1 Type of Inspedbn: WER70iJ MD,Tl� -1.oi 16 rou4boonl wivls Address Irate Called: 7 z n 13fl Sr Special instructions: Date Wanted: - _ ck s CP '.m. Requester: at '' io . u 7L ;, PhoneNo.: 22 -1 ,j CApproved per applicable codes. O Corrections required prior to approval. • COMMENTS: • i nspector _� ) h tai r, o $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. , 1 Rce[N Date: ktT:' tCr;. r?. 3., iLSC.•' A' S\>,_. c....... ri%. X- r.,.: tt.: s....,.,:<. a�:,............. A.. ��4. `°'.:�,a�.•.. *.:t�..._ -a e...1....,c...:� ...__ w _....n......u+vu..r.ui.rr..e..+ ",... aK. u.r+,cv.+ou...vacn.ww,— ..vay.. ....."....... 21:w 4,... un ...!4,10:.:tP.'i+'zr444 ,- ,,...: 4•4..'ii,e; -- ;: 0 ( INSPECTION RECORD it ' s Retain a copy with permit al : 7 , , ` f , k . CITY OF TUKWILA BUILDING DIVISION 6301 Southcenter Blvd., #100, Tukwila, WA 98188 $ 1 , (206) 431 -3670 I MgjlgMIIIIIIMIIII ypeo ns.:..n: r„ -.-� r Y I Tess: 1 . 0A . l� :f :.?��!� .: • . nstruct • s: c.0 11 Y i'C_ whim if ' u ' a+ � : 00 • equester: "�•°= ■ l— _ p • s r►..� ee . ir5 3C�.3o13 1 , ❑ Approved per applicable codes. 0 Corrections required prior to approval. , COMMENTS: , , r , 1 Inspector: \-• / Date: r / /' l [l i 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at . t 6300 Southcenter 81vd., Suite 100. Call to schedule reinspection. /; ;' E r ��11110,0•13ae: ■ , ;� :. a . .� . f { � . kr . <)^ i . .. a ' fi� .-, .. _.. __. .._ ..... _... ... _. _ ,� � � ..r_...... sL 1r �+k..:+c°�`T. �A wi..' nt: . ?. 7t; f • „ ,,„ ■■ • „ „ loi; I - I 1°1 • City of Tukwila E City John W Rants, Mayor ; irApie, , d ita Fire Department Thomas P. Keefe, Fire Chief ................. TURW/LA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. Or C 2 Project Name IRLre. 1 . 44/1 - 1 < ; - 1 Address - "?, \ >-2:0 3 /3) 21' Suite # ' Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: • • 2\j,41.-3-36- Authorized Signature 7 Date FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57$4404 • Fax (206)5754439 • • ,,/ " CITY OF TUKWILA Address: 3720 S 130 ST Permit No: B95-0187 Suite: Tenant: RIVERTON ADDITION - LOT 16 Status: ISSUED Type: 8-BUILD Applied: 06/07/1995 Parcel #: 734560-0955 Issued: 08/16/1995 k* Permit Conditions: 1. The minimum five foot side:yard,setbaCkts measured from the property line to the,e0ge the eave. - 2. APPLICANT SHALLAWATN'SEWER, ONNEC,TION PERMIT FROM VALVUE SEWER DTSTRICT..Car2423236..L 3. APPLICANT SHAWOBTAIN WATER CONNECTION PERM1TpFROW DISTR. 125 424 1;4 , 4. APPLICANTHALLf,RETPRN METRO SEWER"USECERTIFIC4TE TO PUBLIC WORKS FOW=PROCESSING PRIOR ,TO FINAC-SIGN4OFTF:. 5.. No changes will,,be'made to the',Oan,s unless approved by the:, Architect or Engineer and the Tukwila Building'DiViSlon. 6. Plumb:11g permits shall 14e'.obtained,through the Seatt1P-K.Ing Coun0',Department•of Public Health'. Plumbing wilr,be, inspedted-bithat 'agency, including all gas piping , A (296-472?), , 7. Electrical permits shall be obtained ,though the Washington State Division of Labor and 4ndpstiJeS iind all electrloal' ; , word be inspected tY, t hat agency/(248-6630). t3. AlOuechanfcal work, shall be under se1;4rate !permit issued by .thditybf Tukwila. 9. Alli*rMits, tnspection iretords, and approved plans shall be avaitable a the job, start,of any con;= W'?' str4cticn .These documents are toi;be_tmaintained and!'aVaA1„ abW4neiT' inspection approvaL:ls:.grantea j 10. Engii1:6reditr'uss and caligUrations,s'ha#i be on,s4:te and avallable building inlecitor,YoinpekAion . purposeS\Documeiitsshall bear stgWature of , a;oy \ Washington State Professional Engineer. 11. Any exposed insOlatibns, backing material shall have ',a Flame Spread Ra:tfng of, J.5 or res,s, and materialtshall b*er id004- fication showing the fire performance rating therPbf.r, 12. Subgrade preparation including drainage, excavation compaction, and 'fill requirement- shaWconform striP,tly with recommendations given in thes.biIil report. 13. All construction to be 'done ins-confbril6nce,100 plans and requirements of thP BUiidin0 Code (1991 Edition) as amended, UniforM.MechanIdel Code (1991 Edition), and Washington State Energy Code (1994 Edition). 14. Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the Jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 15. There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. . ' { W ,_.... .. , • F s'ra4''`• : >•`L ' .... Qr ..... . :w?> <�:�'" - A `�°''Y ,xtiw •'. ',' ! "' v .. u { t,kkt.,wt ��� ,{, �T? �`Fh¢.'� ; Q.iin: .., il< ,xC .., . �. . ;�".',,'..,' {. {'!•;: q l t�.. :.......... ..>..:..,#:> .:. ....:.....:....:...:,,.:....,.. ['! .... <., .....,...,:;ir•;;• ...1:. .....:::::.:i i<.r•::1t }:.n } ::n <...,.: > } {:f•• .. < >. >.. ... �. L... ..>....r...... .f .. ..>xt: T1v....... ...3 . .. :. ........ : m: .... n. ....,:.. ... , :: ... 5 ...... .... ..... :..... ...,....:....:........ .n....• ... .,. ., ..>. .2. ♦ 1Y : :: -;{ t ...;...., :..<....... ...E ., {........ : r.n;... .. R..... .. ;.:• \i. .n1i:11 i. :./... ::T ;. ..,iv, < • r:i "'t1l x <:a r {?<•. v 1.S's, f nF" :'uj: • .< . : ` <::'kL:� Q' ::: t.n nal.. .: T > }.t. �`�?%! .(+ Yi9' . f;. 3 • �S { .{ Y♦ .rot ♦ L -n tY y <,a- K •BAH. .�'+�7 :< < - <... Q'I >f> > . tit:: a .G ®. >;C�'l" 'a 41G ra .�:...•� E -�. ..;4::. s ur �J,�R> .. :...::...:.:.:.: ::Y ..s.G's':. r 1 i < <i:: _ of Tu kwila -- - G�ic Y .........:.. Instructions: 1) Carefully review the requirements of each of the options below. Choose an notion 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. : 2) In the shaded areas on the pages that follow, make checks in the circles next to the requirements of your wr<: O tion the O tion 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 <K r 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 requirements 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 WA7TSUN 5.1. ... ..................... .......... ......... ... .. .. .. :. ;.: v; }'•:. •:., ..:........:.:.::iii• :: 4:,,E . ..... .. .. ,........... f... .iii {:: :�. ....... .n. ::::: n:.::::y1ii:::: } } }:'w :::..... .. ....... .. ...!:::•::!:.. n: i };•,i :iL: }: .... ........ r:`,.}':.:} 1::x? ?L::':::; {::tixxx:;;f;:i;1: �v:<4: �,. :.r:: •!1: 1:.i1'.:: •:{:: iii.; ^:: :;., .. ..... :t' ;::.;':n•: ;:::::.:. :,:•.;:::..:::a;;; ;.::, {vim :...:,..... n•, •......: ::: <: >:::?: J ' OP r VI OPT VII :`:' 2 stains 2 stoics S S TV 1 O I OPT Ill OPT IV QP l l 1 0 PTI PTl vie a Re l w PI n d ;. (For official use only) ; :` >': HVAC AFUE .z .78 :' z .78 z 88 z .78 z 74, z .78 z 78 ' Selected Option is Glazing max: appropriate for this ?:: ° ° ° o(floor 10 /° 12 /a 21 !° 21 /° 21 ! 25% 30% dwelling design. U -value 2 :0.70: 0.65 0,.76 , 0.65 0:60 0.50 0'45 f YES ©� No [� • Door U -value <0 :40 > 0,40 0.40 0.40 0 40 0.40 0.40 Option - may be a (R - value) (R - 2 5) ; (R -2.5) (R -2.5) (R -2.5) ..(R -2.5) .: (R -2.5) :(R -2 5) better choice. Notes: _ :. Ceilings: with attics R -30:'' R -30 . R -30 R -30 •' R -30 R -38 R�30 > " { vaulted R -30 . ': R -30 R -30 " R -30 R -30 R -30 R -30 Walls: . 3s. above grade • R -15 :'. R -15 R -19 ": R -19 • : R -19 : . R -19 .'R- 19'. :. below grade :., .... ' . inferior R -15: R -15 R - R -19 R -.19 R -19 R -19 ;: f or exterior : :R -10 : R -10 : R -10: R -10 , .R =10 R -10 R -10 • ' Floor •R -19 R -19 '. R 19 R -19 R -19 R -25 , 'R -25 / r Slab on grade .R -10 R -10 i :R 10• : R -10 R. -10 • R -10 R -10 ;i Approved by: • is $ i Date �� Footnote: 1) The "z" symbol means morn than or equal to; "s" means Toss than or equal to. f __ 2) Glazing trade -of is may bo mado if the Option U•value requirement Isn't exceeded, R f»:. Page 1 of 6 JUN 0 7 1995 W EE SI NORAD /APf 0, 1991 rr PERMIT CENTER •• .. • . .• r .., .. : .; '• : . '',. , . : , j .. t ? r .tf ,; t " („I ''f '<; r 6 t .c y r 4 c. x . } .. ,i . • 6.- .••••'. • • •-•—•:.:':,::::::.:.:,.:.•::::: ' ...... .... n.. r:.. ..• :b:,. ..r . . ... .:..:... 5,,.:. :....n ..... ...J.. ? r n;: .; • r: �:. :K +. ?; }'!:iQ :y :: ii: } { }� } N.:. . G. t2 �. € :'> • Y v 4: . '} is eY: : f:f 2 r�' ( f . t' t rr,F::. C ' � a s s • } ... a.' v'? aa u'ro > i� . ; ,: : 'i,. .} 52; %t € +' 'f fi.F 4' �N Y A }i� <i %•:i <: . � . a . ,COMPLIANCE <�: . . ,. .,... . <.. s;.:...r.Y... F : . t XG .: #... M 3.: � . . ,. s, . ,. >; ;r >:.�. ........ .. ... . .:. ...r.N..•,•::t::::vi :;:::;.. ., :•: :..U'r; ;• •: r, .::: :... r: /j ':�SN•.n: : . }: :+ 4:i :.`•' ?'r il ice: +,n . f 'REQUIRED IRED t: .... . .. ....;: :<'Hoat:s a.u:r as:;.:...i:V> ... rt.. ,n:... ..t >:00f» S;'`:Z:n INSPECTION IMPORTANT: Supply information In the shaded area by checking the APPROVED appropriate circles. Disregard topics that don't describe your building or equipment. DO _NOSplace checks In the two left columns. FIVNIfilb,5kiiPlh'I'F,JY: marz ' ` e.—.5 Fr o "ftL(6 N6 • Cii ❑ ❑Slab:lnsu.l (Tabl - 1, 6= . 1)shall be R:10 a n d located o n t he :....Q A. E IN INSPECTION) OR ,':, .40S'+ Interior extending downward. from t he to slab surface to i undersur and horizontally. rtho' slab fora total'distance : ", er: vo li El ❑ 2 .R adiant Slab 'Insulatlo,n (S. .1 502.4 shall R be -10 and extend undor the enhire, slab ❑ ❑ 3 Be low: g rade .masonry wall insulation (S 1 ;502 , 4 10) shall be.full, depth an'd located on ,the . QA Exterior g rid rated R - 1 0 (See INS UCATION:. PHASE). OR •••"::,:• QB. Interior (Sce INSULATION PHASE) : CZ ❑ QThermal breas) shal1..be placed th to e slab (S: 502 1 4.6, 201, 1 BUILDING •ENVELOPE) `betweon co k nditioned: and unconditioned spaces checked below, and`.extend from :the.top of the • slab '19 ttie :bottom; then :underneath toward the condliloned.'space for a 2a " • �':Qdwelling /garage ':Q dwelling / space : ,,• slab edgeand foundation. wall. ' ❑ ❑ CD .Radon Requiremo (IAQC S502 1.2, 502 1 3) shall,be met if,::1 of the:following is checked .• ••• 0 A, Nel.foundation:ventilation area is less'than 1: :FT2 per 300;;Ft2 0[.' cr a wl` s .pace 0:13 ::Foundation vents are :closable: ; 0 C. Crawl a s pace acts. as s upply, or return air plenum ... ( \ WSEC Foundation phase requirements: \ Inspected by: Date J y. } }: „� ; ..:.v. crva' .� ?, "�• ��+ "'.grh ''. y et' t.:f,: t. •: ''r ";i6 r ifitr y ';'!y: • ' • i "y:::,':: f "f ;f c i:i.p r. y r.; :;!• �: , / 3 !e b k r'� �: k : >.:' 1 ��� �.G,` stJrj it� .....�iri:it:•.',ar uCYnt?.tv.scoi:h'Ssq:' iiL`�S�i�fh.�ao:�x;Ytst fSn ❑ ❑ Q Insulation baffles shall be placed in attics /ceilings to maintain at least 1” ventilation space and extend at least 6" vertically above baits or 12" vertically above loosefill insulation (S. 502.1.4.5). • 0 Cl ❑Glazing of ficiency• required undor the selecte d option sh be (S..502 1 5,602 6 2) ' • • C) U.70..(Option 1) s U.65.(Options 1 1, IV) .Q < U.75 (Option.111 ) •• G 1; U.60 (Option V) ' 0 U.50 :(Opti :V,I) 0 s U.45 : (Option. VII) ' [ [SYmbols _ used: = equals > greater than <loss than . greater than or equal s loss than or equal ':+ UPDATED APRIL 0, 1991 Page 2 of 6 .. ..... ... .. .. ...... ... .. ....................... .. :... ... • ..... .:. ., ...,..:...: .... • ... : . . . . :: in ^: : pTY•:Y:'`: r .T +':::;' . 2::; : .. :::$i: -:•. . T v .............: ... r.::: :..::..:..:: .. .�: .,: ..; .. ... ..:. ... .. ,. :::.n.. : !..:::: �•:d :.y �•• : : . ;, n,.• .: t .,a,. ;FT. . ; :: :: Y .:<B:TY n ., .. ..; <:...,..; .. . . s. s..•. � .. s ,a:•: :... <.t:. o.:.. {, <::::,.r r ....•.,o. s xv: . . :•.. . : ! ,.. :. T 3 �:`:: ?T::: : 3. •.R 1' <i p YA .s J f ` f' S R. . { . . •• E ; '+:. ` i i w i;'. p.; S !! A , s< . O a ' ( : f• xt• � ;< T kY l FtIt t4CE :•.Y L.T >:. > �'s:t..., .n,: t . > ..t . :. :.: �'v:: T::: •: ...:: ri .::::.: ..:' ..., . '.. ..n:::; •::..� Yf;': • t :: :P:i.!�nrRi•: : nv!!t,?{ht, :..R : > .•v V .TT'!n,Th .3R`2 ).. .T �. x., ..T.,.:n 1I: <!v.vr :t . {.. .fir.,!. :.c,. ., ).. 01 .>.•:.•. <:sh cr ;.<:'`.3.p.,. a.h:, :. gi. :i . ........... :..... T: r•.••YTr ..........:.,, . s:s,:i.) •i;!:s:::•'sf >'� ... '4:..:..f s::'. ; : v..s : `is: >,..r..)•c •s:;% a•T,:i; •; .r ":.: k: rsi :` ..!. ,.: „rT�.:. ,.x...r,., :..x. 4 ..i,.s... $. :;, ?:`€�•.;'., a. . #. >., ..�:. <•abTTs. ..� �iE - .: :.c.: .. ..:.::::::: T::•:: Y:.:...............,......:..... ,....T,•::•::., <.:�:.:.T::r:... ;•...... ....T:....:,,•:s>......:.,:r.. ..t:.,� .)3 :. .:a:d....R2:.. ,,.3T: •,k. .`:^:E> : . ; � t . ; ::: f t!:;�:` v ..\: 2: r r.:.;;:• i” i.:T 1 ,+,:..:':j:!::;'v!:i•Y'.:�n:i'i .T.:' <`J::'::<; . :;::�:Hp.At s.otlrpa , OTMF~R;' tt� A11' Xa nrt:a`•�;h�ai.t,� tam. �. < E:�dtt:a: }�•:� <! / , • INSPECTION IMPORTANT: Please supply Information In the'shaded boxes and check the APPROVED /2 / appropriate circles. Disregard topics that don't describe your building or equipment. D_OJIOYplace checks In the two left columns. e T 9 x "a37f:.'./w.` S'N:•TSFf1S: g . •:. v . . . . . . ...: fn, I3 8 :G lazing / sky IIghts by type (S. 302) ( See the Washington glazing d No. Manufacturer Frame material # Layers Model # Area (Ft2) Uo value Tested? 1 } L.f°,, b VIN 1-- I �'v0 1 5 . c U. J(:_ Yes es � SSC "� I C J�� U.�.. Yeses : '.`ii. .J --, U. 4 57 Yes r-1— . • 2 U. 5/ Yes 1 in kt . 0 U. itq . Yes ieJ 1 $I? iZ•0 U._. Yes (a) 1 if I 0 •544, U U . 5 Yes . U.____ Yes 0 :. U. Yes Q I U, Yes Q (= [] n Single Glazing ( No more than 1 % of floor area before doubling, S. 602,7,2) U Y es Q ? Type: No: Area: X 2 U. Yes 0 Type: No: Area X 2 U. Yes 0 Ill% -ID MI Glazing (Use only default U•valuos in Chapter 10, S.502.1.5.1 (41) Type: No: Area: U. Type: No: Area: U. TOTAL GLAZING AREA (Add entire column) —0. • j 7 . vA (I 11 :Maximum AI )owed glazln.g•:area(S, 602.8.1) is derived by taki the the total glazing area of '9v 1 1 Ft2 and dividing by thr3 total co nditioned floor area of I / Ft2. Multiply, this number b 100 This value'can't ex glazing percentage tor:your selected op s 10 /o .(Option Q ° ) � * 12% (Opt II) a . 21% (options III, iV, V) :: : 25 %° (Option VI) Q ion s 30 %° ion V ll). 1l O r2 Documentation Insufficient; U values shall •be justified by Mfr testing report El Cl ®GIazIng air leakage(S. 502.4.2 (c)) measures shall be met as follows : ' 0 fixed site built: stops with sealant. 0 operating site built: weatherstripped with closer L El 14 Concealed insulation shall be placed: behind shower /tub Ilia behind partition studs /corner • Z m in Standard air leakage (S. 502.4.3) caulking is complete and installed in the following locations : at between Sole plate /sub(foors el partition stud penetrations . lei wiring /plumbing /duct register penetrations 0 Tight fixture/ flue penetrations Page 3 of 6 0 rim joists /mud sills (heated lower floors) ' 4 around window and door frames 'P • • . h % \. N }i ,r: y� . <. s..`k. !' :r }•: :.�'•} : Sw.•t.s'r.. `nl.k ;xta`.. •tf } « t' ti:: •,�: 'f 'L: x . f ; : N o: { tt, ,: , pp } .• 1 4 1 : tir ? � / i' ,.;•:> ` ? t f} J: : N �' jjf f<..: W n S k: ) : :r ' : t:Y ?: �C``. ✓.`• ] • i 1 t • : XA•:.v. li 'i E . > S !'F Yi .1 �F, r4> S �. CO dPLIANCE . 1.. :. : .�:.><„ , # >:• .•i•: >} a..,kY.•:�F: , ,., s.. . ::<:•�:�. � i;. . '.: . r:i, y�i •. n..a :r. ;: .!� }.. r • `nyq:;};: .. rp :. r. . , ':' <: }; `.:.'�u.:. ... _ ?:;y }s: }i�;:!::• > }. ... n: n .. i...'; .R•.: . �:. ..,. 'i>:;..;... ) ..k •: ., �o...... 2C•.S ::Y. fiC` ::';:.<..':, . ;.,;.;; .... k ,:... }.�.. ?.:i�:,r..•... r.�•' ' • ? ?: ?�:':: ?:: .. �9,• &t: x. }. ..,.. �?... �.:: ?.; < +iSr ?'i ......., ... .. :. .. ... .. :. ..... .. .:.. n• ::...... :....:,. .... :. t: r.. }} , } :.. ,.....:... ..: :.:... .,.. : } .. S: r.. ' ?<ai •• : %t:`r.:4:. } • •... }y .: s: <. }y:i }S : }^ .< ri U E4 IRED <: } }. 'i:k.:: }:::: <'. }::. :::?iii: . ass;•• : } >. ,:� :.,.. ....:,:: :::.,.:, ' : o: ; 1M a s . .11 < r.a �ta. cr: �:ha.�t:v �urr „ �° �. , .......:.� ..:::.::....•,::::” Ha ft , saura.a....: . . TH . . • itJSPECT O N - - -- APPROVED IMPORTANT: Supply Information and check appropriate clrcles In the shaded boxes. Disregard topics that don't describe your building or equipment. D_0_NOSpiace checks In the two left columns. f Xs.c� ' •1�.` < � R }, >`r �, R <a ��� .kw e : M :t �F' ,3p <�r� ` �/ .': .3i$i::'sSi�v. }} .r:: >6{ f} +a3a Svido» S 12. j � 18 Exhaust ventilation shall be provided for each dwelling unit as follows (S. 302): ; Location Minimum at .25 w.g. Mfr. /model Fan label CFM(. Kitchen Ian 100 CFM AkitrJ / Bathroom lan(^i_.__) 50 CFM 6I^W-ic1 f i ( 45. Bathroom fan( .7 ) 50 CFM _/ I l t) Bathroom tan( ) 50 CFM Laundry fan 50 CFM rimer). !iv∎l/ ((- Z- -` O 50 CFM (1 -2 bedrms) • cp Whole house tan' O 80 CFM (3 bedrms) ' (choose one) - a 100 CFM (4 bedrms) f , / L5-_1 - �l .r ili.......I.I.O. • L2 18 *W.hole houso fan also s a .a kitchen or bath spot fan. Ye : 3 No I1'.a:.spof fan is designated es :a whole house fan, th capacity shall be. the Iarg CFM rsquirement (>� '4 " Sone rating • I� 19 Whole house "'fan hocdtion�� " .. 1 5 ifa fan closer `' .ihan 4' t0 ceiling) 'C Whole house f is listed /f "for Continuous u • OWhoie house fan wirincd for control route is central location Q Whole'.house.fan shall run continu Kitchen rate 25CFM Bath 8. laundry rate 20CFM Ed Q El Integrated • forced : air furnac ventll,atlon. (IAQ Code S 303 be used with a : .wholehouse fan instead of fresh air inlets h n.ie•edrooms 'es' o •;'•• If yes, a 6 ". outside air: inlet duct wf barometric damper the ventiiltion rate t0 35 .50 : AC.H, shall run.irom the building exterior to the,furnace• 0 p 0 Mechanical ventilation fan ducts shall be z 4" and properly sized using IAQC,Table 3 -3. [?J = Q Fresh afr. shall,bo •provided for each' dwelling. unit as.follows (IAQ Code, S 3026 ,1,) 0 Each bodroorn: Testod, s creened, controllablo, through.wall port (S4;Sq in.) to the exterior • Overall.l.ivin g area One,wali. a.s spectfted for. bedrooms . OR Central forced air. furnace which,dellvers outsido makeup air the ducting system . t 2a R eessed lighting ..f.lxtures (S 502 4;4) shall compl v{ = y w/ orie or mor of the following 0 c IC raled,:with rio slots or hole in c caulked or. ;sealed.b at IC rated with Iable certifying anASTM':E283 tested.airleakage k2 0 CFM :. . • 0 Any UL Iisi.ed fixture enclosed try a 1/2 ". gyp.board box or: othermanu,factured. box • w/ 1/2" cloarance to combustables an,d 3 "..clearance to insulation ' WSEC Framing phase requirements: Inspected by Date M J Page 4 of G h • REQUI p4',14e,froxiins.; om P L114 z„ 7 0 ;9 4,41 7:: R ED , • p ' • • '''Weirs' INSPECTION " 8141181ti " g4111411 • • ' ; • APPROVED IMPORTANT: Please supply Information In the shaded boxes and check the appropriate circles. Disregard topics that don't describe your building or equIpment.D_O_N_O_Iplace checks In the two left columns. riftc:71 EI B Exterior slab Insulation, if not located on the Interior, shall be R-10 (Table 5-1, 6-1). E3 Interior below-grade wall Insulation, only If none on the exterior, shall be R-10 (S. 502.1.4.10) . ......, [Er D 1E3 W I 0;10ctiil id ............................................................................................................................................................ • • :.„:•• • .., ........• . . 1 ElriterIcirbO101W..tirpt10':. • e Vaulted collln sha ll .• be insulato ..... • (L)SkylIght wall InsulatIonis installed and equivalent to the required wall R-values above. . .. . . .... • ••••••••••--• ••••• . " .. ••-••••••• ••••••••..... • ref 0 tijvpor rotarders : I I :be instailed ..tOvip rd:Ati ................................................................................................................ Select one • • ":. • , " . • • •.... • . . • . . • • • . . . Y:::01# t0016 Ceillngs: QNot requirod whore ventilation space averages >12" above InsulaUon. • • ...". • • . . • D D 2 HeatLn g system ettLcIen cy and slzlng requirements shall be m�t as represented below:. 0 0 3 t.::17mtrpi:.0..f1,1.01,0...9 Sp(it system, air source heat pump: HSPF �. 6;8, COP ) 3.0 . " Fu rnace and heat p ump Options may be change before July 1, 1991 z gib( B.Co tiaLfo • El El Npn-centraI, combustlon heating systems shall have intermltentlgnition . . . EJ ED 01131ma..xinium.:netingi:,0•.t.:0:iii::0tp4,00W.b(00.0gei:h00::(o00.).:WL' • 0 0 HIgh ': eft lc I eh because: ': 0 GNvti Listed • 4- p 4. BT U/hr WS EC Insulation phase requirements: • Inspected by: Date V Et: • 0 ED. Envelope Floors shati bo insulated without .ompression, and with support 24" 0.0, to: • 121( Eli Table 6 • . 0 R38 (Option VI) (!1 El (0 Door systems t't l ' et.;:; . . • Page 5 of 6 t ! �� !.� .. .... . .. . .v. . . :., ..i,•.n,.v...r.,.i •l p : •.d.3v\ < .t .uv. S,,. ..: n\Srvn�n'+ivei ,. v..t. \: K •.:i.: \.vi: .. .. ... . + .t i :. :.F .< c ••c • %fie: i. �c,`y ` i•; yakC : <,v '" . '.ii;wi %: < :S.s,.�! • .. • � :. r' ' r.. Y :.:r r .u..r^ k' � ,2•t � [ • A i' C':f .1' ..^ n ; '. Y ': c A !` < e t . ki:\l Y i� iY ! �.` �i �.'�+s {., . �' :�'•: � � `{` • , 7 r ' >, <: ' r" f rr � :n wi. b it t : t , t �, �' . sv:s:. �. • ws,. E^ • t:t..r, : CO CE REQuirit:D LAN � ... �:.. t arcs: !..wr.>x• .a..:.r... ?:v. , '•.f!a.i ,s. �F • . ,.C�•+ ,fis s ...... �:. .. :..: ; :::. > .: .:....... .r:,!:'Y:!::: is ;., ... .. ..i. .ate a < • 1£ : f: f: i< :..;:. ..< >::<..;:<; >::::. : t.. :. .. ... . r . . Ft: :: . f...: •�n:a °;�h:a 'fa:m: t::. .. ... ......, ...n. s... sa .. Y... ..... .fs.. .s Y. :..:•::•:. i.r.:..r. x:`• +:;;;....: >.>.:.:< :: .;::,: :',.:;: r .,. ; ....: :: f.:1 "tt . ,.,. ...: . . . :.. .... •. ..:.. :.:•:...,,..<:. G.........: a..,.,.........£..:. Y<...., ....:..<....ir..... . ...., 3....5 .R.:wSxs; i.,;..,a ::>..... ..aF.a J::$i :.:: • INSPECTION IMPORTANT: 110 OT lace checks in the two left columns. APPROVED./ NOT place }ci �fi srr :y�TSn•;c•r�.�v�� ss tra, 6 Lgl S: ? ' wt i::3 ..�G{ :. : .„ :. T.. V ❑ 0 Exposed foam insulation sha ll comply as follows (S. 502.1.4.7): ❑ Protected with metal or plastic flashing, or other suitable material that extends below grade. l7'fnsulation is approved for sub - grade, exterior use and properly installed. ©' ❑ CAlrflow between fresh air ports and the whole -house fan ensured by undercut doors or grills (S. 302.6.4) ❑ ❑ CLooseflll insulation OK 11 (3.502.1.4.5): ❑maximum ceiling slope not > 3 In 12 ❑ a30" of clear distance from top of bottom chord to underside of roof sheathing at the roof ridge. ❑ ❑ 06 mil black polyethylene ground cover, lapped 12" at joints and to foundation wall c - ' ❑ QClearances 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. tom' ❑ aj Attic hatch shall be insulated to required ceiling R -value and is weatherstripped (3.502.1.4.4) 2r JD IS Attic access shall have wood dam or equivalent to retain loose fill insulation in attic(S. 502.1.4) CjJ1�I..❑ 03 All exterior doors (except 20 minute doors) shall be weatherstripped (S. 502.4.4). 1 ❑ E Service hot & cold water piping shall be insulated to R -3(S. 503,11) ❑ ❑ Service recirculation hot water piping shall be insulated to Table 5 -12 ❑ ❑ EH eat pump thermostat shall have progamable capability (S. 503.8.3.5) e p T h e r m o s t a t t provided for HVAC system with range of 55 -75' F,(heating) (S.503.8.1). C7 ❑ El Readily 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). ❑ ❑ s4 Controls for backup heat prohibit simlltaneous operation of the primary system (S. 503.2.2(2)). ❑ ❑ . 5 Mechanical ventilation system shall have timer, dehumidistat, or switch (S. 302.3.1). MY' ❑ G Mechanical ventilation ducts shall have insulation z R -4 in unconditioned spaces (S. 302.5) 2r ❑ 7 Mechanical supply ducts in conditioned spaces shall have;. P.-4 insulation (S. 302.5) d ❑ 8 Supply ducts shall have volume dampers, or the equivalent, to balance system (S. 503.6). ❑ ❑ ESu pply and return air ducts shall have sealed duct joints in unconditioned spaces (S. 503.10.2). ❑ ❑ NHVAC plenums, supply, and return alr ducts shall have R -8 insulation (Table 5 -11, All options) Et o Electric water heater(s) shall have (S. 504.3) : ❑ separate power, or gas shut -off ❑ 1987 NAECA Lable on tank ❑ noncompresslble R10 pad (unheated spaces only) ❑ Temperature settings 120 F. Ctf ❑ sa Showers and lavatories shall limit flow to s 3.0 gallons /minute (S. 504.8.1). ❑ ❑ rs Swimming pools(S. 504.5) shall have: • ❑ readily accessible ON /OFF switch (pump, heater) ❑ Pool cover ❑ Piping insulated to S. 503.11 ❑ ❑ EAU 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. Et ❑ ESolid fuel burning appllance(s) (S. 402.2) shall have: ' ❑ Tight lilting glass or metal doors ❑ Outside combustion air source directly connected to the fire box 0 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. . 01 ❑ ,gRadon monitor shall be supplied to the building (S. 302.2), • • " WSEC Final phase requirements: Inspected by: Date__ ---.- - . / Page 6 of 6 • A . .;. • hese plans ha e been reviewed by the Public ; ' orks Departm nt for conformance with cu rent - �( l' ' ity standards. cceptance is subject to a rors �� � ,; : nd omissions w ich do not authorize viclati s of ' 'adopted standard or ordinances. Tho resron, ibility ,:' or the adequac of the design rests totalh,4 with he designer. A itions, deletions or revise s to -- j hese drawings after this date will void this acceptance an will require a resubmitt I of • evised drawing. for subsequent approvatt inal acceptance is subject to field inspecticn by 1 e Public Work utilities inspector. "' ) ate: ( r_ 07_ s - By: / Co..-,! . ill q5-o 4 1 trw P 6 0 • , Y PH 95'- o�13 . i 1 5. *F, • 914 Lio ;1 • tb ■ i �— ~___A 0 • I�' r . ''%5 { . K :. \ . V J 1 ` ' ,. y �,(�� , �. Pi +�` +s' r, ..i. y . i , - tir4 14., ',.i 1 : i<.....ot t : .�"Y�7.11.1 1d fFlr %u +. JSkti . r.; 41 t.. : ::.•,+.iiS Silue�l.Nt+i Y ilit� G EP ' / . --11, \ .'"15- i — I0 /6 ' • { . ti 9 1/411 -.3 M 1 q ° '1^ 19 . ' ..._ v. . __.._..., 59' M . r3 ... �t.. '. S9 _. ;,. y r • , -,11,.i • ���� • r111 4 lig 1 : 9qU _ _ _ !� c 1 ' "� ' - N e \lam ' 'IJ ;� : til .. ......4. mo --`� j:. ,., � "� .0 r y` F % ` p'' 1 . a o 3 I ' T __ .. �� S + Will • ...• .., ,..,,„, . \ , Ir.. sm,,,,. Jim.. .. , , s 1 I LXISj IlKsW ' . 1 1 ' / . A1 ' • pgive ' 'c $ . .4.4 11104 %.„ iirrialli_ opEN _... mmi llIMNIVIN1 4 . i ( - 5 - 1 li -5 1,-0-11-1 1 '^ ... 1.N, ' r ----. ,.-\ ---. - t"..�..._ "-, .4....c.:‘, .� r i V�`". �. -- .. _ A • •!�o► , • 1...,1„16.1— r s,A '.01.1r/ CA 1; o. "ri cur G.. .a v l •7 A •• .4 . ., ti .'r .. I 4.11G.1 •. e 4.111 .r it • \ s an ar or ordinances. The respells ibiiity . 1 or the adequacy of the design rests totall with „ he designer. Additions, deletions or revisi is to - these drawings after this date will void this acceptance anc, will require a resubmitt I of • • •evised drawings for subsequent approve . . -final acceptance is subject to field inspecti n by he Public Work utilities inspector. " * Date: T o -j -q,S- By , Cf2,--% , q5'-0-11 / / y0X��SrrNG - d L 1 • pW 615' Ml3 ' 1 . . �T V- ,( --- - M--- - - --k+ ---K w K I 914 Lir 'F'll 1 . * n tsb a ( P ,I. . , M, t c.. . ' • . . K 1 it, I t S1 V 4 ��, 4�, ' .Y�.. • .� i • i . „ tv aii; Rn 't �.,4• t ,u :Irl'tw.,.s+.J tctu N...... . ,atvtti.1 — • • * A AA� ? 1 i r :w + . il�rf 4 , , GG 4•5 4 �.ti 47 SiG1S tl. �,�,ii:: .1,.. 4:5 �:a. -10 / ....iiiii s 1 5o -ri, -44v 50 ' , 511 ."--, . ... Mk ' . . - lil 4° ' \ ."..., 41 , -414444 - -4 4 , A ,, r 6- ... 1/4.,2 •✓ �- Nei S 1 a .� � 11: -4. .. . r ft -: ,: " ' ,.----- ill ; 4 ....... . , "-- T ,,-4 `. mil 1. , p�o i X3 / „,,',3 .. al / t txts't, 1 \ 1 - w► - car 4 r . pal i a g r WM m oo” .• . bt2ive ' `tili. 1 / :IL. . ) °PEN 1 411 _ -r, - - r ._.� " - _. _ kw.. -- • 5.,. , •1 x�,N wK +1 tr ■ • y - .> _ - - ••• - _ _.._ -_ , y •r . -?. '" ! E u) 1). ' cu 1.. v F 2.7.. G► � f. / cxl 2r 17. 0 p.(<.uzitr 1 N'IW UJA rh • \ E 1.4 vPcr ac. �a'�L � d�1TLW. / • ac � � t � TI-10 -- S7: v ' _.-- 1---.-- am-- =— - 1rRO���u S j --.- -- • _ - -... „.., / r JUN 0 71995 . '11'9 n / \ / -- PERMIT GNTLR i. _ 0 j.-s�" / t ' 7/9 ' — �sC 1 - rt , h. 4Ai4 ..--;:—/ aal ------ )16d- + �f' X12 HAW sil rL-A1.1 (":-.7.01-011 . . . . _ ., _ . ;' • • • • �. SUBSURFACE EXPLORATION, GEOLOGIC HAZARD AND GEOTECHNICAL ENGINEERING REPORT RIVERTON ADDITION, LOTS 15 & 16 Tukwila, Washington FILF. COPY I understand that tho Plan Choc;t a; : _ .- prepared for subject to orror3 and omissions ard plat ;o does not authorize the violation c'• any a;.aptcd code or ordinance. Receipt of contractor's URBAN HOMES, INC. copy of approved plane acknowledged. By ::: Project No. 950403 it Nos April 23, 1995 RECENEp CITY pF TUKWILA G eoSource JUN 0 71995 ENGINEERING, INC. PERMIT CENTER :. tr, i i M : a4 . lv a's ii "i]f�{ 1'i�N i }a ya� ,.. : .. , � ,.:: .:.. � i,. ; ' i r '� 'x -t � j. 1 .x i .i > F� GeoSource ENGINEERING, INC. GEOTECHNICAL ENGINEERING April 23, 1995 Project No. 950403 SUBSURFACE EXPLORATION, GEOLOGIC HAZARDS AND GEOTECHNICAL ENGINEERING REPORT RIVERTON ADDITION, LOTS 15 & 16 3700 BLOCK OF S 130th STREET TUKWILA, WASHINGTON I. PROJECT AND SITE CONDITIONS • INTRODUCTION This report presents the results of our subsurface exploration, geologic hazard and geotechnical engineering study for the abovementioned two lots. The proposed building locations and approximate locations of the explorations accomplished for this study are presented on the Site and Exploration Plan, Figure 1. In the event that any changes in the nature, design or location of the structures are planned, the conclusions and recommendations contained in this report should be reviewed and modified, or verified, as necessary. Authorization Written authorization to proceed with this study was granted by Mr. Ron Charlesworth of Urban Homes, Inc. This report has been prepared for the exclusive use of Urban Homes, Inc. and their agents, for specific application to this project. Within the limitations of scope, schedule and budget, our services have been performed in accordance with generally accepted geotechnical engineering and engineering geology practices in effect in this area at the time our report was prepared. No other warranty, expressed or implied is made. Our observations, findings, and opinions are a means to reduce the risks inherent to property development. POB 12888, MIII Creek, WA 98082 (800) 771 -1282 tostacceottootoecoosot000tattootteldwto • 2 IN PROJECT AND SITE DESCRIPTION This report was completed with an understanding of the project based on a site plan sketch, provided by Mr. Charlesworth. Present plans show two, approximately 1300 square foot, 1- story houses over daylight basements. The structures will utilize conventional wood -frame construction with slab -on -grade floors planned for the lowest level. Construction of the daylight basement on Lot 15 will require a cut of approximately 10 feet high at the southwest corner. There are no garages within the building footprint. The property was situated in the 3700 block of South 130th Street in the Riverton area of Tukwila, Washington. The 50 foot wide rectangular - shaped parcels sloped down toward the northwest from the southwest corner of Lot 15 at an approximate slope of 5H:1V (horizontal:vertical). Total elevation change across the lots was on the order of 16 feet. A small area of surface seepage on the order of 20 feet in diameter was observed near the street between the lots. Vegetation on the lots consisted of field grasses. ■ SUBSURFACE EXPLORATION Our field study included excavating an exploration hole on each lot to gain information about the soils and in particular, the sloping areas. The various types of sediments as well as the depths where characteristics of the sediments changed are indicated on the exploration logs presented in the Appendix. The depths indicated on the logs where conditions changed may represent gradational variations between sediment types in the field. Our explorations were approximately located in the field by measuring from known site features shown on the site plan/topographic sketch prepared by Urban Homes. The conclusions and recommendations presented in this report are based on the exploration holes completed for this study. The number, location, and depth of the explorations were completed within budgetary constraints. Because of the nature of exploratory work below ground, extrapolation of subsurface conditions between field explorations is necessary. It should be noted that differing subsurface conditions may sometimes be present due to the random nature of deposition and the alteration of topography by past grading and /or filling. The nature and extent of any variations between the field explorations may not become fully evident until construction. If variations become known, it may be necessary to re- evaluate specific recommendations in this report and make appropriate changes. Exploration Holes Exploration holes permitted direct, visual observation of subsurface conditions. Materials encountered in the exploration holes were studied and classified in the field by a geotechnical engineer from our firm. The exploration holes were backfilled immediately after examination and logging. • 3 N SUBSURFACE CONDITIONS Subsurface conditions at the project site were inferred from the field explorations accomplished for this study, visual reconnaissance of the site, and past experience in the area. The following section presents detailed subsurface information organized from the upper (youngest) to the lower (oldest) sediment types. Stratigraphy Fill soils (those not naturally placed) were encountered in exploration hole EH -2. The fill was 13 inches thick. As noted on the exploration log, the fill consisted of loose to medium dense, tan and black, silty, gravelly, fine to medium sand. Since the quality, thickness and compaction of the fill materials is low or variable, the fill is unsuitable for structural support. ... Natural soils beneath the fill materials or topsoil consisted of medium stiff, wet grading down to moist, silt with some gravel. The lowermost soils were found to be hard, gray silts. Hydrology Surface water was visible in the form of seepage from the side of the slope which angles down from the street on the south side of the lots. The depth of the seepage indicated that the water is flowing atop the harder silt layer. The main source of the water is most likely the ditch which parallels the street on the south sides of the lots. Ground water seepage was encountered in both of our exploration holes at the time of our field study. As mentioned, the ground water is flowing atop the hard silts and indicates a flowing perched condition where surface water flowing in the ditch infiltrates laterally through the upper relatively permeable fill soils and becomes trapped or "perched" atop the comparatively impermeable silt barrier. II. GEOLOGIC HAZARDS AND MITIGATIONS The following discussion of potential geologic hazards and mitigations are based on the geologic, slope, and surface /shallow ground water conditions observed on the site. Our discussion need only address slope stability and erosion (including sediment transport). ■ SLOPE OR DEBRIS FLOW HAZARDS AND MITIGATION Due to the medium stiff nature of the upper silts and the presence of ground water flows, there is a potential risk of shallow debris flows occurring along the steeper slopes to the west and south during construction. Once the buildings are finished and the yards graded, the risk I. +. 5 ,. t . I' i '✓;X i r w.a r vi'o-v d�.n4.•.�n•a ^:xe «Yr'.iFA" 3 u � >!,Y I M i'4 14 1". M'∎; is cr StV L h • • . r ... .., ... .. .. . ... ., v�= : �� �� � �; �, wr. rre�t.�' :rtrtt cru.r.N�+a-�aca � ^ z:, � .�t•��.f...?� :" ,., :, �.....� ;. ; 1 5 April 23, 1995 Project No. 950403 I III. DESIGN RECOMMENDATIONS • INTRODUCTION Our exploration indicates that, from a geotechnical standpoint, the parcels are suitable for the proposed development provided the risks discussed are accepted and the I... recommendations contained herein are properly followed. We understand that the distribution of foundations loads of the two -story, wood -frame houses will be typical; no concentrated loads are anticipated. Because our explorations indicate that the near - surface medium stiff to hard silt is capable of providing adequate building support, spread footing foundations may be utilized. ■ STRUCTURAL FILL Structural fill will be necessary to establish desired grades around the houses and for the driveways and entry walks. All references to structural fill in this report refer to subgrade preparation, fill type, placement and compaction of materials as discussed in this section. If a percentage of compaction is specified under another section of this report (i.e. for retaining walls), the value given in that section should be used. After overexcavation/stripping has been performed to the satisfaction of the Geotechnical Engineer/Engineering Geologist, the upper 12 inches of exposed ground should be recompacted to 90 percent of the Modified Proctor Maximum Density using ASTM:D 1557 as the standard. If the subgrade contains too much moisture, adequate recompaction may be difficult or impossible to obtain and should probably not be attempted. In lieu of recompaction, the area to receive fill should be blanketed with washed rock or quarry spalls to act as a capillary break between the new fill and the wet subgrade. After recompaction of the exposed ground is tested and approved, or a free- draining rock course is laid, structural fill may be placed to attain desired grades. Structural fill is defined as non - organic soil, acceptable to the Geotechnical Engineer, placed in maximum 8 inch loose lifts with each lift being compacted to 95 percent of the Modified Proctor Maximum Density using ASTM:D 1557 as the standard. The contractor should note that any proposed fill soils must be evaluated by GeoSource Engineering prior to their use in fills. This would require that we have a sample of the material 72 hours in advance to perform a Proctor test and determine its compaction curve which is required for field testing. Soils in which the amount of fine - grained material (smaller than No. 200 sieve) is greater than approximately 5 percent (measured on the minus �^. settlements. All footing areas should be inspected by GeoSource Engineering prior to placing concrete, to verify 1) that the soils have not been loosened during excavation, 2) that the design bearing capacity of the soils has been attained, and 3) that construction conforms with the recommendations contained in this report. Such inspections may also be required by the governing municipality. Perimeter footing drains should be provided as discussed I under the section on Drainage Considerations. ■ LATERAL WALL PRESSURES All backfill behind walls or around foundation units should be placed as per our recommendations for structural fill and as described in this section of the report. Horizontally backfilled walls which are free to yield laterally at least 0.1 percent of their height, may be designed using an equivalent fluid equal to 40 pounds per cubic foot (pcf). Fully restrained, horizontally backfilled rigid walls which cannot yield should be designed for an equivalent fluid of 50 pcf. Lateral seismic forces should be added to all wall pressures as a rectangular distribution equal to 3H pounds per square foot (psf) where "H" is the retained soil height. If parking areas are adjacent to walls (as with the driveway), a surcharge equivalent to 2 feet of soil should be added to the wall height in determining lateral design forces. The lateral pressures presented above are based on the conditions of a uniform backfill consisting of imported clean sandy pit run compacted to 90 percent of ASTM:D 1557. A higher degree of compaction is not recommended as this will increase the pressure acting on the walls. A lower compaction may result in settlement of any slab -on -grade (such as the driveway) above the walls. Thus, the compaction level is critical and should be tested by our firm during placement, Surcharges from adjacent footings, heavy construction equipment, or sloping ground must be added to the above values. It is imperative that proper drainage be provided so that hydrostatic pressures do not develop against the walls. This would involve the installation of either a minimum 1 foot wide, full- height blanket drain using imported, washed gravel against the walls or approved drainage mats over the full heights of the walls. In addition, perimeter footing drains should be provided for all foundation walls: both of these requirements are discussed under the section on Drainage Considerations. Slab - on - Grade Friction Factor The friction coefficient for the slab -on -grade cast atop the 4 -inch capillary break material may be taken as 0.35. This is an ultimate value and does not include a safety factor. ■ FLOOR SUPPORT A slab -on -grade floor may be used over structural fill or pre - rolled medium stiff natural ground. The floor should be cast atop a minimum of 4 inches of washed granulithic material or pea gravel to act as a capillary break. It should be protected from dampness by an 8 1 impervious moisture barrier or otherwise sealed. We recommend bar reinforcement instead of wire mesh. NI DRAINAGE CONSIDERATIONS At the site, the harder silty soils are relatively impermeable and water will tend to perch atop this stratum. Consequently, traffic across these soils when they are damp or wet will result in disturbance of the otherwise firm stratum. Therefore, prior to site work and construction, the contractor should be prepared to provide drainage as necessary. All retaining (basement) and footing walls should be provided with a drain at the footing elevation. Drains should consist of rigid, perforated PVC pipe (schedule 3034 if over 6 feet deep) surrounded by washed pea gravel and constructed with sufficient gradient to allow gravity discharge away from the buildings. The sloping pipe should be set 12 inches out from the edge of the footing and the level of the perforations in the pipe should be set 2 inches below the bottom of the footing at all locations. In addition, all basement walls should either be lined with a minimum 12 inch thick washed gravel blanket provided over the full— height of the wall, or, should be lined with an approved drainage mat, either of which must tic into the footing drain. Roof and surface runoff should not discharge into the footing drain system but should be handled by a separate, rigid tightline drain. In planning, exterior grades adjacent to walls should be sloped downward away from the structure to achieve surface drainage. We also recommend that the back side of the basement wall be waterproofed instead of dampproofed. PROJECT DESIGN AND CONSTRUCTION MONITORING Unanticipated soil conditions are commonly encountered in the Northwest's glacial environment which cannot be foreseen by the process of taking soil samples at a limited number of exploration hole locations. Such unexpected conditions typically require additional costs to remediate and arrive at a well— constructed project. Due to this fact, we recommend that a contingency fund be established to provide for unanticipated expenditures. At the time of this report, site grading, structural plans, and construction methods have not been finalized. We arc available to provide additional geotechnical consultation as the project design develops and possibly changes from that upon which this report is based. We suggest that GeoSource Engineering perform a geotechnical review of the plans prior to final design completion. In this way, our earthwork and foundation recommendations may be properly interpreted and implemented in the design. We are also available to provide geotechnical engineering and quality control monitoring services during construction. The integrity of the foundation depends on proper site preparation and construction procedures. In addition, engineering decisions may have to be made in the field in the event that variations in subsurface conditions become apparent. Plan .. ... "? 4'4, .s , cr,z;t:r ;ti, „�:Y4�:�?: +t^ :e,,,,, rwi?le h ::rit,T S r3? as n}�ter. !tx� r ff.n r , tr t»y� ,. n .. ,', „. ,5r`� "dwi:�7:e'` ea "'�';: P .��p �;� _ ;i45, X- i �i...5?�'4l> 5,Ch'� . 's+�?'�`s�''.. . .�. ` ��� ��. t' �. �f�:? ��"�,�4u!A's���,- '1"iao�..t± "�,".,�;�: afi' ^ i'ti`�.���.��...vV 9 Review and Construction Monitoring services are not part of this current scope of work. If g P P these services are desired, please let us know and we will prepare a cost proposal. We have enjoyed working with you on this study and are confident that these recommendations will aid in the successful completion of your project. If you should have any questions, or require further assistance, please do not hesitate to call. Sincerely, GeoSource Engineering, Inc. L 0.y 0, ��of w�`cj� % \ ti v .J4. x 0 41,1s.1140 O V ;; nes 3/4/97 Gary T. Lobdell, F.E., P.G. Principal 950403.DOC 1. • L/NG pRoros6�J_ - .. •• I- -14 ............ ,..._ [ 1 ----, * ........ -ma L.OT15 L OT•16 .......„ [ 'N I' -at \-....... -to \ ,.,, I _ \\ NORTH i� o p��s�� - ` \ \ \ *Wig /Qoas6 --�,� 1 a 10' JO 11 s�caL.B Eg t vr, I \ \ VI DECK \ � I i \\ O I� h . -.--- h \ \ORME \ DRIVES 4 1 •• 2. M \ -._.. - I --�-- \ \ I_ \ \ \a\ ----- ----- ---__ ...... REF O.O $ __..._.— - - )---- .. _ . - . ._.. =� • --+ I - C � _��,., ..-- � - 1 -„-'�• a%�iWG 017tH - p,ci xriNo t S. 130144 ST �_ I URBAN HOMES - Z Lots, TVAWt LA. a WA I_ SITE AND EXPLORATION PLAN- FIG. 1 . -- LEGEND �- 1 la EH -2. Exn.oRAT1ON C NoLE GeoSource & APPROX. LocATIoN ENGINEERING, INC. Tor AP/�Y BY CN2M'I 4 $ I 950403 APR 1995 • ✓ s,•, soviti rdwavv_Arx/n+rnvfornuFo,e,N v.01,+$ a.ve +ax...ane.tkri ,. !i3O? lC£ RItftlS S. , k.1.. SVal9?2 2:k • r.. • • • • •. . • .. • • APPENDIX • .L • • • • • • • • • • • • • • • } ,., .., w... . , ... 4..7'; '. t: r.:.: n t . .«.+. n..+ervwu.rn.....a.v . waobexf. 4tWt 6 t Prie T. 1. AfiRtlkN rtYY:d , ",J tlieNI.O+£Rw: nk ., r. w . 4 r.. r 11 EXPLORATION HOLE LOGS 2 Lots for Urban Homes 3700 Block of S. 130th St. Tukwila, Washington Project No. 950403 ( EXPLORATION HOLE NO. 1 Depth (ft) Soil Description 0.0 -0.8 Loose, saturated, black, organic topsoil. 0.8 -1.7 Medium stiff, wet to moist, tan and brown, silt with some gravel. 1.7 -4.1 Hard, moist, gray, silt with some gravel. Seepage at 1.7 feet. No Caving. EXPLORATION HOLE NO. 2 Depth (ft) Soil Description 0.0-0.5 Loose to medium dense, saturated, gray and tan, silty, avell fine to medium sand (fill). 0.5-1.1 Medium dense, saturated, black, silty, gravelly, fine to medium sand (fill). 1.1 -3.1 Medium stiff, wet to moist, tan and brown, silt with some gravel, Seepage at 1.1 feet. No Caving. I. ! • • x.i:.. r • . n... ,,r .y,..- ». .e..wc•'wwrnth mte,` ..rw . =. YX.,Or:h' O•VVrrt94.9 .r.'t f ._ . have passed with no inspections having been called for under Tukwila Building Permit Number B95 -0187. Unless you call for an inspection, or obtain a written extension from the Tukwila Building Official prior to that date, your above referenced permit will become null and void on May 28, 1996. If your project has been completed please call for final. If you are actively working on it please notify our office. If you have any questions or need further information to obtain an extension on your permit, please call the Tukwila Building Divison at 431 -3670. Sincerely, L 71.6f6;eq• 7 Kelcie J. Peterson Permit Coordinator Department of Community Development 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431 -3670 • Fax (206) 4313665 • " +?};:�,•�� May 23, 1996 Greg Villanueva Public Works Department City of Tukwila 6300 Southcenter Blvd. , Dear Greg: • Enclosed is a cashiers check (assignment of funds) in the amount of $2,100 representing 150% of the work yet to be accomplished for the construction of the single family residence at 3720 S 130th St. This work is to provide the final drainage system for the unit and includes the following: 1. Final geotechnical (or civil) engineer's analysis for collection, conveyance and discharge of the surface drainage around the house to the back of the property. 2. Drain pipe around the unit to infiltrate and /or drainage dispersion facility (as prescribed by my engineer under Item #1 above). 3. Infiltration system and/or dispersal system (as prescribed by my engineer under Item #1 above). All of the above work under #1 through #3 will be accomplished within two weeks I recognize as owner /developer of this property that I take the final responsibility for drainage impacts resulting from my development, Finally, I will complete drainage for 3802 S 130th St, to the east to accommodate both my development drainage and re- establish original drainage pattern of easterly neighbor to 3802 S 130th St. within the next week (150% assignment of funds already provided). Si cerely, 7 /VW ' / 7IP,Pr — Ron Charlesworth ,ie. '$. • .!..�• .l} r Ct `•,t':. ; ti. M �,r,�CFF d ."�,5t,, ifc%1 „S tAn �,j4� 10, F`° 3� a i i k t u/�f/y ( d.:e!i. " �._.. , 8qS -•0 187 ' I. j • •• ,..., .. q °, ., ,� (1,a ' V, City of Tukwila John W. Rants, Mayor 0\ 81 , ;- Department of Public Works Ross A. Earnst, P. E., Director . 1908 NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: PUBLIC WORKS ENGINEERING DATE: August 7, 1995 SUBJECT: Riverton Addition, Lot 16 3720 S. 130th St. Project No. P95 -0041 Activity Nos. PW95 -0208, 0211, 0212, 0213 Contact Person: Mr. Ronald Charlesworth Phone No. (206) 859 -1440 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON August 7, 1995: PERMIT FEE PW95 -0211 ACCESS $25.00 pd cam PW95 -0212 LAND ALTERING $37.50 ctO PW95 -0213 STORM DRAINAGE $25,00 TOTAL: $87.50 THE FOLLOWING PUBLIC WORKS PERMITS CANNOT BE APPROVED UNTIL ADDITIONAL INFORMATION HAS BEEN RECEIVED FROM THE APPLICANT AND REVIEWED. PW95 -0208 HAULING $25.00 P12 -pP`�7 40: N U \ u 7 Two copies of the confirmed Utility Permit Application Form with a set of plans are attached for inclusion in the permit file. If there are any questions that may arise, please advise me at the number below. JJS /mv Attachments a/s cf: PW Utilities Inspector (w /copy of application/plans) Development File(w /copy of application/plans) q\mike \upariver 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 431 .. ... .. .... .... .. .. . ... .. . .,, .. ... .... ... , ?P>... .,, x... ... .. ... ry .., _... •:d a. ,... :1: to1+C' -' t. ate.: `; H' P 82 ( .. *, G eoSource ENGINEERING, INC. GEOTECHNICAL ENGINEERING 1. July 31, 1995 Project No. 950403 t r 0 Ron Charlesworth Urban Homes, Inc. (' 24922 - 111th Avenue SE, #8 ` , O� iv Kent, WA 98031 �j 1(� >'<? % C e b Subject: Discharge of Footing and Roof Drains Riverton Addition Lots 15 and 16 Tukwila, Washington Dear Ron: The discharge from the footing drains is typically run into storm drains, however in your case, the storm drain line is higher than the footing drains. We recommend that you tightline footing discharge and carry it across the property, discharging it into the lower grass and blackberry vegetation to the northwest. The footing drain tightline should consist of Schedule 40, 4 -inch diameter, rigid PVC pipe buried at least 18 inches. We recommend that roof drain discharge from downspouts be run onto splashblocks at the ground surface, provided that the discharge will not cause erosion of soil from around the houses. If the downspouts come down where the ground surface is sloping more than 3H :1V (horizontal:vertical) the downspout should be tightlined to the base of the slope and then onto splashblocks. As pointed out in our soils report, roof drains should not be connected to footing drains or to the footing drain tightline. POB 12868, Mill Creek, WA 98082 (800) 771 -1282 2 drains directed �' With roof and footing t ed as discussed above, the amount of water discharged to v- the area northwest of the houses will not be increased from that which would naturally flow to the area and small stream northwest of the houses. We are confident that these recommendations will aid in the successful completion of your project. If you should have any questions, please do not hesitate to call. Sincerely, GeoSource Engineering, Inc. LOO gy p. �, WAs e / / 1,, "e7 at /�� /�s 1 0Nnt. Gary T. Lobdell, P.E., P.G. Principal COZEIIIEMBEGNII xc: (faxed) Phil Fraser, City of Tukwila Public Works 950403B1.DOC • s ....:. :... .:: :.:: r;r_•s: : <c.; agw ^.9 ?a roc: r: r�:s•s ~'7 xar r ax. �.�. 3?'• ti< �'?"**�v. �;. . ,r, :, .. ..q�,.• 1 at � ( ' � �I'`` city of Tuk it a John W. Rants, Mayor ';�(''•• �,��� = Department of Public Works Ross A. Earnst, P. E,, Director . . _ *Y 1908 - UNDERGROUNDING AGREEMENT WAIVER TO UNDERGROUNDING ORDINANCE OBLIGATION FOR FUTURE UNDERGROUNDING 3�aQ S 130 5-E: The proposed development at: 1-6 7 1 (fl B l.K I ?, R/ diE77 AJ /9i l Parcel No .731 5"(,,n-- 9 fiS requires undergrounding per Ordinances 486, 924 and 1321. In compliance with the requirements of Ordinance No. 1607 the property owner of this single family development has demonstrated application of the Undergrounding Ordinanc= will create undue hardship if carried out as part of the development. The Owner is obligated to participate in funding future undergrounding • improvements for their proportionate share of said undergrounding fronting their property. Furthermore, if the L.I.D. /U.L.I.D. process is used to carry out the construction of this undergrounding, the Owner waives the right to protest L.I.D. or U.L.I.D. formation for thin undergrounding. Owner retains the right to contest the method of calculating assessments in such L.I.D. and the amount thereof to be levied against the Owner's subject property, and other property owned by Owner which would be within such L.I.D. This Agreement shall be recorded by the City Clerk with the King County Auditor an required by Chapter 35.91 RCW and the cost of said recording will be paid by the City. This Agreement shall be binding upon the parties, their respective heirs, legal representatives, assignees, transferees and successors. This Agreement runs with the land. OWNER: 4 tir7Y /7-0/9 Owner � 7 (Signature) ( g ) Date tdR t,4-■1 4 r1 s*, 210c, • 5 7 - l y yC Owner (Print Name) Phone '2 J1 ITY AvE s� 8 K it�T t1'4 95" 3 1 Street Address City, State, Zip Page 1 of 2 (8/93) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax' (206) 4313665 .. . ?- . • : STATE OF WASHINGTON County of C`� r A.t c, • On this day personally appeared before me R041 ;7 C_.- -HAR GLS GJ VVi to ', to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that H signed the same as }-•!(S free and voluntary act and deed, for the uses and purposes therein mentioned. .i.-1 .�- Given under my hand and official seal this ' 2.0 day of , t ,t. y ,' i9 a( . • 111 1111t1111/", � � ,,� F + 4 % ° � N•��' •Y - BLIC TO AND FOR THE STATE Ab V 00TA#i. t •1 � : I WASHINGTON, RESIDING AT: iI Ri< AHt7 / ? • l'A,:,k CPA........ 05- 15- 98 Z' ' ' . • . ° ... °',11„ IH 11 11 • CITY OF TUKWILA: f r , ‘,,; (--- _ 3 ( 1 Ig9.s' cp ' ublic Works Director Dat • • (C:waiver? . • . Page 2 of 2 . • • 5q5 - (3( 3 ,. .,� - o I $y �- g95 - ©lam? CITY RECEIVED Jul. 2 1 1995 PERMIT CENTER July 20, 1995 Mr. John Jimerson Associate Planner City of Tukwila 6300 Southcenter Boulevard Suite 100 Tukwila, We. 98188 Dear John: In regards to your letter dated 7/18/95, I am the applicant/owner of Lots 15, 16 & 17 Riverton Addition, I understand and accept any risk of development on these Lots. Per the geotechnical report, after the foundations are in and the site is graded, the risk of soil movement will be low. I am required by law to disclose any potential risks or problems to any prospective buyers on a form 17 as part of the purchase and sale agreement. Sincerely, 744 Ronald Char lesworth President Urban Homes, Inc, 24922 111th Ave, SE #8 Kent, Wa. 98031 • GeoSource Engineering, Inc. fit. 4s, o4 wAs,t4 . P 4 , .7 A-a/d . V 5 J 0 f.t. )4 7/2%5 CISITI/, y Gary T. Lobdell, P.E., Y.G. �,r�n1�w _4 • Principal Ex T3 iir /_!2: __.. 950403C.DOC • .. .; .. .. . .. .:::• ,.., ;;, ..., - .:. ,. ,. .. ...':r,' ... ... .. , ':ass•. .. sv .. ., °:,'. ,..,. ..... `.` %"t. .: - ". 31.11:20 '95 13:49 0000 E DENNEY PE TEL 206939 P. 2 • • EMERSON R. PENNEY, PE CONSULTING ENGINEER 4 RESIDENCEt STRUCTURAL 38809 191st A,E, ENGINEERING ' AUBURN, WA D002 SERVICES 1:401 Ph. & MX 12051938.1 G73 • July 20, 1995 City of Tukwila • • Dept. of Community Development RECEIVED 6300 8outhcenter Boulevard, Suite 100 CITY OF TUKWILA • Tukwila, WA 98188 j11i 2 1 19:, Attn: John Jimerson PERMIT CENTER Re: Lots 15 -17 Riverton Addition (895 -018G, 395 -0187, 395-0188 Regarding the above referenced project, please note that I have taken the following steps as required by Section 18.45.080(e)(5) of the Tukwila zoning ordinance. • 1) I have reviewed the project geotechnical report. (I understand its recommendations) 2) I have explained to the owner the risks of loss due to possible slides on the site. 3) I have incorporated into the design of the retaining walls the recommendations of the report. My design work relative to soils and foundation was limited to the retaining wall drawings which I provided to the owner. The geotechnical engineer has ' established measures in his report to reduce the potential risk of injury or damage. The measure I have taken is to inform the owner that he must follow the recommendations of the report if the subject risks are to be reduced. Sincerely • Emerson R. Denney, PE Oa.' No. 9788 . • • . �q �� , . . a'L' T L BOA -- -•- R1der`z`B-7l 4&/7 1-c) 7 I rh 7&kwi /d, WA. • �;,'�'-;T /7-/t,/) :S I ► t G"(;, /)--1G • e e 0 t 1.-- -- ..., 4 R. 0414 t .. I I, .. ...,. w.„...,,,, . • „ ,,,q , 0 ,_,...„,,,\.„,,, . 4— • ., x BA R5 R --� BARS M ir 4,11. +. • ti Via RA RS A 5"-----0 BARS N "',; =; I” CLEAR —lam ° ° o _ '" "_ $` CLEAR .. �' JUN 1995 . ' app 4 ply. PEW:. . " U DRAIN PI'PE.' COVER 1W ITN k �, RAit4 GRAVE ' .. FILTER FABRIC . �I ou a o ,. 1 NE RECEIVED (fir • P1 PC FOR voWEL5� TO ' MATCH CITY of TulcwllA fr� `_ SIZE 4. SPACING OF ' WALLS OVER a . JO 1 2 1 1995 1Ot -0 piM. "p") i,9 • , . po VF..RTICA L: REI M°, PERMIT CENTER . JA 4 0 d 2 jai CLEAR Q� 1 ,'�1 • ' . o, m e . U�. BARS "4 1 2x4 Sh CLEAR. S . a i . SHEAR ° it D o iI • BARS I' KEY . i+ 15 n (~PP _ p64 PPP = rsf 'Y pc ' f = psi. RE1NF. OR DIMEtJS1ON5 R E1 NFOR.CINC A B C D E F G H I M N P Q t2' S • . � U r fl t ! / 11 ! f 11 !! 1 2 p � # w. e 1 e 1 0 .. 22 10 2 2./ 2 @ 2 @ 4 4 _ �! c if 3/ 4" c / ' L 1/ /0 11 / Q,/,„ ;4( @2 @ 0 3- 4 ^'; ^' L � 2f�il ill I ON � 2 " io 18 2�2i -# 4 % k @ �2 C� I2 @ 10 3-4- 4 / 4 jee Soils Report , • �J� ,.. �q� 4 s f ' City of Tukwila ila John W. Rants, Mayor O N I ii `� i Department of Community Development Steve Lancaster, Director July 18, 1995 Ronald Charlesworth URBAN HOMES 24922 111th Ave SE #8 Kent, WA 98031 RE: Lots 15 -17, Riverton Addition (B95 -0186, B95 -0187, B95 -0188) Dear Mr. Charlesworth: The Planning Division has reviewed the building permit applications and geotechnical analysis for the three homes proposed to be constructed on the above referenced lots. As you are aware, the properties have been identified as having environmentally sensitive areas (geologic hazard - steep slopes) and therefore, must comply with the requirements of the Sensitive Areas Overlay (Chapter 18.45 TMC). The purpose of this letter is to inform you of the Sensitive Areas requirements that must be fulfilled prior to the issuance of a building permit. The following list is derived from Section 18.45.080(e)(5) of the zoning ordinance (copy enclosed): 1. Submit a letter from the geotechnical engineer who prepared the geotechnical report stating that in his judgement, the plans and specifications conform to the recommendations in the geotechnical report; the risk of damage to the proposed development site from soil instability will be minimal, subject to the conditions set forth in the report; and the development will not increase the potential for soil movement. (Note: Further recommendations signed and sealed by the geotechnical engineer shall be provided should there be additions or exceptions to the original recommendations based on the plans, site conditions or other supporting data.) 2. The architect or structural engineer shall submit a letter of notation on the design drawings that he or she has reviewed the geotechnical report, understands its recommendations, has explained or has had explained to the owner the risks of loss due to slides on the side, and has incorporated into the design the recommendations of the report and established measures to reduce the potential risk of injury or damage that might be caused by an earth movement predicted by the report. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4.313670 • Fax (206) 431-3665 ti "krai'64 ?' ∎Vs''a,:tlt; Z.Z.f'3 /Vo'e.S,`N44C.ttd.txMr.trI#$++^a.,i!L ?fi. £3pit o f Kra`+.:#S2a"`te.'A`"'Yr, 'tWTFS f+S'fS`"cw. VtlVttre PZSP i f]' 4r4,9; 44t,' S<(! 3. The applicant /owner shall submit a letter to the City stating that he understands and accepts the risk of development in an area with potential unstable soils and that he will advise, in writing, any prospective purchasers of the site of the slide potential of the area. Prior to final inspection, a covenant, running with the land, shall be executed by the owner. The City will file the covenant with King County. The covenant shall include those items listed in 18.45.080(e)(5)(E)• Also be aware that you are required to retain a geotechnical engineer to monitor the site during construction to ensure the recommendations of the geotechnical report are met. Once items 1, 2 and 3 are submitted and found to be satisfactory, the Planning Division will sign off on the building permits and pass them on to Public Works for their review. If you have any questions in this matter, don't hesitate to call me at 431 -3663. Sincerely, i� . Joh "Jimerson Associate Planner . cc: J. Spencer ` S. Lancas Pro.3<<Frlea? . I11V1koV7 q b(1 4 P/ r 't 7 !VI vow, vt ( J'�✓ 1 6./ ` \/ 18 7 e ++++���� RECEIVED SETT'E'R DISTRICT CITY OF TUKWILA JUN 2 2 1995 (" OF SEWER AVAILABILITY PERMIT CENTER ._� CFRTTFTCATF OF SFWFR NON -AVATI ART! TTY • `Building Permit L� Preliminary Plat or PUD f Short Subdivision D Rezone or Other Proposed Use: ._ Residential S.F. 0 MulitFamily (l Commercial [i Other APPLICANTS NAME (.4 A/5,1 f 7 ` - o N l N ' , S ' , Z JC', ?S - / / %!) PROPERTY ADDRESS OR APPROXIMATE LOCATION 37 >� S. ( 3 7 i & Ste" _ LEGAL DESCRIPTION 1- -07 - ( - A ( v &a/7 70,u (Attach map & legal description if necessary) i +++++++++++++++++++++ F++4++++++++ + + + + + + + + + + + + + + + + + + + + + + +4 + + + + + ++ SEWER AGENCY INFORMATION 1. a.li Sewer service will be provided by side sewer connection only to an existing IV' size sewer ZO feet from the site and the sewer system has the capacity to serve the proposed use. OR„, b.i Sewer service will require an improvement to the sewer system of Li (1) feet of sewer trunk or lateral to reach the site; and /or I l (2) the construction of a collection system on the site; and /or (a (3) other (describe) 2. (Must be completed if 1.b above is checked) a.lk The sewer system improvement is in conformance with a County approved sewer comprehensive plan. OR b. ' The sewer system improvement will require a sewer comprehensive plan amendment. 3. a. The proposed project is within the corporate limits of the district, or has been granted Boundary Review Board approval for extension of service outside the district or city. OR b.I I Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: a. District Connection Charges due prior to connection: GFC 1 / ,°= LFC /6 UNIT TOT AL !00 b= (Subject to change on January 1st) METRO Capacity Charge 1750 billed by METRO after connection to sewer system. b. Easement(s): r Required ^ Maybe Required c. Other: I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from date of signature. VAL VUE SEWER DISTRICT 6 �S Ma ger T. J. Matelich or Date Inspe or, Steven Fletcher 1 • ( 6 ::: ii( SCHEDULE C `" I 1, ,� ,,. ORDER.-NO. `299666 -�4 f . • 1. • • . �� : ^ ..�q ` ;, -.1,. t. '',/t 4.i THE' LAND REFERRED TO IN THIS COMMITMENT . .IS ., SITUATED , IN THE STATE OF • . ; WASHINGTON 't' COUNTY OF KING• AND IS DESCRIBED . AS FOLLOWS ' ' " • t if i 4 �.. . • LOT 16, BLOCK' 13, RIVERTON,• .OF 'PART;OF RIVERSIDE INTERURBAN TRACTS , 'ACCORDING TO THE ' PLAT ' ^THEREOF' RECORDED IN VOLUME ( ,13 PLATS , PAGE 36 , RECORDS OF KING COUNTY, '':WASHINGTON ' '• ! ' ,„Op,,, > ` . ', 1 .1 f• •+ .I t ,•, . .1, h t!t;' 11:41, 1. t:... '. 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(t; ?.}� ...� ';Z(.L Y.x l�- �ilA�.i.:Y.1(!tlF:'.'."#. WNYF.' fC: b', 55. ��A° LWFitt° A.' W' S��tth" r' Itl} SiH: �iiJ 13fi,;.'.!. firhG .d,.t����'.kk4�.a]:T+'Alii'Je i:4'ff'M1' /f *j 5•� -Y,.(P 7 df. �. 5, 4 , . ( ..: 0- Cl . . RECEIVED CITY OF TUKWILA .. JUN 0'1.1995 PERMIT CENTER . JUNE 7, 1995 . Mr. DUANE GRIFFIN BUILDING OFFICIAL .. . • CITY. OF TUKWILA 6300 SOUTHCENfER BLVD. _ TUKWILA,' WA. 98188 DEAR DUANE, PER OUR PHONE CONVERSATION, I ANI REQUESTING TO BE CHARGED FOR ONE PLAN .. • REVIEW FEE FOR RIVERTON ADDITION LOTS 15, 16 & 17. I AM BUILDING THE SAME HOUSE PLAN ON ALL THREE LOTS•AND THEY ARE IDENTICAL EXCEPT FOR THE THE FOUNDATION WALL HEIGHT AND THE DORMERS ON THE FRONT ELEVATIONS, • SINCERELY., . 4 / / , . . . - . RONALD CHARLESWORTH , . . U f j3, I4OME- S, I75C. PRESIDENT RECEIVED • CLTY;,OF TUKWIIA J U N 0 7..1 . P ERMIT CENTER • • ... ,. r.,h: • "r+, i,�,r .•:!�.r . o` �eN� N;"; ;3:M:nn,:bssaxwu.,a.a+avmr. Irv. irt; y5:=,; taey;» etxvawx:,` a. T' aianirzPn:: 3. rvkea+ zv*, s::. u:;. r?^. r9 ,ra+'.acgvras'rV.vrtSS! +YBIX#. . ..„wt'''•. •? ° 't`'' . .. I V SCHEDULE C ORDER NO. 299666 -4 ' THE LAND REFERRED. TO IN THIS COMMITMENT IS SITUATED IN THE STATE OF WASHINGTON, COUNTY OF KING AND IS DESCRIBED AS FOLLOWS: LOT.16 BLOCK 13, RIVERTON, A REPLAT OF PART OF RIVERSIDE INTERURBAN TRACTS,. ACCORDING TO. THE PLAT THEREOF RECORDED' IN VOLUME 13 OF PLATS; PAGE • 36, RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. • • • • RECEIVED 'CITY OF • TUKWILA JUN '0 71995 PERMIT CENTER PAGE .4 OF,.4 • ( . '. SCHEDULE B - SECTION 2 CONT. SPECIAL EXCEPTIONS ORDER NO. 299666 -4 1. LIEN OF ANY REAL ESTATE EXCISE SALES TAX UPON ANY SALE OF SAID PROPERTY IF UNPAID. AS OF THE DATE HEREIN, THE EXCISE TAX RATE FOR THE CITY OF TUKWILA IS 1.53% ACCORDING TO THE LATEST PUBLIC NOTICE ISSUED BY THE KING COUNTY RECORDS SECTION. LEVY CODE: 2413 2. GENERAL TAXES. THE FIRST HALF BECOMES DELINQUENT AFTER APRIL 30TH. THE SECOND HALF BECOMES DELINQUENT AFTER OCTOBER 31ST. YEAR: 1995 AMOUNT BILLED: $692.36 AMOUNT PAID: NONE AMOUNT DUE: $692.36, PLUS INTEREST AND PENALTY, IF DELINQUENT ASSESSED VALUE OF LAND: $45,000.00 ASSESSED VALUE OF IMPROVEMENTS: $1,600.00 TAX ACCOUNT NO.: 734560- 0955 -01 (INCLUDES OTHER PROPERTY) 3. EVIDENCE OF THE AUTHORITY OF THE OFFICERS OF URBAN HOMES, INC., A CORPORATION, TO EXECUTE THE FORTHCOMING INSTRUMENT. COPIES OF THE CURRENT ARTICLES OF INCORPORATION AND BY -LAWS AND CERTIFIED COPIES OF APPROPRIATE RESOLUTIONS SHOULD BE SUBMITTED PRIOR TO CLOSING. 4. MATTERS OF ALTA MORTGAGEE EXTENDED POLICY COVERAGE WHICH ARE DEPENDENT UPON OUR INSPECTION FOR DETERMINATION OF INSURABILITY. THE RESULTS OF OUR INSPECTION WILL BE FURNISHED BY SUPPLEMENTAL REPORT. ADDRESS OF PROPERTY: TO BE VERIFIED NOTE A: EXAMINATION OF THE RECORDS DISCLOSES NO MATTERS PENDING AGAINST THE NAME(S) OF URBAN HOMES, INC., A WASHINGTON CORPORATION, THE PROPOSED INSURED(S), ACCORDING TO THE APPLICATION FOR TITLE INSURANCE. NOTICE: A FEE WILL BE CHARGED UPON THE CANCELLATION OF THIS COMMITMENT PURSUANT TO THE WASHINGTON STATE INSURANCE CODE AND THE FILED RATE SCHEDULE OF THE COMPANY. CC: PERFORMANCE MORTGAGE PAGE 3 OF 4 • ! CITY OF TUKWILA Id: ACTP130 Keyword: AACT User: 1671 06/01/95 Activity Maintenance - Valuation Calculator BUILDING PERMIT Permit No: EST95 -01 • • Status: VOID • Valuation Summary- Date of Table used: 04/01/1994 I Occupancy Type Factor Sq. Feet Valuation Dwellings Type V Wood Frame 68.55 1,815 124,418.25 - Private Garages Wood Frame 17.25 470_ 8,107.50 Subtotal: 2,285 132,525.75 Multiplier 1.00: 132,525.75 Addl Fixed Amount:- .00 Total Valuation: 132,525.75 Enter factors or F2= Select Occupancy ESC =Exit Val Calc • RECEIVED CITY OF TUKWILA JUN O 7 1995 PERMIT CENTER ,.. , .,... ,.'. ,..... .. , .. s. ,.. ... ., .. , '.:FI .... s .. c1 ,. , s o °"�v. w'd+ tr d:.•N.'_�L ° :' ... ,. P �r i ";; ■r IV.W.79:11,..t'," :A t CITY OF TUKWILA Id: ACTP125 Keyword: AACT User: 1671 06/01/95 Activity Table Processing BUILDING PERMIT Permit No: EST95 -01 Status: VOID Fee Information Type: B -BUILD Vers: 9101 Screen: 02 _ Building Fee (YIN) • Y 755.00 EXIST BLDG SQFT: Other Bldg Fee'(enter $): NEW BLDG SQFT..: Plan Review Fee (YIN) • Y (490.7 ) CONST AREA SQFT: Other Plan Rev (enter $): .0 # OF STORIES...: Building Surcharge (Y/N)..: Y 4.50 Calculated Fee: 1,250.25 Archive Date...: / / Microfilm Date.: / / Additional Fees Work w/o a Permit (Y/N).: .00 - Inspect After Mrs (hrs).: .00 Radon Monitor #: Reinspections (hrs) • .00 (see comments for multiple Other Inspections (hrs).: , .00 radon monitors issued) Add'l Plan Review (hrs).: .0 .00 No. Radon Monitors • .00 TOTAL PERMIT FEE:. 1,250.25 F7=Update, F2=Previous Line, F1=Screen Index, ESC=Cancel Update _ _ 9506010907 Filed for Record at Request of Quantum Escrow Services, Inc. AFTER RECORDING MAIL TO: URBAN HOMES, INC. 24922 111TH AVE. S.E. City, State, Zip RENT , WA 98031 This Space Reserved For Recorder's Usc: Statutory Warranty Deed THE GRANTOR EVELYN E. BUDINICH, AN UNMARRIED WOMAN AS HER SEPARATE ESTATE for and in consideration of TEN DOLLARS AND OTHER GOOD AND VALUABLE CONSIDERATION in hand paid, conveys and warrants to URBAN HOMES , INC . , a Washington corporation the following described real estate, situated in the County of KING , State of Washington: LOT 16 , BLOCK 13, RIVERTON, A REPLAT OF PART OF RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 13 OF PLATS, PAGE 36, RECORDS OF 'KING COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. Dated th 16 th day of May,1995- EVELYN E. &UDINICH' STATE OF WASHINGTON : County of KING 1 certify that I know or have satisfactory evidence that EVELYN E. BUDINICH is the person who appeared before me, and said person signed this instrument and acknowledge it to be her mentioned in this instrument. acknowledged that she free and voluntary act for the uses and purposes y appointment expires: 7 -12 -1995 .. .. RECEIVED CITY OF TUKWILA JUN 2 21995 PROJECT # rUC1.6 " ( CZ' PERMIT CENTER CERTIFICATE OF WATER AVAILABILITY PART A: (TO BE COMPLETED BY APPLICANT) 1. Owner Name /Address /Phone: MR 4,4x.) 1 Jc, " / y 2 - 1 -f9Z2- fl/ TV AVE k) 7863( Agent or Contact Person /Name /Phone: R tv0 Cw C I,?I/JR11f F5 - /'/'/fo Site Address (Attach map and legal description showing hydrant location & size of main): 31 Q-o S, /3 `T LOT (6 , l v . ,__' A) fi / 7700 2. This certificate is submitted as part of an application for: l - Residential Building Permit ❑ Preliminary Plat ❑ Short Subdivision ❑ Commercial /Industrial Building Permit ❑ Rezone ❑ Other: 3. Estimated number of service connections and meter size(s): ( — Y/7 u 4. Vehicular distance from nearest hydrant to the closest point of structure: 2 U© ft. 5. Minimum needs of development for fire flows: gpm at a residual pressure of 20 psi. Source of minimum flow requirement: ❑ Fire Marshal ❑ Developer's Engineer ❑ City ❑ Insurance Underwriter ❑ Utility ❑ Other 6. Area is served by: (Utility) Owner /Agent's Signature: ,✓h 1 J, ,... i Date: 4/'- 9s (Reverse side to be completed by water utility and governing jurisdiction) 06/09/94 I . a., PART B: (TO BE COMPLETE -3Y WATER UTILITY) r 1. The proposed project is located within Ta Lw c � v k City /Coi 2. Improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: 3. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of / c t 7 S gpm at 20 psi residual for a duration of 2 hours at a velocity of / 0 fps as documented by the attached calculations. I hereby certify that the above information is true and correct. bps L . zs 6 -r y_ys Agency /Phone Z'-f-Z By Date PART C: (TO BE COMPLETED BY GOVERNING JURISDICTION) 1. Water Availability - Check one ❑ Acceptable service can be provided to this project. ❑ Acceptable service cannot be provided to this project unless the improvements listed in item #C2 are met. ❑ System isn't capable of providing service to this project. 2. Minimum water system improvements: (At least equal to B2 above) I . Agency /Phone By Date 06/09/94 . J ” , SCHEDULE C ORDER NO. 299666 - .. • i PAGE 4 OF.4 SW 10 -23-4 SEA. TILE 538 ti IN �.:�sa�r' 04i - ---L. 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'{n.?stt •.j,.. I p� y , , � t 1 . . is r 4• 4 ! ' .. • 1 r + 0 ���° ` oaf F +f 41. � 1'f: Y J• t .J, • • • • • � • ��� t y ;? y t\ Y 7n fah. � t� ,l�r.{i • ' � s ;�. r.W ,y , "{ r i rr r last 4.. ! 1 {S T % ( , , ff r {i' C . ;,:14):.• � r "•t, .fi ?4 } S 4 4 • • I , • . �M1 • ` J •1 .. S `r:; 4 ,;• r.. .t' ' ; ' II, a . 111- j'••• • ��rr �' J�"'S; it i' . •:Irila:: , ry , Cr) , {'. • tJJ ^ % : � • r ' A S` ' ry <'' f. ..h; 4' • • : , , „ ••i J y fix' AI' a , . • • • 1 .. " T �• i T f ; . • t ,. y \ �� A � . , �'I'. Ct tr JI 4 t:' N vM t • • : l.i:c:. r. ;1r i'�:.:,..hJ to ;.1141 • i: 1Pti'i•v 'R ECEI V ED '' ' CITY OF TUKWILA' - .' • • , ' • :';' AUG 1. 6.1995' i'7 • I '��. PERMIT CENTER. • • • • " 1 �` • t , • • • R/VERTON ADDITION VOL//3 36 • — ® _ • 9: 1 SEPARATE PERMIT RESXUIRED FOR: -" ' FILE COPY "• ® / / IyIECHANICAL • ® 0 1 understand t`at t':o Plan Check �Yprovala are subject to errors and omissions and approval of ECTRICAL 64,11/41G_ plans does not authorize the violation of any UnlBING : 2c:optcd code or ordinance. Receipt of contractor's ` Ei GAS PIPING - �_ , copy of a / d f �lans CITY OF TUKWILA f By /I f!�?s,(�9 , .,/ %kA f / , ` BUILDING DIVISION Date S 6 Permit No. )rl� t CtL P; REVISIONS - . _ i NO CHANGES SHALL BE MADE TO r x ili THE SCOPE OF WORK WITHOUT PRIOR l�1 c APPROVAL OF TUKWILA BUILDING DIVISION. ED s NOTE: REVISIONS WILL REQUIRE A NEW PLAN SUBMITTAL t__ g. AND MAY INCLUDE ADDITIONAL PLAN REVIEW FEES. V' • SW 10- r _ , _*°`. 1 SEA TILE 538` 9r! `� 1 \� 1 0 S.F, C ITY O F TUKWI 2 i ... „ ° .. s , � oa - s1 w s • ` 24 = 1 •-• r T s ee sw,o -t, -• '- °.tWr APPROVED t ■ ; o ® e a i 1 « vu ,. ,° s 12 9TH . . .K ST - ....... _..�. ..... , ... .,.,.. 9 101 --L, Q .- • . AUG 0 8 199• 4 :, . 0; 23 \: d e . . 1 .. ... ... - f ', °y ,,,a� . ” t , , + • • 12 1 L : 1 22 . 21 • 2c? - . AS ItU�E� sots ` 2 2 • Z � e TU: SP 94 -SS ;i 9101140403 : 0 BUILDING DIVI •N id :LO A • . - tJ p !1 ' X49. LOT ; B J "' x .64 '. 23842® ,j •vo` 2j a. r I' C. • . 20 Mr s 1 op V _ A i9 • �` ; I __7 "•b � I; ' ' S • , . l dE.,.s .s �\ • • ,O VA _ ! J aq •� • .°.° ,•�. �� • ....°' K ti i _ 12 • • T3 ..6 • 11 . 0 .4 / - 145 -Iti , . _ f . pil Ilo g 3 .... 1d ' _ r • I� 13 A ap. 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N ? p C `�` -, - -> -- J —, - 7 ----.-)' --- -..._ �, n �Z EKIS7iN w R 'itMN � I G I f `� i MAP -- - - , -1 � � NEi 1 v u) 17 0 T. j �i,.1 Exd.T. IZ P F•��uutf NEW SwA TAPS \ �• I T C 7 1� -1 H. S e — --� - - - - I--- - CITY RECEIVED w,LA U0 • c 0 ® — - JUN 0 7 1995 ' ��'► 5 .... 0 ® �: \ ' PERMIT CENTER C/ la�'� N o - I / _ e -go,no ri /0. rtau -- ------ � t3c1ST1.1� �ia,T�l2 • immImmomoMMDMMI HAIN . SIT fL� , _ . - - s . _ _ _ . _ . =,�:.. _ ,,......,. • _ tea - -. _,. _ ...__.. -..w 1 1 ' I niir7TirnT ► 1TL I I Fr l I -II-, i Firpr MTI P r - _ _. - _ .. _ _ _ _ _ - - ,....._..- _ - ....... I % • an sppre foot far 1 7.s cam* and posts tocstd ms c cr.ta . 94.1. Ms-eenfect rid tresses shalt he 51.0 awe bet ere the *oft group 16„ 63.2 !,lead eptisnsas,• Th instals, shall • t1AStTAa[ IP1YCt ♦ROOM) to flows-sr decks exposed te the weather or ldsntted a s?sorfaetereree stain. son occupancy) end dence (Craep !eaves the srrerfactoirer a installation Urttuctia� Division 1 residence specs he a structure tar - -- Feottt�pa and fowdadans, enters stherMtso O#vla #aq 3 oozy) sheik in scti nosing, tight- -attached to ti's *Stance. C(earr+ces of !tested - mime, sleepiest. oa the butldtng a to water spied' er to basements and chicb support "- - -- - ng, or o at try. sathroci etfietat test! be _ 34:' Girder and Held asseebted trues. fitting, solid core n solid wand door 1-310 ekes appliances teas iosbustlbte materiels shalt be es allot specs and similar i la r er, halts, stomps, a Eby or trestd rood P stsuheturea shall he supported by fn thickness sea sr o self closing tight fitting door iHed in the lout „....,-""--‘,......;.% „....,-""--‘,......;.% „....,-""--‘,......;.% d of maser), sew e nerete'piers ergots' pedestals projecting above - Engineered street wlysis and details shalt he spas nst"o' on the retire pieta habitable spec*. section areas are not considered ie oahferarto with O.B.C. Standmtd Be. 29.3 end floors unless approved rood st natural resistance submitted to building division for approval. havens a fire protection rating of rest tees these !settee 504(a), U.N.C. lessee. 8oeteon 404, tl.B.C. 2 • jn alt eases shall eaten4 te decay er treated rood is used. The pedestal. 63.s ohttaed sppitaaees r'es't b. instate! _01.11 Ceiling &eights. Nebitable span shall t theaintrs deem as red n Tads No. s shall project et least 6 inches above teemed 24.9 Ube epprsn�ipplicebts trims imp rt an stored Mva a mains heitlnt of not less than T feet 6 j9A unless another deolh w'+wded be a earth end et least / inch above such !!sera hanSens. with atsredsrd clearmtves tram ea6ustbbla • •�+•ton irtersttiestiam seettow 2907(x), tl.S.C. Section 25UCc$. g or operated, floor - wfaces shell be sf construction specified in Table No. 5•A. The • inches, except Kitchens. en . *thereto* permitted in this i�° 94.4 Field identification of tight metal plate materials. Section 1105. O.no combustible materials sr as Bettis peeing standird clearances of Table S -A may be reduced by section, ton. Kitednaem, halls, bathroom, and toilet 10.0 Fleet& 18 tnd .'reuse era! epees under B.C. employtry the tors, •♦ protsetton sprel4bed In a parownes way haw a ceiling height of not less 00.0 Assumed allasble sail bearing wlw 2000 connected trusses is • required. Information Table Ns. 5 -1 Fa rs of T__ rSf. swbatt report par feetton 2905 if other than rood jslsa aM 12 bedew uder gfrdah°s. protection specified to • been a test reassured b the b arest 1t1i an trot branded, marked, 0 otherwise pereasently affixed S3.O An et sepeeettee need net be Table Ns. S-8 may be utilised to reduce clearances the spiting. 'Nara expend three aiding , cern • 2000 firs Foundation na tive S be td Section 251425160)4 tl.I.e. _ a each truss shell contain the followings 1) are spaced at 48 inches x men on center, ceiling firers, undisturbed native soli. Footings idantiflattlon of the tn#s inufacturiry camperee provided betraon residsnoe (p'aup R, Bivisisn 3 te combustible aestivating. Seats: MO. height shall be measured b the bottom of these id Hll shalt he osbJeet to Sections 19.0 Creel noses unobstructed access, minima 2) the design load= and 3) the -tree spring. Oeeupauc» • eatport (Croup Itv Biviseon 1 O.N.C. members. &hare maned beam ceiling ambers we " 2303. owe sed 2,i -a Y.t.�. IS inches by at indies. Section 2516(e)2. Y.B.C. occupancy) ihenry no enclosed aces above, provided . • • _ speed at in x recce on canter, ailing 34.S En&itsering daa sad detdts shalt bs the Carport le 11 11 sr mares sides. r«Frtrd for bo i 3.3 o uts f obi oas6uateon alt height shall be measured b the bottom 0 the twit 09.0 Cut slopes for powers! a ca atiw shall 20.0 Creel pees ventilation, ainisae nest" eras Section 503((a), Y.B.S. spill n a r Section 30201h than 2 horizontal b 1 vertical and approved by the building official before any ffe'd . listed and unlisted spportd be these members. provided that the be not steeper then mines to red 130 square fast of uunder. lunder. atg 0 tree alterations. . - EKITB REUR)URts 504, URIC 51.12 -102 Section 21f. ••Q �" batten et the msstere is not lass then T feet slopes for pavement tilts shall be nee steeper o / floor arse, fo oninhps each he squared a nose is I • above the ilea,. than 2 horiaontat b i vertbeal ununless t 34.6 All roof trusses shalt he se teemed and MT IS • oan she eras d for sees, ebstent dni date j fMng staepar awes era armera es teat end shell p�grid arose 64 0 Alt runs air shall be listed zed an ventilation, The o shell if ale roam Ina building hes a sloping bs entered wttA bits and 1 to a p ibtis s way. pbro aflbee, ebmittid. Deviation from** foregoing tied ts the ira ens -star ir+de resistant rite mM. tied rapport ro alts se es labeled t�{► wd ega>ry end installed b the the prescribed ceiling height far the room is limiatio s for slpaS shalt be permitted anly _ • • 2516(! U b for an integral part of the whale bribing. apestttatlahs. Stu tlon 504, U.N.C. required Me only area -half the wee thereof. Ne the presented. a of a soli IarsstisatlM Root trusses shat kWs Jefna wall fitted and FUSLIe iBIf is any street, alley, or slap's penes a. portion N the rear a.emhrtng less than 5 teat " s b the building efteetal. shalt hew olt tene .tu bers well tightwad of (and essentially unobtrueted free the smut 65 Aoollw+te$ enlaced far ft Calls ten in repot acceptable 21.0 Unless Wanda approved a the building bete, sod is plead upon the t to the sky 4rwk closest*. acoves0 toll he , w comutatn of the 10.0 TM cture aed to brat{ listed. 8ation 506, U.A.C. • sr djsert:gnal below ftnisbed Brads shall be dnp proofed outside ell roof trusses. section 25.1742, U.B.C. see end havl • , to 1 vertical atilt he in aeoerthehna with current by aPPnnved methods and materials. Section Student Ns. 2317, Kiing Canty Ordinance Me . feet. 66 �0 No ware air fumes shel be installed ie • . If any room has a furred melting, the prescribed King Met, erefe lode M wall Se Fire Ns. 29• 1708(d), Y.B.C. s room reseed x desl6rsd b led es a bedraoe. +: • ceiling height is required in tee - thrones the ores 1, Ys.e., zed due fellatio' shbsaetlarhsa 35.0 Men the root steps Is less that St12, S4.0 Nlarems of one sift doer with dies sow moms. close, sr in errs aclosd space with Unroof. but In no ease shell the heesht of the supporting ratters and ailing Joists meth of 3 feet eye fast. 0 inch. medics =Meet access only through such room er SOM. accept - furred ceiling be tow tan 7 feet. Seethe 10.1 'wilding clearance tram nerendtry slopes• All luebx, plywood, niartteleboed, nteihetwr®l • as ridge board, hip, end valleys shalt be 3304(e), 11.11.C. direct vent furnaces, enclosed furnaces, eM In cameral, bmildirhls below stapes shall he sa a - 1207(x), O.B.C. 6sead•lamtnsted tirbx, end- Jointed lumber, designed as beams. Section 25170)1. Y.B.C. electric heaths, furnaces. an 704, 011 ion f jtGI T. VEitTTIATT AND SANITATION! auffeetent distance from the slope 55.0 • Oasamsnwta and every nlesping ma sal e to provide fiberboard shesthine (where used structurally), 36.0 Ratter tees nab= 6 fee e. e. where 67.0 No rare eft furnace shall be installed iM protection from slope drainer, erosion and baroiboeed siding (when used structurally), piles have at 'seat one operable Winces 0 extorter too EKTERIOR OPENINGS for natural light and shallow failures. Except as provided for be and poles regulated by this chapter shall cantor ceiling Joists and rafters are not parallel, approved for emergency escaper oe resale. Escape a cloak or alcove less then 12 inch., Wide' than. ventilation shall open directly onto a street sr Subsection a (belay) and Fignra Me, 24-1, 1.11.0... to the applicable staderds or ersoleg rui.es fastened es required.- Section 2303, 2517(b)5, or rescue windows shalt have a miMnsa rest clear the furnace or fume's Installed therein with a public alley or a eider court located on the the following criteria rill be sawed to provide specified in the U.B.C. ad shalt hie so identified U.B.C. • . opening of 5.7 square feet. The afnisus nst dew minimum clear working space less then 3 inches sass tot as the building. For the purpose of this protection. Utters the existing slope is by the gide set or a Certificate of inspection opening height dimension shall be 24 Inches. The • story the sides, back; and tap of the fumes. dsteredning light and vateilation readreeents, steeper than 1 horizontal to 1 vertical, the tea i {eee by en a pps „in:), 37.0 Roof sheathing shall be in accordance with ainisu net clear pining Widtiodlmeaten s N alt be Section 704, Y..C. any roam may be considered es a portion of an of the stops salt be assured to be et the Table No. 25 -S -I std No. 25-8-2 for plywood or 20 inches. Mery window are provided es a mew t { i adjoining room wan one -half of the sena of the intersection of a horizontal plane urgent a drawn All lumber. timber, plywood. and poles required b d Tables No. 25 -R -1 a No. 25 -R -2 -for Weber or of escape or rescue, they sail have a finished 60.0 -Liquefied petroleum gas burning appliances t e r canon wall Is open and unobstructed and provides to the slope at an angle of 45 degrees to the be Treated Wood order Section 2516(c) shell be Table No. 25-5 -3 for particleboard. Section sill height not more than 44 inched absve.the shall not be installed in a pit, 6ssement, sr e n opening of not less than one -tenth of the flex port :areal. Mena retaining wall is constructed identified by the quality mark of en approved 2517(h)7. U.B.C. floor. Section 1204, U.B.C. area of the interior roam 025 square feet, at the toe of the slope, the height of the slope inspection agency which maintains continued similar location where heavier- thamair ilas might Z whichever is ter. Section 1205(x). U.S.C. shall be augured from the tope 38. e of the well to the supervision, testing, and inspection or the 0 All wood exposed to weather, such es wood 56.0 Provide two mew of egress from ell alla Appliances w fueled shalt not he greeter. cop of the slope. Section 2907(4)2, U.B.C. quality of to product as specified In U.S.C. used for deck freers including decking, railings, floors 50 Installed telled in an above grade tender flex apuas x Standard Nee 2512. 0 square feet and larger above the second basement unless such location is provided with an 02.0 light. All habitable rooms within a joists beams, D0 beams, and pools shalt be pressure tretreated story. Section 3303(a), Y.S.G approved means for removed of urwbtsesd ISO. 10.2 Footing meths# from desawndime stile dwelling unit shall in provided with natural light or sede Section 2516(e)11 : U.S.C. leetion 504, U.M.C. be mew of exterior glazed openings with an area surface. Footing on or adjacent to slope surfaces 22.0 Free nailing to be in compliance with NOTE: If the finished floor level directly above not leas than one-tenth of the floor area of such shat be footed in fins material with an Table No 25-0, tl.B.C. 39.0 when decks, landings Or under i porches are more a usable der floor spa e sere !bon 6 feet 69.0 For provisions regarding the Installation . rooms with a minima of 10 square feet.. Section madams and setbecc from the scope surface than 30 inches above Grade, provide guardrails not above grade, as defined herein for more than soot of sreoewy itrepleees, reference the attached 1205(b) Y.B.C. sufHvertical eismt to "parovide vertical and lateral support 23.0 Wood ambers entering masonry x on Ccrete toss than 36 inches bath With intermediate mwabers of the total perimeter or Is more than 12 feat .fireplace detail.• for the footing without detrimental settlement. a eras area -half inch net sir space on top, spaced such •shat s sphere 4 inches in diameter above rode at auy point, such treble x ummaeed • 03.0 Ventilation. All habitable roans within s • as provided for in Subsection a (below) and sad�es, end end. Siecton 25i6(e)S, U.S.C. cannot Fess thrahgh. Guardrails to be designed to under fl oor space S he oeru slolsred es a story. - 70.0 Appliances installed in Braga x other Figure 29U.S.C., dolling unit shalt be provided with natural -1, U. the following setback . Wee is section 420 U.B.C. deemed adequate -1, U. .0 mast the lowing Man the reheated • horizontal terse of 20 parts per • areas aware they say be subjected to mechanical ventilation by aeons of opaable exterior openings slope is steeper- than 1 horizoal to 1 vertical, 24.0 founded= cripple watts shall be framed lineal foot when Applied •et s right angle to the 51.0 All c shalt he not lass than 36 twee shall he suitably guarded against such wide an area of not lees measured than one-twentieth of the the required setback shell be meased from an of studs - eat less in size than the studding sew he top of t ratting. Section 17120), Table 23 -S, damage by being installed behind protective ; floor ores of sued roars With a minion of S Imgimary paw 45 degrees to the beeizontaa, With r enims length of 14 Inches, or shall be UJ.C. inches wide. Section 3305(6). U.S.C. barriers or by being elevated or located out of squire feet. In lieu of required exterior projected peed from the tee of the slope.. framed of solid blocking. Man exceeding 4 feet the normal .N el path of vehicles. Section SOS. U.C. . parings f0 natural ventilation , . Suds-system a mechanical Seethe 2907(dfs, S.S.C. In height, such walls shalt be framed of etude ventilating system may be providd40.0 Plywood root se t thing exposed on the 51 .0 All roams compris a dialling unfit having the size requirements for an additional underside salt be bonded with exterior gtw. (residence) shalt have emcees- ttreu¢ on interior 70.1 Nesting or Cooling equipment located in e shell be capable of providlry two air changes per story. Solid blocking x plywood sheathing m y be Section 2517th)$ Y.S.C. door to other parts of the dwelling unit. Section hour in alt habitable rooms. 10.9 Fools. The setback between pools 21.04.315, Kiry Coun Cede Ttto 21. garage and Mich generates a glow, sport. x flame with a minima of S used b brace cripple walls having a stud height capable of igniting flammable vspers shell be cubic feet of sir per minute (5 Oa) per ocaosen regulated by the Y.S.C. and stiles shell be equal of 14 inches er lass. Section 25170)4. U.B.C. 41.0 Application of roof covering mstsrisit installed with the pilots and burners or besting footfall setbock distance • Satin fees outdoors. Section 305, Table No 3-1, to area -half the building footi rtqulred by Section MO) and Figure M0. 29-1, shell he an ocegrdsrloe With Section 3205. (Ref. T elements and switches at least 1$ !,ethers shave the Wasbingtee Sob Brim Coles reed Sanwa 12135(c), 25.0 Weed amber end bearing shalt have Tables 32 -8-1, 324-2. 32 -0-1, 32 -0-2, e 43-1, • floor level. Section 508, Y.N.C. • Y.S.C. That portion of the peal wall within* 59.0 All Insulation materiels. includinend tl.S.e. - sufficient bearing area bad on allowable values attached.) larimntsl distanced/1'7 le 7 feat from the e m of the In far compression, eorpodteuier tq grain per Table facings such es barriers or breather pars, 70.2 *palaces designed to laces In a fixed 06.0 Met UsedUsed slope sail be he capable of supporting the wa 25 -A• /, U.S.C. 42.0 The net free ventilating area of enclosed installed within flox/a r lltng 1smbltas, position shall be securely fastened the pool without soil support. Section 2907(d)4, roof/ceiling assemblies, cruet lls, er spews, 0 Supports for appliances shalt be designed ad • 05.0 Catchers, atoll he provided with exhaust 85.1 For conventional construction. to ads of 1/150 of the assn of sea specs Y.B.C. 1/150 x attic spaces shell a not to than to he ventilated, attics bow s flee -presd rating mot b constructed to sustain vertical rtical and be - a eseda drsltynet b shard 43 leads Within the strip limitation in she fans oaondeted directly to the steeds x other 10.4 Foundation elevetien. On graded sites, sedh Mgt shall have not teas than - 1-1/2 inches sasses! that the area cry he 1/300, ;raided that tae when tested in acoadmte with O.B.C. Blade ng ce d Me. buildide. Section 504(41. Y.N.C. the beef any ventiliteat systems approved by the building M barbs on wood ar metal. ear leas than 3 SOX of the required ventilating located is loted at o f feminism re... EStC®Tf01Kt a) tame plastN Msalst/ew zed official booing q or ng a cspeclf not lees than twat above the he elevatition on of the street et shall -.test guru et point . tubas on asnohwy swept apt chars supported on a 1 x least 3 feet dour ewe K oorsfa venues with the B uilt compl with Seetl 1712 s the elm ers 71.0 Me dampers need not be Installed In sir specified in Section JOf Table N. 3-1, of dischrge er the inlet of en approved discharge 4 ribbon strip,sheet b edjmiMng stud. Section balance heiro x provided by the sew cornice Gtr to when ae auuhe M[xlMe o Vaside$ten State Dewey Code• dense • minims of 12 lesion plus 2 percent. The 2917(1)2, 11.111.C. vents, er If a vg retarder arder not exceeding a 1 installed in concealed spaces, the flame spread . dtsa a pins threads the wall, floor. x ea r, lltry • building official rang approve alternate per retina Is Installed on ohs wars side of the Separating • residence (Group R, Division 3 05.1 cos! antic kitchen rags venttlatien sod elevations, provided it care he drmartretd that 26.0 a�s- ins wild= feeder to Joists 1nwalaties. The epenIngs shat be covered with end smoke-developed (1Mb n tia egret apply to Occupancy) up cy) from a garage (Group NO 01Hslen 1 domestic asthma dryers dad( be of metal and have required drainage te the point of discharge and shalt use beefiest from euppertbng girders, t:orresian -adobe awl mnh nth mesh amines the facing. prwifed tlae ihe hided is installed Occupancy), provided such ducts within the area mods Marko surfeep• Ducts shalt be may fees the strem:aee is er vas at all walls, sr partitions more then - joist depth. of 1/4 inch 1m Nasser. Section 3205(c). U.I.C. in substantial contact with the annpassd surface ere constructed of steel having a thicldass net substantially airtight and salt twaply with the (scatters en the sib. faction 2907(d)5. Y.I.C. Seettao Z117(d$, Y.I.C. • of the ceiling, f� i. s mall a than 1. Section l 019 inch (Me. 26 galvanized sheet previsions M Chapter 10 U.N.C. Exhaust duets Net Ned d 1714(c), U.S.C., .2, gauge) and have no openings into the gasmen. Seetton S03td). U.S.C., 1006(a), U.N.C. salt tanwta outside the building and be 10.5 The build! official 27.0 Joists under end pe•atlet to bearing building way approve SO110 FUEI-NA1NtIN APPl1ANtip with beet draft trappers. Section 1104, partitions shalt be doubled. Section 2517(d)5, 44.0 All attic spaces with 30 inches x ere equipped eltsrTete sotbeelu old clearances. The building Pa V.N.C. official Bay require en investigation and U.S.C. vertical align fuel-burning h t shell be provided with an Attests Solid fuel - ning appliaces Include airtight 72.0 Vane sir furnace installations in attic retommadetfon of a opatifled engineer to pawing 22 Inches by 30 Inches. The opening Moil stoves, fireplace stoves, mom heaters/fireplace 0 crawl pas shell comply with Sections a 708 d 05.2 Demesne clothes dryers shell Moderated damamtrete that the intent of Section 2907(d), 20.0 Solid blocking over bearing partition, be located in a corridor, hallway or other readily stoves, factory-built fi;Wine,. and fireplace 709, U.M.C. directly to the outside if in en arse that is U.S.C., has been satisfied. Such an investigation walls. and beams. Section 251T(d )4, 2517(h)6. accessible location and have et least 30 Inches s ha 0 S 73.0 Every appliance designee to be veld bitable containing other fuel humans shall Include condehrstten of material, height of U.S.C. hoed toms. !action 3205(a). Y..C. S c lances and all asst the preeisislope, radien a of slope, slope gradient, lolord o intensity, and erosion 60.0 unless otherwise adopted the KfKies Cart rs County. shell be Ceseted to a venting system Complying Section 1104, U.N.C., as watt as clothes dryer characteristics of alepe material. Section 28.1 Irfdeiryhalid Mocking/cress brewing per ERTERfOR ISNl all sold fuel-burning canoes shall with Sections 901, 902. end Table floe. 9-A, end ^ maafeeturer °a testtuetlw ard.reeammrdetiw. 2907td)6. U.S.C. Section 25st6(h), U.S -C. with the provisions of Section See, UeN.C. 4 P-11, U.M.C. r �l( Section 1901, U.N.C• Dryer exhaust ducts shall 45.0 Exterior Well Coverings. Exterior rood tangent* en the outside of the building l mainmasts minimum f0 feu en dstin (Ref. 29.0 fire btoheklry senddfaftatgppiry shall be stud wells salt he covered on tee outside with MEA 74.0 Emory factory built chimp, Typo Lvent, -- he equipped with Ducts *bell th a bmehdreft damper. Tile be 2f-A. attached), O.S.C. ' smelled a but off all exvtesld draft opentryd est.rf.Is specified in Seaton 25160). U.D.C. net he a. other or Installed with Brost morel Type 8 gee vent, or Type SW gee vent shell be 61.0 Este lolling unit shell be provided with Installed in accords ce with the tors of Its \ • scram a. ether fasteners which will ohbstnuet the 12.0 anima foundation wall reinforcement and (. vertical and horizontal). Staetion 2516(})/ Her. Unless otherwise permitted x required by U.B.C. 4i.0 Al wrthar exp osed erfaees shall have a heatirq faeilitist eapsble d meimtaiMry 70 l'at'he, wmufattcae's 'Poetasters, end the manufacturer's instructions and approved foundation sill arneherge requiraumants (Ref. Table weather-resistive barrier to act the Interior degrees F at a point 3 feet above the floor in all section previsions of chapter 9, U.N.C., the dryer sa adneust duets No. 29 -A-1, attached). ng County Ordinate Me 30.0 Columns posts, framed t t , rameo true end Pros faction 90304, U.N.C. M tee betiding official. dryer Ki � wall covering et a beam oaupawey. Section 1707, habitable roses when the outside tapareture is as shell net emceed a total cabbed horizontal and _ beerim adequately anchored at cep and bottom, 251600, U.S.C., Y.S.C. stated No. 17 -1 and set forth in Section 302, WS.E.C., Section 1212, 75.0 A Type 8 or ell gas vent shall terenate vertical lager of 14 feet, %cle ns an 90 with • positive direct connection to assure 32-1. U.B.C. es dress closes. Two feat shell be deducted for 13.0 ►esedatlans supporting wood shell extend against uplift and lateral displacement. !action not lee than 1 foot above the roof through which cry SO degree el bow to emcees of tree faction et Wert 6 inches above the adjacent finish grade. 2505, 2510. feeler- and Y.S.C. Stallard Mo. 2517. 47.0 Anchored brick veneer shall wepty with 62.0 Foal- burning ecpripwnt located within the f paves ehx less than 4 feet fray any potion of 1104, 1903, Y.N.C. Section 2907(x), U.S.C. the miens of Section 3006(d), U.S.C. building envelope (constructed under the he buiing hhach exta Att an ogle of shore f Washington State Energy Code) shell lain these ` ld ° fro tee h0fmmtal nod 31.0 structural stbflooriry, plonk flooring, lees than shown in Figure 1, U.N.C. , unless 06.0 It closet minims 30. wide 14.0 Foundations for ell buildings w d ere the a hai d ined subtle*, uxtsysteVeneer a t floor systems 40.0 Veneer shell support no load other than combustion air from outdates. meeting the llsted/tested otherwise. section 906(d), U.N.C. In ?sent of east. Section surface of the grand slopes more then 1 foot in she(( provisions of section 601, U.N.C. with 2, clear pr comply with Section 2517(e), Sti(h), U.S.C. its own wa's'h! and the vertical timed sod of 511 Type L venting system shell terminate MAX- 10 feet shall be mewl or obeli be stepped so that serest ears. Section 30o6(At). U.B.C. 76.0 A part NOTE: WILDING ENVELOPE. The elaamhts of a both tap and nett ®wi such fsumwdat/on w level. 32.0 Wood scud welt boobs size, height. building wnloin gnelase eoeditorad sees thromugA w la than 2 fleet abase the rest through which 07.0 Sheerer walls shalt be relatively smooth, Sect /on 2907(e). U.B.C. and spacing. Section 2517(6) ad Table No. 25-R -3 49.0 Mmmmwwry shell net he supported by wood ,hits thermal energy say be trwfsrnd to x from it pares nor la than 4 feet fro any potion of hard, rsaaheorbaet, and net adversely affected be 15.0 (Ref. es . U.S.C. webers swept es presided for in Section 2515, the exterior. Section 201. lAShkgten State the building which extends at an ague of more moisture b a height of rat tees than 70 inches fndivithhal fee lings under bearing U.S.C. Energy Cole. than 45 degrees upward from the be•izahtal unless Oben ***elm IMet. Section S10(b). U.c :C: walls. of pier poet and bums systems and 33.0 All exterior walls andantes crass stud listed/tested otherwise. Section 906(e), U.N.C. RECEIVED When gypsum is toad as a base for tile or well concentrated leads, shell have a penimy S inch petitions shell be effectteely and thoroughly ITiefirdineat 63.0 wood stoves shell be approved by the CITY OF TUKWILA ponds ter tuber sheer Snelemses 0 ester edge thickness, designed par Section-BO; braced to Sectiw 2517(6)3. 2345, and Table 25 -V, butldlrg oftftial for safe use 0 amply with 77.0 Vint hovmctors shall be installed within par ta matte. closet hatmaules. halow Moot - astsMoot 2615(1). 2628 and U.S.C. O.S. Y.S.C. (Ref. attached). 50.0 Pr ovide en eco tmony sep aration between basking A a mpty(ry with U.S.C. Standards N. applicable nationally recognized standards es the specs or arses In which the appliance in jUN 0 7 1995 4714 shalt b. used, except that meter- resistant 16.0 tedividst osutrete the residence (group R, Division ) end evidenced by the Using end tan of en approved located and shell be Caseated to a chimney x � he(' ••d s not be wend in the following pier footines sall 34.0 Trusses. Stress wlysis ad - the garage (email. Division 1 ) with vent to such a atar es to maintain intain the clear i !taros a) ever a vesper ret.r ; b) In arses N>roJ Ct • minima M ground 8 inches above exposed gro drowlrys/details she p shall be stamped by an approved met0ialS appeeved for 1 -Aar fire-resistive - d aa to combustibles per Table No S -C, U.N.C. PERMIT CENTER atxbjeet b oontenrss Aiglh htaidity, such as unseen colas er fasts Wit they support are state of Washington Registwd Engineer. the omstruuc an the gmrmga aide. ion So3td), i end carports ammo or sham roans) end e) on c alma& of weed of natural resistance to decay or (Dradngs/deb el ils dl be an job site f0 framing U.S•C• German with oases rebore shell r treated heed. Section 23 bees 1 -he pretectlen ter both coheres and 2SS Y.lt� ti Iastlet 4713. lard fro ns ee awns t.:.: ill 16(c )4, U.S.t. inspection.) r structural srisre. Section 503(d), U.S.C. 71.0. Oust systems shaft be of metal as eat `~ 1 iM pesDnmsrid parr Suydam 25td(q. _ ...� __ U. -) Alp '-e - e le :-. WO .:.,,::,.,. _.. __ ,,,..„,,,,,,,„,,,,„,„„„..,,,,,7,4 f m 1 Ile - - FM rr1 ��r r r 1 Cr��r� "�r� lTr rT► n� I IF THIS MICROFILMED DOCUMENT IS LESS 1 r e u T..a u.e.. ` � : � ! a . 6 / 8 .., , f i ,: a '" " - W i s . . & - ... - ... -•-..-.. -.. • r • t r. r T /+ r T T T C fl h I I T l • - 1008 Setae grade Vials. !settee 502.1.4.10. E022 8ef1 service twit eater pig 7A10 asst , hhntf lat4ee Systems. Alt • • aeulatlg pi l over ey l level: mien desping r l iioeatiel an tN - -- - - - - . diet( ice hisedsted is Table 3.12. twain 50#. - duet INA is Met more w °W en sen -_ - _. -. . - . - -•- - - - - - _ ..... _ ._ .. - -._. _ ... - • faith to Table Boa. 10- 10-0 and 10'4 or upper leve • detate pieced st she a. Mow graft merrier mall tn ONO id) shall be not lass than • seem di eieter. lases* • teetoey aria mfr duets A' • ceiling of the upper level is clop proximity b side of the well 'halt extend ferns serveEames and ..O. the eta rtler. Wier* the eati Mih ll open te the heiltollavatories rod ty rearm ° he shalt Ma fl ing shalt b lies than that swede that of the Willer 0, 1 24 inches sr more equipped dth flies control d avtepse b as flow rat e not at Rem v Y� 78.1 Joints end seats shell be eastentially ends insulation mall it protected. [twit the total lister flow te 3 CFM. Seaters spKtffed is Table >r2. Medusa flan etas is mum mmehoeaas DEPTH OVUM eiataftara shalt M pl aced in the hallway and tiro Table 3-2. Madman flaw. rates in Table 3-2 do rest surroartr "mob 1 FOOTING of rcdneo ammo we® airtight. Seaton 1002(x). Table Ile. 10.1 adjacent rota. Detector* shell sand an aliens 0. In utadon used on the interior tars side eS apply te hat recovery eeatflatien ses•w- e ou re a o owe CahCNl1li 0 Pha ••♦ (recteneeder duets) and Table Bee. 10-8 (flat, audible In all steeping erase of the dwelting the well) shalt attend five the tap of the bitterer • Staten 303.1.2(c). oval. and rausd duets). U.H.O. unit. The required detectors shalt receive their gs r=te to t b floor level. 1024 Swimming posts shell have (lefties 504)s I 6 6 12 6 12 power from the building miring and be equipped • • 9011 Ctetrela. All ventilation system controls 2 0 8 IS . 7 le • 78.2 /nataltedere of duets ghat/ empty with web a hau weep. The detector shalt emit a 3000 glazing and goer 8 Vars. For Grins R le Redtly edifte M. 00/05p a I1tcti. shall be readily accessible. Controls for Mote • 2 10 M 14 g M Section 1004. B.M.O. signal when the Mttartes ere tau. Setttee b. Pool cevor. /21oc ). v g.i. . gletteg and tierce Values shell he s Hptrg linmelsted b giettoet 503.11. hawse radiation systems shall M capable of these valve we've.) for lie by the State of operating the ventilation system without ° N�sradceddemeot romcasaasera bavd .bodegtand geeaddiesede66s MUM 84.8 4 Glazing installed on a wding tan Osp.rtset ed tbrmthlty O.veleppaant. 1023 alter Seater Stereos Tarim, a id letters. energizing other ourertaxnateg appttences. oregeindlaSsetiom 7'.0 Usable spas under stairs call her wile op•s op • gsetlee 1004. -- • Series 302.3. OeedadtrsheflooranTbeasc Medbisdrndosdl6eropafbefoodag, ehgnee ar mars from the vertical plans shall be Section 505.1.3. All storage It heaters .Met .eat doh nhaehriammayeepponarodisaddidoatothesdpdassisembereftlemlbassAdoes and waffles on the enelspd aids) pretested es constructed with rya the jt::lss ollowing ashen awe r 3018 Vapor retarders shat / be installed en the Energ1► Car Electric water heaters fie unheated spree er en sera aide ifs door! of tnsdattee as specified The s.thanial systam may consist at ewnwrst fens: 30•mlt polyvinyl butr)4 interlaysr, wired glass; in the felleang cases. Series house ventilation 502.1.6.1. concrete floors shall be placed on se any farts, er both. Section 302.6. ewer - 0 hare . 0.8 Firs block stairs. Hawes salt best-strengthened Slider fully tempered glass, or EIxCDTYON: lr nrterder 9ehstatled doh rest won tneempresatbls, insulated surface with • minima approved plastics mein!' the raqutreemnts of thermal resistance of R- 1L Softies 504.2.1. steingmrs at tap and bates ad along nw to me than ace -tided ef the mains[ value Maroon it ens 7013 Outdoes Aft Intone 'Inlets shell be dap °ire Alm in liz. studs. Section 2316(f). B.B.O. Section 5207. Screens need not he installed und er the conditioned specs. •w isj skylights within dwelling units w een laminated 1991 VEltitATYOB Aft 1100131 A/8 OW.tiT . drseets IF otherwise 1 ng Darr ng dr Waetnream 81.8 Stairways. . Madam rip 8 1 sinless doss is used as the bottom lsyor or when fully- 3011 ►[stash. deers sspsrattug oodltlonned • • -� inches) tampered S fs used as the bottom ism or when 9001 Minbus Vent(istfen Performers. Each Nets shell to Wa ve se as not b tab air free led N run 9 inches; headroom minimum 6 feet 8 inches; eeete.teeeeeed Sloss is used ie both poem es lag space from a boned space shalt have a vapor dwelling unit er guest nom shall be equipped rib the following areas (Sadao 302.6.1)1 dap � tl� w width 36 Indies. Radealle b here ends es the Wades conditions are mete retells installed. leerier retarder shell have a t■ i roasted and placed chaos 3i teethes, auburn 3s a one yam dry ce rating or lea (f.e., f ees m11. loose gerIfte and theft house Closer then 10 feet from an appliance vent .....1 anim y- ashes above treed nosing. Unless designated tor requirements K th is or. Section 302.2. NRIraMSddemonahMgtl ' ma 1. The r em of me th lane of elms shell net exceed PolTete7lsrs sr croft tread materiel). !settee � cadet. odes ado vast outlet is 3 font above J �: Q the disabled. the hander portion of handrails se 502.1.6.2. the aor air inlet. ell be eat lose than 1 --11 /2 Inches wears then 9002 Source Spmetfts wegtifatia` Soma mtdo r d 2 inhs to cross-sectional dimension or the shwa le Tbs highest point of the glass shall not be 3 shore 032 Roo/ eening essedbltes e the specific odour ventilation shell be expired he `6 there tt roil pfdedam cbjectfamble eda ta0{I cross-sectional shell provide an equivalent gripping surface. Tim son then ti fat above sear walking surface ee ventilation specs sheet the Insulation 1s lass each kitchen, bathrome, rater closet. laundry fhaes r ftaraebls vapors. , Magee portion of handrails shall have a earth facility. Indoor swimming post. spy a ether • surface with no sharp corners. Nana-ails ath�r r)eeessebta vas than an oversee oP >Z lnxlea dolt M Poi and rooms where excess water t or Cooking oe9or is a A Mzaed'us or tahsoni M letero. a epees projecting from s well shall have of net 3. The nominal thfeddnsse of seder pee shalt net with s vesper retarder. Faced het( where used as a vapor Meek, dell l b beee face insulation prods The adn ma mma specifier vaRitet4as . • lea he d than 1 -1/2 inches between t well a the 'mew 3/16 one 3406 , section 3401, 3402, . staplede single rafter Joist rutted ceiling erecter i0. inu ecter exhoat capacity shell be not lees t et. A room or .pate lambs any fuel-Waft hand s1l. Section 3306, U.O.C. Cavities shall be of sufftetent depth to altos s Levels specified in Table 3-1. Maur fens applfeneN. amen CaRSERVAT! FOR erEATi.0 yn oiiwy nu=ts dMmm are in * vented air spite lbw. th provddtng waar specific ventilation shall have • . IMILLMESS insulation. Section 502.1.663. minims; fan flee of net less than 50 Cis at 0.25 - „ eineduet Roa Outdoor Air inlets shall have • These Prescriptive Requtrasunts en trash welsh fmM far bedroom and lsoswdrtes, OP capable of ' 82.0 Safety Sleet complying with Seaton 5406, only ter -rise readsrtiel Wilding* which pen and e leg and be y e an SU Walt irnshlatten. Yells separating too efm at 0.25 Inch water rugs for kttdrtws. ' aa total opening t eung arers of opening a of not less than four square s O U..C. Is required in the following tereatdenss designed un the prescriptive (Chapter 6) conditioned apace trine u d neaditfan spelt shell Manufacturer's fn nches flow estrum shalt be i. .Section 302.6.2. approach te the Washington State Energy Cods First Aso vapor retarder temblled. Feed belt docentm(eed as per NyI 916 (July 19891 or MICA 240. I. Glazing in egress and ingress doors except Edition (adopted July 1, 1991) and ere located In insulation shell be fees styled. Section sections 302.2.1 and 303.1.1. 7014 outdoor air shall be distributed to each Jalousies. King County (Climate Zee 1). 502.1.6.6. 7003 Souse Specific Vetilation System. system roof or individual inlets, separate duet 2. Glazing in fixed and sliding panels of sliding 191st SEW CODE airless, r s tercel ter system. haunt outdoor ------ assemblies tilfes and - E014 Grand Cover. grand mover d sox nil Stria specific ventilation systems shall he air supplees are separated from exhaust points by door ponds do seinen, deers ether (O.00y thick) bleat pelyethyles or approved Controlled by manual 'vitae.. dehumidistaq, doors, providers shell be made to ensure eft flow then wardrobe doers. 3001 Access Retches and Ooors. Access doors equal .hell be Widow the greed dtbin shah[ timers, or other approved near. Section 302.3.2. by undercutting doors, installation of grills, 3. Glazing In afar' doors. from conditioned spaces to unconditioned spaces s p. The greed cover dell be overlapped 12e • transoms, or similar moons where permitted by the C\ p.@., crew( s attics and ew( spec) shalt be minima at the joints end shell extend b the 7004 Yale Store. Yale home ventilation U.S.C. Section 302.6.4. 4. Glazing In unframed miming doers. weetheratripped and insulated to a levet foundation well. Section 502.1.6.7. ERCEPTIONs systems may consist of dale house exhaust, equivalent to the ineutattdn on the ding Integrities meth forced -air systems or dedicated 5 Ventilation Ducts. All ducts shell surfaces. .surfaces. Access shall be provided to ell The grated Cover may be omitted in crawl spores if het recovery ventilation S. Glazing in doors and enclosures for bet tub rn • e4miPt which prevents dae.gine or Capesseer I tee crawl apace has a concrete stab floor rich 302.1.2. systems. Section terminate outside the designs' t Exhaust duets in hhlrlpools, sauna, steam bathtubs an rooms, bathtubs the faswlatian. A rood framed or equivalent Manua thickness at 3-1J3 Indies. systems wretch ore deigned to o operate showers. Glautrg In any portion of a building Intermittent,* dealt he equipped rich beck-draft Mffls or retainer amt be prevfeted when lose 7005 Iwtartttentty Operated Yale Rasa dopers. All exhaust duets in uneendittaned well enclosing these Compartments them the bottom 3013 Air `esker Centres. section 502.4.2. fie Inorttcenter operate • d tilt Insulation q installd, the purpose of which • Ventilation .hall be iroulatd to s minus of R -4. edge of the glazing is less than d8 leers ahem . is to n prove the loose fill insulation from whole house ventilation systems shall he All supply ducts an the Conditioned spate shall be the drain inlet. spilling into the when iring space e the attic a Exterior doors and minims shell be designed constructed to have the insulated to minimum of R -4. Section 302.5. • access t. ope ed, and to a pen one rat .sans b limit air leakage into or from the building capability four rotand an d • 6. Glazing In fixed or operable parts adjacent b ng of mefnteint the installed R -velue of the loose enrol for aesembides that are required operation, n, and atoll have •emus control end and a door shore the nearest enghooad edge of the fell lesulati anu an. When s vents are installed, to envelope, r construction. (sconstruction. automatic axntrel, such es s stock timer. Section 7010 A Source Specific and Yale Noce Exhaust shore 302.3.2. Ousts. Exhaat ducts shell wet all glazing is within a 24 inte arc of either vertical baffling of the vent ope►ires shall be presided eo end saber edge of the door in a Closed position and where as to dove deflect the need's air the surface b. Exterior joints arcu or vtndous and do of Seabee 302.5. Due diameter length and camber the bottom exposed Inch edge of the Sleeve le lase of the insulation. Raffles shall tee rigid frame, evenings between wells and foudatlan. 90A6 Reese. Yale hams tam located four foot- of elbows dell not be less than 4 inches end duct �� y then 60 es above the welkin@ surface. materiel, resister se wind driven moisture. batmen; roof and well panels- openings it er less from the interior grill shall ban a seer length shall not exceed in ed levels specified Table Section 502.1.4.4. tratians of utility services through well, rating of 1.5 or less mess red et 0.1 inch meter 3 -3. Tended dements shaft have at least the a 7. Steens fn am fnhdivfelral fiord operable or valent not *snares of the daft cork. floors and roofs- and ell ether evedngs to the go tetsoylso nod fans dell '� panel, other then date loans described fie 30002 Baffles shall be !retailed fn building a vettee dell be sa led, cal u gouge. Kato caulked, d from stud m n hs duet work wing t l dements Section 303.2. Gsv Items S end 6 ie, (he b all t snots of the range/attics to maintain t• ventilettewn and Sedated, or weedier striped. All other openings of the building and insulated flexible duct or ether 7017 faerslddryda Reaction measures. All following reeetfonms 'rend dally above harper 12■ vertically shell include, but net be limited b. Calking sPPr components structural pest ents of the hears such a erelat boxes. material. Saettee 30@.i. a) Exposed area of en IrdlHdugl pea greeter strove tease fill. Section 502.1.(.3. soft woad plywood, particle board, wafer board, then 9 square teat. 1003 Clearances. Where required, insulation e. Site castrated doers and dndews ere not 7007 Whole Bare Ventilation Systems. Eab and oriented strong board droll be identified as (\r- b) Emperor' bottom elf's lees ten 18 inches required te he tested, but shell he reds tight dallbg unit dell be egatpped with a whets hate Measure 1. aDebrienm or epAt-Appeved.e above the nom. dell be i n s . [led with w ee ` Inmrt onatt salt fitting. leaden shell be taker fns al. 10, venilatlen aystan which shell be cashier of Section 400.1. c) E a p w d top edge greeter them 3 6 fnachem default value.. Fixed lights shelf be stepped providing et least 0.33 air cis s pr her, but above the fleet. be enrolled so that rewired ventilation is die salient alt argued. Cierothng sash shell net lees 'ban 15 Cobtc feet per minute. Whets 9018 Solid Fuel Suring Appliances. Solid fuel d) One or mar walking seems within 36 wed- For blamer pared loses fill, have weatherstripping working against eererlappeng bare writers% eye.ms shell be destined to banning appliances dealt be provided with the inches horizontally of the pans of the inalatton eetoareaaa ahelt be maintelnsd thrum* trim, and a ta.� which alt hold hue sash eland. limit ventilation te a level no greeter dm e-5 fallowing' Slating. istellatten of a penman retainer. Section air changes per hoe ce treat sparMram 502.1.4.3. 3011 Recessed light installed in the building 'conditions. a. fleet fitting glass or metal elvers. 8e Gleam fn railings regerdlees of height above envelope salt meet ors of the fallowing 1 the walking surface. EXCEPTION: The following 11404 ihhll tnwt.tiern. Insulation installed in regpiraments- Section 502.4. b. M outside courts of eoenbemtion sir directly products and applications are rapt from the exterior wells shell cart' with the provisions of connected to the fin boa, or tested and listed to requirements for hazardous Warier as listed in this settton. All well insulation shell fill the o. Type IC rated, manufactured with no the performance requirements ef the carbon Items 1 threuebt Se entire cavity. Exterior well cavities heisted penetrations between the side of the recessed Doors and monoxide test required ler the Oeperdrnt of 'es airing framing shalt be fully irorlated to the fixture and the ceiling cavity, end sealed to operable lights in winders re deemed not te nest geeing m d Urban Deveterpment Mobile Nome et Glazing in Item • when them is an levels of surrounding wells. Al( fwd insulation sir leakage the the erevrditeted epeese the outdoor sir supply intake requirements. Center er and Safety Standees. Section 401.2. intervening well er other pemanan Merrier .hell be face stapled to said compression. section 302.2.2. between the riser and the glazing. section 502.1.4.6. he Type IC ar non-IC rated. installed inside a - V01.0 Fireplaces. Fireplaces shall be provided b) Glazing Me item 7 when s proactive bar is sealed constructed from a minima 1/2 indw gypsum 7008 Moist fns providing wale haea with orb of the fellowirgt installed en the accessible side of the stair 1003 Fier Isolation. Floor insulation shall board or other sir tight assembly manufactured for ventilation dell hove MO rating et .25 hedr 34 to 38 inches above the floor. lb. ber dell be installed in a perrant wows in substantial this purpose, while maintaining claraw of water gaps as opecified in Table 3-2. a. Tightly eters floe rare, marred by • bee able to withstand a horizontal toed of 50 contact with the surf w being irou latod. minfmus 1/2 inch tram emobwatibles and minimum 3 Neufectwrer•s fan flow ratings sell be really accessible steal or approved automatic p.l.f. without contacting the give end be a Insulation supports B installed spacing all be italled so acing a or inch from insulation. determined per UV1 946 (July 1909) A1CCA 210. minimum of 1 -1/2 Inches In height team dial[ b. he id with Sae togs C) Openings throw. which o 3 1n is no more Z< teethes en caor . Foundation nt. dattome Table 3 -2 shell rest he mod for dwelling units shall installed i reorders o reorders with Uniform vents Matt he plead se Chet the top of the vent c. Type IC rated, certified under ABTA 283 to with more than fear bdremes. Secrete 3113.I.2(.). Mechanical Cade Chapter 803• carat peas' Is below the lower surface of the floor have no are then 2.0 CFM sir mov .um free the el Assemblies of leaded, foamed or carved insulation. Section 502.1.4.7. conditioned space to the ceiling Cavity. V009 Intgreted forced -air ventilation systems b. M outside source for rebustian air - dusted glees in Items 1,2,6 and 7 when wed for Into the fire box. The duet shall be at least six decorative purpose.. shall have v 6 inch diameter or equivalent outdo* / a Glass block ponds oamptyleS with faction 38000 Slab Porimaeor. Insulation irotmlled on 1017 Duet Ceeenuetien. All heating elects sir inlet duet Ceeectine a terminal reset on square, and shell he provided with an operable l J 2407(1)5, Section 5406(d). the inside of the fondmtien well shall extend uaeaditt.nsd spaces shell be insulated toe the outside of the building to the return plena outside sir duet deeper. dastard frox the tape/ the it for a minims of sInImm of 11-8. All elect work seam joints, et both of the forced-air system. The outdoor sir inlet 83.0 A smoke detector shell be installed in 24 inches. Insulation installed en the outside of longitudinal and transverse, shall be taped and du shell be equipped with a draper, or other C. Tightly fitting glass or mate( doors, or equal O ado steeping ream and at • pang centrally the sift shall extud dmeemrd from the top to the sealed. Ail joints shall be fastened with • device that regulates air flew to a minima.' to minimize beck drafting. Section 401°3. located in the corridor or arse giverg anew te bottom of the feting. Thhwmel brake dealt he mirdmus a tw. fasteners. S.ctlan 503.10. 0.35 air changes g per ho but not orator then 1 006th S r placed he the hemmed slch between conditioned and - 0.50 sir duress per her under worst operates 7020 Radon Monitoring -- Three -month Etched sorb separate slarpi area When the act has more slab ors scary a Wh h he ngs with ° Sect on 502.1 °4 -8. 3018 neatly accessible, sutematfc or manual conditions. Section 3G3.1.2(b). The integrated Tract neon Monitoring. Installation a basement, a detector shall be installed en each 30•7 Rodent Stabs. ee e.Kin or.. of . amens shell be provided to restrict or s off fororced elr ttnstaloorsyr. nmend tem mast be perfornce instructions, e reds informa heet tion errs shall level sued in the beerier. to Acelllrg units hating input to each :mesa or floor during porter by qualified third part be provided by the jurisdiction .t the final Aare a story or basement .pith one two er mere redlan slab dell be terrdly isolated fns the not requiring host. Section 5505.88.3.1. after the ectio is finished end des to the i li nen to all ai family resider -un and to levels, o datefcar dell be installed men the t reel doh a minima ee R -10 Insulation. he final Woslsctlsi ihe frame air int. dues eat all c t re floor i ntlirg a responsibility in sdti of her trsulatton dell b. am far t Its mere a label attached in the should !A M the strvttrraa. It is not the radon test. ty Section of the [mums emtapt that sham the tower (oval contains • �revad Pr'�t so Thersaeae shalt be provided far ass IitNC marrml damper. This label could erhdle>ses the builder te administer she melon cat. S. sleeping arse • e atecter shell be placed en rob Made/ use Section 502.1.4.9e system with a raga of SS to 75 (Mating). owes of the inserter, meal the taster and the 502.2.1. - Section 503.8.1. actual CFNes earned ae the isles. RECEIVED - CITY OF TUKWILA 3020 Controls for beck ee heat installed to prohibit simultaneous operation of the prissy JU 0 7 19 95 s y stem. Section 503 -2.2. 3021 San - recirculating hot and cold water pipes PERMIT CENTER located outside ef to coditieni space dill be inadated to R -3 minimum section 503.11. 5 uiiiii ) --.,,, ,- . .. �= ... -,. .. ..._ __. _a�,-� raw. .�...�:�, � . - ,�. ___ ,,________, ! i P T� T fir i1r Ill 1 1 1Ti i 1 __________ _ _ 2 ..... - ' ,' I �(�I j�h�li��I ( �(T( C .__. : 3 IF THIS MICROFILMED DOCUMENT IS LESS '; r i :�Heee T 2 3 4 5 6 7 8'; . ,__ 4 ' , OE ^J i 4 �e r are eerntk Terre hinTeri: TT TC flUE Til . ■ / _ _ - . -. A . _ - 0 4 6” T-i-I 14 W1C. , N. - - 4' a t2 Ibt �P ,2,' 51j 40c Alk. ittrAl PRI ____ A , ... - I 164"U reiri, , , r , 4 ■ I - - - _ Ate 6-...:__,.__ !`A I li ti ir -= -I1== 1 rt r / a 21 11 1 N _ FYLrC /l1 _ - . ) - I ' b" srsa. lIPM. 1 I - ,.rccarse . ( T-II -I Slow& Tv) - _ i 1 L 0 m r ile _ ri ,,,,.„ _ a r........" - . , 1 ,. til f 1 . 1 a.. a - - - mi. _......_,...„. ___ _ mivi se „.... 77 , w ,.....anzawin,,,_,... irs 4, r _ , ___, , _______ . u Oat 1.1 t MIME 11.111. IN — — j I , ltFILL 1 i Ct \ Ib" M 06 **AS VINT N CITY KW ILA i NN • X APPROVED AUG 0 8 _emit 19 i T_„, aa..I� "�"` A NOTE . , BUILDI OF DI VISION & 4 b° 12° 1 �I id >� ' dol i ' - 1 - - --- - 7 1 1 1 4) TO 1g7 , ......., _____ ____ _____,„,..4. _ _ - RoK O �_ ...,,,,, II II ,, .11=Mii - -- -- . • - - - 14 4' DJ *0 I 111111.11 Z ' ' 'I "' M _____ *.ve ,,7m mu 0.,......■. ilt-i _ ! .. fi +` .. - _ , o f RECEIVED , . s CITY OF TUKWILA INITS $ i (No m rc) IMA7 Vp05 F)t 1615 JUN 0 7 1995 4/ 95 (5, 1(,,1 r ii,t51 Ste vt; b' GduFF4 a rc &i1Lt ., P ERMIT CENTER rrNGET NO 15 i (p) 1 J f .. '.... r . ..3'.....,i} -_ �s. �. .. ..-t t. �_ .,Y N..,Y� yJ" - ..,...- _. ?ki!,t`i h t} ..v -w ads .. ...+- . �� -. _. ... ... ... ..... ... ..... . . .. . e. Aed4•»"._ _ . .. ! .. .... .. .. e -.. i _.. .tea nw-- ...�.....,._ s � +. .. _:.�... ... -: a. �sN+e+ao->n+Mn��s6Yk�,a Frx^ ,.. ... ,. I0 I.T N.INCH 1 2 3 4 5 6 7 8 - ` - _ . = IF THIS MICROFILMED DOCUMENT IS LESS r :. „,, _ I iiii - ;I r, r nn TIIRKI TIITC MAT Trr TT T nt1C T!1 i a . ., • - - . • • GL GLAZING - - SCHEDULE:..' • • 1991 GTON- STATE ENERGY CODS 'RESIDRii't'IA2. 1lssYSTANCE Fotirt • aT Ela THl if BLBCTstZC REcr uri: s g� 7 t� AREA s» :. u..... smear r - • • , • • 1,19T5 I �i- �to�r5 env M�� Iwo �O�li� 111111111111 ... y .... '�' ` EMI 7.430 - -.11._ `VINY 3 S0 s<. ..4 aft "' a....... - re COL N es �„L N MD LNG __ Activitit i - - - . Date: APP(- W6 MA a a« : .. _ 2 ; 0; O ® ) .era to :.as .a s e, .sore p. . sib Address: - ®� ' -» w�` t. r t..e.enei..w _ j�}`( � -- ' . .. . _ _. if I S . ,, r, f 1 a 0 ® • ' -:.e - hit a s..w. 4 � ✓ .lw U11��Ok! Ir�� LW, . • e 1 _ Builder: � . - • _ . P r�: 0 ® 0 47'0 • - 111111M AI l e 11 l (s,O` nr an . mis' *sa. . a r<re. M* ow= on. sax tee • , - sob Type: P New 0 Addition 0 R emodel - ► • II - n _ le _ ... - --4. :s - s- ,. . • Occupat>acytSingle Family ®mtltiPattlil #Bld s: #Units 5a40 MIMI Il rI ZD,o w a a ...e Sae I �, r, r II n 11: 2114° » s r ":4 ales, z• • l . F ®��D11 • N a , Fuel Types OGas 0 Oil 11 Propans< - • 9 Wood 0 Coal 0 Heat Pump • r II ,r ,, , e . ' ' " 11:1.4 - - i..e 1st - P ®� O 1 W • i ol �� it OM r - G:3i�! 5® _ 101 • ..- . m p • es v ' es it e • - - • • Opt. ], Opt. 2 . Opt. $ OM ,4 Opt.5 Opt..6 Opt. 7 4/5 ) i '' - ® -10 lit. . , ." .. l� • r . - .we s • 0 0 0 a 0 0 * - 0 # 0/0 ] • :/ : 11 • it 'f 4,0 ® - '.d - .7.5 .: %e; "says...r.........a :- .� . - w at. "se 101 BEAT SYSTEM 4 ,I• i (A " h . . 11 . tt 1 1 , O - • • mis ..s b u s rat w sWtr ..eras.l�{..M . r.1tt • • y i • AFUS . 78% .78% 88% 78% 74%. 78% 78% ® - ® ® .1�- s. esw..w,.eM..Rtg.�,; - • HSPF 6.8 • 6.8 7.7 , 6.8 6.35 6.8 6: $ a • r ua..e.r gear oft w +.r,� tor the .w.<1.e to w GLAZING .� -_ _-� • •. -�� -: Or *I'. tree - Floor it. 10% 124-- 21% - 21% 21% . 25% 30% -• ®_--ni .e.corel saw .1, r e saseet. � ..... P I -Vale 70 .65 .75 .65 . • . . . . .. 60 . • .... - >•.e.e9..s s y 1«seaeee. . • .50 .45 ® • ••- .. . . Patio* ei .p r e• 4 . N l.aee'.e tlas.rl. ea.c.. $ e : : 0.4.0 . '0 . 0 .5 2a . - ia 0 :sa _ MI �_��1 . a..,. e p ...�..�.e..t..e.w.pu.....sa . . R: Vales 2. s 2. s : • ' • . 4 . . 1."1"4"."1"1".. stews ,u , .e1... 4a. : - . R :30 R -30 - R�30 R -30 ® ® o v/ G's • R 30 R -30 R - 3D ®� 1Pr•+p ea-. ".'"r".4 "I": sw 11it1. „ 1.. • • • yo•• ® ®�m vaulted • R -30 x0 R-$O . 1�3Q 30 R -30 • R -30 ..=ti .sae to. Slat le .toss sad SWI e l ..r bl w,e- • . Z ; : . ABOVE MADE -WALLS •- - .. . • R -15 • = R -15 . R 19 - - R-19 R19 R-19 R-19. = . r l i m 6 s f. ' s- ss a Se .....Yl w legatee is cis 1: ue M dwe �: • � BELOW GRADE WALLS DOORS WLTH.MORETNIIN 60 %GLASS- r , . E°e a , >� • . • interior R-15 R -15 R -19 R -19 R -19 • R -19 R -19 Mill f?D(oj0 ; AI-FINE Ylt� `{L i - 1'60 A /91- *4 �'- 1 0 a .e sw. - m cell lea. ° as ar • , ex R -10- R -10 R:10 R -10 =R -10 .. R -10 R -lo - .. s w u . • - FLOORS ' R-19 R 19 -R -19 - R -1 - R -19 R •25 :R -25 - 7--- • _ - SLABS - R -10 R -10 R-10 R R -10 R -10 s es+.r s.galsre . asls..e �r...as. .. ; e z:. . *< 3 stories - L e _ 1 _ - laf : ' lfr ha We "same as 11-iti bs. eel ..e.1.1 w "sr. •s • ' - ': e.• , ruddy Loo s. L -30 dos sleets ti. aoi edit .1.11 M iaatallM Tr , ' titre tr cordate the terra tae, gray a.e role yeas rimer t.... y • C O N D I T I O N E D SQ. FT. 1 0 X G L A Z I N G k.;12;,....... 2 (E1 - SF ALxAWED GLAZING SK1 UGH KY TS AND S wAds 1 . s ' • tor steals to all s >,a to ha zero. •• as te ..e 1.4.ee %L..we.rt. ..t t • • ' ' I • MAX. HST SYSTEM SIZE: -- m .t c.....s-ye p.sree..er true leas ifelog m w pas zsp.al a kr • WALL BEATERS: COND. SQ. PT. X 24 s � are U.t. ••- .d. rained thrall y..ti. The -teeter .lull feeds a l.tw et - -; j ACTED SYSTEM: COND. SQ. FT. X 27 4 1 W � 1 00 rani a 1 s ti i..p..s both the .�."stUtl .. ` a M SI see be la...e. ` lam . • EAT SYSTEM. Mannlacture>; GARIQtDE 5` -ZAJ -055 • - .1 :p •V�IJfS"Pt4SUti .. Ase,041. row _ 1 - 2 /o. *ID /00 • 0 AFUE/HSPF- SIZS ® BTU ■ • 'VAPOR RETARDERS: GLAZWG % ,. • TO 1 . ! 17. •GO i- . - - ' - • - - - COND ONED AfiE t d $1 r ti d! LZ ' Jl • - • - FLOOR ®( o -mil Poly . 0 Face Stapled Backed Batts 0 Ext. T &G Plywd. - - - TOTAL. TOTAL 2 . 'Atil it.e6. S 4EHAr7tC . i . . - WALLS - b 4 - mil Poly t i Face Stapled Backed Batts a ?VA - Paint AVG. U - VALUE= UA TOTAL, : TOTAL, . - Wl{1A,K .. . o • _ CEILINGS 0 4 - mil Poly a Facs Stapled Backed Batts t0 PVA - Paint {OPTIONAL) AREATOTAL TOTAL 1 Y R - : . - •)--.. _. " i .- -- - - . . sIR TtM>Z • VENT S YSTEM ` - SIZING . ' % . old: F)J. ; :. .. , 6 • Minimum Size = (COND. SF •fSl •X AVG.HT. g X .35) 1 (60) 941 c x ®' -% P11;1/&;... DUvf a Maximum size � (COND. SF !$15 "X A ®G,aT.,�, X .so) / (60)- • 121.00 cFH - , .���.F'Ii�cTLC - �` -, - w •�t i�- " * Required for Additions, Integrated Systems or Homes v/ > Bedrooms. - -_ may • :SUPPLY : ON-SYSTEM- - - - '' - Int - ted- step v , .."' •. • Motorized damper • - ' egra Sy / fresh air introduced into return -air duct. > j' ...... ' R Brill be lnalitdsd. v /no, (Highly• recommended.) 0 0' ..1‘' ' !' CITY OF TUKWILA • SOURCR -SPECTPTC XHiAUST VENT'ir,�pW - • ' • �ww......� - , . DI.MFt APPROVED 1 • r► er war... AL't�71Y 1 • • 0 Intermittent Exhaust - . g44 • ' `. -4 . . A 0 8 1995 c"' ._ ... a ,•,. a. a :-, • Location Kin. Manufacturer Model CFM -.25WG CFrt -.1WG W.Honse Sones ' - AS NOTED "'' 2.11tod3 CFH c Yes /no 'o -4'•' oore.•+.•.. 1 !"� 1Citcheri 100CFM f9� oQN .........e... ae.e,..eee.e _ Bath 1 50Ct?it Qt.) la. 'S CFf4 CPM Yes /no BUILDING DIVISION "'"• Bath 2 SOCFIS. aAaJ ves /no � II 1•S Ut ,e Fib FAN/ «r.�..,... • �iG T ! �n� p�.�t 1 Bath 3 50CFM pD .AN Oa , 5$ CFM CF5 CFH. ' CFR ves /no ...... `'...°."'.... _ Vi 1 I�.,�tT� ®(�+. - J1" t I�N� Laundry 5OCFK c % CF 4 ves /no •°° p ' P ° °� "' w•� p __ • SQCFN • r. r : v .1 w a 1). 4 T17- �M•t_. a - . se CFM CFM ves /n0 s o •11 - - : F N - i . i l 1 4. sat. r-/f J /u&.HT dr,Z Z MiaL.1121111Unnwinivanazm .•-- ..-- ...•- v,a..r• .5.)* widotz .House• VEJ ll-ATION 'YSTeM .• s • 0 Combined use of source IMMO - S. . «� specific lane as indicated above. l ` S M I�1 .. -qO ($4-GR1 1 e. 25) oit FSIzuaN, I "'{ . r - V `" • • Location Whole -House Fan (s). - 0 C t r _ - - wlX{' ..II�I:ItaE:._ R.: MOD�rI. 13 (12St,FNe .25)- nATO Manufacturer Model CFM -.25WG arm--.1W6 Sones +. .. 1NST Wkb la1 ATTIC.. • cPM C s n. CITY OF CFM CFM ...................- ....... � SHEET NO I � v l m.... _ i r-w _ .•, JUN 0 7 1995 �L • :. : » O r-- r c E See . ° w .~°°°.. PERMIT CENTER OF /--• rr! 1 t1Ti n r ittitypi rmrj 1Tr [rTl 1 r I'r -T� l Tf I � ill IT I � 1 b =` =�SN�M - *(W a IF THIS MICROFILMED DOCUMENT IS LESS 1 2 3 4 5 6 7 8 ., -. ,o- pail -- - - - - 1 1� . d2) Y-I - eT w' Mgt. I 24°Mod. 'I' z� _ L j 3.7 TOP' PUT 2g4 Tot PiPie. �g : �,I , " I ,�. 1 \ fil HEA ®ER ----) .:. - HEADER - 4, :.. • : • JS war i'!a' I -.,_L . MAC. PAIJEI- .. < �" I A — • MAC . PANEL tri ;, wr ' NEIEMT - 1 \ RAIL SNEATrdtISG 0® Q 21[111. �f1E1►TnI1JE1 T® � ,. a HEIC-14lT NEADEQ #tl 0.C . IAEADEIC AT V 0.C.B.W. r r �' Q 1....../ � .a � � 1 . 1-2 'STUDS L - STUDS I. • NAIL SIIt ATNtt16. - r • Nr NAL• sal;& -tike P....)I • wv�•TIo1J - \ APA RATED SNEJ1T111P3G( EACH 6TUD APA RACED 111f>, ' 1O EAUI STUD ,1,..LV_Il, 4 f 0 ExP i . la MrtJ. 2l j o FJlTIt ExP 1 �. N 2 - 2-4 BLOCKINE7 AT ed NAILS A t LA 2 -zx4 BLC>GKIIJC� AT } $d IJAtLS AT = AIJ�t PLYw4DO 1 o) - r S• ®.c. Asa. eu+TEs► • :Atli PLf b J • oc aw , ' � - 11 Si o °C. ALL PLATES, AP?ROIED ItOO D -END 111- BEAOI:rs I STUDS APPROVED HOOKED -END j. U Vegas i SNDS �- t ■ • ® WD�D TO CONCRETE WOOD TO CONCRETE • CO VECTORS WITIO , I 3-2, PLATES A COUIIEGTORSWMI J . 3500N CAPACR't iM1 : . 2�00'L CAP CIT1 MI. }I 2-2g PU■TEs • �. NAIL sItEAATtIwy fM gm.. SAF�+TdttJCa I e• $ tkK L�7C ( j () ; I TO EAC{1 PLATE - A TO BACA TE 1 1111m A ye. A.IL - e Itisort IT •- Q ye a A.5. ?' IMBEDMEN T t I A CONTINUOUS FOCITINEt OR SLAIN Et6E ® :CONTINUOUS FOOTINEt OR SLAB 7 EDGE a c! ' o y I - MINI LATERAL , . RESTRAIRIT PANEL 24' i�e+l LA - rERAL RESTRAi1J1' P�11JEL I .XVIDIN - � - DETAIL *1 DETA t L * 2. o 4& NOTE. FOR USE IN GARAC t END WALLS AS SHOWN , . IP NOTE: FOR USE IN GARAC•■E END WALLS AS SHOWN. IF A 2 U C3fz•!a- 06(;)&6 Ft.00 IIJTERVENEas BETWEEN FOUNDATION AND FLOOR IIJTERVENES BETWEEN FOUNDATION AND 3 NI cL •. t!-MIh. BRACED PANEL t •fl . RYWOOD SHALL CNERLAP THE BRACED PANEL t THE PLYWOOD . SH AP ALL OVERL THE fl RIM JOIST AND SILL PLATE. PROVIDE HOLOoviNS, RIM JOIST AND SILL PLATE. ptwslIDE HOLDOwNg, • BOLTS AND PLYWOOD I ML*3EI As SOWN. !F uSED BOLTS AND PLYWOOD 3MUNE% AS SOONNIkt. W USED - ABovE POW( WALL USE DETAIL .6 A ABOVE PONY WALL- USE DETAIL: 4 7 A. Required Reinforcing' . di REVI5IONI 2 -16 -B9 B1 REVISION 2 -14 -9I . A. REVISIOt41 2 -I6-59 ii REVtstOAl 3.-6 -ii Material Nall Min. Nall Sill' Plate type Height Thlckneu Anchorage Vertical. Horizontal Hollow unit 4' or lees •• 1/2• x 10° FI at 4° F4 bond bees masonry A.B. at 6• o.c.. at top, 2 -F4 • 1 pp° at o.c. s at footing top by floor system 6 at Over 4• Mot allowed unions special deuten L. submitted and ' eio ' bot tom by approved. j' r�� /.aA ( mls eT Vns b: Concrete ] ° or lees 6• 1/2' x 10' Sea Nots 1 FJ at top C am/ �%; -`I �! � a.x7/ .0 neo.Dea • to CORNER _4 (under wood 11.8. at 6° Below and 2 -d4 at / ' A/ ' ►Lr wopD e cripple wall f. ' /: :%• cit: c.c. footing 4 , 4 . ` if , - • �°�. . , . 1. ..7. d. puma G supported i 1• / /ACR7 1. ! a'QG e at bottom by 4• or logo B° 1/2° x 10° See Mot 4 F4 at top I. slab )•9 ''—',Jr 1 s7AA, 7u . A.B. at 6• Below and 2.-#4 at ' f 1 • • o.t. footing 1 I Si PLY rrooD 'r I w% s d r o u ® s p q 1 j • 1 ® syo ens 1 T/L AN[NOLs Over 4• Not allowed unless special design is submitted and • I 1 •• _ approved. l J • Concrete 1' or lees 6• 1/2` x 10" See Note 4 11 at top :. i � v i• 4, •osiS Supported at A.B. at 6' Below and 2 -d4 at I' .�' I t 1• on 4. P7S K�TA �loo(L Till suz / op y foo .footing V' . _rues E '.yd/ • (M K _' PT� !w sLOCK/Ns systems ae bottom b S' or leas B- l PLrwooa /own s, ®LOCK /, ,,a 1 2° x 10° See Note 4 14 at top � ! Rrw000 aolN /a slab' A.B. at 6' Below and 2 -d4 at `r / o.c.• footing ' %' • I L 4� "Ill 1 0 . 9° or less - 1/2° x 10° 14 at 16° 14 at K J A.B. at 4• o.c• 16 °o.c. and ~ , (2 i 1 N ® H EADER SPLICE o.c. 2 - at 4 ; _ footing 3 ®HEADER AT CORNER Over 9• Not allowed unless special design is submitted and tro 1 y " approved. '' 1 �/. ' x •g dau as 11 ' 4 POSTS ;.: : ':: I�i' N here there to no slab at bottom of wall as in a crawl space, maximum unbalanced back[ill shall 3('/ Lrwaoo . ...,.s.K be 30° unless an alternate desl n to a �! s7u K ar iri I T he floor diaphrgm shall be copleted before backfLllinq or the foundation wall •ufficientiy we d.MA =ssoo ecwau/Tr Graced to prevent damage by the backfill. �� I s'o e. on � STRAP ,aLOOwNS 4K • 06TS I: � t�p�.Nd2� �N�HoR TI, oA ezi s. This table is temperature and shrink not intended to prevent tom s7u I^ . , age eracke. 1 Vertical reinforcement s �s hall comply with Section 2614(d)(S). (z)zw P.m 111 aT A CAPAC• • 'row wf j I� . cL I I o aACK a F vows III , li :::±:: OKW 1 t S solid block first two joist spaces adjacent to anchor bolts where floor joists are parallel +,{Q RR'A.a I ,, 1 11 ` • han 1/4° a p ap LT �w r. � Iv v aATG _,.. There shall be a minimum of two (2) anchor bolts i- s O PANEL AT FLOOR - ono tbcated within twelve (12) inches of each and of each foundation (.111) plate F . Foundation .. ' � ' ::::2iiiiiiiiiiONY WALL BUILDING CIVISION Plates and sill. shall be the kind o f wood 'specified in Section 2516 (c)]. LONT. FODT.NL AT DODA O+'eJ+.N J �1 ^ • (ONC. /DUN M7ION ♦ . h. /OOT.NO " d Nall height is measured as t he vertical distance from the top of the footin `]- to the top of the concrete wall. / Ar NOL�O.':NS SN..LL aL IKTTALLCO PLA / If the slab is eliminated, a s p ecial des ign is required regardless Of the Ow crKUh �.c(,F/cAT,oH• ... cwD.Nc sTALaw7.oN. 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PLY' ToJ T, 2 S/MPSON A 35 CLIPS � 3"0.c , SIM�'SON A 35 i EA_ BLou( - ro PLATE i PLY- KG - 4/--- ALL SUPpORTEL7 EDDGES S t� 6��o,c. .6 C 2 - 2 x stUDS F /EEO - - -- 3 @ /2"0.G. . CLIP 64 ,aT SC1LfD SLOCktNG � 24 "o.G• �' CITY OF TUKWILA 1 PLAT _ L 2. 1o iSr SP�ice \ = APPROVED 1' A ',l` p z�>= AUG 0 8 1995 0 i r 4 4 11Cot 1. A i A /� t ( F1 WC:. - ` - -- -5 t-iRS o V 1--iG31 Hd12 . r UNE • ,� f W %4 _IOC TYA/ CAL. EA TER 'I C WALL CONS TRUCT /oN AS NOTEDM v' 1. �� 7 2n 4 op PLC r YID t,tuE hex es -� Z/5 l�16 C 4C/cl MAILS (ulv� Ess Or�rERVC//SE nrar ) BUILDING DIVISION • vws /Ig" x 0 "4 a • ` P-' d s 7 SHEATHING : i lz' PLYWOOD OR OS. E3. , E-. �c TERIG /DE & 3'1. "a G. ;4 c o r PL_GKEO , NAIL ■v(// g d Q (� "o c, ALL EDGE A ND ■ k '' 1 @ /2" O.G. F /ELD, PPO✓IDE CORNER Q C- - •� /,` 1 -FINISH GRADE 2. BOLT S /LL DATE TO CONCRETE VI/�� /2" �x /D�,a.B. 's @ (op'GIG. tad': - ° - ' 4 8A R5 �Q -- • / f , =_ 3. NAIL BOTTOM fL/4TE TO FRAM /N6 t3E L.G�L✓ v(///6 F sac. •• - ••R1z. 1 ARs AT a3 8 :' 1 , # 4 2¢o.c• ¢ FA STEN OoLISLE PLATE TV 0 - 0 /5T O ff' eWckfIJG i 8" • . - 1NTEI?SECTIONS --- : B - -- ! It �/1^RT ` � AE3OVE W / l6 d T0E G� (."o•G. OR A 34 GL/P5 @ /6''nG. s m - Jr • ♦ ' • • - RECEIVED ((-�. ' 0I6 " o•C. E.W. I • • I I� I�ft�t` tIl CITY OF TUKWILA �`/ INS/Olw PAGE JUN 0 7 1995 8 4 cOAiT S/ -TEA V/AL L S CHE OUL. 0 • • • -- PERMIT CENTER (i'GLR I I //VO /GATES S/ - WALL WJPLY virt.Y0Q c.t�IE LiDE : se " j; A I /�J To o,4Y1ITE _ -_ - - -- -- - - -- - -- - - - - -- ---- -- - - - 1''. bQ GRAD L T YR • ` .. . I i q 1. - 14E••�1T/ /N : I/S " PLYwGbO OR 0 5. E, , ONE `1 � fq.. f:Eo, - • 4 dPUP d •'. WAIN '1212 NA /L vV t, (-2.,'' 0.c. ALL ED& 3 AND I2 "'o•c. FIELD. • - r , . ilib 2 aoLT SILL PLATE 123 CoNcRETE tx// a5 x to @ 32"QG. • i2 tz -la ittGtt7 - ate) 2rd 11491.4i, , 3 ¢ G o u l' /��� / 3. NAIL �3OTTOM PLATE TO FF?AMIIVG BELOW W /!& °r te 6, AMit fin N.T.S', N.7;S• ® AT £ l IOF� A TO /Er OR BLOCKING SNIT 4 FA 57 N CaL/BLE TOP PLATE T' o �, 1.10 / Q/Q \(/i,LL 4BovF wog. TC7ENA /L_S @ 6 c A34- CLIPS @ l6" oG.. AS €,^ - 17 WA/1 A ASEMEIVT WALL _ _ �o/s7s PERPENDIC JOISTS PARALLEL ! - /NDICATES SHEAR 1X/ALL vs' / PLYLr/oc�7 TWO ...SIDES 111V I TO GOAIC. WALL To CONe. lw.4LL p �` I 1. SHFATNf NG : '/z" t vc Y/Cx3D Cc2 O.5. E. 7\x/0 5 /DE , SLockED, 1 w A V / W,; d 42 O•C. ALL EDGES AND l2" O.C. FIELD. 11 _ ... 4111 IF THIS MICROFILMED DOCUMENT IS LESS � . r ®. d HANDRAIL --\ DESIGN DATA 2X RIDGE BOARD NOSING ONE SIZE LARGER __ THAN RAFTERS °--� ROOF LOADS: L . 25�`/�,F t PURLIN: 2x MATERIAL STAIR NOTES: t DL loo- 5F RISER HEIGHT .� S" AAAX. TO BE T `I TOTAL .3!'..4e, 'SF t p HE SAME SIZE TREAD DEPTH �• q" MIN. � li T 1 AS RAFTER (NOTCH STRUT) Max. SPAN: at FLOOR LOADS: LL 40#/5F HANGER DL I D -75F • 2 x 4 = 4' - O ' TOTAL 50 # /5F ipie44440466. �. 2 -2% HEADER � i DECK LOADS: . . 4 Al g II OTAL 7 FLOOR JOT I % F ,3_;MZs1BtNER6 . (FIRE I' ih, FI CKS z SOIL 2000 P5F /�fstlMls;h X11 W6 FIRE31 oClc STAIRS: ` m CONCRETE: PER UBC CHAPTER 26 -."'''' ONCE IN TOP & BOTTOM D 5 SA, CEILING JS T• OF RUN BETWEEN 6TRIFJSER I �, lu 20 PSI AFTER 28 DAYS 2 2x TOP PLATE ALONG RUN BETWEEN E RE3LO CKETo TO '� MASONRY ; EUBC C 74 / 2X STUD ® I f," O. G- STUDS. 0 MAXIMUM a STEEL CKS /CU YD PER UBC CHAPTER 57 �EARIN6 WALL USABLE SPACE UNDER STAIRS G_1'I/,li �` f1� TO BE 1 HR FIRE CONSTRUCTION wood PER UBC CHAPTER '2.5 vi-- V 5/8" TYPE 'X' G.W.B. ) FYPI CAL ROOF FRAMING 4" BEAM: DOUGLAS FIR f fv = 85 gl .. fb - 1500 PSI Y` NOTES I. SEE FLOOR PLAN FOR CEILING JOIST 6 " BE AM: DOUGLA O FIR F,2 y 3� SIZE AND SPACING. T YP I C AL STAIR DE TAIL = 65 2. SEE FLOOR FRAMING PLAN FOR RAFTER fb = ' so PsI 1 . II SIZE AND SPACING. SCALE 3/8"_ 1' -0" E = 1,600,30 .0 Z JOISTS & RAFTERS • HEM FIR #2 fv = 75 ROOF E = 1 O D L POOFIN,: C7lvtnoSIT17N SHINGLES WW/15# FELT NOTE: VENT PER UGC OR CEDAR :,HAKES W/ IO" EXPOSURE (24" 6LU -LAM BEAMS: 3205(C) Si TARES) ON 30# FELT INTERLACED I CONY. 2• CARDBOARD 2. SHE• ri Ir.tG: r /Z" PLYWOOD WITH ' H' cu , ?JAsLLC) 6" Fb =2,400 Ps' (reduced by size BAFFLE ALLOW t" FOR 0.5. ;d EDGES 12' O.C. Flr LC) OR I x4 SPACED \� factor, CFsKI) I AIR SPACE MIN. SHEATHtNrs 0- f-- I , 2' w. Sd ra7 CONNECTIONS. + ...`_ , 3. USE. S)N1Psw.1 H25 Of? EAUAI_ ON ALL TRUSS ' 17.7► E = 2 psi 2x GIRD BLOCKING W./SCREENED � VENT HOLES RAFTER ENDS. 1;TC/ �� �� i • / Fv =190 Ps't SOLID SHEATHING A- ►-4 PLYWOOD EXPOSED 3 ' FA TO WEATHER — TOP PLATE BE LUX. /� 2 - 2x ' 2x RAFTERS OR HEADER OPENIIV6S ,' BASEMENT WALLS : 2)(4 FASCIA D. APPROVED T BEARING SEE PLAN FOR SIZE • M AXIMUM BACKFILL W/ METAL / r .IA MANUFACTuRER'S SEAL. - GUTTER /- ` -_�.�-i j' SEE ROOF FRAmING LA': f. loIINSULATION PER WS.E.C. o f 6' WALL WITH 3' -0" BACKFILL i -,' - FOR SPAc -Itv , \T- lb" SEE THERMAL CALLS., ax STUDS s OR LESS - 44 HORIZ. id Z4" INSULATION PER THERMAL ►� Q.C. TYP. 0.0 . /VERY. (� Z" O.C. � CALCULATION 8" WALL WITH 4' - BACKFILL j 2X CEILING JOISTS OR BO ?TOM. I HEADER OR LESS - 4 HORIZ. G7 IB" ••! CORD OF TRUSS 4" o. C. ►�1' SHEATH-IING / ® OPENINGS �4 ;�j }" T. C, PL'Y "IJ3OD S iCIFI, 6" O. C. WALL WITH 7 VERY. @ 2 " -O" BACKFILL BRACING I f /2" GYPSU M ?1 SEE PL A5 CROSS BRIDGING �' O.C. M AX. SUB -FLOOR (GLUED, & NAILED) . EACH , WAY. 16" O.C. "o ' f 15# FEL r uBC 25I7(G -3) 4.4 WALLBOARD i OVER o7ULS ,� S EE FLR. FIZM G' FOR DESIGNATED SHEAR PM/ mi PLAN (SIDING CON0. OR LESS - 4A4 @ 16" 0.5. 1� ONLY). EACH WAY. SHEATHING rI* WALLS 2; 4 GUSSET l' • UBC 2516(6) ��i SOLID BLOCKING EA. SIDE 1- �1 ax PLATE ►� TYPICAL 2- 16d NAILS I ' 1 �, INSULATE SUPPORT WALL 4:0 TOP W 60TH SIDES. TO FLOOR JOIST. & :5EE � � A * i l I t I ' I 11 @ r 2x P.T. SILL l ANC, E E Pn �:_:aw FOP. ._ �) T RIM FLOOR JOIST AND PLYWOOD PLATE BOTH POST �/ ► _.I _,r�G. BBL. C _•� cLOOR (CAP,ITILEVER �-� r � I PAR "�'.,T Ui1DEP. �� ►3� `' %♦�� yy��}�'�y��, plio PAl?ALLFTIOtIS. I_ BEARitdG ...6-- WOOD SIDING KETAINING WALLS TO ESE `-- GRADE: SLOPE ��. 4 i/ I- �JL�JL TI (SHOWN UNFINISHED) SHEET FV0R MPO ED). FOR TNF WADS - �rP AWAY FROM I INSLJL. 'ER ' ii' Al, BUILDING _ , ; ' , pal — I /2 ' X i0" A. B. — - II THERMAL I CALCULATIONS /A �I 0 48 " O.C. Si '2" POST/BEAM FOOTING FOR : - CITY OF TUKWILA '' 6I F c ' ( 6" WALL b " x12" FOOTING APPROVED _ CRA 5 �� A C E ROM 1 4.5 i STRAP SIMPSON 1 2" BELOW GRADE >.>' 1I��w CRAW j� EMBEDMELIT M. 66L di 66T C� L POST BEAM Z SPLICES OR 8 " WALL - 7 X15" FOOTING o f - r im w. I a l SEE FDN. PLAN 3 .#4 CONY. TOP & EQUIVALENT). — _\l — 18" BELOW GRADE AUG 0 8 1995 1 v ' � � �ZE N �� c° rhi • . • • P FOR .T. W P 7 8OTT7M OST m \ I O" WALL - 24- ' x BELOW GRADE AS IVOfEt) v J 2J =II tS LESS THAN 8 90# FELT Q CO SF_F_ SCHEDUL x i � - 4• POST/ STUD BUILDING DIVISION 24;(1,1.=-1 - - I ABV. GRADE II IF POST N OR 5PAC!rJG ' WA LL i �� 1 Is a" f SV ei I;'2" x 10" A.B. - - , I ' -4" C S O N 2 „ � R DE MIN. , I t r I %� DIA. p 4g" O.C. & �m� ", RA✓EL ' hr 1 EY. SEE RI A CHOR PIN I 7" FRONT ENDS ENERGY NOTES .• ` __ --- J I 4% COURSE G =II ---,-----#446 4� V BUILDING TO COM WITH I 'I IO 4 "� TIGHTLIN �` • SCHE DULE FOR 1 PLIN BLOCK tAlT° I �CN4CCQEI�E ENT • " WASHINGTION STATE ENERGY FOR D.S. POSITIVE •r 1, X �� I I SPACING If 2" TYP CODE . 1 = ^ PE - )LI1RE , U RECEIVED DRAIN To STORM • . _ 16HT SET BACK ,Iml 1 s • ' INSULATED GLAS 4 Y M IL i VISQUEEN 1 d1�u� I ' I CITY OF TUKWILA -- - } it �t Q a I - 0 ; ' I ► - - _ II ..,._. � � J I � - OVE N • n / / /!//l/// /1 t,. if l Z07/ fWJ !_ _ _ T HERMOSTAT VAPOR BARRIER 1 ,- -� to a p C I JUN (1 7 1995 #4- STUB STEEL PIN ANCHOR .'`). 'M ILN/1$ :••• IN SULATE f.. II�1�1 =.1 _ LIMIT SHOWER To 3 G.P. M. # A • o PERMIT CENTER OR STC- SIMPS0N CUP W/ 1 :2 M — •' ��' J • ; R - \O CODE I I I:� I7aTG , STEEL HARDENED NAILS TYP. • • °. • R .•... .�II ' FRAMING: SLOPE RATIO 3" S ..•. 24" MIN 11 ALL FRAMING IN ACCORDANCE X445 • DOWEL .� , ALL PADS / ✓ 0.C• : HL/I CLR . ® 32" II I _ WI (TABLE 25Q) UBC. 1g89 ALL FOOTINGS TO BEAR ON 2 - #4 CO. NT SEE FDN. PLAN `'• • • ''_ j WO FOR PAD SIZE LE F1P,M UNDISTURBED - SOIL 7" BELOW SuRFACE T - - • C3 : p I EDITION. 5 TYPICAL WALL SECTIONS Io12Icalp IN�I4L #..�. 4" DIA. PER!". DRAIN TILE SCALE: 3/4' = 1' -O" SLAP WITH CLOTH AND GRANULAR tt COVER NMERE REQ'D. ® J .___ ,, ... . .� . .. h.. l .. >::i> -.c W ., - ....F �.. _.,.... .- : . .. .- tY. F.fiv..s...> . �. ..s _...- +C+.- ... -.�- 4 ��3w - �m-- .,- ._+aJ. .. . n Ads. r.. > FSw..s....,. -a . ._ = IIiIiIiIiiiiII`III(TiII irl�Y� Tfil�m��[�� '1111' I _ _ �.. =— -- . ` " ` ; . , T F TH T S MICROFILMED DOCUMENT I S LESS FILE NUMBER OR NAME OUT EiZ - rOf 1.-:Ts 15, v x-17 L c i 5 - Q 8(p thi -0187 4- 5% DATE OUT TO FILE NUMBER OR NAME OUT OUT TO FILE NUMBER OR NAME OUT See Plo. 22300 SAVINGS, MN. — LO3 ANGELES — LOGAN.ON. — McOREOOR. TX. — LOCUST GROVE, GA. U.S.A.