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Permit B95-0083 - MARTIN RESIDENCE - NEW SINGLE FAMILY RESIDENCE
„, BUILDINJ PERMIT ,...,=•... _ APPLICATION CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 - I C' DESCRIPTION AMOUNT RCPT :# DATE (206) 431 -3670 P 00 l2 BUILDING PERMIT FEE`: ;;< xQQ PLAN CHECK PLAN CHECK FEE Q(') NUMBER . ,d �� BUILDING SURCHARGE : ' , APPLICATION IVIUSr OBE M R ” 'w•i!LLED TO UP`. COOK ETELY , :.;: .. TOTAL 1) <,c1 . n SITE ADDRESS SUITE # VALUE CF C - $ PROJECT NAME/TENANT ASSESS ACCOUNT # mo\ - k inn) II 55 7 q;,0 - o� coo -- 0 TYP OF - "New Building u Addition Ten provement (commercial) ❑ Demolition (building) WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other: DESCRIBE WORK TO BE DONE: / I oi p l --- 5c 1 d 60 1 1 BUILDING USE (office, war house, etc.) ' I(/ 1c..( NATURE OF BUSINESS: � � WILL THERE BE A CHANGE IN USE? 111 10 - ❑ Yes If Yes, new building requirements may need to be met. Please explain: Cj1o4 L (o . L{� `,.) SQUARE FOOTAGE - Buildi g at T a nz nt a s :,, Area of Construction: t,, WIIL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? EJ No ❑ Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: ❑ S•rinklers ❑ Automatic Fire Alarm S stem PROPERTY OWNER --- l' ' g -.A-- , , l NU PHONE v-6 09 ,c ( ADDRESS Sa1 b ,co (' co S i (/1 av » /4' WA L ZIP 9� e CONTRACTOR / - 1N1 PHON irgA pc/ 7 ADDRESS ZI 0 , x o "� Klwe s4ei 1,0 . � e3 4 1/>, WA. ST. CONTRACTOR'S LICENSE # O _t • Ol i EXP. DATE ARCHITECT II PHONE ADDRESS ZIP 1 HEREBY CERTIFY: THAT I HA ;AD:AND. :EXAMIN D: APPLICATION AND, KNOW::THE SAME TO BE,:TRUE: AND CORRECT A • i. • NV AUTH+ RIZEM T e . P.PL .F 0 R T1IIS .PERMIT; . BUILDING OWNER SIGNATUR �� / . / DATE pJ 2 2 9 PRINT NAM .• . �It OR � . AUTHORIZED 1 �r l ` / PI t '• ' PHONE C ST ?PC( AGENT ADDRESS 6c ID — `�li / (p ___U `'71 CITY21 I (p C CUB C bo, CONTACT PERSON '—`% t .�- i � PO PHONE ( " 1 /6 O Ct ?C / 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 revers' 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 Unifor '.. '+; .f: •.1: its 4'i lion). No application shall be extended more than once. If you have any questions about our process or plan submittal require i ease contact Vie Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED (n]�� DATE APPLICATION EXPIRES Qs —1,7,27J 4J ``''s CITY OF TUKWIL" *' rr � Department of Cd ,,munity Development — Permit Cen b � v 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 , ts`oa "' (206) 431 -3670 Building ermit Application � r , .. �t ; � �p PLAN CHECK PROJECT NAME NUMBER Q■r in , -- i m cst - h l.1 et Chr l ln.Q._ Qn SITE ADDRESS SUITE NO. [ I_I S cM5 5305 SG°+-oe W INSTRUCTIONS TO STAFF ® Contacts with applicants or requests for information should summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. �► Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. DEPARTMENT UAT IN REQUI REMENTS /COMMENTS ,.. BUILDING - - 3d � 6 CONSULTANT: Date Sent - Date Approved - initial review �'a�q5 R•UTED FIRE UM= FIRE PROTECTION: • S•rinklers • Detectors Gj N/A ___ 1 1/3 INIT: FIRE DEPT. LETTER DATED: C y INSPECTOR: 572_ � i PLANNING ZONING: 1BAR/LAND USE CONDITIONS? ( JYos I_ )No REFERENCE FILE NOS.: INIT: MINIMUM SETBACKS: N- s- E- W- PUBLIC UTILITY PERMITS REQUIRED? (J Yes [j No PUBLIC WORKS LETTER DATED: WORKS 1 INIT: WiinilillEYFAINIIII M s�['i i�/rr OTHER INIT: BUILDING - TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? UBC EDITION (year): final review INIT: °Yes [) No BUILDING OFFICIAL INIT: REVIEW COMPLETED AMOUNT CONTACTED OWING: -_ DATE NOTIFIED BY: (Init.) ^ 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: 50 -SO (Init.) Ot /Odro3 k. Instructions: E. ` 1) Carefully review the requirements of each of the options below. Choose an option that best suits your :,k dwelling design. Glazing percentage typically determines which option to choose. Your building must • E. match the selected Option requirements without exceptions or substitutions. '0. • :. :2 •.aX: iit 2) In the shaded areas'on the pa that follow, make checks in the circles next to the requirements of your It Option (the Option numbers are in paretheses next to the choices). Disregard components or equipment y that don't apply to your protect. Your permit will be processed more efficiently If you provide all of the »¢ >< requested information. Department staff can help you with general questions about this form. Can't comply? If none of the Chapter 6 Options are acceptable, consider the Chapter 5, Component > <' >: Performance, Approach. The main advantage is flexibility to Juggle Individual R and U- values as long as a n • overall maximum value Isn't exceeded. Note that the overall thermal require meets of Chapter 5 are no less 'f«> : stringent than Chapter 6. Calculations may be performed with a Chapter 5, Component Performance gig Worksheet, or by using an acceptable computer program such as WATTSUN 5.1. Nii �:r: :if }.::•:: J; < >: s:Y2:yi:{J:.'<:Y: <i';:g ?.,..:.. X.Y.. • :.r:,r,::.:.: >:;•,. , : {. >:.. •; .. .,... +..........�.. .., .n:x........v.. k.2Y:F:Y:Y.•Y,:3: •.T•.ir.t •:....: ..:.S k... r. r ..: ..Y •; •• }:;: •:? {.:J;: •; Y;:• JJrJYii::• J:. v;• x. i;• t:;?:: y... i:.: v4i•, J.•. Yyi;• Y••:: Y•; a;:•;.•:••:;• Y•••:•;•:.;::• t: 4> Y:: t•.;• Y.:: t• y••}.;. Y..::.: •.w: {�... {.y.;„..::..a; {, }....: • <:.:tr:. .:ii >'F .... . } r..........3.n.....:.. .4}:!af rY, T .rY. n.v.,.: r. :<.5..... ...h .. Y.... }, a $. .. r... )}..,.:}., T :.Y• >} TT, r,.. FS'•S?: %;y`:<•ti: }•'b:,, � .. . :.:.:a: r..v: •:::>...::• :•.,:.: ...a,.;.Y•.,.: •: n.::::. .r r v::.} .............:::::::::::..T : }:..........}.r:3 }::: } :n.,:a.. ...... .. }�.: .... f.2..:3. .?,. ... ...... ... .}.«.: k {•: Y..... r.. r. ...Y.::. :.Y }:. r.. .:..: v.,:: :Y::::r..........<.::;. +.a.:.:: r...,:.:..... / ..........:.. }... :.. ... 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J.. { ., : >. }�.. .Y.. } h Y Fi:Ea ; x }.Ein iti2:},. » rnv:3i }rr:v: ,,.n n•: r: * }:..... rnv { ; n..: ,:5. ?•>.,.:: T::2Yi <' {•y } } }:• }::... , ; .. r..: . .. C; .. }..........:. ...5: JYr: ; p<v:. :.:: <v..:' ...:: .. 2 »h f.i •::';:;{.kiy,•.`rf >:}f };r,:r:O; };Y.;''`.`•: }•:• }••:; ? :. )k•.Y);t}`�'c.;:'•: %i:£•� ?'Y•.J, ?: 2'•:5E }•: if' '}� {. {. :: ,::. ,:. .v::; . •• * nr.. Jar•••••• : n ------ • a?\.S.v}..�:•:. r.vf...{?:.T:,... .n ... . 4'a4i }Y; %•3. \ ",'. S .: r .... :..3..r `i A „Y .rEY,... .,:5. •• �� �� ' - � � -`� OPT VI OPT VII ���'�� : Fi:;} Ya'<'n >Y4: i'S2ivi. ' • .. - :'•� y. :: { .f : :: :3:3' ?Y:::{$i.:E 9F :::S r F:: S 1 S is < : » ??:< i . : E: :�.::'; ; s? < : OPT I OPT II OPT III OPT V OPT V (s 2 toe (s2 stor ies) Plan Review 4" : .: +.: a•.ir. 0 0 0 0 0 0 {\ (For official use only) } �.::. , ..T.v:2; >y :: { :<.J:.} :r.Y. : :.: :St }.: ra` Selected { {:: HVAC AFUE *<�� 7 8 .78 . 8 X68 < >' .7 �> 7. ec ed 0 io n Is Y. {.: t Option Glazing x: ma }Y:E ?78� 8� appropriate for this <> % of floor 10% . 12% 21% 21% 21 " /0, 25% 3 0% : ,.,, dwelling esi n. 2 9 g U -value '''''07 0.65 < 5 7 . • !'0'�6Q'�?> 0.50 < >04'�?> , YES ❑ N 0 rj I Door U- value > <:p >a0 . >; >: - :� . 0.40 �? 0. 0 40 0.40 Q 40 0.40 0.40: } ;i. : Option _ may be a (R - value) (R 2 5) ; (R -2 (R 2.5) (R -2 ( 2.5 (R-2.5) (R z,5) >. better choice, { {:. 5 .. Notes: i Ceilings: with attics <::; R0 R-30 : R R-30 - vaulted R -30 R - R 3Q;;; R -30 ' ::: R30;'::'' R - 30 R30 } 1 y. if Walls: b v a o e grade =1 <> g ;<'R -19; < R -19 ::::::::.1349:;:::::::: R -19 s;<�Ii >k: :::: > <: � 1 below grade ::::.} , r >. • s interior R-15 R -15 , :i':::::::134.7.1.9.::::::::: R -19 R - 19 :. ; R -19 R - :19 ::::A exterior R 10 R -10 R 10 R -10 R 1 0 R -10 R 10 - j4} N {: Floor or }: 1.9. . R -19 ''R R -19 : R t 9;'. R -25 R25 >:;::;1 lif Slab on grade R-10 R -10 R 1A R-10 R 10 R.10 R 10 Approved by: F F. . •i`:fi•:i ?•i >i "F ?fi ; }:...� :: f<• o} Ya: 4•; a�tt•y4:3>}:YY:::ayY:•;.{.;� JY:�fYYf }:ifi:i.i }:: ... :•: ........ :; ... ::....:? w::: x: 4Jr iF:• y}:• Y: 4, v . \....: ?..... \: ;rr1 }f•,v,?.Y .....k :.v : ? {<E•f:.:a:r a.{ . '.:: 4 }f;:f: ?t:.;.'•:: {f3: ? ?: }Q:f:,; ; n ; ;! . .: ...C. v}..... .: ...1...... ..Fv :kr.3: v; :; }: x:: •}i:'.Ar }: }:.; :::. : ..'r..: }: nv: r:::..v:::::::. _: nv :: : .::::.... ... +r.... n.... :•: Y.. ...<: a....•:.• }..v, } {;.:.:.a_ ia}......:....:::::::r Date: �``: ... Footnote 1) The " a " s y mb ol means more than or equal to; " means les than or equal to. M. 2) Glazing trade -offs may be made If the Option U -value requirement Ian't exceeded. <y.� ...: . }. }•.} }:.: ?.; } xtai.. :::: :. a :: ::: : :: .::.� .......:.}:: ::. }+ . } } '. : : :; : :.. : •. i : ::. .:... ;:g . y . ; , J } .::. i ::: ........:........ . n.tY.: �.:::::: {•:: •: . rY...... ...F..: •::: }:•i:'i: v; { r. x.. C• }::ip /t{3'...: n., f . v n• .v:: . a �{. n .:., +. r: rvY:4i } }.L4:• }.Y.v: : ?F }F: i2.'•: ;OJ};•Y:• }: ?•: ? ^ }: >..'f. {T.':: :.:.:•,•. ?: f: ::: •..: n• i' {.1:,}>.:tiF::: i::.h } :.:v: :: •.: <r.v {. ,.,; ., . } r :t .. : v.. . : .?. r •:::::........ . • R " '' ... r.... r?. t:. Y .:.....:..............:.......:..... Y.:. r..::. E.. i.:. r... a..,.; tf• ..:. a:..::...:.,.} na: r.<:Y. n•:}.. ?:...:.::......... :,. , <!:a....,..::::,: {Y•:... CITY OF TUKWILA Page 1 of 6 APR 1 1 1995 WEES/NORAD /APR 8, 1991 PERMIT CENTER 1 , COMPLIANCE REQUIRED, Igo egg": INSPECTION IMPORTANT: Supply information in the shaded area by checking the API)ROVED Ey appropriate circles. Disregard topics that don't describe your building or equipment. DO NOT place checks in the two left columns. INPRO1 EJ E IJSIab Insulatlon (Table 6-1, 6-1) shall be R-10 and Iocated on the: . .. o A. Exterior (See INSULATION INSPECTION). . .... . . 6. Interior extenthngdownward irom the top slab surface toIts undersurThce and .. horlzontally under the stab for a total dstance of 24, or ........................................................................................................................................................... . . . El El 2 Radlant SIab Insujatlon . ...................................................................................................................................................................... CD El 3 Bel ow. • QA. Exteriorand rated R-10 ( See INSULATI OR 191 (See INSULATION : ' FHAS El E JTherrnaJ ................................................................................................. u nconditioned §.0.0pf.4..thepVteditOlti.W.:,::::ariiil:::eXtend..:f slab to the bottom, then underneath loward.the condltioned space for a 24".. . Ej Rad..Cf1J.:FyeqU1!;.erii6ti#:::d;(IAQp;i:02:t2i'.•::502A16)::,:..eheltbe::;if.tet'il:itV‘i)5tiCti:fhefCtI6Wtrjg.::fO::f:CtfeCkfidi.i.::: A. Net loundatlon venlilation area is Iess than 1 FT2 per 300 Ft2 01 crawl space o 6. Fouridation vents are c losab l e. o C. Crawl space acts as • a supply, or return alr pienum. . .• •s\ WSEC Foundation phase requirements: Inspected by: Date • .1 - • Ej ED al insulation baffles shall be placed in attics/ceilings to maintain at least 1" ventilation space and extend at least 6" vertically above batts or 12" vertically above loosefill insulation (S. 502.1.4.5). • . • ....•,...•.•••• .•• • •• • •.• • CD E GJazIng ef flciency .................................................................................................................................................................... .. . „. ...„. • • • Symbols used: = equals > greater than < less than A greater than or equal s less than or equal . . .... . ........... .... UPDATED APRIL 0, 1991 Page 2 of 6 1 INSPECTION IMPORTANT: Please supply Information In the shaded boxes and check the APPROVED appropriate circles. Disregard topics that don't describe your building or equipment. DO NO Eplace checks In the two left columns. . D D 0 Glazing /skylights by type (S. 302) ? See the Washington glazing directory No. ( Manufacturer Frame material # Layers Model # Area (Ft2) Uo value Tested? <: J Ply, i �� V AA 1 Q q� D4or . / O U .. O Y es, 7 Pi 11 pS o►tv4' q( Sari _ /y6 U....74,_ Yeses::.` .2 j l k- 1 1 fQ ?/ /'iC' ,- o,,0 U.� /9 Yes Q" (I ( iv lc 1I 0 / PIc{vtr< 36 U. Yes rj"jj` h i l t S (( 1 f J 9/ S /idl rr o� n 6 U.9 Yes, ' l I II 1 11 S /( Ql /'Ic4itr( 3 U . G/ Yes �' '` Pk; 1 i PS cr l/ ,2 q A f a(-/ U. G 1 Yes. st U. Yes Q ::<. U. Yes Q ig • U. Yes Q Q ED ,() • S 1 n g l e G I a z I n g (No more than 1% of floor area before doubling, S. 602.7.2) U. Yes Q < :J:':::: Type: No: Area: X 2 U. Yes Q : : Type: No: Area X 2 U. Yes 0 :: D o n I U n t e s t e d Glazing (Use only default U-values in Chapter 10, S.502.1.5.1 (4)) Type: No: Area: U, Type: No: Area: U. TOTAL GLAZING AREA (Add entire column) A G AZING AR A d e l e Cl El 0 M axi n IIoWe :d glazing area( 602,8 1) is derived bytaking the the a(,gla l g area 0 c4 of t"t2 and dlvld(ng by the total conditi floor area of 1•t2 >:: Mufti :.i :::this: :number b 100 Thi value can't exceed the glazing` e r ce. n ta g e #.or .o up sel octed o. ..tio.: (� s 1 Q %o (option) 0 s 12% (Option JbY � g s 21 % 111, IV, V) 2 o': .: 5 o :, .. /o .0 t lon: < VI :i::J:;:J:< >:: >:<;:<:% <:> : :30./. O iron' }VII > <}: : :.;> F: : >:::;:;; }:<:: >;::> }:; :F >;;«:< ::: >: >!::: ::: D D ❑ insuf ficient U values sh be 1ustifletl#by Mfr..;t report, s D D CDGlazing alr leakage(S. 502.4.2 (c)) measures shall be met as follows : 0 fixed site built: stops with sealant. L operating site built: weatherstripped with closer ❑ D 14 Concealed Insulation shall be placed: ❑behind shower /tub ❑behind partition studs /corner J (C D 1s Standard alr leakage (S. 502.4.3) caulking is complete and installed in the following locations : --- 0 between Sole plate /subfloors ❑partition stud penetrations 0wiring /plumbing /duct register penetrations ❑ light fixture/ flue penetrations Page 3 of 6 Prim joists /mud sills (heated lower floors) El around window and door frames • INSPECTION I MPORTANT: Supply Information and check appropriate circles building In the APPROVED shaded boxes. Disregar top ics that don't describe your or equipment. h1D`O NOT place checks in the two left columns. % fF •S•{'<�:3:4 i }psr"^.5:� rY/ • y ; ' > > "i,} ^�•�•(4•"Y�"� "` : { •; g � ;• • 2- 'r`f!>�� : f.: 1 >skr ... ...: t::1 CI is Exhaust ventilation shall be provided for each dwellin unit as follows (S. 302 ): >: location Minimum at .25 w.g. Mfr. /model Fan label CFM(.1W.G.) 100 CFM >` Kitchon fan Bathroom fan ) 50 CFM �� .". C i�'/4 Bathroom fan(g(�,'Ai ) 50 CFM �q,r� ,S e /?/� Bathroom fan( ) 50 CFM Laundry fan 50 CFM 0 50 CFM (1 -2 bedrms) i Whole house fan* ( 80 CFM (3 bedrms) (choose one) 0 100 CFM (4 bedrms) D .• "Whol© house fan: also s erv e s as a kitchen or bath .spot fan 0 Ye 0 N ; 11 a s f an is d as a whole h ouse fan, the capaoity sh b the larger CFM .req 0 E CD Whole house fan: location Sone r (s 1 5 If attiofan closer: ,;than a ' •to c O Whole house fan Is listedllabled "for Con un u se" Whole house fa n wirin fo c ontrol routed to c lo Whole house fan s hall r un co ntinu o u s ly , Kit r ate 2 5 C FM Bath &laundry rate 24CFM [� p Integrate fo -air furna vent flatf a rf (IAQ Coda, S 3 1 (b) & ha il be used with a whole hou f an in of esh : in lets in the bedrooms : fifes o I� 11 yes, a 6" outside air fr ine l t duel w/ barometrio d am p er l i m ir ig he y entiltion rate. ,35 50 ACH, shall run 1rom:the building exterior .to the. furnace return plen Q = ep Mechanical ventilation fan ducts shall be a 4" and properly sized usin IAQC,Table 3 - 1 := 1 D [] F res h a l r' shall be pr o v id ed fo e dwelling .unit as;f oilows (1AQ e S 30 6 1) Ea bed Te soreened, c through w Cod a ll p orn , ( 4 Sq in,) io th exterior, O ?iivin area On Wall port a s s peci f ied fo bedrooms OR C entral torce :a ir turnaoe w d outside makeup ai rthrough the ducting s ystem is =I 24 Re li fixtures( 5 02 4 4).6 .hall c omply w /o • or mo of t he tol d ing, g O IC rated, with no s lot s or holes m cans cad:or s ealed b etween can and ceiling O IC rated: withaab1 tif y m g 'an AsTM 1= ulke e st ed airlea 2 0 CFM Any U L:listed fixture enclosed by a 1/ gypboard box or;o m box. • w/ 1/ ";clearance to.combusfablesand 3" clearance to .insulation 1 WSEC Framing phase requirements: inspected by Date J Page 4 of 6 INSPECTION , , , ..•.. • • APPROVED IMPORTANT: Please supply Information In the shaded boxes and check the 7. appropriate circles. Disregard topics that don't describe your building or equipment. DO NOT place checks In the two left columns. �yf,]�y � :w� !)yFy. { &'s ❑ ❑ @Exterior slab Insulation, if not located on the Interior, shall be R -10 (Table 5 -1, 6 -1). ❑ ❑ Qs Interior below -grade wall insulation, only if none on the exterior, shall be R -10 (S. 502.1.4.10) 7 c r. ssio.nE. o.i < :,ab a ❑ ❑ Wal ; .ln..ludin ; C.irn: n(sis• :sliall:. a.<�nsuiatectw > com .. e..::.::..:: t:.:..::.. 1:.:. .::::..?:::.:::,.:,:. �::.:::.:. � o `V U1 a o . : o.:s dab a At ::s <> s;::::•>:;: :.;: ::.: :a>:•f:t:• :,::•a,.<: : 0 ❑ Int..,t'lor.b:a<iow��: ; t ad: e:< w :af[;3':shail:b: @: #bout > :ctim r' 8ssi. 0 tl; t:.:::(::.:..: C � ::..::::.:: .::.:::.:: :::::::. >a:.<.::a: � �;.; j.:::: �(;.:. pttun i<.: �.):.:•.;•::;:.>: :::.::;.:,..::::. >:: R k.(Qpt4. :: s:: 1. 1; AI;:.: i.:M::.::::I:.: :::............ ❑ ❑ ©1l.auite.d:.cQ.il.ltl s:skiall be Insulated;.wi ##lout com ressloroi7at3Ce'£;~2)R 3A (AI Qpt on } , :. ❑ ❑ Qo Skylight wall Insulation is installed and equivalent to the required wall R values above. 7 1/. or.:..:re.t der.• :.shat tl' d< "r h u faoe: >as:;ra :rese.nted.b.el4 +i':.5.02<'1.6): ' >< 0 ❑ .. .. .. :......:: � ': >::: >. >:.f::;:::<:::.::.:<:.; : : <::d:::; :: � i•: <;:i• ><:.a::::r::` `:::: �:':::::: z >:: ><: ;i:;•ii y;: >::. >:: >:: i :::. :::::::. <::: .: Pa . :: iastic: 's 4avl :: >>_:: >:<: » »:: > ; : . ; i <:s : : u r @s<;ai 2:.:,�0..6 1. at# o.. n>>:: ��:::«::> �:<: :: > :........................... • ................ s . >:. Nvt: @ ' u.tred: • en #il.at on aca. a..e .a ..:.::: ,......:...........:.:..::.:::. tie> � • >:4.. I . . ..:...:.....�.... : d e out:.: « >:.::.:::. >:> :.: >•: >: a , H .;... ., ... .., .. .,..,... .. .. ,:' • : °b'�'� • "etas`a'e' resented. . l .... ...... ❑ ❑ � 5 yst:ernefttclenpy,.a tad ❑ ❑ ,. H ea.t > .. s:: tl: c..: e: n.....:.:: s..:. a: l:: �. s.:► nat::.:. n .....:::......:::::...: Q:,.:..,: �..:::.:.::.. F?:.::::::::::: :::�.:.: :,:::t:::,..::.,:.:.... }....... :.:..........:,.........: >.;:;:::::::.; >•: >:; ;a : lit s .stem ;a lr.: ; :source..heat. urrip 1-1SP 6 6, CaP :; 3 i :: s :<::::: >:: >: #: >::: >:: � . i Furnace and heat um :; r. a::i; i:•::,:.i:::< Sin ::..: acka a.,.:el.::.,,ou.; ce :h eat: : um H :::::.:: ::: : .: .:.:. :::::.::::.:...: :::::::::::.:.� :.::,.::::::.::::.:,:::::......::.:::::.:.:.. �:::::::::::.:::::::::.;•:;.;::::;;..::::.>;:.:.::.: ::::. ::.:::::.,.:::::::.::. :: :. Options may be change ;. p Y Water.::;:so.urae::heat::: um ,:.. :.: z ............:..........:.................:::•::.:: :.: :,.::::.::::::.::::.......:• before July 1 1991 ID is >s. >:«: ><:;;> ;.:<.:<.;:.::: �:.>:<::.>::::::.;>;:;;:.:;;:;. a:; ...............................................,.....,................:.....::::.:::::....... ...............:............... ;Grouridsou c ...heat. um' ..� .F!. . .3.Q ........................... .... >:..... a Ee E >' • i as l . ed:::in::the.G . a... .. . �. •7 {Opttons 11 IV Vi, V11) .:i.: <:,: a 88 ,.:(.Opti�n::�.:�:��<> :<:::i�• >�... 4 { , pti .:.!?t >�: # <:: >�:`:f•.:....:.. ❑ b'u' !)'n<h:e'atfn' s <s hall >..:ay.;e;lnte:rmiten#... nl ... n ...............,..::.: ..:.:::::: ::::::::::::::::,:. ❑ o Max:Im.um: :.heat:i�n :,:s st.e:m;;out u.t 1 50 %,of 0 0 � Y p ( � 7 e 5 t3.. Ulhr. ou m .may e.xceed.<150°%of DH i >'<<: >: #: {' H.i h aiff f nc .f.o :oed�alr•:fur..na G 0 T ut...a .. a ..... ....�. 1. . because: .< G:AMA listed A,F is; :78 � 1. -per each. 5000,BTUIhr output; that It. exceedsi the :DHL. r �WSEC Insulation phase requirements: Inspected by: _ Date ❑ ❑ a nve lope Floors shall b insul without : and w th supports 24" p C to. . QH19. 1, � 111, V }. ::� R25 (Options : :,.: ;Vl.ay::: :• >:; :; >:::.:;;: :;•:; :.:::::.:: ❑ 3s N.on vaulted, attic:.ce.ii.ingsshail be insulated ; withoutcompressiont4;> ?;1 < > : ❑ ❑ :.. ,.. ..: ... ...:.....:...... See Table 6 -2 R..3,0. q tlons i, 11, 11.1 IV, V, V ii . R38:( Optiona I) < < I> >.::.:..::.:....... :.:::; >: >:... • >:,::;'..::.::.:. 0 ❑ ❑ ® s shall meet � IJ 40 (Al p n ) Page 5 of 6 e COM PLIANCE APPROVED IMPORTANT: Please supply Information In the shaded boxes and check the L! appropriate circles. Disregard topics that don't describe your building or equipment. D.0 NOT place checks In the two left columns. ; . Ei 0 BExterlor stab Insulation, if not located on the interior, shall be R-10 (Table 5-1, 6-1). 0 0 @-_-.) Interior below-grade wall Insulation, only If none on the exterior, shall he R-10 (S.502.1.4.10) — ,...:................-........:...,.. ..............,.............................................:.....................,......,....... ...,.........,. ........................,...........:...,...,.....,....„.......,...:....:„............,...,...,.,.............:.:.....,.........„.........,.:.................;..,..,.........,..„...,..................„ El 1:3 .' W4:4#4,'::ifh:q1C.iqii.i.g.'::'. .10.10.1.0.w4th.6ir.b6,1400400.::wit6:4Vtomotdiok:utfat..4(0:it,41.:iii::::.:igi::::::::::::::4];:;:igiginin:::,:olniit:::::.; . ; '''''''"0"'"i4"'(di3ik6": 11r iV"VVP. Vii)''"."""''''"""'""'""'F"'""'"'""""'""'""'"'"'"'"''""'"""""""'"'''''"'""'"'"' .,.. ..;..i. ,.:7iV ..... ',...- .. . ... ...,..•:,:X::..i.„.M....i,.X,..i.;S:::i,::::0:•:V:::;i.M.U.,.:::::,W.::::i:'.:1;;;:.:.;1;:.: 0 0 Egj.! !....1:..00.;r.:. ii;.§01:!*::::16.fk.d.'8Eliii01.t:0!fial (ili:Eiiiii'..i.Stlit'6isit.wittioi)t:::.00tnptOS:OfOi.ROAt4.4ijOiggiNglible1111Set •::]i.:•:::::.: . 0 0 .,t11::Mii.U.)...0.A:O.:011:ti...111::$hallJ:b010$410.#401A01,4OutCompre,:isior4O::::(7170.ble.::02) ::::::11440:::(Aft:.iptioii::::g::::::.::::::::::::::mg::::1;ini:: 0 0 EjSkyllght wall insulation is installed and equivalent to the required wall R-values above. ...................................... r- El ID Vapor .'.. .'.....':::24fiii::4,i.*:..01f .:..'b:'(:,'..i..6:4f.'4.t.l:4:E1.1•i4:4idii.i0::W.r*.gU:'ii.04i:i0::iij.'iiifiiIii.''ntii.':di'6:i16.'W:;'":digM#P::::..ti:.i:.:::.$:::::.:g::::::::::.:i.:::.:.:: 1001::on„.0,,:. : optio n :: : ., Ip tIt t oors,.im p. ,40 : : : 0 !; : ! ,, :opp i oprjotS...c . e 1 0!..i.p74,:wg::::::::::;!:.;:ifii;:::::ii:.:::::g: : ;m::!.F.::: : 0,::ii , ;:!:.i•i::i:::: : ::;::•;:::.A!iii i i.:g:',p.g::: : : : pwi',:$f i g. : : :! ): : : : : : :',; : : : : : : :: ; ; : :: : : ! : P0:9f..;1:110.1S":#0:0d.', Y .Y.1.0...4.0. : 00.tlii:010 : 41 :::: 3:0 1j :'. :::1: :. : 1 :Q .: : :: ;rOY::: : :(** : *011010 . 0g0040411 . 0:0110111118iiiii::::::iiiiilin slog.*opoogon0...*:16)4.1......qA(.41:AigfOli:OFA.0..0i:gf0.. :.01#00:0...04YgOAii001.41iligaigYA00#0":101111111. P : Ojttitgiii$:.0:N...§Ii.itOl.40. : 00 : : #N 1 f 0.: •:YO* 04 0 0, PP 0 Aigrggi0gik:A§00!.:0#0.:104000:001:ffigiNgatiNg (:)k : FPP ' ? : 1 : 0 PlgCl:P# 91 C 95 tiPMtP 8, :'::::::i<);IRP!Y::PIPP1)9' . ;:(*iJA:::m11)::::::::::::iE:i . :::(1.:::::::MbNI:p?191: : : : i. : : : : : .::: : : :: :: ::: :: : : :::::: :' ::::: ; :: ; 0.: ? 0:::;:: : :::::::::::,::::::: : : : ::: :: :: : :: : : :: :: ;;: : : : :::::: , :; :, :i:.:::::::::::::::::.:;:::::::::::.:::‘::::::::::g.::::::::::::::::.:::.: , :::.:::::.:.:.;::::::;:::::::.:.:.:::.!•:::::::::.:::::..:::. , :::::::::::::.:::::;w:, , ,,:::::::,,,,,:i.:le:::::::::: , ,,:f::::.: . :::::::::::: : :: : ::: : :: : ::::;: , , , ::.4:::::::::::.:::::m. , .:: : ::: : : ; 0: : , ::.?:p. : : zw.::: ::... ::: : :::::.iiim. ,: ::::::::;.:: : ::::::;::::::0::::: : ::; : o:f. , 0 0 E i!.HAP11.1...).:ttg$14A•:•:•:Oft(010.0:014:go.AR:;:to:tr:.1*ciqtrotoOotkoh.4(tii*Foot: Ap.::::pop.:oh.top:::kovvmo.$.:flot.m. 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" .... .....--- - - - - - • - ,.- .-.....................-......................:::::::::.;::::::i:::i:i:i' Furnace and heat pump giglil.'i jiibtii:l: ii6kA§iig41Ke6tfaii Ptittlp' : t:::R';a.4N. . :: 4., ::::•::: ,,.. : . : . ::::::::::.::i , . og !::::.::::::7.:::::::::::::::::::::::::::::::::::::::::::::::::::.i*:iA t6 ii::::::::::::::::a....,.:iwii*mim:::: options may be change ; 0:.W..4t0:6:$0.u:r.64 .::::hc purnitipopi::::...0:.T..i:::::::::::::::,§ :i*,:.,,i;i:i::::ii:: •' :. : :. :0:6.w6::: :. ::wi06:iii.fi60 , :: , :.:::v , :::..: , :: , .n . :.::::gi.:::.6:.::::: . ::::::::::::u.:::.::::::::::::::::::::: , .::::.::::::::::::::::::::::::i::::::::::::::::::::: : ::::::::1:::: : :: : ::::: : ;:; : :: : :: : before July 1, 1991 O . rou : :sou . :::be ::: . . ...:::, :: 0 0 0:...0:0.:,6:1„.:1,::::!.:0:tosipi:p...j..;,i).ii..:0;rpc.;i:34f0.;.4111-Aq.0..0i:::,:..o.p,::,;01.••pp::)ixj0RT:OAN16.0?:100t:ofy:i,::#:.0:4y1#0...,;:iimipir::::gp,:::.;::::::10,0:;i:::,:::::::::No .: 0 :1111,:.:M:ilt: . :01410011011:111:111 0 0 ell .ti,s04,.::o.o. :fr tgoi,i)i§bfiliffiftli,3tillpigiggfigNeinlio,lig 0 ED 93.. -0 pQ%,::':O1:::.*.i)69:::.ppgv!p..:40)::*::',.i!!:!:!!::1:.f::::::::!::.iy:!:!::::....0040611§giiopgIgv::i: 0 0 E30th4:Iii:ftrelqP..0Y.5!,10.io0i0Itt.14i54*4*U..:*00tolvillr.:1.:::i:.:4to11).00xh0,ii41.tf44.iilg9%cit:::PO41111111111 ti!0040*ei:::::() ; ,:::.:ii : i ic ii:f0 f 6 d i Artii : :: ; ; :. : 44 ::::: .: 1;:iip0:• ... 44Oii.400*01.:' , .04ii:',.'iitfitPOC:iti4itI(:::•#*0400:44':'jt) . ..Htaufs (- WSEC insulation phase requirements: Inspected by: Date \ ../ 4 r:4 4 :: e.§41014R5SIMP°: 0 0 El .... .,0.0:',,:01.6.as!..;:1::po.r.O.Ro..§:ot.o.r..I.J.Ii..."..r.#Ittki0pois?:§r.f.:!.;*.p11;.:!p.,:pAAo..0 0. 0.:::::m.:::;:.;:i.m:::,:.:::.:v:i.::4:: R.1 0' 0 C);:.::Nonault40..,;:atftc::.caff(00s.:.!jhaiu.:bo:josotatad:4400000tr,i4r#4100:30g.:!;:igt.::::,:g::::.' ,•al46•4001O:iiiifi'G'Ill Vt. b ii!.. .::::imiii.;:::::::::$:.:§;:.:il:.:i.N::::gili.::::.i .. 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Please supply Information In the shaded boxes and check tt e F. appropriate L?OSLQSplace checks In the two left columns. your building or equlpm columnsy >� �Cz�%1���.G:e���;• 3" %�s � iY'.'.:sr�' ❑ ❑ ®Exterior slab Insulation, if not located on the Interior, shall be R -10 (Table 5 -1, 6 -1). ❑ ©Interior below -grade wall Insulation, only if none on the exterior, shall be R -10 (S. 502.1.4.10) <2 • : , ::::::: r: �»% f : : �.:` j ::;:;;::;;:;::;::;: :: r::;: �:;• i::::>: r;;:: s:: St::::< st:::::;;;::;: r;>: ::::..;;:: :.:;.;<r�::;; >�::: ;.. thnut: r�ss�on: to<:: �:.>:.::: �::. r::; :>:.: r;.;;: r: �;;: r:: r:::.:::.;:.;:<.>:;:<,:. r; r :.r:<.r <: >:�:�; >::::«:;::.:::,r . . :,:, p :.:.:.:.::::::<.:;. r;:.:::::::;.::.::. r::,:.: �::::::•>:::.::.:::,::.: ::.r }:.:;:�:. <:::::::::::.:::,: o{ :.:;.:..;::<.:>;;::::.:.;:•;: r::::::,.::.:;::::::..r:::,..., a;• o::. 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Yet...:? �:::.::.:::.:.::.:.:::.:::•:::. ;.::: ::.� :: .:..... r ::.r: >: hall >tae• mpt:;undecthe l {� ; ,54�,. <: 3 < .. ❑ ❑ '3 .Heat }'ump >ef Furnace an heat pump Options may be change p <�:$i.sl :e : .. atilt.. g..::.:.::::,.:. r• :::.: ::.:,::.;•<; ..:::..::::::: �;.: <.::,::.� :::,.:::.:::::,:::::...::;:::::::::::::.. .: :::: ::.�:::::.:::.:::::::::.: I 1 199 1 July ::lVater :i?`ealpump, CtJP � 3 , ::::: :, . ..,:<. :.e. .::.::.: �r:; . >:: :::r:.;r:r:':::::::<;:<.:•r: •.:..:; •.:. .:. , . .: :. .:... . : .... }:. h . _ :.;. .: > . rD.irecto : a hall ; b..:::::::. t:>': :.r;;.�:.:r..:'<;:::::.;::.::. . ed:::in;tfie:; LAMA::::, !Y,.141). :.::•.:..::::<r::::. ><:::ta : :s; ace:AFU:�:<ratin ,:a5: ist ..:.:::.>. > .:.:::::.::,:;:::::.::;:: :::<;:.:::.;::. > <. 3a Gent: raa> f o r: c e:.:.,:::.: �> .::. :::. ::<,.::.:;.:::.::::..r.; .:...:.. :: ..:::: :.: : <::..: •:: ::. ,. ..::::.�:::::.::.,::;: ::: :> •`7. >: � . Linn :;V3.<:<: >:::<: >r:;:: > <<:::. ❑ ❑ 1�. :::<: > >;.,:::;:.::. O Lion 111:::• :;::: :` >:: 0 • >,4 :(Op• >•:;::• >:<:: , :.::::::.::. :..7..8: O tf tins:: L,.:.. 1.::::.::.: �:.::.. �:::.>::.:.:..:.:.;:,::.: r, ::::�<:,:::::::.::•..::.:..:.:: stems:shatl.have utter mltent' lgrxit. o..; r:::: ;;::<':.:;:: <::: >:.;.;::; >:.:.. ❑ ❑ s Non c.entrai, Combustion heating y i3"j! Jl.tr S. 50',2.;2); ❑ ❑ g Maxlni Um heating syst em o utput (150% o1 desigrt h ea t load) is . .•. . ce •5 BTU /fir: output)m in ay exceed i50 laof; :DHL ..... ' ❑ ❑ Qtiigh :eff clency #ort�ed air furna (� • beoause �: GAIJIA Nsted AFIIE ►s a 76 � y ;per each 50130 �'TU>'hr�oufput that .t excAsds`_the .ML. ...... r WSEC Insulation phase requirements: Date Inspected by: .f�vf 4k fi � Il,, . .............:..:..::.:::.:..:: ....:...::::;:.:'.:':i :>::::;:i :::: •: ; :i :> :;.;:i:7 � iii> <'ii•r,.i i'i >: �: ?::iz :r; i::::>:�i:' "...':;:::.. % %(iy >ihiE' <: %is v ii: ❑ ❑ ©EnV Fiobrs shall be insufated:w►ihout compression, and:w�th supports 24 O G, to s �) Q.: R25 (Options VI U{1) QR19 (Options 1, II, I 1;1,1V, s :Non_ va attic c:eiUngs shall be insulated without compression to: �� ❑ ❑ © See Table 6 2 0 0 0 s •40.. to o .: ssha ............. e m . ...:::.....:.:.:.::. Door types are (1) Page 5 of 6 • i.. :::krk,a. , S <;'.�:: %cty •... ,..r::•..:. ,': ,. .. .>. ...}, ..T.. :T: }w.. .. ... .:c .: .. .... ... ...i .,< . ? 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' •..... v:.: .Ji l {:� .. t!!:. .:7:: •.: �.T' , t�: ij <; 7:::: Yl 2.::.<.,.. :.....: ' :'.' . :i.. Iw:N,,•!�S : �.:} }. �.;:: •,.• >:.: }..i:.g�ry.,• \y$':vfk:' :a }:,'•xf •:Lr• :••a :: <�r 5}ny.yk;h•+.v. ., <. :._ ! }f.. T.. > .y: � <>,}: :£,c:.y ":; ,,. t-... t, ....2::. .. f. ;•: . 6 : \:.• ..:}. . , g, . < 3.�:..i,<Y xs <S:3: >.v, <} @.2?:ii: }$r<.y.; g :: i� *' + L•. ..�:] .< rnTi::?••.. . < :, r .. :!k, •S:ti.: . a• T�JF + '\�,�•>,t::f:•;,°d #<:. ii <`Si ?i:G:2f:v ..T t: ?a LS4:t! ....:..a::.ra }::x` ... ..... }:c.. 2 :5 }.. 3 :'•... .r.<..c. a.,: :>x:.. <:4:. ;. n: >t <o rb 4...;:} 3 f. <:t. a ::: :; :.Y..�<.;ii:: S:::2::: �' �""�"��" '"'?,ntltiCt11MMK6UILWV pfiM:/Lr !! 1 ! NAW�llli�m4tl7d l�YIf UiMlY7 /.IriM. %'�'fN�YN�IN'1�II��1. INSPECTION IMPORTANT: DO NOT place checks In the two left columns. APPROVED { • �ii�; ' : 1l 'f:L 4 �i � .: Y,7: , ;: ,r•S +[ r h .g:(. • • Y 2�� 3,�E s}yi,):... # .i::a ; �,4y��'x�sz3;oE -x?;f °'Y .:; st: ❑ ❑ ED Exposed foam insulation shall comply as follows (S. 502.1.4.7): ❑ Protected with metal or plastic flashing, or other suitable material that extends below grade. ❑ Insulation is approved for sub - grade, exterior use and properly installed. ❑ ❑ QAirflow between fresh air ports and the whole -house fan ensured by undercut doors or grills (S. 302.6.4) ❑ ❑ OLooseflll insulation OK if (S.502.1.4.5): ❑maximum ceiling slcpe not > 3 in 12 ❑ a30" of clear distance from top of bottom chord to underside of roof sheathing at the roof ridge. ❑ ❑ @36 mil black polyethylene ground cover, lapped 12" at joints and to foundation wall ❑ ❑ OCIea ran ces 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. ❑ ❑ aa Attic hatch shall be insulated to required ceiling R -value and is weatherstripped (S.502.1.4.4) ❑ ❑ i Attic access shall have wood dam or equivalent to retain loose fill insulation in attic(S. 502.1.4) 0 ❑ Oa All exterior doors (except 20 minute doors) shall be weatherstripped (S. 502.4.4). ❑ ❑ UServIce hot & cold water piping shall be insulated to R -3(S. 503.1i) 0 ❑ Service recirculation hot water piping shall be insulated to Table 5 -12 0 ❑ EDHeat pump thermostat shall have progamable capability (S. 503.8.3.5) ❑ ❑ ,Thermostat provided fo'r'each HVAC system with range of 55 -75' F.(heating) (S.503.8.1). 0 0 QReadily 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). ❑ ❑ 54 Co ntrols for backup heat prohibit sirniitaneous operation of the primary system (S. 503.2.2(2)). ❑ ❑ qj Mechanical ventilation system shall have timer, dehumidistat, or switch (S. 302.3.1). ❑ 0 ca Mechanical ventilation ducts shall have insulation R -4 in unconditioned spaces (S. 302.5) ©; i)Mechanical supply ducts in conditioned spaces shall have› R -4 insulation (S 302.5) ❑ ❑ Xi Supply ducts shall have volume dampers, or the equivalent, to balance system (S. 503.6). ❑ ❑ ®Supply and return air ducts shall have sealed duct joints in unconditioned spaces (S. 503.10.2). ❑ ❑ so HVAC plenums, supply, and return air ducts shall have R -8 insulation (Table 5 -11, All options) ❑ ❑ ,JElectric water heater(s) shall have (S. 504.3) : ❑ separate power, or gas shut -off El 1987 NAECA Lable on tank ❑ noncompressible R10 pad (unheated spaces only) ❑ Temperature setting s 120 F. 0 ❑ 23 Showers and lavatories shall limit flow to s 3.0 gallons /minute (S. 504.8.1). ❑ ❑ NJ Swimming pools(S. 504.5) shall have: ❑ readily accessible ON /OFF switch (pump, heater) ❑ Pool cover ❑ Piping insulated to S. 503.11 ❑ ❑ 3 All fireplaces (S. 402.3) shall have: ❑ 6 square inch combustion air supplyduct w/ tight fitting damper, directly connected to the fire box ❑ Tight fitting glcss or metal doors. ❑ ❑ gi Solid fuel burning appliance(s) (S. 402.2) shall have: ❑Tight fitting glass or metal doors ❑ Outside combustion air source directly connected to the fire box ❑ Exception: Non - direct, 4" dituneter, 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. ❑ ❑ Radon monitor shall be supplied to the building (S. 302.2), �WSEC Final phase requirements: fr 4pected by: Date — — 1 Page6of6 Instructions: ii 1) Carefully review the requirements of eac of the options below. Choose an option that best suits your Ili >i dwelling design. Glazing percentage typically determines which option to choose. Your building must ? : l match the selected Option requirements without exceptions or substitutions. • 2) In the shaded areas on the pa that follow, make checks in the circles next to the requirements of your a+` Option (the Option numbers are in paretheses next to the choices). Disregard components or equipment _ <€ + that don't apply to your project. Your permit will be processed more efficiently if you provide all of the : , requested information. Department staff can help you with general questions about this form. •: Can't comply? if none of the Chapter 6 Options are acceptable, consider the Chapter 5, Component =f<t< Performance, Approach. The main advantage is flexibility to juggle individua 1 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 Chapter5, Component Performance Worksheet, or by using an acceptable computer program such as WA7TSUN 5.1. a :,; n+-- ..*!.� ...... ....... i {}.':cffi2; ; : fb:• { %•; :. { .i$ T •' / ..i :' t: j'i'.!t:;t: :�'�':.::): {4:4`} {.::Y; :i:: •: :: ••, ... .. .. ... .•.. .. . .. .n \. :...... .. S.;.Y.{•.::5 . :::5}5'• } {•)Y$fi :S: :•:•...:. .Y'r "$.+.. •. • . •... n...,,a. } t. {... + '<:::.:.:}: vi: r:•:}::• iij) it ?ii ^r:}:.a, /•,:•.• {`, {::. n, :: i:: • { � >'.'i:'•::F' {'e' l •. t ::. v .::...:r . rrf., aa.•.: v:..vr. v: •... ::...::..+:::::::.... :..:: vr.:::: r.. r. ........n. ... .,. s.. .. .. f• }. ...s :....... ..... .. .. ... .. ...•:..r::::: ::: •rr. r..... .r:r.r....... ..:.......:,•.:'•$ i?<c{<?•.}:,}::{ 5:<. 5. 5. 2.♦•::..; 5. i:.• ::..:.., +i$ •.;;•$:•::• >::$ }.: . :t .�..... :`:.:n.r, }: i}. rvC .........;. :.n:v.....r.. \•Y:: :: v:. .{......:S :v.: +: $.... r {..: •.v.v..: }......: :: v.L w:r:: ... , : :....... 5` r.........:.SL::t•:...r....:.. ..r.. x.. {.. ..... . :. .... r..: . . . }. ... :v':•, ..... ..... . :...... . . i'•} Y:?: 5. �::: n:: 2.;{ ?:•• rv•;};;;• i}' k..,::: ':.+a {.;.;.a }; :.. ..: 'n .....: ..r..:.... ,,.. • {:: {.:.n..... :.....:.i : ........ r..... r...: ... i.v. �. .ri.: rJh. r.nh.,...{:. v5. n n. ... > .. . ..:. }:r .....,. r. .. r:..... ... •.... .. .. .. .m ..�..... }. ..,. �:. .. •... .. . ..{�): t�• :::.:. ✓v :•::: • •ij { : +:{., v: : •r. �.. air { . : }; 5: ,:{.,:,. •,r .: v. ' t..\:{. {.•....:...... ...... i. }n35:{•. . m :v::•rv:n: }>•p;r:::•}}:::•:;:, : {. :: : : :, r.:•::.:.. .a..: : ::::w :. :.}. : : .:K v:::.:5.4 2.... : , ; ., *.•... ri ?.::: ""::"':•i5:•i•: ), +, + { { { r :: i::. n}•n..:.r. { <.:: v :. a.r v : ) , rv;•. v:.,•.,: Gi:< �:; 2w::... •,::;•:,:..•;Y <•r :.....:...... •. ... i.. .r..::..r ..................... ...... .::...... . OPT • : m . , :2 :: < ::: j ..;t >.�:;r:F:> < :f:: > < : : : io f<:sj Y: ..... 2 srorrns) (_: 2 stories) .<.. , : , : ,. { f:: ; ,. :<: < { < <F..:•:$: tf,.. III OPT iV OPT V (- t..:. y{ { {:w..,.:r:. }. :.:. : {.:;..:: >:.} OPT I OPT II OPT Plan Review > < > > >:fF: ?f:;:;:;3;.;k.,.i {: „; o r Q .::.: { i s :.: >.,.::.,:r.:r.i>>r:SY.:.:': - ...:, .., 1 $e only) c a u official r or F .78 HVAC AFUE ..z 7 Selected Option is , ' '' Glazing max: • appropriate for this : < % of flo or 10% 12% 21% 21% 2 25% 30 : dwelling design. U - value 2 0.70 0.65 0 75 0.65 0.60 0.50 0 4 5 ' Pa ;5:: YES ❑ No 0 :10 Door U -value 040 0.40 0.40 0.40 . 0.40 0•40 Q,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 -2i r '`_ ? better choice. .. Notes: _ Ceilings: R -30 . •" with attics :R -3 0 R -30 R-30 R -30 R -38 R - .:5 vaulted :R - R -30 R 30 R -30 ::::: R - 30 R - 1 Walls: a # above grade R 15 'R-15 R 19 ' R -19 '.: 19 R -19 R 1 ; below grade � interior R : R -15 R-19 R -19 R-19 R -19 R 1 9 :: or exterior R 10 R -10 R 1Q R -10 R.1 0 R -10 ,',.; ...g � Floor fl 19 R -19 R 19 R -19 : R •19 R -25 • R-25 , Y} Slab on grade Fi 10 : R -10 �R 1 0 R -10 R 10 R -10 R 10 - Approved by: Date: Footnote: 1) Th e "x" symbol moans more than or equal to; "s" means less than or equal to. it ; • ' ;. . f,.i 2) Glazing trade -offs may be made If the Option U -value requirement isn't exceeded. .�.... 5. •:: t{; �{ o-artt;: rrl: i.: s; �5?s ri :a;<: >: >:;a•r:: ?;:`:5 »f;:� ? ^ >. �`r:� ° ?rr:< >ts >' si $if:•r: : ::5 %4:,v,:i.0 :::: Y:•:' v vq., :1; •.. .. ?, : :.. .. . :::::,.:,,,.n.n.. :::: •.}:: ;::v: r: w:: �: {•.;: {•:.; .i:i {ti v.: i :•;.•!.,.,•.L, /•p5:•i5� { : . .....: .. .... ..... 4: cif +•$$:isiS:S'i { ? ?f: «? . ?if }:•:$ff Y:. {: j::':i' f : v); i;';::i::�f }i:i'....::.,. i RE El a 2 q J WEES/NORAD /APR 6, 1991 Page 1 of 6 i'ir L 1 PERMIT CENTER Supply in Ics that columns. 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'".•:11 6 Einurii;: , ::::::: • :::?.:::: : ::: : : ::'• , • i :: ,:, :::' ,. :::::::: . •::: , *• ,,, :...,..---... • ---.•1 ion iVeht.§A..:::...1.....,,.....,--1,,•••••:::&e.:.,:eetprRi•.,•:1:':r-:,i••::::::•:•.*:.-.•:::.::::::::::::::::::::::::::::•::::,.:.•.:',.....-..- . 0::.b.FPPP, • -!•:,..,...?..i:::::... • : ' ,..... i:::egial.UPP .I.:? i . • :'H: : ::: :5: ,, ,:::•;;;::: : :1 :: ::,' . :?: . ::.ii:•:::: , :•::•: , ::• ,. .,.'. ' ...• • :,...',.:::::,...,:::.....--,...,,,.....,............... ...9 ( WS EC Foundation p hase requiremen ts: Inspe cted by: Date \. itat'il 614.ii it ,i 1MtliNiOti: r ''''' . .,, .-..•. ... . .,'044,4s.,.... . ' above loosefill insu lation ................:::::Ig ,..- plac in a ttics/ceilings baff shall be plac Insulation loaf! tts or 12” vertically a .‘..„...,:,ii...............i,......:„.4; 74bbiA4f2):::Z.:•y;::::::g,q.-••--....::::::;::::,...1:,:,,,t...;:••.,:•-„ a131:::v e ba.. .,...,..„......• • .....4..ii..,...i..:6:::...($.......5.0.!...',........4:::...0.1::'.....!..::::.;:::.':::::::::::!;::::::<:!...::::'....::::::4:::::1:!:1.:...11,:.,,,i,:.•:::: ri ti4...........6el6t0 i sh alt to maintain at lea 1" vent El El C3 extendatle . :. verti 1:t.,:reaPlUlli'00::14P-.P.• •;,.:::;•,..,.:::.,..;i:ik.ii..z::: •... y„...,...•....,:::,..... ..... ....1....,,,•,:i..:-..,:.(:::.,..:...,:,....:.,,,....•:•......., ,.. .. - ..".'''''':61f igierlY'''' ::.'.''1:P...66::(004PP:''t,I'•..-:•,,,::]:::••• ,... .....:•0.:45• (Option (F-itieln9:?...:.,,,,•„;.::.,,,,,,,.;,,:,?..,...•:::0-•::•.::;:i.....:()...i4..:::......,•:•••. -..... ....,•••••::Viy...?;-,..•::::::...::,:.:,,,,::::::.•• • :.: . -.:.,:,:',,,','"'...'"''' ' .. Ell El ''...' 't.jjb:::(C)019n,k 'i•: ...... . 0'.(50:::(PPOP........:„...:,...:::i..,:':.....,::.;:.i...:,-..:' • .... ..... ..,....,..... . .............,... ...:.. .... .............. • ..... ... ........ . .... U'.66q .:':.,:',..:::::JI:•0 .,,.....i.,.'..:::,:::',..,':•::"'''''''' -........„... .. . ...,.....„„ . / UPDATED PDATED AP .... ...:. . . ' . ' .. ••• . ...::': - • - ' .., ...... .., . . . .. .. . . ...-- .... ..... - . ..._— ..,.,.. ...••••,...–...„.... IL 8, 1991 ... ... .... ,.., ..... .........„- . < les a R than s than u Is > greater = °qua I : c. t an or eqUa page 2 of 6 s'Y ..':'..., - eater than or equa INSPECTION IMPORTANT: Please supply information In the shaded boxes and check the APPROVED appropriate circles. Disregard topics that don't describe your building or equipment. DO NOT place checks In the two left columns. • `: F• 4; f£?iw.f:.f.' {t3: {' i�fiT.. %n } • k: Y iKJ� "i. : : ac , '•.. , f2 :s c �'i:;: #i' ~Y A IN • 1 ' -o t rnu e d; : >. ; S :, GrY:0 ::. ;:.;f ..: ::0...1S':. :q/Y..•:0„ :: :: : -:.; .im:.:? 1; :' nj? a a C ( Glazing /skylights by type (S. 302) See the Washington glazing directory No. Manufacturer Frame material # Layers Model # Area (Ft2) Uo value Tested? U. Yes Q • U. Yes Q ' : U. . Yes Q U. Yes Q : U. Yes Q U. Yes Q U. Yes Q •°!> • U. Yes Q <ti U. Yes Q U. Yes Q Q t : S ingle Glazing (No more than 1% of floor area before doubling, S.602.7.2) U. Yes Q Type: No: Area: X 2 U. Yes Q Type: No: Area X 2 U. Yes Q • . p p ti Untested Glazing (Use only dolault U- values in Chapter 10, S.502,1.5.1 (4)) . ? Type: No: . Area: U. Type: No: Area: U. T E 1 L AREA (Add n colum n OTALG GLAZING entire ( El Q Q Maximum flowed gia zfng area(S 6.0.281) isd4iNedbytak ):glazing ea of / r;, Ft2 and..dividing by the total contllttoned tloor of Ft2 Multiply this number by 1; 00 This value : car t ex ceed the. g lazing . percentage fdr s optfoh .: 10 %':(O tlon 1 ::.s 12% (,Option 11 :; >'<. ;�2 (Options to iV : ;;' . V) :F:.: .: .O p l O . p ,. 1 : . : .. : .. : > 25% O tlon VI 30% (Option VII a Q Q pocum entatiori insu ffi U v alu e s sh b; e iustlfied by . Mfr feshng report El El rs Giazing air leakage(S. 502.4.2 (c)) measures shall be met as follows : ❑ fixed site built: stops with sealant. O operating site built: weatherstripped with closer CD El CD Concealed insulation shall be placed: Obehind shower /tub ❑behind partition studs /corner Q Q 15 Standard air leakage (S. 502.4.3) caulking is complete and installed in the following locations : ❑ between Sole plate /subfloors 0partition stud penetrations ❑ wiring /plumbing /duct register penetrations C light fixture/ flue penetrations Page 3 of 6 0 rim joists /mud sills (heated lower floors) 0 around window and door frames COMPLIANCE REQUIRED INSPECTION APPROVED IMPORTANT: Supply information and check appropriate circles In the shaded boxes. Disregard topics that don't describe your building or equipment. fOiiS)Splace checks in the two left columns. Exhaust ventilation shall be provided for each dwelling unit as follows (S. 302): Location Minimum at .25 w.g. Mfr. /model Fan label CFM(.1 W.G.) Kitchen fan 100 CFM Bathroom fan( ) 50 CFM Bathroom fan( ) 50 CFM Bathroom fan( ) 50 CFM Laundry fan 50 CFM 0 50 CFM (1 -2 bedrms) Whole house fan* o 80 CFM (3 bedrms) (choose one) o 100 CFM (4 bedrms) CI Whole house fan is listedllabled "for Continuous use" Whole house fan wiring for control routed to General :location Q Whole house fan shall run continuously: Kitche, rate 25GFM: Bath &laundry rate2' integrated forced atr furnaa:e ven.tllativrl (IAQ Coda, S, 903;1 2(b)) shall be uaed w whole house fan instead of fresh air inlets In he bedrooms: es o yes, a >6" . ie alt iniet baromeirlc damper l�mitinru the ventiltion rate :fa 3F • ACH, hall run 1romthe building ezteriorao the:furnace return plenum O 0 Mechanical ventilation fan ducts shall be 2 4" and properly sized using IAQC,Tabie 3 -3. CI Fresh :air shall be provided far each dwelling unit as follows (IAQ Cod Each bedroom Tested, screened, controllable`, through waft poi Overall living area: Una wall ort ass ecifred for bedrooms p p .:.:: OR(� Cerii,rai .forced air furnace which delivers outside makeu. ecessed I ghtfn'g fixtures (S 502 a 4) shall comply wf one or mere of the.folfow 10 rated, with;no slots or •holes in cans, caulked or seated between can and ceilin iC :rated .with;lable certrlying an ASTM X283 tested arrleal {age S 2 ,0 Cl Any UL Iisted fixture: enclosed by a'1 /2" gypboard bax ar other manufactured; clearance to:combustables, and 3" clearance:t,o fnsulat(on ::: WSEC Framing phase requirements: Inspected by Date Page 4 of 6 • • Location Minimum at .25 w.g. Mfr. /model Fan label CFM(.1 W.G.) Kitchen fan 100 CFM Bathroom fan( ) 50 CFM Bathroom fan( ) 50 CFM Bathroom fan( ) 50 CFM Laundry fan 50 CFM 0 50 CFM (1 -2 bedrms) Whole house fan* o 80 CFM (3 bedrms) (choose one) o 100 CFM (4 bedrms) CI Whole house fan is listedllabled "for Continuous use" Whole house fan wiring for control routed to General :location Q Whole house fan shall run continuously: Kitche, rate 25GFM: Bath &laundry rate2' integrated forced atr furnaa:e ven.tllativrl (IAQ Coda, S, 903;1 2(b)) shall be uaed w whole house fan instead of fresh air inlets In he bedrooms: es o yes, a >6" . ie alt iniet baromeirlc damper l�mitinru the ventiltion rate :fa 3F • ACH, hall run 1romthe building ezteriorao the:furnace return plenum O 0 Mechanical ventilation fan ducts shall be 2 4" and properly sized using IAQC,Tabie 3 -3. CI Fresh :air shall be provided far each dwelling unit as follows (IAQ Cod Each bedroom Tested, screened, controllable`, through waft poi Overall living area: Una wall ort ass ecifred for bedrooms p p .:.:: OR(� Cerii,rai .forced air furnace which delivers outside makeu. ecessed I ghtfn'g fixtures (S 502 a 4) shall comply wf one or mere of the.folfow 10 rated, with;no slots or •holes in cans, caulked or seated between can and ceilin iC :rated .with;lable certrlying an ASTM X283 tested arrleal {age S 2 ,0 Cl Any UL Iisted fixture: enclosed by a'1 /2" gypboard bax ar other manufactured; clearance to:combustables, and 3" clearance:t,o fnsulat(on ::: WSEC Framing phase requirements: Inspected by Date Page 4 of 6 INSPECTION IMPORTANT: DO W lace checks In the two left columns. APPROVED p , ❑ ❑ ()Exposed foam insulation shall comply as follows (S. 502.1.4.7): ❑ Protected with metal or plastic flashing, or other suitable material that extends below grade. ❑ Insulation 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) ❑ ❑ CLoosefIli insulation OK if (S.502.1.4.5): ❑maximum ceiling slope not > 3 in 12 ❑ .30" of clear distance from top of bottom chord to underside of roof sheathing at the roof ridge. ❑ ❑ Q6 mil black polyethylene ground cover, lapped 12" at joints and to foundation wall • ❑ ❑ ads Clearances shall meet listed minimums between insulation and (S.502.1.4.2): ❑ chimney ❑ Non -IC rated recessed lights: 1/2" to combustables, 3" to insulation. ❑ ❑ Attic hatch shall be insulated to required ceiling R -value and is weatherstripped (S.502.1.4.4) ❑ ❑ i Attic access shall have wood dam or equivalent to retain loose fill insulation in attic(S. 502.1.4) ❑ ❑ 03AII exterior doors (except 20 minute doors) shall be weatherstripped (S. 502.4.4). ❑ ❑ E Service hot & cold water piping shall be insulated to R -3(S. 503.11) C1 ❑ Service recirculation hot water piping shall be insulated to Table 5 -12 ❑ ❑ Heat pump thermostat shall have progamable capability (S. 503.8.3.5) ❑ ❑ ED Thermostat provided foieach HVAC system with range of 55 -75' F.(heating) (S.503,8.1). ❑ ❑ ED 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). ❑ ❑ 3 Controls for backup heat prohibit similtaneous operation of the primary system (S. 503.2.2(2)). ❑ ❑ ti Mechanical ventilation system shall have timer, dehumidistat, or switch (S. 302.3.1). . ❑ ❑ Mechanical ventilation ducts shall have insulation Z R -4 in unconditioned spaces (S. 302.5) ❑ ❑ � Mechanical supply ducts in conditioned spaces shall have Z R -4 insulation (S. 302.51 El El . Supply ducts shall have volume dampers, or the equivalent, to balance system (S. 503.6). ❑ ❑ i ]Supply and return air ducts shall have sealed duct joints in unconditioned spaces (S. 503.10.2). ❑ ❑ ,U HVAC plenums, supply, and return alr ducts shall have R -8 insulation (Table 5 -11, All options) ❑ ❑ Electric water heater(s) shall have (S. 504.3) : ❑ separate power, or gas shut -off ❑ 1987 NAECA Lable on tank ❑ noncompressibie R10 pad (unheated spaces only) ❑ Temperature setting s 120 F. ❑ ❑ 3 Showers and lavatories shall limit flow to s 3.0 gallons /minute (S. 504.8,1). El ❑ -s Swimming pools(S. 504.5) shall have: ❑ readily accessible ON /OFF switch (pump, heater) ❑ Pool cover ❑ Piping insulated to S. 503.11 ❑ ❑ 3 All fireplaces (S. 402.3) shall have: ❑ 6 square inch combustion air supplyduct w/ tight fitting damper, directly connected to the fire box ❑ Tight fitting glass or metal doors. ❑ ❑ =Solid fuel burning appilance(s) (S. 402.2) shall have: ❑Tight fitting glass or metal doors ❑ Outside combustion air source directly connected to the fire box ❑ Exception: Non - direct, 4" diameter, dampered, combustion air source: allowed only for (1) new stove installations in existing homes where obstructionsprecludes direct combustion air, or (2) Central heating systems located in unheated spaces. ❑ ❑ 33 Radon monitor shall be supplied to the building (S. 302.2), WSEC Final phase requirements : -Th Inspected by: Date } Page6of6 5379200200 legal description site plan ILA 47‘,, f / 16 . 1 ( .9 ; City of Tukwila John W. Rants, Mayor r 11 , ,%�, / Department of Public Works Ross .A. Earnst, P. E., Director 1908 July 17, 1995 Mr. Timothy Martin 5210 S. 164th Street Tukwila, WA 98188 Subject: Tim Martin Single Family Residence 5305 Slade Way Plan Check No.: B95 -0085 Project No.: P95 -0015 Dear Mr. Martin, The property is located in the immediate vicinity of an area where significant landsliding and geotechnical problems have occurred, therefore PW has asked Shannon & Wilson to review the geotechnical considerations for your site. Their geotechnical review of your site at 5305 Slade Way dated June 26, 1995 is attached. The report identifies several areas of geotechnical information that will be needed in order to proceed with processing the development application: 1. The site - specific geotechnical and groundwater information will be necessary to evaluate the foundation and dewatering requirements for the designed building (pg. 4 of S &W report) 2. The construction of a driveway from Slade Way will require special geotechnical considerations for the design of temporary excavations and permanent slopes. 3. Depending on the final grade of the building foundation and the depth of the groundwater design the construction of an on -site storm water retention system might be necessary. 4. Provide an evaluation of the site stability to develop appropriate geotechnical designs and recommendations for the site development. 5. Site - specific information for design of foundations, excavations and dewatering requirements. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 431.3665 Six sets of the site plans stamped by an engineer showing both 2 foot contour intervals, the drainage and driveway are required with the permit application. Please call Joanna Spencer, Development Engineer, at 433 -0179, for any questions that may arise or fore more information. Sincerely, Ems" -v+-■ Ron Cameron City Engineer Enclosure: June 26, 1995 Shannon and Wilson Report cf: Libby Hudson, Associate Planner Steve Lancaster, DCD Director sw626rpt.doc fade FAQ, . /9 k= / / ' f � . ••m HAN C� HANFORD NN &WILSNy INC! ( _ SEATTLE GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS ANCHORAGE SAINT LOUIS BOSTON June 26, 1995 City of Tukwila Department of Public Works • 6300 Southcenter Boulevard, Suite 100 Tul.wila, Washington 98188 Attn: Mr. Ron Cameron, City Engineer RE: GEOTECHNICAL REVIEW OF PROPOSED SINGLE- FAMILY RESIDENCE DEVELOPMENT, 5305 SLADE WAY, TUIKWILA, WASHINGTON This letter presents the results of our review of the proposed Martin single - family residential development at 5305 Slade Way, Tukwila. In accordance with your request, we have conducted a review of the geotechnical suitability of the above property for development of a single - family residence. Specifically, we have attempted to address the following issues identified in your letter of May 18, 1995: ■ Is the Martin property affected by the same deep slide plane as the proposed Hillcrest Development (located approximately 100 feet north along the west side of Slade Way)? ► Are there any geological concerns for a house on the Martin property? ► Are there any drainage concerns to address? For this review, you provided us with a plat map showing the location of the Martin property, as well as copies of several reports and supporting documents pertaining to the Hillcrest Development. We have received no site- specific plans or geotechnical studies for the Martin property, and it is our understanding that such work has not been conducted for this property. RECEIVED JUN 2 71995 TU KW I LA PUBLIC WORKS NORTH 400 STREET • SUITE 100 P.O. BOX 300303 W-7039-01 SEATTLE, WASHINGTON 98103 206.632.8020 FAX 206.633.6777 TDD; 1.800.833.6388 City of Tukwila SHANNON &WILSON. INC. Attn: Mr. Ron Cameron June 26, 1995 Page 2 SCOPE OF WORK The scope of our services consisted of a site visit and visual reconnaissance of the Martin property by Mr. Dan Clayton on June 19, 1995, and a review of information that we collected and evaluated for the nearby proposed Hillcrest Residential Development. Given the lack of any site - specific geotechnical information, our evaluation was based primarily on consideration of geotechnical reports for adjoining or nearby properties, and an assessment of the relevance of those conditions to the site. These geotechnical reports include: ► Recent geotechnical investigations for the Hillcrest Residential Development. ► Geotechnical investigations performed in the 1980's for the proposed Valley Vue Development to the north and northeast of the Martin property. ► Geotechnical investigations and recommendations for the Silverview Development adjoining the Martin property on the east. ► Geotechnical investigations and remedial actions that were implemented in the 1960's to stabilize a large landslide that extended upslope from a borrow excavation at the toe of the slope, southwestward to the vicinity of Slade Way. SITE CONDITIONS The Martin property is located on the south side of Slade Way, approximately 130 feet west of the intersection of Slade Way and 53rd Place South, in Tukwila, Washington. It is situated approximately half way up the steep east- facing slope of the Duwamish Valley to the southwest of the Tukwila Interchange. The property is a rectangular plot, approximately 150 by 100 feet in dimension, bounded on the east, west, and south by single - family residences, and on the north by two undeveloped parcels, which separate it from Slade Way. The site is undeveloped, wooded, and relatively flat, sloping gently to the east. It is situated approximately 10 to 15 feet above the elevation of Slade Way, separated by a relatively steep, brush - covered slope. This slope appears to be situated mostly, if not completely, on property adjoining the Martin lot. It appears that access to the Martin W-7039-01 • City of Tukwila ( hANNON F&WILSON, INC. Attn: Mr. Ron Cameron June 26, 1995 Page3 property would likely be from Slade Way, and a roadway leading to the residence would necessarily cross this slope. Our field observations suggest that the site is relatively well drained, with permeable soils exposed at the surface. The depth to the water table is not known, although it is expected to be at least a few feet below the ground surface. No evidence of groundwater seepage, surface water, or erosion caused by surface water runoff was observed at the time of our reconnaissance, either on the property or on the adjoining slope above Slade Way. Also, • no evidence of landsliding or landslide deposits was observed on. the Martin property or on the slope between the property and Slade Way during our reconnaissance. However, the north shoulder of Slade Way directly below the property has experienced repeated minor slippage in recent years, and has required pavement repair by the City on multiple occasions. DISCUSSION Based on our review, the Martin property does not appear to fit well within the definitions of the various classes of "areas of potential geologic instability," as defined by the Tukwila Municipal Code. The slope leading from Slade Way to the property is probably a Class 3 area because of the moderately steep slope. Regardless of the classification of these areas, however, it should be recognized that the Martin property is located in the immediate vicinity of areas where significant landsliding has occurred. To the north of the Martin property there is considerable evidence of previous landsliding and potentially unstable slopes. A very Large prehistoric landslide affected the hillside north and northwest of the property, extending laterally for several thousand feet to the northwest and to the base of the hillside. The headscarp of this ancient landslide appears to terminate less than 100 feet north of the property boundary. The slope below Slade Way and north - northeast of the Martin property (and within the ancient slide mass) has been, the subject of intensive geotechnical investigations since 1960, when borrow material for filling of Andover Industrial Park was removed from the base of the hill. Removal of this natural buttress resulted in a series of progressive landslides which extended upslope to the W-7039-01 ., City of Tukwila SHANNON &WILSON, INC. Attn: Mr. Ron Cameron June 26, 1995 Page 4 approximate location of Slade Way. Remedial measures to stabilize the hillside consisted of regrading and installing surface drainage and vertical and horizontal drains in the summer of - 1961. These measures were effective in stabilizing the sliding at that time. However, subsequent studies for a proposed multiple - family condominium complex on the site of the 1960 landslide indicated that the hillside drainage system was no longer functioning as designed, and the factor of safety for landsliding, as of about 1989, was too low to allow residential development of the property without major improvements to the hillside drainage system. To the east and directly downslope from the Martin property, the moderately steep slope appears to be considerably more stable than the area north of Slade Way, and does not appear to have been involved in major landsliding. Nevertheless, geotechnical investigations in the mid- 1980's specified fairly rigorous design recommendations for the Silverview Development, particularly with respect to excavation and permanent dewatering requirements to enhance the slope stability of the area. FINDINGS AND RECOMMENDATIONS The Martin property does not appear to be within an area that has been directly affected by landsliding. The deep - seated landsliding and subsequent shallow landslides that have occurred to the north of Slade Way appear to have terminated a short distance to the north of this property. It appears to be more likely that the geologic conditions that control the slope stability of the Martin property are similar to the geologic conditions directly downslope to the east of the site in the Silverview Development. Apart from potential slope stability issues, there do not appear to be any significant geologic constraints or drainage issues that could not be addressed in the geotechnical design and development of the site. However, site - specific geotechnical and groundwater information will be necessary to evaluate foundation and dewatering requirements once the basic building design has been established. We also anticipate that construction of a driveway from Slade Way will require special geotechnical considerations for design of temporary - / �-- excavations and permanent slopes. Depending on the final grade of the building foundation W-7039-01 wr City of Tukwila SI-IAN' &WILSON, INC. Attn: Mr. Ron Cameron Rune 26, 1995 Page 5 and the depth to groundwater, it may be necessary to design and construct an on -site storm 4 water retention system to comply with restrictions imposed by Washington State Department of Transportation (WSD 1r) on any increase to peak storm water flow through their drainage system Based on this review, it is our opinion that a site - specific geotechnical investigation should be conducted for the Martin property prior to issuing a permit for development. Such an investigation is needed to provide an evaluation of the site stability and to develop • appropriate geotechnical designs and recommendations for the site development. The geotechnical investigation should provide site - specific information for design of foundations, 51. excavations, and dewatering requirements. Depending on the findings of site explorations, the site stability could probably be evaluated adequately by a comparison of site conditions to those identified by previous investigations on adjoining properties. LIMITATIONS This letter report has been prepared for the City of Tukwila in accordance with generally accepted professional engineering principles and practices, for use by the City of Tukwila in review of the proposed single - family residential development at 5305 Slade Way. No other warranty, either expressed or implied, is made as to the nature of the conclusions and recommendations. The content of this report is not intended for the use of other parties or � for other purposes. It may or may not contain sufficient information for other uses. Shannon & Wilson, Inc. has prepared the attached "Important Information About Your Geotechnical /Environmental Report" to assist you and others in understanding the use and limitations of our reports. - W- 7039 -01 • • City of 'Ihkwila SHANNON 6WILSON, INC. Attn: Mr. Ron Cameron June 26, 1995 Page 6 We appreciate the opportunity to be of service. Sincerely, SHANNON & WILSON, INC. csy,TIF /EO CCION G� /7-5 • 4s4C /„14G GS0 Daniel N. Clayton, R.G., C.E.G. Senior Associate UL GI? • Fa?tki0 ‹r � /` ma y'' • .n • • . ?f wt � -;U • • t 6 ^ 26- 9 +� W. Paul Grant, P.E. Vice President DNC:WPG/dnc Enclosure; Important Information About Your Geotechnical Report V17039.01.LT21 7039•Ikd /ect .. W-7039-01 mW1YMSi. .7 r,r,l`r \Jt. C: �.IL.S�, i \, �� \... .. .. h.. .,. n_ ...'v v.. �.`... .... ... ;- r..•�. _ - Geotechnical and Environmental Consultants June 26. 19.95 Dated: To: `- ,...�' of Tukwila Attn: Mr. Ron Cameron Important Information About Your Geotechnical /Environmental Report CONSULTING SERVICES ARE PERFORMED FOR SPECIFIC PURPOSES AND FOR SPECIFIC CL SDI . Consultants prepare reports to meet the specific needs of specific individuals A report prepared for a civil engineer may not be adequate for a construction contractor or even another civil engineer. Unless indicated otherwise, your consultant prepared your report expressly for you and expressly for the purposes you indicated. No one other than you should apply this report for its intended purpose without first conferring with the consultant. No party should apply this report for any purpose other than that originally contemplated without first conferring with the consultant. THE CONSULTANT'S REPORT IS BASED ON PROJECT- SPECIFIC FACTORS. A geotechnical /environmental report is based on a subsurface exploration plan designed to consider a unique set of project - specific factors. Depending on the project, these may include: the general nature of the structure and property involved; its size and configuration; its historical use and practice; the location of the structure on the site and its orientation; other improvements such as access roads, parking lots, and underground utilities; and the additional risk created by scope -of- service limitations imposed by the client. To help avoid costly problems, ask the consultant to evaluate how any factors that change subsequent to the date of the report may affect the recommendations. Unless your consultant indicates otherwise, your report should not be used: (1) when the nature of the proposed project is changed (for example, if an office building will be erected instead of a parking garage, or if a refrigerated warehouse will be built instead of an unrefrigerated one, or chemicals are discovered on or near the site); (2) when the size, elevation, or configuration of the proposed project is altered; (3) when the location or orienta- tion of the proposed project is modified; (4) when there is a change of ownership; or (5) for application to an adjacent site. Consultants cannot accept responsibility for problems that may occur if they are not consulted after factors which were considered in the development of the report have changed. SUBSURFACE CONDITIONS CAN CHANGE. Subsurface conditions may be affected as a result of natural processes or human activity. Because a geotechnical /environmental report is based on conditions that existed at the time of subsurface exploration, construction decisions should not be based on a report whose adequacy may have been affected by time. Ask the consultant to advise if additional tests are desirable before construction starts; for example, groundwater conditions commonly vary seasonally. Construction operations at or adjacent to the site and natural events such as floods, earthquakes, or groundwater fluctuations may also affect subsurface conditions and, thus, the continuing adequacy of a geotechnical /environmental report. The consultant should be kept apprised of any such events,' and should be consulted to determine if additional tests are necessary. MOST RECOMMENDATIONS ARE PROFESSIONAL JUDGMENTS. Site exploration and testing identifies actual surface and subsurface conditions only at those points where samples are taken. The data were extrapolated by your consultant, who then applied judgment to render an opinion about overall subsurface conditions. The actual interface between materials may he far more gradual or abrupt than your report indicates Actual conditions in areas not sampled may differ from those predicted in your report. While nothing can be done to prevent such situations, you and your consultant can work together to help reduce their impacts. Retaining your consultant to observe subsurface construction opera- tions can be particularly beneficial in this respect. • Page 2 of 2 A REPORT'S CONCLUSIONS ARE PRELT :LNARY. The conclusions contained in your consultant's report are preliminary because they must be based on the assumption that condi- tions revealed through selective exploratory sampling are indicatiNe of actual conditions throughout a site. Actual subsurface conditions can be discerned only during earthwork; therefore, you should retain your consultant to observe actual conditions and to provide conclusions. Only the consultant who prepared the report is fully familiar with the background information needed to determine whether or not the report's recommendations based on those conclusions are valid and whether or not the contractor is abiding by applicable recommendations. The consultant who developed your report cannot assume responsibility or liability for the adequacy of the report's recommendations if another party is retained to observe construction. THE CONSULTANT'S REPORT IS SUBJECT TO MISINTERPRETATION. Costly problems can occur when other design professionals develop their plans based on misinterpretation of a geotechnical/envir- onmental report. To help avoid these problems, the consultant should be retained to work with other project design professionals to explain relevant geotechnical, geological, hydrogeological, and environmental findings, and to review the adequacy of their plans and specifications relative to these issues. BORING LOGS AND /OR MONITORING WELL DATA SHOULD NOT BE SEPARATED FROM THE REPORT. Final boring logs developed by the consultant are based upon interpretation of field logs (assembled by site personnel), field test results, and laboratory and /or office evaluation of field samples and data. Only final boring logs and data are customarily included in geotechnical /environmental reports. These final logs should not, under any circumstances, be redrawn for inclusion in architectural or other design drawings, because drafters may commit errors or omissions in the transfer process. To reduce the likelihood of boring log or monitoring well misinterpretation, contractors should be given ready access to the complete geotechnical engineering /environmental report prepared or authorized for their use. If access is provided only to the report prepared for you, you should advise contractors of the report's limitations assuming that a contractor was not one of the specific persons for whom the report was prepared, and that developing construction cost estimates was not one of the specific purposes for which it was prepared. While a contractor may gain important lmowledge from a report prepared for another party, the contractor should discuss the report with your consultant and perform the additional or Llternative work believed necessary to obtain the data specifically appropriate for construction cost estimatirc purposes. Some clients hold the mistaken impression that simply disclaiming responsibility for the accuracy of subsurface information always insulates them from attendant liability. Providing the best available information to contractors helps prevent costly construction problems and the adversarial attitudes that aggravate them to a disproportionate scale. • READ RESPONSIBILITY CLAUSES CLOSELY. Because geotechnical /environmental engineering is based extensively on judgment and opinion, it is far less exact than other design disciplines This situation has resulted in wholly unwarranted claims being lodged against consultants To help prevent this problem, consultants have developed a number of clauses for use in their contracts, reports and other documents. These responsibility clauses are not exculpatory clauses designed to transfer the consultant's liabilities to other parties; rather, they are definitiv„ clauses that identify where the consultant's responsibilities begin and end. Their use helps all parties involved recog- nize their individual responsibilities and take appropriate action. Some of these definitive clauses are likely to appear in your report, and you are encouraged to read them closely. Your consultant will be pleased to give full and frank answers to your questions • The preceding paragraphs are based on information provided by the ASFE /Association of Engineering Firms Practicing in the Geosciences, Silver Spring, Maryland - p City of Tukwila John W. Rants, Mayor tv%. • of.z. " Department of Community Development Steve Lancaster, Director 1908 MEMORANDUM TO: Ron Cameron, C'ty Engi er FROM: John Jimerson, sociate Planner DATE: May 4, 1995 RE: Tim Martin Single Family Residence B95 -0083 We are reviewing a building permit application for construction of a new house for Tim Martin. I have walked the site with Gary Schulz who confirmed there are environmentally sensitive areas (steep slopes) on the site. Unless waived, Section 18.45.060 TMC requires that a geotechnical report be prepared for the construction of the home. The most relevant criteria for waiving the geotechnical study are that the size and complexity of the project does not warrant the study (18.45.060 TMC) and there will be no detrimental impact to the sensitive areas and buffers (18.45.020(f)(2) TMC). The property is located at 5305 Slade Way (Map Attached). The lots to the west, east and south of the site are improved with single family residences, to the north is located the 1961 slide and the property for the Tukwila Heights proposal recently reviewed at Pre - App The site to the east (downslope) was subdivided in 1987 and developed with a number of single family homes and cul -de -sac. A geotechnical study was prepared for that subdivision as part of the SEPA review. It was determined there was that there was not a significant potential for a shallow slide. The SEPA mitigation (attached) required additional engineering analysis to be provided at the time of building permits for each of the individual houses. Because the site is directly upslope from the Silver View subdivision, and based on my site inspection, I would have to believe the analysis provided for Silver View would be valid for this site. Would you concur that the site can be approved for a single family development with the same requirement for additional 6300 Southcenter Boulevard, Sulte #100 0 Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 4313665 t i } °:, .';a :. ? ?. ,..: w, r, l'; t "r ' �•;f. mde �Pr ,,PttrviiV 1 4:. : .' engineering analysis? . The second question •is, do you think the potential for a deep seated slide that affects the property to the north would also affect this site? Discussion in the Silver View reports acknowledged the slide to the north, but seems to dismiss it as a concern to the Silver View Property. The issue for a deep seated slide did not surface until peer review was conducted by Shannon and Wilson on the Puget Western site in 1992. Had Shannon and Wilson conducted a peer review of the Silver View property, would they have had the same concerns with a deep seated slide? 1 would appreciate your thoughts on these issues. There are a number of other issues with this home including the need for a tree permit, access at less than .15 %, drainage, land altering etc. Perhaps we should. coordinate our responses to the applicant. Thanks for you input. cc: S. Lancaster G. Schulz • . '-_.w .. .. :......:.. ....... .. ... . ... ..., _ .. .. .. ,.:....... ..,. ....,..,.. -, .,.. ,.,. . , ..urea. .. r,. e, . _..• , i:&1 rna.' iHtw2: TrxSfl: uuxteU4 "sayranw;aexx;r•r:+e.wiF.n,,. ,. vr.M. ":r Date: 28- Apr -95 09:30 From: JOHN -J (JOHN JIMERSON) To: GARY- SCHULZ Copies -to: JACK,JOHN- J,STEVE Subject: RE: Martin Building Application - slope stability question Message -id: ABB5A02F01DEDEDE In- reply -to: 50B3A02F01DEDEDE >Date: 28- Apr -95 09 :20 >From: GARY - SCHULZ (GARY SCHULZ) >To: JOHN -J (JOHN JIMERSON) >Subject: Martin Building Application - slope stability question >Public Works (Johanna) informed me yesterday that they think DCD should >require a geotech. study for this single permit. This property borders >the new proposed Tukwila Heights BLA alias "Lowe" site. The applicant >has applied for Utility Permit - Land Altering, stormwater ect. I told >Johanna that if the Silverview Subdivision, directly below, had provided >the geotech. studies for local stability, we may be able to assume the >same stability exists on the Martin site ? ?? Anyway, the Tukwila Heights >people will be watching this application since Puget Western gave the >access easement to Mr. Martin before the Slade Way property auction. > >When will we meet to send comprehensive Pre -App. comments out to the >Tukwila Heights people? When Jack is back, he, you, I, Cameron and Joanna should meet and discuss what info should be sent out. Luchia, the architect called yesterday asking about the initial mailing...I indicated it was on the way. She was concerned with the relative lack of emphasis placed on wetlands. Her clients are under the impression there are no issues with them. I confirmed that the wetlands are regulated and there are ordinance requirements that would have to be met. (64:(1,-- OlgAVQ) 6t'r IRAAA "2 (0(a/q- k ` v V . m 96, ci.a.v6m4,—c(9rearmit--- .. :.t . w .. q v ... ,.... ,..... a nr ,• rn:nrrr n.. r. mw... .... ......»....._...,_......:...... .., ..,.,»...�._ «..... ............. .. »- ...«......i!� r Date: 19- Apr -95 10:39 r ''` From: GARY - SCHULZ (GARY SCHULZ) To: JOHN -J Copies -to: GARY- SCHULZ,JACK Subject: Slade Way (Martin? Property) Tree Permit Message -id: 6FE8942F01DEDEDE The applicant is not exempt from the tree permit because of tree removal on a slope that is 15% or greater (sensitive area) TMC 18.45.050. Based on our site visit, I would not judge the trees to be hazardous. Ask the applicant to follow, as close as possible, the permit application materials section TMC 18.45.080. Topography mapping will probably be needed in order to design the driveway and house foundation. If a land survey is needed, a tree inventory is also recommended and is a requirement of the permit application materials. Please inform the applicant of the Permit exceptions section 18.45.140 as the project could be affected by the survey cost, tree replacement requirements ect. Let me know if you need more info. I'm not sure if we have a permit application form... � —� 6N h` vy` � � �� � (�i 1 h oy a►'t �� )1 Ofal `e rrch ccrY ultra -p 0 LA._- -- .q 5� CITY OF TUKWILA CITY RECEIVED TUKWILA 6300 SOUTHCENTER BOULEVARD APR 1 1 1995 TUKWILA, WA 98188 PERMIT CENTER * REVIS • N SUBATTAL * DATE // PROJECT NAME 4,41AJ ADDRESS S3dS S lat dec� CONTACT PERSON / /'// / PHONE c2 WO C / ARCHITECT OR ENGINEER �] PLAN CHECK/PERMIT NUMBER `"►S C g5 TYPE OF REVISION: / y a � /QeUdsrd Z g L SHEET NUMBER(S) C.C "Cloud" or highlight all areas of revisions and date revisions. SUBMI'I'I'F,D TO: 6 1' , .... ..:... ..:. .. "� ..... .. ..� .... ... ,.. .. ...... ._.. .. ..... ... _. .....� ...... ...... _,... .. ..,., ... .....,.,. ....... ,...,. ... ...... ._.. ..... +.i..., i.e. ..�n- ,J..�y ` • RECEIVED CITY OF TUKWILA CITY OF TUKWILA APR 0 5 1995 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 PERMIT CENTER * * r'r;EVS•N SU cY1TTAL * fir DATE "//f/9_ PROJECT NAME 46V tX/ ADDRESS 5 _ S ICI do '?/a/7. CONTACT PERSON II i/11 inGleA ) 4 , 4 PHONE cQ V6'0 Q‘PC` ARCHTI'ECT OR ENGINEER (/GGvC CA..C/ PLAN CHECK/PERMIT NUMBER J.SOC� Q� TYPE OF REVISION: /4 Pe-aar,r7 SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: bb __......._..._ ._ .......... ........_....._,...w. .. „ ., .... 4 City of Tukwila Q s FIRE DEPARTMENT , 444 Andover Park East to t '� p Tukon 98188 -7661 4404 John W. Rants, Mayor April 4, 1995 Fire Department Review Control #B95 -0083 (512) Re: Martin, Timothy & Christine - 5305 Slade Way Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided with an approved turn- around area. Access shall be within 150' of all portions of the buildings. (UFC 10.203,204 as amended) All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (UFC 10.203, 204 as amended) Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 10.301(a)) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. i tr a ... %F,w x' pia...,`.' Al«' Y+:,.:%. Sf..'. iirx: tfisr+ zvi^ c: n+. i.. t..........« w..... r.. n. n, rao-« s. F.; n+ r, r..+ ww« snr... a..."......«...,,.........,...,_.. u .............. ............................_.a «.-.,.•.... e... m�. r.; sv .r.�tiawwat+P7f�2t�aiH4YClf'r?i' sad, jj % Cif ila FIRE DEPARTMENT 444 Andover Park East O Tukwila, Washington 98188 -7661 N' - (206) 575 -4404 . 1909 John W. Rants, Mayor Page number 2 Yours truly, The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd • r R. ..• March 29, 1995 Mr. Timothy Martin 5210 South 164th Street Tukwila, WA 98188 Re: Building permit application # B95 -0083 Initial plan review comments. Dear Mr. Martin: The initial plan review has been completed by Tukwila Building Division. Your application will now be routed (sequentially) to Fire Prevention Bureau, Planning, and Public Works Departments for their respective review and approvals. Upon completion of the reviews by the listed departments, your application will then be returned to Building Division for final review approval and ultimately the preparation of the permit documents. Prior to final review and approval by Tukwila Building Division, it will be necessary for you to provide clarifications to the construction documents. The following comments are applicable: 1. The building plans, that you submitted, will be the record documents for this permit approval. As such, they must reflect the actual building that is to be constructed. In addition " Crane Design" represents the building designer and has stated that the design drawings represent their original work and ownership. Any changes to the plans for subsequent use must be approved by same. Therefore, have " Crane Design" revise the plans to suit your needs, or submit a letter from a responsible representative of "Crane Design" which states that they take no exception and approve of your modifications to their plans. 2. Sheet 1 of 5, shows a deck to be constructed from the main floor level. Provide construction details to describe the proposed foundation, and specify or detail the connections for base and top of support posts. 3. Sheet 3 of 5, has a "scrawled" note across the lower floor plan which says " unfinished ". Clarify the extent of work on this level. If the walls are not to be constructed, remove from plans. Note that regardless of work to be done on this level, the below grade and exterior walls shall be insulated to either R -10 (on the exterior), or on the interior to the same level as the above grade walls, (R- 19). 1 t':? .l .... .., .. ... .v, .. ,..... t o ., .. .. .... '... .. .L. i°Pij', tii r,. ^+ _it ,. . \_h<l'ft4 J^.Y vYh r 4., Martin residence B95 -0083 3/30/95 page 2 4. Sheet 5A -5, has construction details that have a noted revision that calls for "single" wall construction. This proposal would be in conflict with all the plan details as shown on "Crane Design" drawings. Delete all non applicable details and provide a lateral bracing design for the proposed single wall construction. Please note that there are prescriptive requirements for using diagonal bracing. The space plan does not allow for these requirements as it has been presented. Consequently, it will be necessary to provide a design prepared by a professional engineer for the lateral bracing, or it will be necessary to clearly detail on the plans a prescriptive bracing system as defined in UBC Sec. 2517 (g) 3. 5. Additional information is required to show compliance with the Washington State Energy Code. Provide (on plans) the manufacturer, model number, size, and listed U -value of all windows to be used for this dwelling. In addition, provide the manufacturer, model number and performance rating for the exhaust fans to be installed. Please respond to the listed comments by submitting two copies of the necessary information and revised plans that are developed. If you have any questions you may call the permit center, weekdays, between 8:30 AM and 5:00 PM. Sincerely, Tukwila Building Division Robert Benedicto, Sr. Plans Examiner . s. .. .., ., t � ry k:, t;.. is :.h. ti ,,•, ,'.Yt ?Ii' w";%')- t".4; » %:4i:3'u•rgr '(At't,41 -' 1:4.aXV.. -”', s:!• teni 2t':21, t7..: .L:2.M't';tir�e..0.T:f:4awswY♦un p*r«ra�a:i#e .nwcn ere n_ a> anec.- a+nCYev r.Y'Crt51'v :`'+441{lY:. CITY OF TUKWILA Address: 5305 SLADE WY Permit No: B95 -0083 Suite: Tenant: MARTIN TIMOTHY & CHRISTINE Status: PENDING Type: B -BUILD Applied: 03/23/1995 Parcel #: 537920-0200 Issued: ***********,******************************** * * * * * * * * * * * * * * * * ** * * * * * * * * * * ** Permit Conditions: 1. The driveway slope cannot exceed 15% and must be paved a min of 20' wide with asphalt or concrete. 2. Trees must be planted per the approved tree replacement plan prior to final occupancy permit issuance. • 4".14' G. .rl . Gr, •� ." ...�..� ° 3 W1/2 344W ` A x W 26 -23 -4 3 _ 3.--e3 City of Tukwila PROJECT # CERTIFICATE OF WATER AVAILABILITY PART A: (TO BE COMPLETED BY APPLICANT) 1. Owner Name: TIMOTHY & CHRISTINE MARTIN Address: 5210 S. 164TH, TUKWILA, WA Phone: 246 -0984 Agent / Contact Person: TIM MARTIN Phone: 246 -0984 Site Address (Attach map and legal description showing hydrant location & size.of main: LOT 22, BLK 2, McMICKEN HEIGHTS, DIV. #1 UNRECORDED 2. This certificate is submitted as part of an application for: X 1 Residential Building Permit 1 1 Preliminary Plat 1 1 Short Subdivision 1 Rezone 1 CommerciaVlndustrial Building Permit 1 1 Other 3, Estimated number of service connections and meter size(s): ONE CONNECTION, 3/4" METER 4. Vehicular distance from nearest hydrant to: ± 185' 5. Minimum needs of development for fire flows: gpm at a residual pressure of 20 psi. Fire Marshall Developer's Engineer ( 1 City 1 Insurance Underwriter 1 Utility 1 Other 6. Area is served by: HIGHLINE WATER DISTRICT (Utility) Owner /Agent's Signature: Date: (Reverse side to be completed by water utility and governing jurisdiction) • f•P 344W W'/2 26.23.4 PART B: (TO BE COMPLETED BY WATER UTILITY) 1. This proposed project is located within TUKWILA / KING (City /County) 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 residual pressure of 20 psi at 1,000 gpm for a duration of 2 hours at a velocity of 10 fps as documented by the attached calculations. I hereby certify that the above information is true and correct. // HIGHLINE WATER DISTRICT 824 -0375 ••••/ March 23, 1995 Agency Phone By: Folly Daigle Date PART C: (TO BE COMPLETED BY GOVERNING JURISDICTION) 1. Water Availability - Check one: Acceptable service can be provided to this project. I Acceptable service cannot be provided to this project unless the improvements listed in Item Item #C2 are met. System is not capable of providing service to this project. 2. Minimum water system improvements: (At least equal to B2 above) Agency Phone . By Date v 7 j 50 I 2250 4 244 • S . , 1002260429 '. ;,,, /ear, sr, .lk. ! S a • 16030 • • n ., a T wet 25 '' 0 20 40 li 24 24. 110.0 110.0 11116 mg 1 '' '' , loa ` S AD WAY R 1s'.. too •• `: '' . ' .. • zs n4 • • ' 16231 .1i .... ' ,{ . .46 . . ', x. .. 1 • • • • 1621a ? , ...id :2 . , 22 • " i{ 1 .. . , . 15241 .►'. , ....... , 1 • 2.'.'.' •' 1 {!al d y ' t elae ' Y , 3 7 ' ; • TUSPa1 -20 —SS 2 i22'21 ff LOT t '' ' •'..'.+.....� • .'..'n.' ' `�� -,.° 64,4 •�► 11 McMICKEN HEIGHTS .:''°'' • : ao..' : ::: :: :,• •' .:: • a: • .... . . ,O `A �q City y ©f 'Tukwila � s y J 6200 Southcenter Boulevard u� 4 0 TukT! la Wington 8 (20 MEMORANDUM TO: SILVERVIEW SUBDIVISION HOMEBUILDERS FROM: Planning Department DATE: September 22, 1987 SUBJECT: BUILDING PERMITS As a result.of the environmental review for the subdivision, the following conditions have been imposed on any development within the plat. The environ- mental file, 354 -86, is available for your review at any time and is con - sidered mandatory if you plan on building within the plat. A geotechnical engineer's letter is required for every building permit and shall indicate: 1. Whether proposed construction will require any special foundation require- ments or procedures. 2. Whether any specific on -site testing is required based on configuration of house and orientation within the lot. 3. Whether recommendations within reports on file for Silverview are adequate to address building foundation requirements for individual lots; if not the letter shall so state and another soils report or field investigation is required. Any permit issued between November 1 and May 31 will require supervision and a sign off by a licensed geotechnical engineer for all foundation work. Excerpts from the geotechnical report which relate to foundations, floor slabs and drainage are attached. MCB/co 20/SIL9 -22 . • .w s City of Tu .. .'ila Applic, � # Qg - SOO 1 1 ` : / i' Central Permit System — Engineering Division Lei � °;i' . ' 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 Phone: (206) 433 -0179 i 1908. UTILITY PERMIT APPLICATION • PROJECT; Site Address: LOO— C,,2 ' %(' CC1U A % j t' S /'U' ' Gt /Y/'C INFORMA;TIO�I!; Name of Project: Property Owner: I / /Ho c . Ai-) .4/ C 4/-410 Phone No.: 02 / 'Dq c?C/ Street Address: i 7 t Cl✓+' G/ ,114,_ / City /State /Zip: Engineer: coluG des.; (4� Phone No.: ,� gio Street Address: il� City /State /Zip: Contractor: ; pplrS vs j cvC Phone No.: abG, ,Del 7 P/ 9 7 Street Address: b � 3 3 City /State /Zip: OA , e3 King Cty Assessor Acct #: 5 • , • - ontractor's License #: L (ft( (q NI Exp. Date: ❑ Channelization /Striping /Signing ❑ Sewer Main Extension ❑Private ❑ Public REQUESTED ❑ Curb Cut/Access /Sidewalk ❑ Storm Drainage ❑ Fire Loop /Hydr. (main to vault) — No.: •�• Sizes: ❑ Street Use ❑ Flood Zone Control ❑ Water Main Extension ❑Private ❑ Public ❑ Hauling ❑ Water Meter / Exempt:— No.: Sizes: ❑ Land Altering .. cubic yards Deduct ❑ Water Only E) ❑ Landscape Irrigation ❑ Water Meter / Permanent — No.: , Sizes• ❑ Moving an Oversized Load ❑ Water Meter/ Temporary:— No.: ,. Sizes: Est. start/end times: Estimated quantity: Date: Schedule: ❑ Sanitary Side Sewer — No.: ❑ Other: WATER METER#;;! : ; Name: Phone No.: :.REFUND/BILLING::::: Street Address: City /State /Zip: MONTHLY >`<< »;:j Name: 11 t¢ GJ Phone No. (j • BILLINGS '; <LO: '<> > _` Street Address: ���. Q S 16 C/.LS City /State /Zip: / /,tclu' f. (,t J� qw ri ❑ Water ❑ Sewer ❑ Metro ❑ Standby DESCRIPTION •:OF :PROJECT ' . .❑'Single- Family Residential ❑ Multiple- Family Dwelling ❑ Hotel ❑ Duplex ❑ Apartments ❑ Other: No, of Units: ❑ Motel ❑ Triplex ❑ Condominiums ❑ CommerciaUlndustrial ❑ Office ❑ Warehouse ❑ Church ❑ School /College /University ❑ Retail ❑ Manufacturing ❑ Hospital ❑ Other: MISCELLANEOUS ❑ New Building j)w 11figi, J Remodel/ Square footage of original building space: INFORMATION`::;:;:: Square / Addition Footage: /3 o Square footage of additional building space: King County Assessor's valuation of existing structures: $ Valuation of work to be done: $ " 1 HEREBY CERTIOYTHAT 1 H. VE R! D :THIS APPLICATION ANQ: KNOW THE:.SAME;TO BE: :TRUE AND :CORRECT ? Applicant /Authorised Contact Person . --1 - ` f � Agent Sion. r- �. .�.rl�L� / (print name): I 1 I� f Ott r w Print Name: / )/YW ( t4„ Address: t3( 10 f) j Date: ,3/23/95 Phone: ���p Q ? / Phone: Y C� oq fC/ Date Application Accepted: - 0G; Date Application Expires: i C15 . _/ 04/22/92