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HomeMy WebLinkAboutPermit D02-351 - SLEEP TRAIN - SHELLSleep Train 235 Strander Blvd. D 02 -0351 • ready for issuance brad H � • .1« - - �. ,_� _ ' • /3i¢2 rz , . Receive• f- l r (' , c ' . c--.0, v 2 (please print) Revision Date Start Date Staff - No. Received Initials Issued l Initials </ I 'y�vZf�s' I S' I Vi I S Summary of Revision: //fp ", , p' ,,ql�,��, `; � �-���., _ Received By: it/ (' - /D e Ae, -' _ �'(4frij t' (please print) '1, "'ia t Y Revision Date I Staff I Date 1 Sta p ' } No Received I Initials Issued Initials' �� t .4t, , 1.1.11=1.111.17 6 1 la I ; 1 i glifK8ti° Summary of Revision: /}. & „ C 4 /o ' ` ,,A 7 eA _ R ., a ,r ' 1l� l t br j S�" ReceiveZ1-8 - -r . r,.j.� IplNa print) / i +t. • -" . • . PLAN REVIEWIROUTING SLIP ACTIVITY NUMBER: D02 -351 DATE: 8-3 -05 PROJECT NAME: SLEEP TRAIN z ~ ~w SITE ADDRESS: 235 STRANDER BL r 0 Original Plan Submittal Response to Incomplete Letter # w W Re sponse to Correction Letter # X Revision # 6 After Permit Issued N w w O 2 wN ■ U Permit Center Use Only 0 I-- INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Z Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: • TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required de REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 9-1 -05 • Approveln Approved with Conditions n Not Approved (attach comments) ❑ 4111 Notation: ` REVIEWERS INITIALS: DATE: ' Permit Center Use Only s:. CORRECTION LETTER MAILED: , Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: � 4aa;„ Documents /routing slp.doc 9 2.28.02 i , �.'. ,} , , } , a r ry, of ' agwrww uo,,,' Her+' t.. �enwtn�.+ v, �w+ rw,. M�,..«w wn. rw ,a....nxp,.�uw»s..aww : i. �,.,. ,.,. ... ..........µ«..,.,... / ir___ v « PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D02 -351 DATE: 8 -3 -05 PROJECT NAME: SLEEP TRAIN Z SITE ADDRESS: 235 STRANDER BL . .J o Original Plan Submittal Response to Incomplete Letter # c o W w Response to Correction Letter # X Revision # 6 After Permit Issued -I1- w 0 DEPARTMENTS: u_ Building Division n Fire Prevention Ar Planning Division n = d I-- z w = Public Works n Structural ❑ Permit Coordinator n F 1-- o w ~ w DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 8-4-05 o Complete Incomplete ❑ Not Applicable ❑ o w Comments: - .z o Permit Center Use Only 0 INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: ° • Please Route ❑ Structural Review Required ❑ No further Review Require REVIEWER'S INITIALS: £L DATE: f/ & S� APPROVALS OR CORRECTIONS: DUE DATE: 9-1-05 Approved Approved with Conditions Not Approved attach comments?f PP n PP n PP ( comments) n • Notation: REVIEWER'S INITIALS: DATE: . �.'' Permit Center Use Only t x!' CORRECTION LETTER MAILED: < ; bo, Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: IM MO Documents /routing slip.doc 2.28.02 W• fib; ...;(a. •.1...•ti .,.•.... r.IF1 " 'f.. - .r:,,.ralia a> La. u r r v .. .. .... r.....i. .... . ! .., • +,r ..y . ri.tY, f.. IhAr. . r. ...n ♦aw ... ., w a .. . . —..._. }r:f%. ?V M1+ • ready for issuance brad decker . - . r. r ■ PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -351 DATE: 04 -29 -05 ; PROJECT NAME: SLEEP TRAIN z H SITE ADDRESS: 235 STRANDER BOULEVARD z w Original Plan Submittal _Response to Incomplete Letter # v o 1 co Q r Response to Correction Letter # X Revision # 4 after / permit is issued J H CO W w 0 DEPA RTMENTS: 2 Building Division I"( Fire Prevention El Planning Division 111 u. CO Public Works ❑ Structural El Permit Coordinator ❑ H w Z1- DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05 -03 -05 w O w Complete 4 Incomplete ❑ Not Applicable ❑ D o U r _., , ,..-c Comments: C c=L- ;, 1A.- fie C.::10 1cz.,,1? . Th e 5 o - . ww 1- U Permit Center Use Only U. 0 INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: LLi Z w Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: H H i Z TUES /THURS ROUTING: , Please Route ' Structural evi Required ❑ No further Review Required J ❑ ?,' REVIEWER'S INITIALS: DATE: . ' /' f APPROVALS OR CORRECTIONS: DUE DATE: 05 -31 -05 • I Approved , I % % Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: a. Permit Center Use Only , . "h. • CORRECTION LETTER MAILED: }_ ;; ±' Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: I i : K i' ,y. ." . Documents/routing slip.doc 3' ' 2.28-02 t �. " tip '4" .. .. .. . ... .. - 1...yayro h: �vn. x. r\: ....e.2.t..w.r...... ..- ,..y........r ... ... _. ........ww...n._.....,... .. .. i PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -351 DATE: 04 -29 -05 PROJECT NAME: SLEEP TRAIN SITE ADDRESS: 235 STRANDER BOULEVARD z Original Plan Submittal Response to Incomplete Letter # 6 co 0 Response to Correction Letter # X Revision # 4 after /€e permit is issued � u. ( DEPARTMENTS: w Building Division ❑ Fire Prevention X Planning Division ❑ g i Public Works ❑ Structural ❑ Permit Coordinator ❑ = d I— III z � DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05 -03 -05 w O w Complete ❑ Incomplete ❑ Not Applicable ❑ v N Comments: 0 0 1— •=w • Permit Center Use Only LL H INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: .. Z U = Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 0 I-- Z TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required � • REVIEWER'S INITIALS: t� 2z 4 7 7 DATE: �OJ s APPROVALS OR CORRECTIONS: DUE DATE: 05 -31 -05 I Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ • Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: • t.i ,wr a y b • ,\ y Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: t." fi •^c Documenlsrrouting slip.doc 2.28.02 ' . .:, `n+7a} :; .../ :... '1 ... '.: .;. .'.-'.,. •, ..,'.: ./..w. M,1 Le .f.... .. 7Ff,.,.r. r.n <.+/ i ./. w'r L #.i ... ah'vtl.M/a.wwy.rwvh«. .. .. ,. 4r PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -351 DATE: 04 -29 -05 PROJECT NAME: SLEEP TRAIN SITE ADDRESS: 235 STRANDER BOULEVARD w re 6 0 . Original Plan Submittal Response to Incomplete Letter # v o N 0 • co w Response to Correction Letter # . X Revision # 4 after/befofe permit is issued t �w w 0 DEPARTMENTS: 1- Building Division ❑ Fire Prevention ❑ Planning Division u- Public Works ❑ Structural ❑ Permit Coordinator ❑ Z = DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05 -03 -05 i z w Complete ❑ Incomplete ❑ Not Applicable ❑ v p Comments: o H w w U Permit Center Use Only LL 0 INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Z N Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: j H O z TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05 -31 -05 ' Approved Thp Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: 4\<V PP Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: llt 1143 ,.. Documents /routing slip.doc 1' 2.28.02 avaccan, mnw.. r asweo., w,.. rwa,w ...w....,.........._._......... ..........,.,..,., mnr ..tawrt}axe+r+rw,........„.... ;,5�' } —., , '.\ . . 1 ^ 1 , M PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -351 DATE: 04 -29 -05 PROJECT NAME: SLEEP TRAIN z SITE ADDRESS: 235 STRANDER BOULEVARD w re 6 D , - .- , ..cr , ;` 1 w --. t r tMC', ti ■ I I PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -351 DATE: 02 -10 -05 PROJECT NAME: SLEEP TRAIN z SITE ADDRESS: 235 STRANDER BOULEVARD ' z w re Original Plan Submittal Response to Incomplete Letter # _1 O i w o . 1 Response to Correction Letter # X Revision # 3 after / permit is issued J co W H N u. w 4 DEPARTMENTS: 2 Building Division ❑ Fire Prevention ❑ Planning Division Y u_ < 1 Public Works ❑ Structural ❑ Permit Coordinator ❑ = W I- _ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 02 -15 -05 iz w Complete ❑ Incomplete ❑ Not Applicable ❑ v o Comments: O N o 1- wW ._ Permit Center Use Only u. 0 INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: ai Z Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: H I O z TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ ■ REVIEWER'S INITIALS: DATE: 0 6)-1'9 APPROVALS OR CORRECTIONS: n . r" DUE DATE: 03 -15 -05 'A Approved ❑ Approved - E�andit o�ii s Not Approved (attach comments) ❑ so pap 0. Cp,a �"bv• w V , i Notation: REVIEWER'S INITIALS: c, DATE: 2 2'o� % , i Permit Center Use Only i CORRECTION LETTER MAILED: issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: , f 1 L : 3 :,: . t i Documents /routing slip.doc . . , c:".1 2- 28.02 - t.�! i. ^its: ,I"A F °' Fn: au;;:s �,...t r•. ,..v. �v..., .; t ti. ,..,.r,- ...ivJG'�i. ':v:�Y:! %'.sj.u.+1,:; t1 +��a >.:�t.,�.:µ ron:uY.c�.,.i, «sa Lcirr._a.cCtt�>;. ..... .. ,.... .. .. ..,..,,.....-,. nr:.*!' tp '1�'t1',AST+W?,'„r�. ?nw,;....,. 1 r' , [ .., -- — - I PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -351 DATE: 02 -10 -05 PROJECT NAME: SLEEP TRAIN z SITE ADDRESS: 235 STRANDER BOULEVARD _ t- z w Original Plan Submittal Response to Incomplete Letter # '6 D JU 00 co Response to Correction Letter # X Revision # 3 after / perm i s i ssue W H Wu. DEPARTMENTS: w Building Division ❑ Fire Prevention ❑ Planning Division ❑ g 5 Li. Public Works Structural El Permit Coordinator ❑ N C! ?H ■ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 02 -15 -05 z o wui Complete ❑ Incomplete ❑ Not Applicable ❑ D o Comments: .0 N 0 I- Ili .= U 1 -- Permit Center Use Only H H INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: .. Z cn ,? Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: U 0 F" z 1 TUES /THURS ROUTING: Please Route '( Structural Review Required ❑ No further Review Required ❑ + REVIEWER'S INITIALS: Qjj DATE: I/i OS ) APPROVALS OR CORRECTIONS: DUE DATE: 03 -15 -05 Approved ❑ Approved with Conditions ril Not Approved (attach comments) ❑ • Notation: REVIEWERS INITIALS: ji S DATE: 3/11/0/C)S-- ,_ , 1.5 9), Permit Center Use Only "} `k A' is CORRECTION LETTER MAILED: 1 afrc P Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: {' "' ? "A . / .. .I . p.�:q Documents /routing slIp.doc d 1 2 -28 -02 �, , �,. "''A e K' irtp ^,u: o "rw�t_',,+:i," .d,C+lnaai.S iGi.:7kiww:I. .w...d .,.xh re ,. ..., =+r, t 46( -- r �- - Cr' -- - ti :\ PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -351 DATE: 10 -14 -04 PROJECT NAME: SLEEP TRAIN Z SITE ADDRESS: 235 STRANDER BOULEVARD z re 2 Original Plan Submittal X Response to Incomplete Letter # I v o CO o U) w X Response to Correction Letter # 2 TO X Revision # jafte permit is issued N ~ 0 2 DEPARTMENTS: g 5 u_a Building Division ❑ Fire Prevention ❑ Planning Division ❑ = W Public Works Structural Z ❑ P ermit Coordinator z0 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10 -19 -04 ? LU o U N Complete ❑ Incomplete ❑ Not Applicable ❑ O i o ff Comments: 'I I w , LL. O Permit Center Use Only lil Z INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: H F—=- Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: z TUES /THURS ROUTING: Please Route IV Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: \C u2 J DATE: 1 1 O f APPROVALS OR CORRECTIONS: DUE DATE: 11 -16 -04 Approved " Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: S DATE: 10 2 1/- ,M31 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 444 Documents /routing slip.doc b�, 2 -28 -02 , r .. I r7 • ri + . ..0 •r, r 1. .. .... <C�,.u.5r 1'n .....q` ^J: .... .'••7..:i/k1'f.•... wcx.. . rfWewsn ..w..... ..... .... .. ..:...mr,r..v nYiN•rteT.+Ir N51 r.•li+�' #VYVN.,.x......., ty.Y. •lYY.,,.i bRi, FW' .,-- - -- k 4r . ,1 ` •_ C ~ 1 / ,ice ■ PLAN REVIEW /ROUTING SLIP , ACTIVITY NUMBER: D02 -351 DATE: 09 -22 -04 PROJECT NAME: SLEEP TRAIN z SITE ADDRESS: 235 STRANDER BOULEVARD w Original Plan Submittal _Response to Incomplete Letter # o N 0 co w_ _ Response to Correction Letter # 1 TO X Revision # 1jafter/ permit is issued J ■ N ur w i 2 DEPARTMENTS: g u. Q Building Division Nie Fire Prevention ❑ Planning Division ❑ = Ci { Public Works ❑ Structural ❑ Permit Coordinator ❑ 1-- i F- O DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 09 -23 -04 2 n op Complete ;4' Incomplete ❑ Not Applicable ❑ p N Comments: u '— w 'I W E H Permit Center Use Only • Z INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: U O Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW CI Staff Staff Initials: z i i • I TUES /THURS ROUTING: i Please Route ❑ Structural Review Required ❑ No further Review Required 1 Atv • 1 REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10 -21 -04 • Approved / Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation : / ; y ..:::;. REVIEWERS INITIALS: (�,.- DATE: : ,,,,, AN t 4 1 4 Permit Center Use Only gliL AM CORRECTION LETTER MAILED: 5 a Departments issued corrections: Bldg ❑ Fire ❑ Ping CI PW ❑ Staff Initials: ??M7 ;, t {.'{�i.�j.: 4 Documents /routing slip.doc a '� � 2-28-02 s 't f, v?t f Zc �,: ..' L- ..:.,. ,'.v •.. , , • , �.:,,. ... ..::ukui.�.'tti:,:y7:ia.+,+'... • wc>v :s.:.. a:.. N. ,�. .....tea .,.. _ . _.... .. . .. ___.. TmevAltovoiritOVfV411V ,., ,.. , _ „,., .... 3 -� .. .` . 400. - : j .. - .. «. .'h':'.. .. r "hd.. :)r': 'j .h(; }. TX.. .3:1:.1, u'. 7Jr�r, 7�. VF' F}• �r. rJr ..............�..,..u.- ...... _... -_ , . Approved with Conditions ❑ Not Approved (attach comments) `� fri t:1 RE VIEWER S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: �L^ iYl DATE: ( 1/ Z`� j(? ^.: ..:,;, ; : y. 44 Y ' i Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ,g r 'Vt a�'fT 4i. ` A t Documents /routing slip.doc ��x . 2 -28.02 : b r i ii .. ,. •. .. •. :..., f,::.''.: .::4 �, .f; T,: } I :.. (: • 1.k:: `a`;r r.,. r. r.., ta.`+ +r!>•YaM *.T* +•^."».44t: ++.... .., fi.A'klt.t6A Rf vR +•.. .. ' 1 '' Lie :s 1 ..... PLAN REV I BIJI RO U TI N G Si P ACTIVITY N U M BER: D 02 -351 DATE 08/12/04 PRO.�CT NAME Sleep Train • z SITEADDRES�, 235 Strander Blvd Original Plan Submittal Response to Incomplete Letter # N o CO u. Response to Correction Letter # X Revision # 2 After Permit Is Issued D �' V w o B'ARTM BV T& ▪ Q , N � Building Division ❑ h ot/0' d Rre Prevention ❑ Planning Division 17 W Public Works p lete ❑ get Structural ❑ Permit Coordinator ? P - • w ( �o DETERMINATION OF COMPLETENESS (rues, Thurs.) DUEDATE 08/17/04 U co Complete ci ot A p plicable ❑ .= w • • LI U o Comments w � U — Permit Center Use Only INCOMPLETE LEITERMAILID Incomplete ❑ : LEi i OFCOMPLEFBVESSMAILN Z .y Departments determined incomplete: Bldg 6! ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials i j TUTHURSROUTING: f�1 DATE Please Route El Structural Structural Review Required I I No further Review Required l I RESJILNER'S INITIALS APPROVALS O R CO RRECTI O N S DUE DATE 09/14/04 Approved Approved with Conditions❑ Not Approved (attach comments) ❑ y.q. ti:• Notation: REVIEWER'S INITIALS C�dW DATE S !Z O Permit Center Use Only COIFZ 11ON LETTER MAILED: Mkrak Departments issued corrections Bldg ❑ Fire ❑ Ping El RA/ ❑ St aff Initials g - ' r '` Documentalroutinpallp.doc 2.28-02 ....r•wrn+9.a > .. liti'. e M7llN *• . 4. tpwr -, k,,:.a•s , ,+•nrn.rn.,.... '.k•. ;• : .•.. r.. . .f .:rr {FFri <s.r:... ynvr. ,.....+. . wuo ,u. .,,......_.."n bn.:.._ _.. . _.`l — - - -- - - ._,r • - . 4 ,`� ■ PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -351 DATE: 07 -01 -04 PROJECT NAME: SLEEP TRAIN z SITE ADDRESS: 235 STRANDER BOULEVARD 6 D Original Plan Submittal Response to Incomplete Letter # v 0 co 0 CO ' I Response to Correction Letter # X Revision # 1 afteribefore permit is issued -J w DEPARTMENTS: . g 5 u.¢ Building Division Fire Prevention ❑ Planning Division ❑ i d � w Public Works Structural El Permit Coordinator El Z = I— I— 0 Z I— DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 07 -06 -04 ? o � Complete Incomplete El Applicable ❑ . H �A' Comments: w w I— II- O Permit Center Use Oniy Z Iii w , INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: U I Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: z I- ; TUES /THURS ROUTING: ' k Please Route fr Structural Re ie Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: _......t......,_. DATE: 1 I D'f APPROVALS OR CORRECTIONS: DUE DATE: 08-03-04 Approved 4, Approved • ith Conditions ❑ Not Approved (a . comment ❑ m k s Notation: _ • i i, v; . -.A I . ; /` ...: . REVIEWER'S IN ALS: 4:--- DATE: `] i� 1S G� .: 'A Permit Center Use Only C CORRECTION LETTER MAILED: ' ; Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: la,, . : • l , t',441 T' +:t Documents /routing slip.doc r . 2-28-02 A ' 4 ' .4 , t. ''^ .f:'.' .+.:.;:wiv,:,.a..v4:..w:. ..�<<::.;.:..:.:ss;+:sa....:..: w.�+:.'iNM'+6l ... u :. .. 'u:iw.,w�.:;✓.:i'v , u+ na» rs .'sYO+w..r.n..,...........__. .... ..... _... s, .n•,nw�LTii?T :p. ^`.'K�k4kMJ'h'fYY'!b.4rtnnw ... v. . — 7 .— ., — Ir , . t 4./ ■ ;\ ■ PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -351 DATE: 07 -01 -04 PROJECT NAME: SLEEP TRAIN z SITE ADDRESS: 235 STRANDER BOULEVARD w Original Plan Submittal Response to Incomplete Letter # -J 0 No Response to Correction Letter # X Revision # 1 after/before permit is issued N w w O 2 a DEPARTMENTS: g 5 �? Building Division ❑ Fire Prevention Planning Division ❑ w pi I- 111 Public Works ❑ Structural Permit Coordinator ❑ Z = ; F– Z O DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 07 -06 -04 ? o Complete ❑ Incomplete ❑ Not Applicable ❑ o Comments: _ w . I- O Permit Center Use Only - ti! Z INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: U = ' O ~ i Departments determined incomplete: Bldg 0 Fire ❑ Ping ❑ PW ❑ Staff Initials: Z TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: , 1 APPROVALS OR CORRECTIONS: DUE DATE: 08-03-04 Approved ❑ Approved with Conditions ra Not Approved (attach comments) ❑ . Notation: .5e— ' FOR_ 'J0, 1-r_ (1/2. /d 2.i. . J 44 .. 'Ui REVIEWERS INITIALS: Q.S C DATE : O ,f v: ;., Permit Center Use Only ; :'1' . t CORRECTION LETTER MAILED: + Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: I, = \ ip ' ' 43 Documents /routing sllp.doc c? , s 2 -28.02 ,' a + r pr • 00 ' , . , .:`f. F. w. 3::+.. w.: .....,.a:.::.ila.d•:<b. ,.:.:w.;",:i..uaa:da:'.a.i... .. s.:.•:�. ..�. .u..:a...0 ... .............. .•........, n�, r^pgbY'Ci,`R` ... 4'!'� u n 1 1 -- 1.C w. o PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -351 DATE: 07 -01 -04 PROJECT NAME: SLEEP TRAIN z SITE ADDRESS: 235 STRANDER BOULEVARD z Original Plan Submittal Response to Incomplete Letter # _1 0 co 0 co liJ J 1 -� -- Response to Correction Letter # X Revision # 1 after/before permit is issued 0 u. al r ' DEPARTMENTS: g 5 u_¢ Building Division ❑ Fire Prevention ❑ Planning Division = a Public Works ❑ Structural ❑ Permit Coordinator ❑ Z i 1-O Z (- DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 07 -06 -04 j o Complete ( 6 Incomplete ❑ Not Applicable El o Comments: w w • I I--. IL O { Permit Center Use Only W Z INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: U 2 4 O /— Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Z TUES /THURS ROUTING: ..1-p M i h el te, Please Route Structural Review Required ❑ No further Review Required ❑ . REVIEWER'S INITIALS: �, DATE: 1 / (/ / 1 \ i APPROVALS OR CORRECTIONS: DUE DATE: 08 -03 -04 . Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) 81 Notation: : REVIEWER'S INITIALS: 0 � LO I �Y . ` ',: ``h R DATE ` ! . m Citiv& !, Permit Center Use Only CORRECTION LETTER MAILED: r Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Ay ! >, ';'/ i t 6... ,,,: Ct '•, )) : ., f a rr " '1rC� a r i:v �� °'stf1,:A r�l� � +` ftn;.7 Documents /routing slip.doc 2-28.02 •' 4. E 1 r 'i „•C: ±:. qtr,. ,. a..: "`f: ;.. ... �.,�,,, ,._.u.,., .^.`.tG iew.. .........,.xer...,�..�n,..e... .. .,_........ ... •. > .s+,aays'rrgK . . rr , ............. 1 r . . PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -351 DATE: 07 -01 -04 PROJECT NAME: SLEEP TRAIN SITE ADDRESS: 235 STRANDER BOULEVARD z w Original Plan Submittal _ Response to Incomplete Letter # J 0 u) Response to Correction Letter # X Revision # 1 after/before permit is issued i DEPARTMENTS: g 5 Building Division ❑ Fire Prevention ❑ Planning Division ❑ uwi a Public Works Structural ❑ Permit Coordinator ❑ F _ F- O ZF- DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 07 -06 -04 W Complete ❑ Incomplete ❑ Not Applicable ❑ § Comments: o . w w = ' Permit Center Use Only LL O INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: U N_ Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 0 I— z TUES /THURS ROOTING: Please Route 15 Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: - DATE: el (.) . 0 0 _ D Z , 01 APPROVALS OR CORRECTIONS: DUE DATE: 08 -03 -04 • Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: PLo--, Q, �'u- jIi,e., REVIEWER'S INITIALS: t C. J ' DATE: 9f S/ 09 y Permit Center Use Only CORRECTION LETTER MAILED: k, Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: % ' 4 � y,y p yy p y. t � y � .6w'�j l•$��41 t - h'..743 r Documents /routing slip.doc • 2.2802 tk �. co ' ' .G,: , .[rera.da! , kr.r .: er r-yrra t.>+ ; .. ,a. .. •,. ,: . «r -v r.cwMa..., .... -I � -- b City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 } Permit Center Authorized Signature: l ���- ` . Date: O z 1 I hereby certify that I have read and examined t‘ permit and know the same to be true and correct. All provisions of law and '� w ordinances governing this work will be complied with, whether specified herein or not. 6 2 -J U The granting of t ' - •er a' • e - ot -te • - - • •rity to violate or cancel the provisions of any other state or local laws o co regulating co ,i . ion or the performance of work. I am a - • ized to sign and obtain this development per mit. J = Signature: — Date: //a Vo Y co u_ Print Name: � l ae.: S¢i' fie g This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is = 0 suspended or abandoned for a period of 180 days from the last inspection. F _ Z � s H 0 Z g � U � i 0 O ' La ,= U H — : -O lij H _ o yh o �� ., doc: Devperm D02 -351 Printed: 01 -29 -2004 t . . . .. .. .. .. .1.; ., .. .: L•'.: li'.; ;%,,t'�,:� l:l •{i. t: ♦`... . �:i ..iiLt..Y.t' .rti+';.11C: t.:iC n. .: H•:vu.r.:r . .. ... .. 1Ltie .rai4lJ.fSafw 1u+n.v>.... ... e'*.. +r wr+tlrh ready for issuance will harris . ` TUES /THURS ROU G: Please Route Structural Revi-' 'e•uired ❑ No further Review Required ❑ REVIEWER'S INITIALS: 114 ' i DATE: 7- 2Z -03 , 1 APPROVALS OR CORRECTIONS: DUE DATE: 05 -19 -03 Approved ❑ Approved with Conditions iie Not Approved (attach comments) ❑ Notation: i �,` REVIEWER'S INITIALS: (1 DATE: 2. ; r , , n V Permit Center Use Only Ni � a� "x CORRECTION LETTER MAILED: f - +',, Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: , .. „ 43 uogii Documents /routing sllp.doC ` all ^- r t�,.�,� 7 0 2-28-02 '' S�' . �rfahs •. e !: t ' , t ' dI..,,,.M T4,...„.PTlCY1+'M:"A„t ea.v..,^.„..,.. ,..r .,,,- „,..-,.... . , -.. •, .....-,,,,,,.,:„,,F?„.•,,,,. !ple,,,x„ „,.a,,..„ 5 ,,,, ,: . S'G, - -. • , r PERMIT NO. �.��/ C.'� 357 TENANT NAME: 6 (eJD �rO i v BUILDING PERMITS 446 INSPECTIONS CONDITIONS l Progress Inspection Status 10001 No changes will be made to the plans unless approved 2 Pre- construction by the Engineer and the Tukwila Building Division 3 Investigation • 10002 Plumbing permits shall be obtained through King Co Z ❑ 4 OK to Occupy i% 10003 Electrical permits obtained through L & I < • ❑ 5 Remove Stop Work Order d 10004 All mechanical work shall be under separate permit :1 Z W ❑ 6 Follow -up ii 10005 All permits, insp records & approved plans available re ❑ 7 Pre -Move Inspection 10006 All structural concrete shall be special inspected 6 5 ❑ 50 WSEC Residential ❑ 10007 All structural welding shall be done by WABO certified ❑ 60 WA Ventilation/Indoor AQC inspector co 0 ❑ 70 NLEA Inspection/lviodular Struct ❑ 10008 All high- strength bolting shall be special inspected U) W ❑ 71 Mobile Home Tie Down Insp ❑ 10009 Bolts installed in concrete shall be special inspected Ill I OI r Marriage Lines ❑ 10010 When special inspection is required...notify Tukwila U) LL- /P4 90 Resteel Building Division W 0 • 95 Footing Drains 100 1 The special inspector shall submit a final signed report 100 Foundation Footings 2 10012 Any new ceiling grid and light fixture installation J 200 Foundation Walls -% 10013 Partition walls attached to ceiling grid LL Q 250 Foundation Insulation ✓ • 10014 Readily accessible access to roof mounted equipment U) d ❑ 300 Concrete Slab /Slab Insulation ,;% 10015 Engineered truss drawings & calcs shall be on site I W • 350 Crawl Space ...r, 10016 Any exposed insulation backing material shall have z I 10017 Sub grade preparation including drainage, excavation F' i - 400 Shear Wall Nailing • g P P g g • 450 Plywood Wall Sheathing ❑ 10018 A statement from the roofing contractor verifying tire E- 0 Z 0 500 Roof Sheathing Nailing retardant class of roof W UJ • 525 Plywood Deck Nailing' 10019 All construction to be done in conformance w /approved ? 0 ❑ 550 Exterior Wall Sheathing plans U ❑ 600 Masonry Chimney O N 10020 Structural observation shall be project 0 provided for this ro H • 610 Chimney Installation/AlITyyes ❑ P P .1 ':I 700 Framing ❑ 10021 All food preparation establishments must have King Co = W 10022 Fire retardant treated wood shall have flame spread of I- U 0 750 Roof /Ceiling Insulation P 800 Floor insulation 10023 Notify Building Division prior to placing any concrete ti O -5.,:. - :01 Wall Insulation i 10024 All spray applied fireproofing shall be special inspected Z 802 Exterior Roof Insulation 10025 All wood to remain in placed concrete shall be treated Ui co 803 Glazing Inspection ❑ 10026 All structural masonry shall be special inspected H I • 815 Lighting and Controls 0027 Validity of Permit O ~' if 900 Suspended Ceiling f Rack storage requires separate permit Z • 1000 Interior Wallboard Fastening • 1001 Exterior Wallboard Fastening 10030 No occupancy of building until final insp by Bldg Div ❑ 1110 Pre -Move Inspection 10031 Comply with requirements of TMC 16.04 1115 Motor Inspection ❑ 10032 Remove all weeds, concrete, stone foundations, flat t 1120 Pre -Demo ,.- concrete 1 140 Pre - reroof ❑ 10034 Removal of septic tanks require approval and 4, 1400 Final -Fire compliance with King Co Health Dept. 1700 Final - Building ❑ 10035 Contact PW Div to obtain insp for water /sewer connect ❑ 1900 Final - Reroof ❑ 10036 Manufacturers installation instructions required on site ❑ 3100 Site Visit i 4000 Special - Concrete ❑ 10038 A C of O will be required for this permit . • 4001 Special -Bolts in Concrete ( 10039 Final approval for all TI w /in the limits of the SC Mall ❑ 4001 Special - Mom/Resist Conc Frame ❑ 4003 S ecial -Reinf Steel Prestress ❑ 10040 All construction noise to be in compliance with 8.2 TMC - ❑ 4004 Special - Welding ❑ 10041 Ventilation is required for all new rooms & spaces as ❑ 4005 Special - High - Strength Bolting u ❑ 4006 Special- Structural Masonry ❑ 10042 .Fuel burning appliances R ., „ 4007 S ecial -Reinf Gypsum Concrete ❑ 10043 .Appliances, which generate M,F.t ; Conc Fill ❑ 10044 Water heater shall be anchored i .'.a'`+ 4 008 S ecial- Insulatin ❑ Special-Insulating ' ❑ 4009 Special -Spray Fireproofing ❑ 10045 ..Reroof '"'.',` ❑ 4010 Special- Piling, Piers, Caissons ❑ "Anchoring - All new construct and substantial , ❑ 4011 Special - Shotcrete improvement shall be anchored t preve tlotation" , ` # ,,. ❑ 401 Special- Grading, Excav /Fill ``� "' '" ❑ 4013 Special- Retaining Wall i '''' Plan Reviewer: Date: 1 ❑ 4014 Special- Panels ;)0.1-; *fir ❑ 4015 Special -Smoke Control System 2 ' "�` e '� °"� °''7 Permit Tech: s� Date: 7 03 i 1 1 J . ■ ■ PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -351 DATE: 5 -13 -03 . z PROJECT NAME: SLEEP TRAIN , _ 1-: CC lij ir---` . ■ -_, ' PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 - 351 DATE: 5 - - PROJECT NAME: SLEEP TRAIN z ~w SITE ADDRESS: 235 STRANDER BL � aa ui Z 0 co Permit Center Use Only O H INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Z ' Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTI G: l Please Route Structural Review Required n No further Review Required I REVIEWER'S INITIALS: DATE: I APPROVALS OR CORRECTIONS: DUE DATE: 6-12-03 Approved Approved with Conditions Not Approved (attach comments) ' ` Notation: .,,,,, REVIEWER'S INITIALS: � DATE: //9/ .t 0 Permit Center Use Only t CORRECTION LETTER MAILED: l *fi 1 Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: '� x , ti;' I � r+'$. s,. r 1 Documents/routing slip.doc 0 a 2.28.02 t },4 Y1� M s I ,: .,:..; .. +:.: •n. >: .r .., a"., rs. q: k+: E+' rar4eFnro, tv; ur, �rrlMwrsn +'txF�t:t+vt:xY + ;aw�u, craw ,,.„. ,..;L ., ": . 1 •'if4 4iPft: .44 As1uextr'1''�t rigA r' ■ - . - -' ■ . :` _'\ PLAN REVI /ROUTING SL ACTIVITY NUMBE D02 -351 D ATE: 04 -01 -03 PROJECT NAME: SLEEP TRAIN z SITE ADDRESS: 235 STRANDER BL ' 1- z w cc 2 Original Plan Submittal _ Response to Incomplete Letter # _, o 0 =MEMO 0 X Response to Correction Letter #1 Revision # After Permit Is Issued w 0 = J 1— CO DEPARTMENTS: g n u.¢ I Building Division Fire Prevention ❑ Planning Division ❑ w d Public Works Structural ❑ Permit Coordinator ❑ H I-- O DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 04-03-03 ILI L D 0 Complete ' %/, Incomplete ❑ Not Applicable 0 c.) 0 Comments: In H ,w w ~- u Permit Center Use Only .. Z INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: 0 2 H Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 0 ~ TUES /THURS ROUTING: Please Route %% Structural Review Required ■%' No further Review Required \ REVIEWER'S INITIALS: ‘- 1 2-1.-- DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05 -01-03 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: '' ;t4-....: DATE: REVIEWER'S INITIALS: b Y.;.. x -, 1., w . Permit Center Use Only ,,- ' x NZ CORRECTION LETTER MAILED: "' ., Departments issued corrections: Bldg ❑ Fire ❑ Ping El J ,, PW ❑ Staff Initials: , r ; ti Documents /routing slip.doc ^ { +', ' .` 2 -28.02 ,tf t .arrw' ` pion . "zit?„ t. ,,", ,.,,. RR �� .t.t . ,p, . s: , c6n r. s, W ;at r�r <�,t Xt+s;+� �:am 4wii: �; r,:i'., F l�q , . . ......, , r .w.- ,�,,.. » > rx .. .. �,, ,,, +r.ar, :u `. .R Sr �1 ;- sn1,ld+a�,': !AR + +ff, .Lu1Y + .aiM. df%. d:vT 4L,u�pw.fw �!'� Y.�b°yA:� '.�11iS'4TT, %nM•w,...,.. I - �. — *\ t J.LY, I PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -351 DATE: 04 -01 -03 PROJECT NAME: SLEEP TRAIN z • SITE ADDRESS: 235 STRANDER BL ' z w w 2 Original Plan Submittal Response to Incomplete Letter # o 0 X Response to Correction Letter #1 Revision # After Permit Is Issued co w - wo DEPARTMENTS: g 5 u_Q 8 Building Division ❑ Fire Prevention ❑ Planning Division _co P Works ❑ Structural ❑ Permit Coordinator Z H E— O ZH DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 04 -03 -03 2 D U� Complete ❑ Incomplete r Not Applicable ❑ o Comments: eat 11,o( amA9 cmny, 06A-A.- - DI h. pN►,,o W w • i Permit Center Use Only iil Z INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: U 2 D determined incomplete: Bldg ❑ Fire 1=1 Ping ❑ PW ❑ Staff Initials: z 1 — TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ ' • REVIEWER'S INITIALS: C.13', DATE: "l (S/ APPROVALS OR CORRECTIONS: DUE DATE: 05 -01 -03 . Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWERS INITIALS: DATE: ARAM Permit Center Use Only t T . tMi CORRECTION LETTER MAILED: `'i 4 ro- Departments issued corrections: Bldg ❑ Fire 1:1 Ping ❑ PW ❑ Staff Initials: ,, € ; ,,,,t'3 r,0,1 i 7 Documents /routing slIp.doc ` 2-28-02 60 a 1 _' .,•i., ,. };,.,. :,r:i <. ... i. ,,... ,.s..:r,2r.a..a; ., r tiM1 , r e , 'r'< .. t=s :,,,wsu..,.. �. , .... .. ., womYrt,y >= 6ktalt;# #A+'. "�/ • ij ' . , ' - PLAN REVIEW /ROUTING SLIP + ACTIVITY NUMBER: D02 - 351 DATE: 11 -21 -02 PROJECT NAME: Sleep Train i -z SITE ADDRESS: 235 Strander BI j JO Original Plan Submittal Response to Incomplete Letter # N o co ILI i Response to Correction Letter # Revision # After Permit Is Issued w ' F. CO DEPARTMENTS: g Building Division Fire Prevention n Planning Division n = d I— III Public Works Structural n Permit Coordinator z 1– O Z w w DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11 -26 -02 v o co Complete Incomplete Li Not Applicable w H Comments: O w Z w Permit Center Use Only F- _ O F- . INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Z Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route RI Structural Review Required n No further Review Required n V..6 DATE: t REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: DUE DATE: 12-24-02 gl Approved — Approved with Con itions n Not Approved (attach comments) I'!i r - ' It A h l 54r4 Notation: REVIEWER'S INITIALS: 1644-0, DATE: � � � . ^y,. (Z MI. , Permit Center Use Only �; ;, ,y CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2.28-02 �x�, +TM.zi� 2 Oh* t ,'•i, s , ? ,_ .. wenwmn +ms/mitvnr�auutmref"vos»rm or-wr. n,�•gm,,-K W,=..�, .., «amN ","X,i;��tptwra r�,..s,,.�r + ✓�; Pekt2!+ . • ,,- -. ; Tukwila Building Division 6300 SouthCenter Blvd. Tukwila, WA 98188 i 206 -431 -3670 I Z i BUILDING DIVISION REVIEW ~ w ? N u.. w An initial Building Department plan review has been completed for the subject project. Please address the following comments with revised plans, specifications, and /or other documentation. u. a = 1. The addition's engineered structural design and calculation is noted to be in accordance 1- w z = with a Foundation Design Report #E -9964 by Earth Consultant, Inc., dated January 18, z o 2002. Provide the subject Foundation / Soils report for review. w w ? o 2. Because the existing building is on a pile foundation and the proposed addition is on sped o N footings, this Department will expect the above noted report will address any potential of o E- • { differential settlement. • _ uj • 3. A letter from Shutler Consulting Engineers, Inc. must be provided concurring with the - z addition's design will accommodate any issue raised relating to the differential settlement Lb concerns. o I z Should there be questions on the requirements, please feel free to contact the Building Division office at 206 -431 -3670. ' i No further comments at this time. 1 Y. , y � # I `'} ` " " i1 y 4°yW.ri ', i ,:q. l i rt* ' rk,15,:,,,, S M ~ : 4 1 . ---.,/ - - ■ „,. ,, PLAN REVIEW /ROUTING SLIP ' " - ACTIVITY NUMBER: D02 -351 DATE: 11 -21 -02 PROJECT NAME: Sleep Train z } ,i-Z SITE ADDRESS: 235 Strander BI re ? x Original Plan Submittal Response to Incomplete Letter # o w Response to Correction Letter # ' Revision # After Permit Is Issued N D 2 � DEPARTMENTS: J n u. Building Division n Fire Prevention A Planning Division d = w Public Works n Structural n Permit Coordinator n z _ i_ i I- O Z I- Ill w DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11-26-02 ' v o I O w Complete n Incomplete n Not Applicable I I ' W f- • Comments: I-- v LL' z Iii u) Permit Center Use Only H INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Z ■ Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW 0 Staff Initials: TUES /THURS ROUTING: \ Please Route — Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: i . APPROVALS OR CORRECTIONS: DUE DATE: 12 -24 -02 Approved U Approved with Conditions Not Approved (attach comments) Notation: REVIEWER'S INITIALS: k5( DATE: /2/7-‘4' 0 ry " I Pl Permit Center Use Only 1tl4 ,pouk CORRECTION LETTER MAILED: ; ty ; ;,,p a . Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials :, t int i Documents /routing slip,doc ' & 2-28-02 v .: h� 1c . " p h j ... w......,....�.,.- .x.,.u.w - en exxStJM�, ffiR�Y. r+ Y) Ig�hP7".'/ MVh1DkPYn Marvwwr+ nwswwx+ emW+ S' N +4tx'e+nogxux+er+mcvnxx.•wr nr,+ ... ,_. .... .................�,.®...a....., ...... ...... ,. � ., � - '∎ r ._s. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 - 351 DATE: 11 -21 -02 PROJECT NAME: Sleep Train a _ � SITE ADDRESS: 235 Strander BI re 1 Ilt, Original Plan Submittal Response to Incomplete Letter # U p to co w Response to Correction Letter # Revision # After Permit Is Issued -J 1 CO ti_ w DEPARTMENTS: 2 u.¢ Building Division 0 Fire Prevention 11„ Planning Division = d �w Public Works Structural n Permit Coordinator n ? I- 0 Z I- ww DETERMINATION OF COMPLETENESS: (rues., Thurs.) DUE DATE: -26-02 U o Complete Incomplete — Not Applicable n w W Comments: u. w Z Permit Center Use Only H I INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Z Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: t , • Please Route ' Structural Review Required No further Review Required REVIEWER'S INITIALS: CO DATE: I I j 2(i / 02_ I APPROVALS OR CORRECTIONS: DUE DATE: 12-24-02 ' j , r ' R s'��tµ }k ��s,, n y a? a k Approved Approved with Conditions n Not Approved (attach comments) kn .Y.a.;.x < Notation:;: ' REVIEWER'S INITIALS: t"'4 S--€,C (k A DATE: IiZLiic ``1,,. r ' Permit Center Use Only AN N 3 t ,,, 7 •4: ;.a CORRECTION LETTER MAILED: :04r1 Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: +i,?A : ;,, ,` Documents/routing slip.doc 2 -28.02 , 4, : ,ft , 3 1,, .. �,r,. ,.... .. _ . .. . , . . �! 4C�tPlA3Y�tri�1l �!# tatca%tWmz+��a�MVtw�......r.,., �. . .. ..._.,...,•, �.; wawrucn !�Nn >v.. -... ,.,.t�4 ?l�t�rnra.�vb »� � : PLANNING DIVISION COMMENTS _ : i-- z re ui 6 JU U O DATE: January 29, 2003 w APPLICANT: William L Harris RE: D02 -351 W ADDRESS: 235 Strander Boulevard w O g 17i u_ a a This project was issued design review approval on October 25, 2002 with a _ condition that all illegal signs must be removed prior to the issuance of the building z I- o . permit. Based on our site visit the illegal signs for Mattress Gallery have not been w F- removed. This building permit cannot be approved until all illegal signs are 2 D ; removed. Please call Minnie Dhaliwal at 206 -431 -3685 after the removal of all n co illegal signs. :o � - • .= U o ` _ 0 -.. O z.... ■ i71 4rt • { I i 1:4 "i .a 4 C'... i +, r.,.,....:'. t:^ :.•Y.. _. 4.........x'ai +::...w;.r.n ++ ,... ;,a:.,,y :..,,vaar...m, r... i■ - ... .. _�,.,,`". 4 ` . - -, -, - - . '.. :� „ ,.„. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -351 DATE: 11 -21 -02 • PROJECT NAME: Sleep Train a ,�w . 'atow M}INtVfK1M74\ YfYA+d/lSdfotmoc room! uts, o.... ■ -- -- - - -- •'' • - . ..{., � �W'!; '. CITY OF TUK" ILA OR STAFF USE ONLY 1 :01;3 ermit Center Project Number: r a= 6300SouthcenterBlvd., Suite 100, Tukwila, WA 98188 r ! /96B '- (206) 431 - 3670 Permit Number: , LV / � O\ I New Commercial / Addition / Multi- Family Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Project Name/Tenant: `_1;:. t ' ( t ' I Value of Construction: ADP t Tt o N To •2. 3 5 sT2A N 19 r-- 2 150 c/. /S 9, au) ,ma Site Address: City State /Zip: Tax Parcel Number: 2 5 S S --tzX ►-I 17E fZ. T5c-Vr, -1 k cort,4 `teI e.%& z6 z- 3 '4 - c7 /0 Z - 69_2 Property Owner: ,-, H 4 c) 0C - G%F - Col-( (' (t-S Phone,. 9 74 -07z S Street Address: City State /Zip: Fax ('-'4-°0 �. c. €K'rz�Z. f � r S Zoo. ZC � Y� TUKwIL� f�/t =� S 7 5- 4e 3 Contractor: Phone: T. 13 . i7 - Street Address: City State /Zip: Fax #: Architect: Phone: h)( /A L . HA 2Ta (S , ,4 L . &1 9 3 j /- •z. / Street Address: City State /Zip: Fax #: Z 21 44 ( - 1 SE, 'AM- 4fr U54 1c».- q &o7 S (4z S) 3 9/- 275 0 Engineer: Phone,... Z .) - )cll. r. (Z (OHS VA.- rl�rCa N(� t Nv lz S (� 4zS) 4G - 4c =H Street Address: City State /Zip: Fax #: F-- Z (25-03 13 (2, ?GAY.? , P c.r vuF f (-44 - gtc05 (4 s ) 45G -- 4c176 cc w Description of work to be done: L O1. ()G7"( uN( ( 54-1 rC-L ) ° Zr e 4{ 5- Pr u- - 2D(Tlof( -- - py.(ST)-(6 13° Itwpi;4.6 2 O } � ~ Existing use: 51 Retail ❑ Restaurant El Multi- family ❑ Warehouse ❑ Hospital u- ❑ Church ❑ Manufacturing 1171 Motel /Hotel ❑ Office = d ❑ School /College /University ❑ Other f ' _ , Proposed use: 1 Retail in Restaurant ❑ Multi- family ❑ Warehouse Hospital Z 0 ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office W W ❑ School /College /University ❑ Other j p Will there be a change of use? ❑ yes � no If yes, extent of change: Q — Existing fire protection features: ❑ sprinklers ❑ automatic fire alarm q none ❑ other (specify) MI U N H Building Square Feet: 0 (5 existing Z, � `t 4F new Area of Construction 2 r b4* Sr, u- O z , Will there be storage of flammable /combustible hazardous material in the building? in yes ra, no U N Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets F. I O APPLIC■ W' NT REQUEST FOR PUBLIC WORKS:SITE/CIVIL.PLAN REVIE OFTHE Z (Additional reviews may be determined by,the:Public.Works Department) . : ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling Land Altering q) Cut 42- cubic yds. & te Fill S cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public , ® Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): , Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be '''° Y pP g ure '. ':. reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall P : 1 4 expire by limitation. 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 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once.;! Date application accepted: Date application expires: Application t ken by: (initials) g ii-ozI - of 5- -. 021 cct ' t : „ . ow, via PLEASE SIGN BACK OF APPLICATION FORM !i! NCPERMIT.DOC 1/29/97 ! 1 ` i► µ ' - ALL NEW COMMERCIAL/ADDITIO • LTI- FAMILY PERMIT APPLICATIONS • T BE SUBMITTED WITH THE FOLLOWIN r ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ 'pl. Copy of recorded Legal Description from King County Cig ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433- • 0179 for servicing districCtO II-k WAic4 5 (1... ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433 -0179 for servicing district. I1XU)I ws, (- )A -Tt;iZ z( SGT) ti . ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Five asetsof working drawings, which include : ❑ Site Plan 1. North arrow and scale. ' 2. Existing and proposed utilities and existing hydrant location(s). 3. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements. 4. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions. 5. Location of driveways, parking, loading & service areas, with parking calculations & location & type of dump - ster recycling screening. 6. Location and screening of outdoor storage. 7. Limits of clearing /grading with existing & proposed topography at 2' intervals extending 5' beyond property's z • boundaries, erosion control measures & three buffer protection measures. 8. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers (TMC H w 18.45.040). eG 2 9. Identify location and size of existing trees, note by size and species those to be maintained and those to be J v removed. U o 10. Landscape plan with irrigation: Existing trees to be saved by size and species. Proposed: Include size, CO w species, location and spacing. Location of service areas and vault with proposed screening. I H 11. Location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. N u_ 12. Lowest finished floor elevation (if flood control zone permit required). w O . 13. Civil plans to include size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. U 14. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). = a ❑ Vicinity Map showing location of site _ Z I— ❑ a Building Elevations (include dimensions of all building facades and major architectural elements) p Fli ❑ Mechanical Drawings w u j ❑ ® Structural Drawings (detail of sprinkler hangers, pipe, duct & vent penetrations in structure) U p ❑ FA Architectural drawings 0 co ® ❑ Specifications (if separate document) iu w ❑ ® Structural Calculations ► gl El u_ Sprinkler structural calculations indicating load of water - filled sprinkler piping , o Z ®, ❑ Height Analysis U ❑ ❑ Soils Report stamped by Washington State licensed Geotechnical Engineer p I , a si Topographical and Boundary Survey — c V r c_ TD C- Z in ❑ Tree Coverage Analysis (Multifamily only ) ❑ ® Washington State Energy Code Data and Non - Residential Energy Code Compliance Form H -7 • , ❑ ❑ Completed Land Use Applications if not previously submitted (i.e. SEPA, BAR, Variance, Shoreline or Tree permit) : ® in Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions . O ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Pub- lic Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) S ❑ Copy of Washington State Department of Labor and Industries valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the : , permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". , ' m u m it ;, Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a • F ' =, notarized letter.' from.the.propertyowner authorizing the agent to submit this permit application and obtain the permit will be required as part of this.` submittal. • i 47 I HEREBY CERTIFY THAT I HAVE READ AND EXAM/N D THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER - . • PENALTY OF PERJURY BY THE LAWS O THE ST ∎ E OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. i :':. 1 BUILDING OWNS OR A R/ZED ■ 'ENT: , ` ;; x' . Signature: Q. Date: / / I! , ,, l. Print name: ax , : .. /il,lLC i .� IA L - }-rrRt S Phone: 425 2 5 3 `t`l - Z3zl Fax # QZ - 2 7 S � f r' d 'i City/State/Zip: /State /Zi " IC II I Addres : - Zci'S V 1 4Il„ 'PL. c Y P: SAiLik d il�t ISO W�. q 0 0 1 n : ; NCPERMIT.DOC 1/29/97 Cy .t,`,. - . - - v,. -,1 w '\ M ® SHUTLER (-4A\ •• - CONSULTING i i ENGINEERS, INC. 12503 Bel -Red Road, Suite 100, Bellevue, WA 98005 * (425) 450 -4075 * FAX (425) 450 -4076 TRANSMITTAL Date: 11/20/02 We are sending the following via El FAX El MAIL El OTHER TO: Will Harris PROJECT: Strander Building Z 2955 - 224th Place S.E. Tukwila, WA Sammamish, WA 98075 • w rU O 0 Phone 425- 391 -2321 . w 0 Fax 425- 391 -2750 co i We are sending you the following: w O ❑ Shop Drawings ❑ Prints ❑ Originals 2 ❑ Copy of letter ❑ Revision Sheet ❑ Contract g Q ❑ Other co 0 I 0 I-- Ili Copies Date Description Z I-- 1 7 -15 -02 Copy of calculations Z O ' ` '-: \. D p CIF'? ? ,. )i T'UK VILA O N w NOV 21 2002 w ~ '2 w . .. - I... —O ui Z 0 THESE ARE TRANSMITTED as checked below: Z ❑ For approval ❑ As requested ❑ Returned for corrections ® For your use ❑ Reviewed as noted ❑ Resubmit ❑ Other Remarks: Will - I need a copy of the complete permit submittal set. L . ,,. : 1 „: ;� pi b 0 a. 3s ,,,: :„. 1a v t Copy to: � **A +�S kg ' 3 By: John Headland, P.E. (flittgig y-, r ati .. 4 i 'Ttr. t • Siti:Ll.1 1 • X 116 1 I ^.. .. .. .. i .,I;✓ .. .Sie.w N2r. ., r eily;. r . rr.p -J.. , , o...J,l 4: i.,.:v. a:i.'.VN:..:N. +.ry .. ,--.. u-. _ ... .....nn .rrw�t. ..m ..... ..Yraunxu r:i._t =iVciJ WIL CI 'r Of- TUK NOV 21 2002 7 'f '\7, -7-' ,S 4` l • -c. h 1 ,. t ' MIA 4W:1 . Doo..3s, ,,FIrm 2. . " "' •'. '. •. ' 'r...•:. ;r,K "n ;alb,. nl Fe..4 h71k 1 a' '.:Yi. :;1;t.. .n.1., •NFY7tii!':hr.Y, Qfy f,t A'\ PG.. IKYaV + f .0 . / b0245 „so...6.4...„ 640; A �- �r74, ,•g Cit of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT Parcel No.: 2623049102 Permit Number: D02 -351 Address: 235 STRANDER BL TUKW Issue Date: 01/29/2004 , Suite No: Permit Expires On: 07/27/2004 Tenant: Name: SLEEP TRAIN Address: 235 STRANDER BL, TUKWILA WA Owner: Name: FANA CORPORATION Phone: Address: 16400 SOUTHCENTER PARKWAY #204, TUKWILA WA Contact Person: Name: WILL HARRIS Phone: 425 - 391 -2321 z A • ddress: 2955 224 PL SE, SAMMAMISH WA • H z � W Contractor: Name: DECKER DEVELOPMENT & CONST INC Phone: -J v 0 Address: 117 3 LOUISA ST 230, SEATTLE WA 0 Contractor License No: DECKEDC002C2 Expiration Date:04 /10/2005 w = J F. DESCRIPTION OF WORK: co u. • CONSTRUCTION (SHELL) OF 2844 SF ADDITION TO EXISTING BUILDING. WD PUBLIC WORKS ACTIVITIES INCLUDE: LAND ALTERING, AND STORM DRAINAGE. 2 IL < D Value of Construction: $ $135,658.80 Fees Collected: $2,093.83 z w Type of Fire Protection: NONE Uniform Building Code Edition: 1997 Z i Type of Construction: VN Occupancy per UBC: 23 0 z E— Public Works Activities: LL1 la n p Channelization / Striping: N o N Curb Cut / Access / Sidewalk / CSS: N a iii Fire Loop Hydrant: N Number: 0 Size (Inches): 0. I r Flood Control Zone: N u- 0 Hauling: N Start Time: End Time: f Z Land Altering: Y Volumes: Cut 42 c.y. Fill 59 c.y. v Landscape Irrigation: N .- 0 t-- Moving Oversize Load: N Start Time: End Time z Sanitary Side Sewer: N . Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street Use N Profit: ?? Non - Profit: ?? Water Main Extension: N Private: N Public: N Water Meter: ?? : I doc: Devperm D02 -351 Printed: 01 -29 -2004 u7 r n ... ia * . 5 f ;d 4 fl " =2f T , ..cfam, 74 :La'. , - ,..., t , • MEMORANDUM OF DRAINAGE CONTROL PLAN Cryan Development Limited Liability Company, A 4 Limited Liability Company and Ascend 3 Limited Liability Company, Owner of the following described property: Commonly Known as: 235 Strander Blvd, Tukwila WA 98188, x z Legally Described as: re SEE ATTACHED EXHIBIT "A" 0o . co o hereby agree and covenant with the City of Tukwila as follows: On January 29th, 2004, City of Tukwila issued a Permit # D02 -351 for the J above described property, and • w 0 wo 2 WHEREAS; the Drainage Control Facility permitted by said storm sewer aQ permit contains the following items, terms and/ or limitations: D. a catch basin(s) IL, submersible pump(s) z detention tank and flow control structure • z 0 roof connections ill infiltration trench system o Direct connect to storm sewer o N X other: Stormceptor system (per Exhibit B plan) = w NOW THEREFORE; the undersigned agrees to maintain the above o described Drainage Control Facility in accordance with the provisions of the . z current maintenance manual from Rinker materials for the strormceptor system: o Rinker Materials o F- Hydro Conduit Division Z 6560 Langfield Rd., Bldg. 3 . Houston, TX 77092 Phone : 832 - 590 -5300 and to inform all successors and assignees of the existence ofthe drainage control facilities, and of the requirement for its continued maintenance; and THE UNDERSIGNED agree to permit authorized representatives of the City of Tukwila to enter onto the property for inspection of the drainage control : facility or monitoring, correction or abatement of conditions related to the drainage control plan; and THE UNDERSIGNED acknowledges that the City is not responsible for the adequacy or performance of the drainage control plan or the drainage control facilities and waives any and all claims against the city for any harm, loss or damage related to the plan or to drainage or erosion on the property except for claims arising from the City's sole negligence. J ;;ti..; . '1$ THIS MEMORANDUM shall be a covenant running with the land and shall i ce`' be binding upon all parties and their heirs and assigns forever. 4 J, t . p r • f, IN WITNESS WHEREOF we hereunto set our hands and seal the day and year first above written. z Managing Member Managing Member r4 6 6 J U UO STATE OF WASHINGTON -J '— COUNTY OF KING 0) LL o . On this 27 day of June, 2005, before me personally appeared Brad Decker to 2 me be known to be the Managing Member of the Limited Liability Company that g a executed the within instrument, and acknowledge the said instrument to be the N ° free and voluntary act and deed of said Limited Liability Company, for the uses w and purposes therein mentioned, and each on oath stated that he was z authorized to execute said instrument and that the seal affixed is the seal ofsaid z o company. w w 2 o IN WITNESS WHEREOF, I h- -.hereof set y r ands and affixed my official o N seal the day and year in this e if' at° rst -bo e wri en. ° imr ,O1C u, w „ _ No ' ubli i d for t ate of z . o �. o�NOTA �9N: • • r? \\ �,; p�B��c • � : '_� residing at ��-� 4/Q J op wAS ,\\ 1 1t t} � My commission expires y../9 v Y ': r i7'�Y:i�: •- Fi n'= c'?kafii x rX . . + S [ 2. .r, ` , ¢ . At ; t r‘. 4.41 • ,� I AS.+ rn 0.4 ' �. 'vl', .�,,,,. . r ' ;,,,q.n, ' \P.+6.A...htY.e.�an Jd.Y.i).:a.'�myt: i F,•. .:+: a -r,. . �...a4.3�.a.avi:�+�+s. .. ..« ........... ....... ... ......� �:.:,...n,.r,..w.a.e �:wu,Wr } aS? J. RSI+Ani.Ft+wtr�aw.w.,.....�..., ,, i SEC 35, TWP 23, RGE 4 E EARTHWORK QUANTITIES: legal description vicinity map construction sequence special note sleep train vicil plan tesc plan ti 4=14114 11;4' 'p \ z Ci ty of Tukwila • �(�11 f �i t O ! a (4 s : Fire Department • - z • _I- z TUKWILA FIRE DEPARTMENT 6 ? FINAL APPROVAL FORM U (n O Permit No. Oo2- w = J H fn LL X N uj ( P � =a Project Name 17,,: .p Gi ea,r1 54/ e �7 z Address 7 3 Sa•- rctode r 4 >d Suite # z w 2 Up Retain current inspection schedule ° ! 11J U Needs shift inspection u o — w z c U H � Approved without correction notice z Approved with correction notice issued Sprinklers: *4 Fire Alarm: MGnual j Hood & Duct: Halon: Monitor: 6) j T - Pre -Fire: , ::.. Permits: 1 Occupancy Type: :ru _.:: Authorized Signature Date , ���.• s, tanSt Final Approval Frm Rev. 5/2/03' T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 cea • ig.,„„or } -, - .,• - �. - - �- J ` Z I-- Ce I 6 V , f 00 INSPECTION RECORD i y3, ' ' co ° co LU Retain a copy with permit 35/ r w i INSPECTION NO. PERM! O. : NIL CITY OF TUKWILA BUILDING DIVISION !• a W o 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 2 y. F- Proje t Type of Inspe ti n: IL s ee r7 � 1/7a _ W a A7 Date Called: ( :L?/- — u 1... Special InsiFuctions• , Date • Want r 111 w • te 00 (4..„) ;:r er.i O W0(1, qt- wce 7 b: _ U O N W W • Approved per applicable codes. Corrections required prior to approval. H F9 COMMENTS: • L I O W Z U= /...-- 7: Pl.,,),-d...— 2 O fi F t�. ; Inspector: �,�')� Date IF,: >` <: 1 ❑ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be aa� r K paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. wr l °.;:`�t Receipt No.: Date: ' i ''' ""r ' L hj, . 811, ,,,4, 4; 41,0 .1- v- eY ,44, -,A `. ts,V. RAkc "'ogliiAA ".:41140i.6; 0 te- af?i.B: Li§,"u:hi ■ z , 1 1 .. 1-- IX m 6 00 s,- WI INSPECTION RECORD ( o 27 Retain a copy with permit 2?.... ' 35 W INSPECTION NO. PE CITY OF TUKWILA BUILDING DIVISION 0 4 % - u. gn a 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 1 -36 70 D d Project: J Type of pection: ✓ H 2 i (S 7..1, '? ",•-r* /1/„.1 4 G- Z 1 — ., Address: Date Ca ed: (J `� Z 0 LU Speci I Date Wanted: - . mom' 2 D Requester: O CI H Phone No: . U • H- E u_ ~ Approved per applicable codes. El Corrections required prior to approval. Z l W (/) U- COMMENTS: 0 z Ai-d,e, � 4. - NA 5 J r )74../ c� I_ -4/4 \ 1 -167L A/4 0 J 77-7.474( ______, 4 m il ,r c .,6/7.,,,,, z ,„9,, , , , � z , „.../ 1,6 _ rir i:7_ " del'"? .-e -7-1, _ Ai :. , 4 ;4 ��},,,: fi v. Inspector: Dat . ,� , . , 1 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. VA RA IT+;. Receipt No.: Date: ET ; °; - t..a.• .;ta . ,,,,;.ti• A. ti 3 i l e idGU440,1 , 1 ,, • , ka:skWrii})YaG, !,'40,1..4 i ---. . Z W _ .......... ............... _ ..... 6 re j .. I I U O 1 ' 0 , INSPECTION RECORD w = � Retain a copy with permit , co u DO 361 „ INSPECTION NO. PERMIT NO. W Q • ` 7 CITY OF TUKWILA BUILDING DIVISION Special Instructions: Date Wanted: / < i I a.m. ` 1 P.m. W Requester: D p 4 5j �L o / 4,0t 0 o Phone No: O H i = U • I— � ? D Approved per applicable codes. 0 Corrections required prior to approval. U.. ~O � �I COMMENTS: ui I U I 0 I- Z 49- //° 5 w -t... 5 i I OS ANeQ 6 . I . ' 1 - � , , -71C,...-":- , 1 �{{ r 4 i , S A. r . , t , Inspector: a .bifd Date: (� s ix i 0 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be t paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. :-, Receipt No Date: �i4r,, •f:�S,�� - r • :rte xr iui ,05..4 ,...r ivah vi, t,. = .)... , .:�? .. ,Yia1i » ^ >L.;»i�i::nR :�.t��;w:�4LU6:kl �Ii;:kl r`r; f'ii 4i. . • z �Z • LU re 2 ti 0 O 2--7 INSPECTION RECORD • • 2 CI w = n a copy with permit J pY INSPECTION NO. p PERK� N. S e . u_ ` - CITY OF TUKWILA BUILDING DIVISION "44' • uj ° 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20`6)43"1 -3670 Pro Type of Inspect z Q fr—yild i d ' Ad�i e : r. r r� Date C e � w ( ; ' j Sp ifil instructions: Date Icii d: 7,,,\ p.m. Z Req stet: i s -- p � �;� � 0 D c3 Pe�No� ��_ 3 /fi ° � W Approved per applicable codes. ' Corrections required prior to approval. u. r O COMMENTS: 0 s //a �' �f - ./ �> di 4 „ a ''• ,.....-_,,,, / -- A - z — :4- s " 17: O 7 �I � C) , `h /e-. „- -C �1, .o:, .. ,. % // / �w • r i t hr �i lit -, h , �C .� I ' 4 j /044.-e---i C.-g' —A- f r7 t lf„.1. - // .i.-� r/In ,l%--/if / j.i.-70 7 6 4?,k,, f e'ri/ ,.,zkw,/, ( ./2 . s / * 3 Mu /4„ /��/' -• ,..%/ /, 1.7.j 74249.4.....1 - - ,„ Q Iry ��.� � h, /�S. -, i i) 51 r,• .`t.�. FPI41I to t f 1I c. /1 �,,",. (- -tit, =3 � , €14 %I it ,� f 1(4Ii YJ I ):20. ,9 fJi'� . / i r " A � (, 3,,. r .. I I nspector• // l D a te a ... (./ 4 ,_ / ....-- ..„/,',772--. g / /-- 2 � y ' ''v i , ri $58.00 REINSPECT N FEE REQUIRED. Prior to inspection, fee must be ` a i paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. �= , , . 4. e Receipt No.: Date: 1 . k . h ip F i)li..- I-- ika tz,,,,,u • ,.,, .. -_, . ... ,, ,.4d,,Y:,Ia,,„„„„.,0..im" w5 .,2,,,,,., w,6 „N ,td;tir,,,,,',,,,4,,,,,- _„, , 4 :\ Z W 0 -� INSPECTION RECORD w 4 Retain a copy with permit Milli ....i 1 INSPECTION NO. 1 . W O CITY OF TUKWILA BUILDING DIVISION um eh. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Q ri Proje V Type of In pection: LL Q Address: /r : Date Called: ) I-- _ (/ ZI— Special Instructions: Date Wanted: �� 'iri I— O g r .? `' c-7 4'm' Z 1- Requester: 2 D U ' Phone No: O — 0 F- r W — ._ W Approved per applicable codes. OCorrections required prior to approval. l COMMENTS: ,...., .. Z ( "-e..„,.4.,e/ _ U= Z ' , / e1/y1., r^. ' ,,,/,.f. e C.A . 77)--i/ / .:'J 5 r i 7 /.,, -, .. e `4 42 R r-e )-ii 0 ( )1d ...d S .‘,-, 'Y, k ( ,;/(.,- .H h 1/9 rfiYrl /J i !-) S /.,. / `.112, . ��' " ?t. X / I S('/4 /,,-‘/// t4 --4//y %.� /,.1 f,,1 d) -,> 140?- A:4 /_AAA ( 4-t ( 4, . t-e.,fl 47 . 7 f� /�^/i., r , c.. rJi/ e- 1 � " µ . i ..4 3 , /' \ J . 4e,,, ., -ter ' ~ '�,•.+ Ci%3'p . h ,., ,, Inspector: ' .r ❑ Date: , t ,. p ; A < $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee mus be 4 paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. `_ r ` y g3i.n t Receipt No.: IDate: z�• , q ., .. _.. , .. , . . „ N, +:i,,..'A,,,,k4.0 ,,,t+slA6:?::t , '44...,:w:trsli.i,, , A'3-0ii- ia49,i,z,-4 ,1,.. ?...k,„ , rj , , —.T..1 , — _- - • . Z HZ no ILI 5 l 00 I INSPECTION RECORD W w • Z-'` Retain a copy with permit i INSPECTION NO. PER O "� U) O - - r- • _ . 'V -s . ;` ' Z Ii- W Ce i J U " f 0 INSPECTION RECORD . ' ' ' ' t t v V c `o n w Retain a copy with permit 1)62.--3c Ill _II INSPECTION N • . PER • N !L CITY OF TUKWILA BUILDING DIVISION W; � 2 0 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 1 -3670 � Q 5 _ Pr ct: , . Type of Ins ection: 'rr A , v 174 CO d Andress: ate Called: W , - it 0 J , 1 4'I 05— ? i Special str i ons: Q Date Wanted: t� -- �I7.1vs p.m� I Zf' ... >�.�.. ..r Request r: W ei)-4;29 v} /1 Pc- e N O Q -P- t'' ? aZZg -1 LP W W . ._ Approved per applicable codes. El Corrections required prior to approval. I— H LL., OMMENTS: V Z W UN O ' Aid ; „Cr, r _z - Z _/ J _ .'f E c ,?1i ,CA- , -.97 - s-z, t h s i.�./��! \ I �� -••-,-? , •--7/1 , 5 , /-7D, V V ,625,... -( „,-,--,/ f/ ,r ef e. , t771 a{r) 9-4,-K , 1 t u I' N ; ; �'"�r'r�s� "zit lF�; � U 1 t S X \ Inspector: (-� 4'112/7 Dat ; 6� ri $58.00 REINSPE ION FEE REQUIRED. Prior to inspection, fee must be 01:76,. 14 , paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: ESjir .Y3 lk' i f „ l''."..^t. Pti.: FUr.U 4- 41,+Lit$thd'cl4g'$i V 1 Xee 4}iJ .i : ,..1; :4.14 ,SiP1 - + - -" - V.4/ - - 6 Z Q + = 1- re 2 LLI ' ) J U INSPECTION RECORD 007 .,., Si , co f7 Retain a copy with permit In H INSPECTION NO. i ; PERMIT NO. 1 CO CITY OF TUKWILA BUILDING DIVISION 1 w 0 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 1 2 Project: Type of Ins ction: LL Q ,,'Ice- p TiecA'n J Kr %lE c Addr ss: Date Called: II W ....5 5 a / 06 / 4 //o5 8 I — Special Instructions: Date Wanted: <a m C.4. / ;-7/cLS P.m. __ z O Requester: ' W W if al t let, 2 D Do Phone No - rPa( 7.5 / 6 0 .. 0 O N' H . tL W i) ri Approved per applicable codes. 0 Corrections required prior to approval. I = Vs COMMENTS: u_ Z iii co LA g//J() F A ,, 0 Z -I a 7 &i)o 5 ,. ' 5 gId of lu-ee I c ca/)5 A r -\ e 4 /2 7/vr ie4. s ' a/ R- R f '04 vt , 1 6,-a6viundij) / TA?" If' atR , 1 ' G' t - 4 ( eN) iva2se7 .-/Qc,4-. el cit,) otA LA '41"Q-W I _ 12) 4:; G1VC Gfil 5 ( 1/4 . ,- I. i Y _4,s �' , '4' Inspector: c� f Date: S .- y; r El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be ..z .. paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. I I ; • . • Receipt No.: Date: J �, f�,.�. r i `,1,71 "4! .� . -,. .1 . , . .er,:aa,,� 5!: 't = 7+.'lfr "j �'!"B.N.t..ti< n: t � + ; .11:' > , .,,, � , n • i �;.. ...�.,. .... ..... ..,,�. .,. < ,.: ..� � +.,.,,: tx " "Y:?'N� .t?aaf! .. . ,�.,.,ti,�u r. .�kk4....,�+'{'Y • i a,tx, }k,...Y ., ?J� , i i , �4 r �r • Z • H W ry / W V . 1 t S t� 0 0 INSPECTION RECORD • ' ' ' ' g w 10 J Retain a copy with permit S INSPE ION NO. PER �. ".�` U) u- CITY OF TUKWILA BUILDING DIVISION q jrl!ID 2 > }- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 i g J Proj 5 Type of Insp tjon: I u. ..:t N d Address: Date Called. 1- _ a; . ;4 toff . L Piif o s I Z I— Special Instructions: Date Wanted: r a.m j I— O t 2... 5 ( p:m , I Z I- 54/4 R equester: !! j D ��/ U 0 CedcA • /7 `i P hone No: O — 8 " 731 1 0 Ill L u 1 — El Approved per applicable codes. Corrections required prior to approval. i 1.- rz , -O COMMENTS: / 5 W N 4 c...577-z,i0 / ;:i • //' 1 )2 /_.5::ir ,,,,, , i- ' ? ..--) ic ._ \ ‘ ,40.6,6 ,, ....< , , _ , 2_, ti " ' met'' *�.� . c",•"1 - (4 t 3 &'-o, , , re h =� „e A GI <dZ.e.i ' . 1 . „._._ • (al p „,,, y,,, ! 1 tik , 4, } 4 Inspector: / /ail• Date: / . r • '' , . '� ', ,2--2--2.--15 : ri $58.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be x,; nn paid at 6300 Southcenter Blvd., Suite 100. Call to sehedule reinspection. Receipt No 'Date: 1 1°,70R1 x .E 1 ' .. +'+, r 'cr. ;;;, -Ar' v iYve4 44,4 ` . , .ik , ;t..v,inifn , tiw 0 ^ ' t('0ksi 'iy:ri;,) 310,#1ili br.`iii _ _ — .- , . , — ..- , t 1 te24, 5-70.,,,,,,,_?..ed e -.44 r .. e .-4 r , (47° l'.1...1- a 'f'1 ;*6 116.11 &4 4/... \ • 7' \ .. . ' r If f ' i 4`C 1114,7 ''' re: jet0 1 197'1W74 fi Inspector: v ../ 1/4. i EA ,i . D$58 .0e REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be it%''1: paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No Date: 074 , , w „ . . a t A 04,4 ,. p , „ , 4 , , , „ . . . : 4 , . . . w , 1 4 A..=;4!: 1 n . --■ cr -6- _, .-- _ '.\ \11 Z < . , i 1— 1.- Z al { 6 D .,,'-' _j c.) O 0 INSPECTION RECORD 1.1,4- co ci 2.‘00 co LLI LU I Retain a copy with permit Doz- , INSPECTION NO. PER I al — . w CITY OF TUKWILA BUILDING DIVISION 4) : A 0 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 2 g 5 Type of Inspection: _ Project: s„,„ 7:,,,c..-7 , /.- A. 7:e7,-?" /.,,, co D — a Address: Date Called: I i— 111 2-3 _57 N,.e.." x ------, z 1 ... Special Instructions: Date Wanted: , C o li)n. I— 4—A - e,s----- z I— LIJ w Requester: 2 D D 0 C.) U) Phone No: 0 CI 1— • III E l Approved per applicable codes. 0 Corrections required prior to approval. l— ° COMMENTS: Z iii O W O 1- z I .1t,:;440 'f rt Inspector: Date: ■ 4W 2 1 40 e, l $58.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be 1 paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. ... , Receipt No.: Date: , ELA ■ r_____ , 1 z I— w INSPECTION RECORD -- (0 co 3 w Retain a copy with permit INSPECTION NO. PERMI O. / s _S SQ u. CITY OF TUKWILA BUILDING DIVISION It. ' - i w 0 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 2 Proje t: Type of Ins ection: J Q S V- Q:(z-3 Tyr. --i n .)--, ' N a Address: Date Call d: I w 23 5i�\ 0k- f I , Cry ( (.sj(y:;; - Special Instructions: Date Wanted: ay"m? \Q adkAC) -- d • G c Le ///D S— _ Zw / ,` ii it Requester/ `. ww I S t it ;OOP • ' ( ' �� RA, (( 9 ) . - w V � iA �. wok - P h (z_0(„9) 2c K - 73 /LP - . . .... l ,= w 0 Approved per appli ble codes. Corrections required prior to approval. I— U I — U. O COMMENTS: . W Z U D C oC91.--rj `, --)i., .4___ y)-e--, 4//)i z s .� % -....• �►. ,.01:1.4.�/ C I �:r Inspector: Date: // ,, '�^^�� ,. ,, 624 r $ 58.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be 7 a paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. , .' �xk4' . Receipt No. Date: . ," }y ,-' 1. : _ w x ) "� _.....:. .. .. . , . , . ... �:Y... ,M,i r,x�,t4,,44, ,,." ,ti�a,t..a414.4, , , ,,4 L`d;.. ;4,.fs.� 4w,,,,, ..+a��fi `af." ....'.G".ti::3 f htp , I 14'�� , , N 1 ---- • • ' • Z < • I I .." cc re 6 5 , i$ 00 . INSPECTION RECORD 5 ' . , w 0 - w tu u., x , lini 02 tO u_ Retain a copy with permit . . INSPECTI • N NO. PER A NO ' w 0 • CITY OF TUKWILA BUILDING DIVISION (#. A • 2 g 5 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431 -3670 Project: ---,-- • Type of Inspection: En- 0 C . (t>.2 \--1 , a `,-.3 t...- . (: /--,,, i Address: ,. Called: Z ., d . F. --.'.:-- < - )-- -4 ,z.... ,i.L.'6. . 2 - .2 . 5 - -,...° --,-- , -- l' 0 . Special Instructions: Date Wanted: /a.m. ) Z V.- " • 1.11 uj . .,.... 526- - 6 \Pm. I 2 m , 24( ... „(P e . c. ,- ,,.- .4- /:::e 46-_-_ (._. c / _ , , Requester: D CI e-' , i • / / 0 U) // ,' ("C 0 — Phone No: 0 I— ,.;') d(r ,--:‘,/,4 75/ ui W 'm 0 - i- Approved per applicable codes. 0 Corrections required prior to approval. L I 0 z COMMENTS: Li.i co 0 — —I 0 Z % - 0,'Pti'!mv.0 MRO, , I RI ti lnspecto 1 ---- -- Dates 6 __ _ itik s _ =, a " 1 $ ' - V / )3v3r4:41 - i $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be 1---1 paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. I IReceipt No.: Date: fa':v t! :^,....A:d , 14.4, wopPeaM•lei.M410 .; ■ i(4",(1.11(VW(4eil/0:( 1 ( • ■ Z ~ W IZ i. .... ,.., _ , 6 00 N0 INSPECTION RECORD w I Retain a copy with permit , DDa - c ) N u INSPECTION NO. PERMIT NO. W 0 CITY OF TUKWILA BUILDING DIVISION • 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 u_ Project: Type of Inspection: . W (J. ckeP -t Ss5 W Address: Date Called: Z F Z - ea S - 1-rw /er. / 0 yf , ) // z° Special Instructions: Date Wanted: (a.m.) W Lik (/ire )C Requester: / (( �� r�r //:()D "`� - �'�?1C, e� S h e/ Frc / 0 /2.'c)O Pkk 0 H Phone No: 6206),dg- . ,I 2 El Approved per applicable codes. El Corrections required prior to approval. O Z . COMMENTS: H N • h ~ O Z ... '6% /i/24) f_)-7..r.....A. A.).e.:. p-i -6 401/7,-) : �---, � / 0 c. i excc.o Ad . . .\ .. 40.1. sd- 60--c-Jx ,:r 4 t h - - / e�rd:� to � J sck o J y . ,( f I . , s , ... L0 . ail( /7 1/ /3 id5 A C4AJT . -,.. To �?/f 2 e llGc.�:� -X.( t; G�GGu2 -c/� M.c,� -t c, s ;M1 1�-- ' y >t �7 k s ." 2- ,Y) c P.svr be L . , , z „„ va,,.._' A r r' f t r-' ,d IOw ft/tae,,,,, ff c) A k ..j.: . . r In spector: r Date ' lr 'r` 7/0 I it% 1104 1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be 0;.�: 4 paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Meg,r,3 1 Receipt No.: Date: .7.. ,; . s .. — „,,,,t.,sti:,r: >.:. .ul.Zae . k” d..., w «dtiz"3{'bYC'•0.CrtiS .;. „,.. �r. s '1t °.iN?iYt++?:4 { ' .-- . -- A. r -., i . • ) Z < • ' X I ,}•-■ Z rt Lli 1 1 1 6 = • : I _i 0 iT 0 0 • ‘ INSPECTION RECORD (: / Retain a copy with _ 7 —' I— -permit . 3- co UJ 111 I I 1 , INSPECTION NO. PER li co u_ , if& la 0 } 'CITY OF TUKWILA BUILDING DIVISION 1 / 4 41 41 2 ?- 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 g 5 Project: , ., ,..._.- • Type cltinspe,ction: ti., < w P I a Address: . - ' ,-- . Date Called: I— m ill _,-- - ,--, — Z '— Special Instructions: Date Wanted: ) C,.....2 I-- 0 f: - 3/-0 5 p.m. Z 1- Za -''" 1 " - ' 4% / 441-" - Requester; 7 ,7 LLI uj 2 D C..--- ,- D CI c.,- ‘ ‚'Z- / 0 Phone No: 0 Y Z,% P 2:3/ a /— I Approved per applicable codes. El Corrections required prior to approval. I— r - u. 3 1 COMMENTS: Z I A i iii co (.) 0 ( • 6A,1 k t 0" ‘ 1AO'I rj i - k St A4) 1 P 5.- •1 - I I-- 1 tnci4- J I 0 .1.c'■ JUOik j s cl die ,, 1 • _ 1 . 1 1 I . . I . I I I ; 1 I , i 1 1 EZ :.71 ii . . Inspectoic2, Date: 3, ,.; 1 0 5 , i D S58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be 1 1 paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. i Receipt No.: Date: 1 r.',N6 - 1 I ,ii7A Efi p . .., #4..e. dshwt,i, 440 •:, , ,.;44.: 'A. ‘,,, ..., 0,.; I - 1 , r �I .- •''- - - - - - .- I ...- . • '... Z L- Z ccal 6 �, rr U O . 0 i 8 INSPECTION RECORD 0 °) _ co ta Retain a copy with permit ' 3S 1 J ■ INSPECTION NO. P IT O. W LL CITY OF TUKWILA BUILDING DIVISION '' : 2� 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 n LPL Q Projec • Type of Inspection: D Project:-.1 - Trait-, S.4 uCCa [A �' a �. -U � = Address: —: Date Called: H 23S S}rAt"elf �� r z H Special Instructions: Date Wanted: a.m. p.m. W W Requester: `—' 0 N 4 Phone No: CI . LLI W 0 . Approved per applicable codes. El Corrections required prior to approval. u. I= COMMENTS: r Z tii t t 0 o t Z • 0 410� ,L)0,t\ Gin c ,,,,„ I r, 0 Soo-VL t \iNtA L a -' .ec y-\- we ( 1 -- c , iiyaY i "�v YYY = ,- . n Inspector: c ( Date: C ' ., 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be IN, . . u 4. paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.' Receipt No.: Date: m ; . .. .. .. ... • 3 y t' , r, "' li''' iCV.+ ,'',A.'" s. ^kv'"'0ksiC4;,, :4;t 4,1iIS,I,ti.1.C4: 4,1.` 4 :, .64 , a':a,4 1.$. *, I i - 1,1C r ., :\ • z ,H W J U 00 INSPECTION RECORD 0 � i ° D 2 W = Retain a copy with permit '- ` INSPECTION NO. PERMIT NO. (p Li. CITY OF TUKWILA BUILDING DIVISION 0 w o 2 r 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 g E Project: Type of Inspection: Q Sl eep Jr storm u orm ceptor N Address: Date Called: //�) � W 235 Strar�der B) v �. 3 —25 —05 z � ' Special Instructions: Date Wanted: ����^� I- o V p.m. ` Z I- Requester: -- W r U O I • Phone — No:206 -7 0-51 Z 1 o 1.-. . W W Ej Approved per applicable codes. El Corrections required prior to approval. I-- H COMMENTS: : O WZ 1/2 XC_Gw 1-vti. e ; S' e C ( —tn.1 cc z .�a /o (nk- ' J 2 c /O S, j . ( 1 3 )2- V') ) \-0 — e 'Lie np ---ctmAke_c,t-,—(1, c,( (9 C dY- +`'Apt . `jT`A -14 W( 0-6 liA t&k._ ( W. C (I kA.,_ d . u �. L-t). OK I> 6' k (i( . •... ., aS �i�tni� �. 1 oh :4 :t ` At : � aN r • N: ; r, Inspector: Date: F , 1,- 0 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. i ' ' Receipt No.: Date: 4 4 .f' - ..., —. ., ., . �..,n x.. .,.. i.:r,..t;'.' Y..:ve,'.fl'.' u.�+e4fh. ut L v'. Ur. i'•,u ;J i�F 14 ='S11r "`� �.. 1 `. .. 9 ' '•r:+.% F'ei',t:�: ��. y . w + 1.S`. 'L7i<a.`.r;d;�53:itkw%i` i,:,:Ul.r 7{;. i r ---------- — - 1 1 Z 2Z ~W r j V I ! `) 0 , , • Np 4 " INSPECTION RECORD • . tAW . Retain a copy with permit 1) - 35. N r- � 0 INSPECTION NO. PER A NO W CITY OF TUKWILA BUILDING DIVISION , 4 » 2 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 06)431-3670 g =1 u_= Project: Type of Inspection: N D ; \ -ef — \ -- v - c4, .. 4e■iur- lc))A11 S1, l \I ' r f - _ Address: Date Called: ( Z 2 33 __S--1 y-6, v (ty 3` 15 Z o Special Instructions: Date Wanted: a, 3 I G -0 S �p.m. W W } Requester: D 0 Mt \Li p 0 u) i. Phone No: �+ � ll -- p !. ��n — � L(- 3 1 t 'I 0 Approved per applicable codes. 0 Corrections required prior to approval. u' O Z COMMENTS: U co Z O ~ Z C D ) (a Lor- —,► - 4 0 A i . �(�i�S1.i , #R Inspector, CL Date: .3" ip ` c2 S i,.: , ', , v t t. 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be a i , paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. �Y ;'F. ` Receipt No.: Date: ` " i ; p - I . . _ . ,. .- . r �.,t}HJ� ! ,3+ k 4. , :u'prii+ ..:x�. ,.. s '''''''''' ' ''' . . Pi.,. '..: '.. _ .... , .. ., .:. . .. ,. ,.. . y. , .:, �. � � :: rta t '� /1:Gi''C r; r.J -„: � n i.� � r . t ■ , - i 'r • z Z w Ce I I U O . l INSPECTION RECORD ' 7 , 1 W im I R etain a copy with perm V' co I-- � /• INSPECTION NO. . O. CO ii. f CITY OF TUKWILA BUILDING DIVISIO ji e .,./ w . .,./ i,G j 2 I 0 6 Southcenter Blvd., #100, Tukwila, WA 98188 206)431 - 3670 g 5 Pr Typcof Inspection: I e.-ef TraA n A� ress: Date Called: F- _ 33 S-bra,,. .Alv,- P . )1 L i ( . - ? Special Instructions: Date Wanted: ` a.m. ) F 0 3/1(7 � P . m. Z I - . Requester: f ? 0 P r e No: _ r ,, 0 = U El Approved per applicable codes. Corrections required prior to approval. � . COMMENTS: '� ` \ ( ( c Z 1 - 1 Cc, i V N+ t, )vo Gt - 1 - c) �i (ir(-, 6( V = Sa - UAL (1 V\ 1 5 (4) e kg CO ( vier ~ i_ O 2•,) r Ue ■ s")\.) e) I A)t)o( 4 ev \ek c 1h ✓U ti - ( A ) 1 i Al c n 1 A./ • L . C Ow v l P /' t o w e r - qv\p i \ • 1 I f 3I) O %4 L4 kc)krlo,,�h 5 + r-v ra ,n C (, ov` 101 5 �.ar f) t,�v c, c�lirp( vP . L C0 m p1 -e.-' q,rc or 100 I$ S ()v .s w- 2' (k)Gil sour \- (.21 r1 n ii tot); 1 ri I ye, . ! S1 ' 11 •1.1,- to h -pa (Le v 5 o a v ri c)u v4 ' .SOL.) IN ! St(LP. \ -).)' \c v,E yr� -+ .- `\-'r t ..ter .._ i m �lnr ' 1 ,N (0 1 ) 1 \ i f \r IAr \ O c)hk ( s 1 a wGt.(I y a I( r , ekaX,y DI ie" 'e AC,, v� •PY s C I I PC`! s L &Q .� . Inspectors Date: 1• , y� . .,.;:c.,fa \ Th„c 14...., 4i- ! :4', ',, 5r, El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be i 0.:,:,,,,,,,.'; paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: ' ; I I U A.i ,. __ ._•_ _.._.. , . , ? . .. ,x •,..s, �, r.:u:�e &Fi ,A9 .ra +,,4,14��! .,,,,,7 :;gnus �� ) ,,,, I r 5�:,..Q.., i r . ' , .. — • . ~ ^ z ce ill 1 5- INSPECTION RECORD Retain a copy with permit 1W- ',.5 ) u.1 i INSPECTION NO. PE# 0, , uj 0 CITY OF TUKWILA BUILDING DIVISION .., 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 g 5 Address: I Date Called: i Z I- 1 Special Instructions: Date Wanted: a.m: Z I-- I Approved per applicable codes. 0 Corrections required prior to approval. L I 0 t i COMMENTS: El (0 0 I— I Z k Inspector: 9 e ---- 1 „ Date: t •' MI A r Ill , El S47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be 0,,,,, ,,..i.,..i i paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. t % 4 . • , .(. :` ■ Z F- Z W 6 5 t.. i U 5 N p INSPECTION RECORD w w • ■ 1 . t Retain a copy with permit 3S n 1 . i INSPECTION NO. PER S. W 0 1 CITY OF TUKWILA BUILDING DIVISION I* " / 2 ? 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431-3670 g f Projec i( Type of.b / spection: , ._) co ‘N Pe -- ttra, h \ tr h = C� A ddress: Date Called: 1 Z I D S4 r Utz A.9 r F - O Special Instructions: Date Wanted: a.m. Z F - tit 3` t` Al p.m. W w E.. Requester: U 0 N 6 n: Phone No: O — o W G:. '=U ' H 0 Approved per applicable codes. Corrections required prior to approval. W ~ COMMENTS: ) L .. • L; Z I . n!',Y.ar n ft)vro r U_,. i S i TP ?v \0 s -4 41 v Pit I V\( z . �' e �° 1 l ��0(�. r.( ‘v.s`lak14 D r^ �v \ .n or S . CW\ c itc ), r r A I 2.) � VT/IM I htl \ P CI r r y � O( -.., � (� . ! • tith' &i ft 1K) ��� 4' `pc?) r,Of'� \ ►� � /r n . O 'i _ ( tc . -� �. Ivy �o 1 = I r‘ 5 pe0 I r,,A . 4 L D. Jrnv\ 5 %2.2 Kole 1 w\ ( VV� „-Q n'P`Pt/\ c \ t ' \s ec e y f O \ -\VG( �} v'. �r.0 iv � ( L' 1",) �-` c-,-1 e) "4-- G 0 -•� 11 v. T'((l 1 1-0A r$ v\(\ P/)/ Y)r ( r , , L)U 1 ``` $ 1 F / . i oolc Y11M1 S 40 17C Sf* b P he - 4 1r - ePt. WH: l t !� 1 ' , i ., ;” 3" ) Rrnv %Aft kcnk\01.0AA v� row\ P�Ac i t� l,ti, Ti* C,�1n In 4� .. ,;:; 3,,!',. ,.". , , 1 Date: y:: .�% 1 Inspector• 0 4 f 1 El t,1 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be t,, .;;µo; paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. .4.117,M Receipt No.: Date: .,,,� e , , .r ^..r.. . . ,, r. . , ; ,1 :.. c. , . . _ . . ''%tends .t teit" °,0 ru{V ,, IF ,re .'4, Sr:F:tti e.. a,..!?, ...• 1 „:4 ;. Ap, i I ■ ► - — - _ -- - , . . z ,. ,H Z � P d �l' ,Z ! O �� 0 ! I NSPE etain a copy with permit CTION RECORD w i ` � � R �� `� 3 1 co u_ INSPECTION NO. PERMIT 0 W O CITY OF TUKWILA BUILDING DIVISION �� ■ _\.(. ■ Z 1 W ► t .i- -- - - - • ■ ms s. .. ;` • Z ~ W CL 2 :.... 6 D : l N p . INSPECTION RECORD O 3� j J I R etain a copy with permit INSPECTION NO. PERMIT NO. $ (n U. . CITY OF TUKWILA BUILDING DIVISION -4/' ! ' or , 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - 3 Q I Project: Type of Inspection: N i 5 � 'Tr c,' (k-\ Lick( r }vr L Sh o41 = w Address: C 1 Date Called: / 1— _ 2-1 S - Y AIA Z ~ /1 } Special Instructions: Date Wanted: a.m. F- O Z 1-- 1 . 3' I- 115 p.m. W W Requester: 2 D } 0 Phone No: 0 H I .= U ' El Approved per applicable codes. 0 Corrections required prior to approval. , _ O COMMENTS: r�s A Z I e.AIc,1 .t n1/4 ia1 U N �� 0 1 We s Ujc, i l z .) Z) no r *V I) a \ 'f I S C% r e \O v \ AI Inc. i ' Ctt ru , 1 A 5 1 ,r 'r 4,4 1 1,A Inspector:' Date: ";r 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be ,y"` , paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: s, 1, sj h% e=• ill T .wK ; ' .o . . .. C w '. .''w.t /t,s . i tv,,,tfitt,"., sr wxSX:x , s..po -, 0.:4'A % }tYiL ,rs., : tk' ,, ' i - 'i Cr " b. z 1-ZZ r _ . _.. 1 cs I co° I INSPECTION RECORD w W I Retain a copy with permit MEI J F... INSPECTION NO. P if T, 0. `,/1 CO u_ { CITY OF TUKWILA BUILDING DIVISION 'i ,4 LL 77 2 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 1 Proj Ty e of Inspec ion: 1 I i', 77 i L -I u_ nn - YFfy , =a I Address: D to Called: I - III I I - O I Special nstru io " s: � S ,6 Date Wanted: .�;m;) Z i. ` Requester: ( �X Q ( W ~ ,� t 1 2 � p5VAc i -� [hi cl? • 2 N Pho j D ,00 z( (,bf 0 � g ^ 73J(f • . W . w El Approved V Approved per applicable codes. Corrections required prior to approval. I... COMMENTS: 1 J W Z . l \r -\ r \u5 Sa c i4 • 0 (' (M f f -e �e r A P k)c.A1`L ot4 -.{ fry A Y' v\- r-,t p 1- . ,r C (-)\ 0 vv' v\ 1 )0A C i 1/1 S CI V\ A I Z PV\ (' O∎/J\`1-2J Pft k.„A\),4)0, : ( G tfr -f? `� ^ i t UW vv\ P y d. T hGI Y 0 ` Y Y e u\ S\ 0 1 . -4. 1 C c ) ,,) ,,,. * 0 \„ S - e A - 0-v■ 5 ' A w a I k • 9-)1\-c-Aut -PNC, t Vv-P - e Y c;) f P ( CiVi Ot Cktkv (-, c C C r e `s "t-rhAA C a-\ I en", T_ev" r rA vwl h . � L \\ S � -(4 vv\ /3-e et tit (44)-1,,,.,\ S = -Or 4u* . 1 t (Z) C c)1vvv\v1c›, wAn‘rL 4 r e. Su.uv cll - 1 - •. - I` A I s U a c� r`ri L4 -Q ct SA (2.) c o ff, r vv\ 1.4 S , . ::..� - L. uw�.r.( t.�.. o .r� , ev. .� _o . '};' r ..: pf ' �t7' e 3 + ; +N 3 i � I• . o-. S; A -e Wen\\L c C OV V'0 t 4 0 r Yf►t/7n4).p it \ ( , Eli Inspector r i Date: , .y ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be 1,` "' paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Receipt No.: Date: t t., �r.. i -,,, t• Ti yyfy w '�+ ....:::.. +o'i:Lre t•'. ". : ,. ._. ...«._. ....._.. .'1't.;.:: _.. .,...... , . ;r' - "�'' ,�: , aF a..r•� 4 t�2 ttG'( Yer�.t1 >. lrYrs ;;:'ti,' %`:% s frz• �F�3 etv .fir: '£ .. ' '' ._ - — �Yo °` 'V ". r2r,Tr, > ° `.� ..•. il'. . "1 ,.� , r+ .ej .t `. r.. I+`CN�IS. i . ,.` ' Z . ne iii 616 IC J C.) 00 �' ' . INSPECTION RECORD '` w = Retain a copy with permit O - -.351 J INSPECTION NO. PERMIT •. C O CITY OF TUKWILA BUILDING DIVISION . i 2 x � 9 a ; " �.' 7 riri Inspectol < Date I . .— t 0 Il j 5 i ;..E.S.A1 El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be j 3", r' paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. I • ; ' t Receipt No., Date: ' I ra 3 .ktg r,,,,rm. ,,,,,q iF ... 1YI,,,,,,,,,, 1,,,i wr ,,':!31;44 -, i ■ Z ~ W QQ . 1 o' • INSPECTION RECORD J Retain a copy with permit V 3 s f co LL : INSPECTION NO. PE' T O. W 0 CITY OF TUKWILA BUILDING DIVISION 41 ' 1, 2 6300 Southcenter Blvd., #100, Tukwila, WA 98188 , (206)431 -3670 g Q Project?" Type Inspection: to F Project?", Tno, s ' o ' ) t o C I�t) = W Address,:. Date Called: Z = // 7 Special Instructions: Date Wanted: / ate) I— 0 d�j/�T p.m. 2 III D . i" - Requester: • l D p y/ C �� O N • . P hone N:2062 � � - 7 3/ W W . I— t~ V : • Li Approved per applicable codes. Corrections required prior to approval. 9-- ~O COMMENTS: W ` n ui Z F 'f •4'} S I C ` Q V ' o f t` X VC, Wi I I�t C, - wow I.) '\ nett 6e LA..) "e/V\ ATuc S c> "1 Z , C1L-e v� ,, -PA -- ) -9 r r(.� ,• 4s . t OP\ S.C> NI <�, S � kVj ., t o s / 1 \ r 7.,) ')10c(1_ A) IA CO vn 'Y r • . t C ) `C __- \ v e _ �' 0 [.vat I .,I. v\ o J`\ 1 U • ,p 5+ (it/ ci 1 1 . t ; .,. r + . a Ea , r- Inspector( Date: 1, $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be x, -7 * .., paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. t , Receipt No.: Date: ;t rt ` iY ',. , 4 'L'= j t uY}:Y,F:,t.v i...: • " Jy, .. ,,, 4 , � .... a " . ,. .. . . a ,. . . x ... R . . .�.e .. . -.. .a r CwMFi h7l .$ Vl�'S7c5iiiAiht1i�4r.�i� i : t �fL 'i+ }0 IitJY..X ,e1:07 Sao .. oiS ,ivt [t - 1. C :■ 1 Z ~ W CC 2 T / \ \ : I 6 U • 5( 0o . INSPECTION RECORD co ° co In 1 J LU i_ INSPECTION NO. Retain a copy with permit - �ER T � •, se) � CITY OF TUKWILA BUILDING DIVISION ''A ° , 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (216)431 -3670 Pr t� - r r . { ) Typtof Inspection: 1 .e_tii laIIIIIIImmaiss ilw Ad ss: Date C led: I— W 1 3 7 f ' f'l • /(/ ( .3/D 5-- 1 Special Instructions: Date Wanted: a•m• Z ° 1 113,Qg . 111 W W {- K �. II .3o 12! Req uester,:. IF ` nA l-k-' - / C N I1� � 7 r Pho j c c: 2 - 731 c� , .. . , = W . El Approved per applicable codes. Corrections required prior to approval. F •- U W~ O COMMENTS: Z _ W ' ' ouv comps . �a - -���I o� z f-P r-\ S -00nr Siff 1 r S �� na(. -1 1 G1n G v a. C( ,)v `I � c v -e .2 '10 V,r, /Vf� CO v -ev%AL, V \(r f( t • i 1 a ) t tS' C! I 9 4 a 1 Inspector�� f '•� Date: _ 5- ' � � , ni � -„ �� ` Ccig i , $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be 4 , 4 .4 paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date:' ` r p {C S .j ` r.. . , . ,e ., .. ... ,t 4 u.e b u fr r: i' ,, k40 2ZNSm441d( } ?:v`. \a P t, i+tN^J ,E , hN } .t` .J4 ,; : Y, {4 a r) , - I . - . s \ i . • ' ) Z < • ,l— Z gy Ili la.. •Ic , 6 5 / -.1 0 0 0 . i INSPECTION RECORD co 0 D01-3S1 u) ILI LU I I Retain a copy with permit INSPECTION NO. PERMIT NO. (1) u. CITY OF TUKWILA BUILDING DIVISION w o ., I 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 2 ? - g 5 u_ < Proje: Type of Inspection: ss -5 . t Tit_49,A,t,' (0 I Address: STA(^-1. Date Called: z 1 ._ 1 i / Special MStTuctions: Date Wanted: . I— 0 a m. 1 i LU u j 2 D 1 Requester: A, ', Jo-6-kc_ D 0 O i 1 Phone No: / , 0 — I 7,40 730 — 573) CI '— I • -r Ili I— I: Approved per applicable codes. 0 Corrections required prior to approval. . I: L I 0 COMMENTS: 2 . : Z LLJ )%t/0 '1/4. , , e N CD ...• I I • 0 I-- 555 `25/19/0 4/ F4c1 10 .. S C 5 c4-6), , z • 1 1., c, (a .Ar-1 te) (c) aritot) S' )S i/yr (k. is Q.(-3 ) (' .9 v c- S olf_ c '0 R idk,,..,.t k . C CIZA■tc , . IA) tct., C7* Icvirvvv) sbi Itoe �k-- , LI rl 4 : , ,i„ - 110 4 , 7 ' ' -f •'.t`.'•'; 1 ...". '11:4 1 $ '. M I PPPIA., ,S : { AI 1 hil ' Inspector: Date: k,. fl Oro- 07 ; 6 , 1:1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be , , '''' '365r1 paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: . - ' Pcfpfl vil, . --vr-- . ;--,...,..,. 0 - A„ . 44%, ,J.: ,, Wsl,. sr. 1,4:■. NuS ,t; fy ., I ■ r ,,_ , - .. '.4-, - ..- , Z ■ I '— 1— Z Ill rt 2 6 = <> ...1 0 0 0 w 0 1 co i tu i E. INSPECTION RECORD , .. —I ,... A -3 / Retain a copy with permit D , C, E . 0 u_ INSPECTION NO. PER 4 IT NO. j2 w .. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 0 CITY OF TUKWILA BUILDING DIVISION / i 1 1 g n 00431-3670 I 1.1.. < Prc ... 0 Type l( of ctspection: 1 1 -- q/-poiq 6(0 1— tli Addris: ate Called: Z 1-- 5 61 713 ID Li , 0 i SpaAsuctions: ate Wanted: (,1 / 0 4) q;:7 W Lu Requesterr, 2 D D 0 0 u) I ic[fd..2.--7.-1 0 — Phone No. C3 1— ,20q u- fr' i LL1 uj . 'I 1— / 15140proved per applicable codes. 0 Corrections required prior to approval. 1 Z , COMMENTS: ) , 0 P Z 0 z 0,6 .... Tp,,1,,_9( , .., A ) / A . 1 1 1 , , , , . , 1 . , 44 , .k i , 4 ■'. ' r • +".' KO RA 01-74*, Inspector e Date: rb Ji laipi — 110 1 547.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be ,z ,,,,, s paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. t.!,tig,L,, • Receipt No.: Date: I p1,00 H t • '''''''' ''''." :4‘ '''' 4""*."-il'''''';4:' (''' '';''' ) -7:* ' ' ' ' l' ' '': 1 ' '' 't - glfget , 1 , ....aw.o. ,,,,cratizo.v...;,:,;5,4,).,, 1 1,,,s. 46 , _- _ _ _ r _ • - '.F, n ZZ L ' ill L INSPECTION RECORD _ . — t i Retain a copy with permit D1/4)1 3SI 0 u. INSPECTION NO. PERMIT NO. . 111 0 CITY OF TUKWILA BUILDING DIVISION 2 6300 Southcenter Blvd.' #100, Tukwila, WA 98188 (206)431 -3670 u. Q Project: Type of Inspection N d � 1/� Sh = W , -. Address: Date Called Z H Z- 5" Sl'i�- �, a ice:( 8 /. 1 // if 1- O ,.„Special instructions: Date Wanted: ' I a.m. W I— " p.m. 2 to Requestet;, D C3 •\ ' ' Phone No: • 0 I— i 3� —SI?2- , W w 0 Approved per applicable codes. Corrections required priorto approval. I _ p i Z 1 COMMENTS: ' " _ f i CO IO 0 1. 8/ i Vo �" IM. c) r_r t tw. '�.-c�� � i . .1 11,0- --tv v /24.4, ,F.( sti_ , p 1",‘ ti •:., ‘') 0 ly/2.1c) p) sara;--(A.-N, yip., *.., K-,:i , ' 0 ALD5 , 4. (- ±. c... .: a � u c..z.: t �.- J c ,-, , 1i (_ 3 .", LA..Q✓ i S ,), �_.... � • f ) 0,',, t,! (. : . . 1 'V I 1,i ` l o .- 1 . . 3 i ., -_1 t`' i.). " b.+5 ,t t ' i t . 11 � � , � µ, Vi Y\ �� R � :. ' ry k Y... : 3 4P ' Inspector: /6 ` } Date: '' U' �„/ ( / ) 1 4 f ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ' ` "x" • Receipt No.: Date: , 1 • ;: ta.' ` ... , ;t 4, t • �..Y r t : ...?r'.+' i' • . , r `'• 4, st.:;;{. .Y.',4:h i-.6; 40. - . - 01i liAtVgRl4A't4•..dsins rw. 4t5f p 4a.4Wr na d `'a:? � f � d:i..�:':� ~:.� n wk. 1 °.:.�u:.��:i .iwe.s • } � i: .t: .. t` . ' .t � .. , v . ,, , • • • ,. -- .,... i S - . ■ — , • "-----, - ‘, . - .,••- ' • . ,r • . Z < • • ' 1 I— Z Lii re .c 6 5 1 _, o ; 1 , . , 0 0 co 0 INSPECTION RECORD k e U) W JP LLI I —I 1.... I Retain a copy with permit I INSPECTION NO. P • IT/ O. S'g w u.. o 1 1 CITY OF TUKWILA BUILDING DIVISION , 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I #1 (20 6)431-3670 1 5 LL. < Projenae T -\ „ ,.. 1 Tyc Inspection:/wdzws. W D :si. 1 DiPi 44 I a , Add s: . pate Called: V (1 ° 7/ , I— LLI r .A." 9 14 , Oft 4 f D/ L.( z 1 .... 1 Special Instructiol iC IVate Wanted: ' I— 0 z }- 1 I I / (13.n. w uj I Requester: V 2 D Phone No: ri ° 0 0 — • (..1:. 0 I— • , LIJ L a . ‘I , ..... Ik Approved per applicable codes. 0 Corrections required prior to approval. I — — 1 COMMENTS: ,. : Z . F: 0 z . , ._ . - N., - ` - \ , . 1 ) ' . • ' _ ':... :,,,,,:_,,•-•----= , 1 LA Ea. . ‘4 k• 6 ',I ) . ' Inspector: ''''S( A --... Date: -11- 0 ,...._( $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be I paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: . !fairl i niq 1 f (I , . I % „ ,,„.,,,...„ ,,,, ,.., , , , ,, „ , . ., . , , .— •„,, r .. . A ., ■ :. ' '• ' - ' ' , ' t A4A % 1W ,,PeT .) , Ari t l'i 4t'io el . 4' , i �..Cr , 1 A Z , ' .k. .. &. `j mo A i . INSPECTION RECORD 4 y W = )** Retain a copy with permit P I._ I. ` J J '— INSPECTION NO. PERMI O CO u_ ; CITY OF TUKWILA BUILDING DIVISION "4 A , w 0 } ' , 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 g J Pro t Ty a o f I nspection: u- . Tr , U �t7 n t�o� CO a Address. D to C H uj g3 4rs 7 -71p a o // � f ? i Special Instructions: Date Wanted: D C r�i . 1-0 p WW V" • �. i 1/ Requester: j Q qf . 30 alai 1 /. AR . Phon 1 '- „ ? 3 3 0 'I W W �Ap per applicable codes. El Corrections required prior to approval. ;^ H COMMENTS: LL Z U = Ja \� - � o ►� so -, i' \\O 1(.o 1 -13 3� o A F- : �` ��- � 1������ e Z Cl • )..) roy,c ,pv vl h VclwM \l°S Cot c� 1 :4, 01 4 Inspector: � e" .. A n Date: . i:• $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be ; "�� • paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. : Receipt No.: Date: �.. �l`r . 5. YN5 ✓ Y .. r , .a ' �aaa arU�ktv4' ;WU 3itYtiudlOWIW.:+hi*° rittaf44;:. 17�6 ,93 try�z , ;;JOr " 4 i i , r Z =W , .. . U N 0 W w . ) INS RECORD V •' '` —I + N LL Retain a copy with permit _ . 3�, 7 w O INSPECTION NO. PERM I 2 CITY OF TUKWILA BUILDING DIVISION § 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 N ProjeS�? Type of pection: = W Ad e� j ,._' , Date Called: G � �l f — o / Z 1— Special Instructions: Date Wanted: at' 4412_ D CI � ( Requester: t O co J�. 0 / ? 0 F e( /l/ 4 Y7 D Phone o: v _ w _ w -' , V — d, � "Approved per applicable codes. El Corrections required prior to approval. Z. COMMENTS: U tn . H I O Z If r G (1r rl... 1 -Q( f,/0 1. p o4 c : ANR. A.,,(,+ 1,ii q(cO , 1 r c, "t►c `.( - r-t2 re L4 ✓' r\ .4} I, 1 1 IL voil L 4 . 4 y1 W4 Inspector` �7 ( _ .....,1/4 9 . 0 J Date: t; _0 } ri $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be .,,. paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. :4 . N ry �, Receipt No.: Date: :! ` J". 1,4 4r !' . s:'�.L`, i ,X '' t ,••'' : :; �.. `' R�i1R4 . , f. B:.�K`•.A' 'Y Y,ci,f�S��nY :ki. 1!` .f Yav "i'st y , -lt )) .: �r: �3 ,t 4:a: > , �3k'.. Yy' !,4 w mo w: i .� -,,,-1',4 'SJ. k s ., .., ,. .« U + t���)MAd ` i.�'X :.�.'LYI LA; ■ ':Y ..; ^�6 !� ^i� t. �...�`« }.. , , t .� i.. ,. M , - i - - 'A Cr ,, o. _ .•\ • . Z W J U ' 00 INSPECTION RECORD ° al Retain a copy with permit V02 - 3 5 I INSPECTION NO. PERMIT NO. U) IL, CITY OF TUKWILA BUILDING DIVISION w 0 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 2 }} g J Project: ,.--,, of Inspection: u. Q eep — rra r<n 5 #orrn Sewer Cap = a Address: Date Called: I— _ 235 Strandeor Bi vcl. 7 19=- o Li- Z F. Special Instructions: Date Wanted: a.m. f .. 0 — 20 -0 4 I Requester. g w R Yn a D a Phone No: 1 p U) • lob- 234- 2314 o I = w . ❑ Approved per applicable codes. ❑ Corrections required prior to approval. I— 0 ) COMMENTS: u. i wZ U� I= _ se 01- 5b 7/ / 'yL�Ai 'c/C ->ti.�I Z Zo v` r��,c� I Z r o r ,(r . ,9 v7`'w• r . ,k A16 fp 4l C _ cgl AkIA c(J, ,,,I( ,in• ,� a� i t . - <, $ ,t 'KA Inspector: Date: , 7/ A) y 1 . , E] $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. " ' Receipt No.: Date: t I - • ridfAJ, t L.d ^,. `r. ,'..4iis,, ;...a , m..0.1rkkiiiavr4;01t 11VO44'h i. ,X,S i .;w' J s' , ,%,'A'-,,t/'14 i -. '- % • - -\ cr -- - - sl :` Z ,i- W re 00 INSPECTION RECORD _ 1 w J Retain a copy with permit Z 1 35 U) LL INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 2 � 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 g J , Project: ( Type of Inspection: ^ N S l .� /t �.h 1,4 = W . Address: Da Called: 1 A(1 % S (IA ' (7 / / / Or Z I Special Instructions: Date Wanted: � �� a.m. Z O p.m. Requester: ? Q : I U N hon P&No: • — 0 E- W W '_ El Approved per applicable codes. 0 Corrections required prior to approval. H h )) W COMMENTS: Z U O - 7// /off aY per = : Z /.._./:' . ce441 A y0 ' 64, 1 s (14 c/ 4-41 a .r,r1. �, 4/1-4, \ �/1117G S,.�t 111, C- . Lo i - 10 . ‘t 4 104 MA 4 c L-eztc4 STr 6i/L . TWO z4C.-4-1 /4 s . 14 4, Q ) /2-Pl,A.ck c-6,, (4A- , 1 l 0 5 lib Ad' ' v h ? i : - ''' * ''' .4. `- .17 f,: ' 1 Inspector: 6 \/ 7illoy lxvize.e.,4,54 Date: 1.11, V 1 .� ' Ei $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. � ' F ' Receipt No Date: tf,',;,igl t.zd ' . . , ..J...... ` . ... . .. .. otkr,:„..„:tvM y9 .. r, °.al,,;}.t/, :lk,,, +.ifi tl,. l 4 rd.' , - _ - ' Z . z W J U 00 CO c f INSPECTION RECORD w i Retain a copy with permit » _ _ Sz U) u_ INSPE ION NO. PE'T O/ W 0 CITY OF TUKWILA BUILDING DIVISION %V I • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 2 Q Proj�Lts I- Type of Inspe / = d Zeia Addr � e x:3 5 S fJaIIed: /� /oy _ ? 0 • Special Instructions: D to Wanted: Z O 7 � � / p.m. 2 D 1 \ 0 0 a Requester: 1 V61447L' U N 'CI , ( l�t� Pho V c ` 43q — ..3/14- . = U I— El Approved per applicable codes. 0 Corrections required prior to approval. u.. 0 COMMENTS: U w N4 . . O ~ Z 4 .'' . . , , , ( . *. \ .. . .- ■ • I Z < . ' 1 LU f.'4 gc . .. _ 6 5 I —I 0 , \ , • - ' 0 0 0 C) t N NO. • INSPECTION RECORD • • INSPECIO to ID U.1 x Retain a copy with permit 41 - ) a. - C --%6 CITY OF TUKWILA BUILDING DIVISION ' 1, u j 0 • 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 2 g 7-1 Projgcr: 1 , Type of Ine coet i u. < D 1, eel T41) (---ti, co — a Add:73 s ),..1, .,Pate Calleid• I- Lii ezitaottf (510, 7 Le (oy , i z F .. Special Instructions: Date Wanted: / i alit 1- 0 L I 7( cl z 1- ui Requester: 2 D 1 I I s e 0 0 CtM n 0 OtrA/t/ , e(4---- Phone No: 0 — 0 1- tIJ uj . '1 0 El Approved per applicable codes. 0 Corrections required prior to approval. r- U.. r , - 0 COMMENTS: " Z — w co, ■ 0 , F- I TA0 c. ,62 , 2- - j- , S , (..e20_ .4 • z , )75 cce_ i ci,,y..e 7 - 7 - 2 ,.. t , e"-- .7/:3 (ccek . r .... _ - • -...„..., . . . , .... - ' i i 1...:-, L . -r, v ji `::AIR,41 • POtoN Inspect. _ Date:-7 el i , •, Azgq.kt• , Io il4 - --- ;: '• El $47.00 REINSPECT"' N FEE REQUIRED. Prior to inspection, fee m St be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: ■ Date: , ^ 4, r , ■ „,,,I . t ... ., ,L.I 6 fUr '..«,,.,, • ' ,..! , „. , •, „ .., ,,,....,, ,. , . , , , , , „ ,,... , I t.)....r. 4.4',...f,bw`mero I.,' 4.4, o , .4. q I 1 \ .. • Z W 1 UO INSPECTION RECORD z I co W Retain a copy with permit INSPECTION NO. PERMIT NO. N� ■ j CITY OF TUKWILA BUILDING DIVISION ! 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ProjeSt: Type of Inspection: _ N Li I Address: Date Called: I— _ _.--? C c CZ-ft/J0i-te_ 5/ 9/0 < Z 1.- ■ i Special Instructions: Date Wanted: a.m. Z 0 1( c I p.m. W Requester: 2 D . Mfr . f�fif'��� o0 Phone No: C11— W W El per applicable codes. 0 Corrections required prior to approval. I — H W COMMENTS: W Z U N H = . O ~ n. gi Id( ILA,_,/( - t&re--v, Z 1 ,,.sr,, r ,: i • Inspector: Date: vo 1 (� ✓-" I :gyp 1 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be y ' . � I paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. j � � r 1 1 Receipt No Date: r ,) I I f .. , . 4 , r , ,,,.' .'...4: ^14*^ N+b iti4 Oil . $. K'u t ,, Wag • :iA4•,?.:$ - Z tU 1Y 2 INSPECTION RECORD co O 02 � .5./ co w f Retain a copy with permi . w = ' INSPECTION NO. PERMIT NO. — i— I 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 J 2 Project: '� Type of Inspection f� 1 u. u. a ! w co i • • Address: n Date Called: / •i = W `J 3 S /1oC ¢� 9/0 �� I _ !!! Z 1— Sp Instructions: Date Wanted: a.m. 1 S(/ 7 /o) p.m. i z O C Requester: ? W uj I Phone No: ' U O — 0 b : W — E Approved per applicable codes. 0 Corrections required prior to approval. .I 0 c I COMMENTS: :; — Z tL N I U 8 I b /qos- ;;' >t :e 44 cJQo z . .. 7 (/IA!. e7 IA a 41 '; 04 K ///6 .. rte., I I 'i . ∎ , Inspector: Date: p i r Wc— . 1 Vio,Y.N.A. .t: El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be " paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. j ;, . $ ' Receipt No.: Date: 3 Ea . I r i��• - _ +.. ... .,.. xb�r ^u�� c ..ne..v�;n� r� ,n, cs mcn..... ,..,.... .+ifomm ....t,w.• ^- ...••,..,.. uk.1 x.,,, ft{a AIWA, A at i'u r, AId $L {S • ` f s � ntl� -e ... 1 .. .. ,,. i / n v .. � :, .j S;P� -. da +'t�aldit`'.`K;1r, r. 1 , - - _ `- �-' -' - ` o .'^ � ‘ . . ' /v ~~ « K/��m� J�x� �~�� ` ' z ^ � / � ' �� Jn^- ' U /�� ��� ' � Report u / ^ ^~`~~'^~^^~~~'^ '^~^ `^~ ~ Report Number: 60067 ~4 ~ %! • .��." + ..°.~.^,�.` ,^��� " . ."=^��`.,= � �,�` /==��� Client Name Decker Development Project Number: 84496 ` Contact: Permit 62351 r- \ C|�ntAddr�s: 1i7 Pr�mc Nama: D����rmnde,BLVD -» . Seattle, Address: 235G C 0 / � ' Date: 1M3/05 ULI i | ' -" 1- * W_ �� Supplier: Cadman Air Temperature: 39 . g Material Concrete Concrete Temperature: 66 A�MC1OS4 u_ . Plant Number: 54 Air Content: 0 ASTM C 143 - a � { Mix Number: 180301 Slump: 4 1/4" ASTM C 231 I. . � �� I- ' i Truck 264 Time Sampled: 3:00:00 PM __ . I-- AddudVVo�c 0 Ticket Number: 06519643 Number of Samples: 4 Admixtures ~~ *$ Yards placed: 2 0 ~~ . — �� 1-- ' Design Strength: 3008 Location: column . ` ^ � Lii -_-'-____-_-''- '_---__--__--_--__�_-� --___- -_'-_ -- _____. �� I- 1 / Inspection Performed: Reinforced Concrete ' �� ' ! Grid Lines/Location: Column Footings - Northwest and Northeast side of entrance. Z : Remarks: iz J.- Rautea 0 I " - approved drawing (section A-2.0, dated 1-7'05), by size, grade and location of restee Z ' i including bar-lock coupler installation. ConcmtewmachutedfromtrunkondmechonicoUy consolidated. i n Conforming to approved plans inspector: Shprits, Yevgeniy SHP 41 396 |nepeuto'r2: � , \ . |nmpnctor3: Reviewed Anderson, Kim • : Samples Tested In Accordance with ASTM: C 1231 ■ Sample ID Test Date Age Size Area Set # Total Load PSI Method Fracture Type . . 50330 1/20/05 7 4 X 8 12.56 1/1 58860 4630 C 1231 Pad Cap ` : 60331 2d0/05 28 4X8 12.56 1d 74190 5910 C1231 Pad Cap . / | . 50332 2h005 28 4 X 8 12.56 1/1 72340 5760 C 1231 Pad Cap 1 - , a, '„),,. , F.:;-,7,e4te ,,,,, Date Mailed: Distribution: W Ohan 13 Contractor ' �� Eng|noer E Dwner TestedBy M�eBbokwaU ` ^ Reviewed: Alan Hale W] Municipality E] Di�hb�aO�er ' • ; LI 1 11/3 E Architect 0 Distribute Other 3 All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden �=r ___-_ - i �cr ■ s ti c iii. CE /V b • MAR i Field Report Report Number: 40369 ^ CO/y U i4.1 a ! �iL*.'�k- a .waaa�y. d 4ar +nr'fM� . } ry �w y a. SY; wx e nn i ppv w, y � y au�j i wn� : �rn .�� ++n k ��.�t j �t y �,e�r vr �»x� e.•nn wwrwn.x•�u y �m� v � �4I � 7 . 1 641:: ; e : t n ° r• • a�bo�ato c : 26 18 0t' +FARif War a l ' r 2S u lte wolg( , Redmo nd • VV " A s 9 80ku% '1IFNT .Y r i r, ,i4,4Frb0 .i.- H,,,f e ., ,Sp,, ,,. . .,44 �'. v _ f' ' > t�l : /v" `rt ° ' s ! Bala iAli • _ m P .gtie ZFa f x 4 5 8 1 ,54 4 1. z.;; 4 ;v 70,` ?� ,z 7 t � s n : 4 h b 1 F: l�. „ ; Client: Decker Development Project Number: 04 -196 Z 117 E. Louisa ST #230 Permit #: D02 -351 ,I-- W Seattle, WA 98102 acre Project Name: - under BLVD 5 Contact: J U Address: 235 Strander BLVD C.) 0 w i WI I Date: 3/7/05 Time: Temperature: J I LL I N O c 2 I . Inspected installation of added 3/4" parabolts for 4 x 12 ledgers at existing building /new addition 1 roof connection. I 3/4" diagonal parabolts were properly installed in clean dry holes with a minimum embedment of N a I 4 3/4, " 2" x 2" plate washers were properly installed on 6 bolts at North ledger. Plates still to be i w' installed on remaining 10. Z H t— O I Z I— w : o i U ON 1 0 I— • i w W f =U I 6 , I t.. Z : U N �_ 1 O I ; . z i i ; , 1 1 j 1 f i i 1 Y , c: fi , ; T { . Distribution: In Distribute Client ❑ Distribute Contractor Inspector: Graham, Jerry GRA 54 6955 "` "''`x ' " ❑ Distribute Engineer ❑ Distribute Owner . Distribute Municipality ❑ Distribute Other Reviewed by Kim Anderson ; ° El Distribute Architect ❑ Distribute Other , ` All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. o „ Reproduction except In full without the written consent of A.A.R. Testing Is strictly forbidden r.. . i s _.......w.. ■ -/ - 110 11 City o T u�ila •,_, s o o� � Steven M. Mullet, Mayor %.13% O �`. r�1►�/ 2 - Department of Community Development Steve Lancaster Director I 1 90 8 _ • Z iZ 01 - 04 - 2005 ~ } Q j 6 U O' _ BRAD DECKER 5 N W 117 EAST LOUISA ST, #230 — w H SEATTLE, WASHINGTON 98102 to w w O. 2} QQ F- RE: Permit No. D02 -351 LL J Q 235 STRANDER BL TUKW to = w Dear Permit Holder: Z 4 ' 0 In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. w Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the 2 j i U provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not • 0 commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or .O — abandoned at any time after the work is commenced for a period of 180 days. W — •= w U Based on the above, you are hereby advised to: H . I O E Call the City of Tukwila Permit Center at 206 - 431 -3670 to arrange for the next or final inspection. 0 _ This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if 0 / — . the project should be considered abandoned. Z . If such determination is made, the Building Code does allow the Building Official to approve a one - time extension up to 180 days. . Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 02/15/2005, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Stefania Spencer, ,, Permit Technician ' xc: Permit File No. D02 -351 t'i're: Bob Benedicto, Building Official 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 k! /.'Li4:: .vu::#.:.s........! M:. _.. ...,. ...::,......:..— ...rwaw.d. .... T1K .. .JaL., M,.yY.M4 wrawaa +..ni.+.n..•tvw..u- .vu..w. ^. ........ ... ... .... ..n. . n. »..... .... ...u... .en..t...vs'+I!2G ^'RWL7L'iMUM'gM.`.{ }liwitMn... SHUTLER CONSULTING ' ENGINEERS Inc. 12503 Bel —Red Road, Suite 100 Bellevue, Washington 98005 (425)450 -4075 FAX�425)450 -4076 Jog 235 STRANDER BOULEVARD BLDG. Tukwila, Washington SHEET NO SKS -4 CALCULATED er JH SCALE NOTED OF DATE 1 -7 -05 Job No 01 -65 NEW 2x6 VARIES ' " CDX PLYWOOD w /10d COMMON • 6 "o.c. BLOCKED --� 2x PLATE w/ BAR—LOCK COUPLER INSTALL PER ICC REPORT #5064 (TYP.) EXISTING CONC. WALL #4 PDX 14 ",oINTOE (E) CONC. w /HILTI HY -150 ADHESIVE NOTES; 1) SPECIAL INSPECTION TO BE PROVIDED FOR SPLICE, EPDXY & CONCRETE PLACEMENT. 0' -0" EXISTING GRADE BEAM (N) REINF. TO MATCH EXISTING MECHANICAL 2) CONCRETE STRENGTH: f = 3000 psi REBAR TO BE GRADE 50: Fy = 60,000 psi RECEIVED JF1i'� 1 J Z005 BUILDING DEPARTMENT REVISED SECTION A -2.0 SCALE: 4/4 " =1' -0" - —. . �..c.r '. • RECEIVE 'JAN 31 200 s, . Da vELOpZ N Field /Material Report Report Number: 60057 r � :° x!!+^''"°' µ"^."' F.."+ ��r"' eN!?` YFt:. r•!' q:?! kj * �"Nrr',.,'',,,vm...+r.r.•!rr� �,�,n.:�....,, ., i.,;. T..,....,.,• ���y ,or,...,p ..,�,e r. r u •+s.,,.,.,.,..,....,,,,..r•, i A:iprot i priziG (nc,� ,go lfrke - e N E, Park 0101, Redmond, WA 98052 1 d s Iro � d �i�i I' rv� r i i 8 � r + yy� si aidtd r t attri '� 6,44 4 001 5812 F 425 1 41 , ; , , : r ;` j �C :7' ,fir .!1 �.. r h.�.v�:,u �. n!. J7.��....iiJ: -.:'� .,, ;1Kt a, . .. .._ . .. ... _ 54 • ,. ... r.'•s..1 I _... s Z Client Name: Decker Development Project Number: 04 -196 H Z Contact: Permit # ` -- re i Client Address: 117 E. Louisa ST #230 Project Name: 235 Strander BLVD j O Seattle, WA 98102 Address: 235 Strander BLVD V) O t W I Date: 1/13/05 —J I— N W r ? 2 } Supplier: Cadman Air Temperature: 39 g J Material Data: Concrete Concrete Temperature: 66 ASTM C 1064 U Plant Number: 54 Air Content: 0 ASTM C 143 f=.- _ Mix Number: 100301 Slump: 4 1/4" ASTM C 231 ? =_ Truck Number: 264 Time Sampled: 3 :00:00 PM Z 0 Ticket Number: 05519643 Added Water: 0 Number of Samples: 4 Admixtures U N 0 — Yards placed: 2 0 I- 1.1.1 Design Strength: 3000 Location: column footings H U . I Inspection Performed: Reinforced Concrete - Z 0 1 Grid Lines /Location: Column Footings - Northwest and Northeast side of entrance. U u Remarks: I— I— C Resteel was inspected prior to concrete placement. Resteel was in compliance with Z approved drawing (section A -2.0, dated 1- 7 -05), by size, grade and location of resteel including bar -lock coupler installation. Concrete was chuted from truck and mechanically consolidated. 5 Conforming to approved plans Inspector: Shprits, Yevgeniy SHP 41 396 Inspector2: . 1 Inspector3: Reviewed Anderson, Kim Samples Tested in Accordance with ASTM: C 1231 Sample ID Test Date Age Size Area Set # Total Load PSI Method Fracture Type 50330 1/20/05 7 4 X 8 12.56 1/1 56860 4530 C 1231 Pad Cap is - R Distribution: D Client El Contractor Date Mailed : ° `� 1 Tested By: Mike Blackwell !4 A , , es ❑ Engineer ID Owner ,y b� ` © Municipality ❑ Distribute Other Reviewed: Alan Hale t ILL tit ❑ Architect ❑ Distribute Other 3 S » iii / 1 All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. I 4 Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden v W c c' � ., .. ,.. ... .: .: .: i .., r... ., , r.: b.,. rat;.,• .i1: _• :....h.:; , •.. .,. . •• .<. , �+mr - , - -. -\. r ,, ,,` 1 4 . RECEIVED . 'JAN 31 2005 f Field Report Report Number: 38052 COMMUNITY ny �.r ,Ks,sr rSf•tan$'41i N3�1. �'„ ,� � DEVELOPMENT A:ASR: Labo .E r 1.80 Suite ;,C1D1 aeri;and'' ''' 8052= -` d � J,: '' 'lil +' . r �. i�,. }� '. . i- a ( 7 � .. un t dY� #,aN .i7' �. ; ,: , e + M L 'r s RS -mf "� J 1 z � p �' Pho 4 25 88 15 * . 0 1 41 42 $8 +1g� 4ril ,' x t �� �i V M 5 :ii&.: f 4 i Client: Decker Development Project Number: 04 -196 Q i 117 E. Louisa ST #230 Permit #: � 4" W . Seattle WA 98102 re 2' Project Name: 235 Strander BLVD 6 m . Contact: U 0 Address: 235 Strander BLVD CO O CO I Date: 1/12/05 Time: Temperature: —1 I— . C U) IL, w p h C Visit to site I witnessed installation of #4 bars at Northwest corner of existing building. Bars are G placed at 18" on center with 4" embedment. Set 22 epoxy by Simpson is used in clean dry � r ? , holes. Ref. Detail A2.0 revised sketch SKS -4 by Shutler, dated 1 -7 -05. Work conforms and is N d acceptab H w Z Z i a Z p A w , ?p o 0H" • w W Z U N j H = I oI Z , i I • 1 1 3 1 1 i I 1 I 1 e 1; d I . Distribute Client ❑ Distribute Contractor Distribution: I nspec t or: Sv acek, John SVA 52 0867 ' 3:�� :;',.. '`' "' Di ❑ Distribute Engineer ❑ Distribute Owner I i , .2 Distribute Municipality ❑ Distribute Other Reviewed by: Kim Anderson • El Distribute Architect ❑ Distribute Other xy All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. 1,r4 2. , `` ` u < Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden 5 Yi V �" .1 ...r •... .. ...a ....,.... ...s --.-- , .. ..1. .... 1..wr. Y- .. .. .wtru. ..... ... .. ... rr ' v. .. ... * v... —.... "..... ... ..r..•.— wr .M.:wt,ifl?' Ut1) htWMkttfltNM* 'M .Y: i —, - .- - " ..4:r , 1 :` 1 i Field /Material Report Report Number: 27914 { L ' : ' a " a o � 8 e:M; 7, 61 "*�8:0170 i t - ' m � p � b y r &'" . 8tri ii, ,, i : ik "t + ,, ,„ t `?,krj,r.,,,, , t K f t� it , it 1. x K }, ?4 .S i ' Z l'i. A c , p1r i�v *0`41.71.C. r" z 11,11 to 105 881 581 O 9188(1 , '� y �. k trt Q t .+'�', Sd.. .r•, i� ,tQt{': uJ:�. ....(�sx. ,.a ; suf ...!,r..� r >. tr. .:�; :arse. :4. a�r.,.i,fa -'.x ?..'��.r�.5 ",'Y -1 �'.'� ,Q�7+�i.s }. .�!�«.4��Y';;1 Z I Client Name: Decker Development Project Number: 04 -196 .1 Z 1 i Contact: Permit # 002 -351 6 I Client Address: 117 E. Louisa ST #230 Project Name: 235 Strander BLVD U O I Seattle, WA 98102 Address: 235 Strander BLVD N 0 { Date: 8/5/04 J F" V) W WO i Supplier: Cadman Air Temperature: 67 LL Q . Material Data: Concrete Co ncrete Temperature: 61 ASTM C 1064 ! d i Plant Number 54 Air Content: ASTM C 143 H _ i Mix Number: 551000 Slump: 3 3/4 ASTM C 231 Z ~ i Time Sampled: 8:55:00 AM Z O ! Truck Number 238 W 1 Ticket Number. 479700 Added Water: ? 0 ' I Number of Samples: 3 Admixtures U w I Yards placed: 1 0/15 ILI W Design Strength: 3000 = 9 Location: See below F I Inspection Performed: Reinforced Concrete •• O Z 1 Grid Lines /Location: Eastside of existing building "Sleep Country" U N I Exterior walls ~ H I Remarks: j Resteel appears to be as per approved plans. Concrete was placed by chute and Z ? mechanically consolidated. Sampled at point of discharge. No batch weights were provided. I ® Conforming to approved plans Inspector: Sonne, Bill SON 80 9961 Inspector2: i Inspector3: Reviewed: Anderson, Kim I Samples Tested in Accordance with ASTM: C 1231 Sample ID Test Date Age Size Area Set # Total Load PSI Method Fracture Type I 44408 8/12/04 7 6 X 12 28.26 1/1 131920 4670 C 1231 Pad Cap , 44409 9/2/04 28 6 X 12 28.26 1/1 166890 5910 C 1231 Pad Cap , i 44410 9/2/04 28 6 X 12 28.26 1/1 165530 5860 C 1231 Pad Cap RECEIVED c- „K_!x 1 x r .. SEP 2 2 2004 - _. bi t, 4 s BUILDING Date Mailed: �G ,x,. IF et Distribution: k C lient =i Contractor DEPARTMENT > ; ,, :� `� E ng i neer Owner Tested B y : Mike Holtz -_-,-- Re v i ewed: Ala Hale i i q , „ ': ` . ; i Municipality Distribute Other t ,._ 1 ,,4 ` :�t Architect �' Distribute Other 3 i — ` ? a All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. , � ; .r Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden ` ''� A, Yj r. k!!f'�NLiN6N4Y rnn# wMwYYeY. MRNNV. t✓ Pf... wn. rn......- ..+.w..,."w•v...nAMV.✓ N41klV!.•III�M!k<kQAYbr..4eim. rf • �•�� 4� 1 ....e .F -. -4I •+',1' ij P,!E p.. ' . . ' `"y. {8 ', T' .• ^ ,. � y: Shutler:•Consulting Eng neers; 425' 4078; ?u J " 22 -O4 4:40PM; Page 1/11'fd4 . p mil A sllumER Ilia IN CONSULTING . WI EN ENGINEERS, INC. 12503 Bel-Red Road., Suite 100, Bellevue, WA 98005 " (425) 450.4075 * (425) 450 -4076 Fax MIIIIMMEmommommimmk FAX —MEMORANDUM • z � z cc w DATE: July 22, 2004 Number of Pages 1 6= 00 N TO: Brad Decker • w Decker Development & Construction co u_ FAX: 206- 545 -4952 • � � FROM: John Headland, P.E. ? RE: 235 Strander Blvd Building Tukwila,WA ? �' z ° w ui The embedment depths for the anchor bolts at the holdowns will need to change now that they are 0 being embedded only in the stemwall. The embedment for the 5/8" AB used on the 1-11D2A will he o 12 inches. The embedment for the 7/8" AB used on the HD10A will be 24 inches. .= w H Give me a call if you have any questions. = p z f .... Z } 1 • A j: t..•4 Nf )`4 • CEIVED t ; ''rte':.. r / ,.: F : R ) AUG - 4 2004 -'-A) BUILDING DEPARTMENT �.:.....�..a.,.:x,�,wcman. - M _... •..... n...r.arene+,..ea.,.......�i .�:�# t rep hfitler`Con uTting" Engineers;' 425 450 4076; . 'xSHUTLER ■ CONSULTING IOW 111111 .ENGINEERS Inc. 12509 Bel -Red Road, Suite 100 Bellevue. Washington 98005 (425)450 -4075 FAX: (425)450-4070 Jul= 22:- 04;';4.:29PM doe 235 STRANDER BOULEVARD BLDG.' Tukwila, Washington SHEET NO SKS -1 CALCULATED eir JH SCALE NOTED OF DATE 7 +22 -04 Job No. `O1 -65 STUD WALL PER PLAN SHEATHING AND NAILIND PER SHEAR WALL SCHEDULE - • -4--`- PAVING OR GRADE PER ARCH. —� #4 HORIZ. . ® 16 "o.c. 2 - #5 I I- O /6/CONCRETE STEM WALL A.B. PER SHEAR WALL SCHEDULE 2" CONC. CURS #4 5 5-24 "o.c. CONCRETE SLAB PER PLAN 0 0' -0" VERIFY 5' -0" #4 VERT. 0 16 "o.c. REVISED SECTION A-LLQRECEI.VED SCALE: 3/4" =1' -0" AUG -* 4 2004 DEPARTTM NT r Consulting'_ Engineers;''- "'A'25. 450 4076 Y.::: .ulr''22A0 3 r s 4,t'�4: OPM;. Page 3 /4:.; : Y, • ORM O SHUTLER Joa 235 STRANDER 80ULEVARb 9LDG.' � _ CONSULTING Tukwila, Washington ' - ENGINEERS Inc. SHEET NO SKS -2 OF : • . 12503 Bel -Red Road, Suite 100 CALCULATED BY JH DATE 722 -04 Bellevue, Washington 98005 SCALE NOTED Job No. :01 -65 • 425 4504075 FAX: ( ) (425)450-4076 5 ,, (E) PILE ---Q_ : �= = 3x PLATE w /7- , Z 0 5 /8 " 0 EXP. BOLTS Z ® 24 T "o.c, MAX. 2 1 (EMBED 4" MIN.) 6 v EXISTING CONC. WALL U 0 N 2x2x �/ie PLATE . 0 W WASHER (TYP.) w I CONCRETE SLAB EXISTING STRUCTURAL PER PLAN w 0 • i SLAB & FOUNDATION � -- -=fi -r g o ' -o " ,� ci I- _ v -- r . 3 -- o z 0 '` nQo w w I IijILIl 11 1 � 11 I - I I l —t I l— i looiai - > > CI Z u� ri 0 I— I EXISTING • PILE CAP 1 m . w • I I I o �,-- 0 Z . 1 U L z • r 1 w 1 1 r > • EXISTING PIPE PILE i a • I I A• ice` ja.1 I I 1 I. . 1 - I I I - 1II III • • , 11, 1 •' , IA 1 ` 9 . 4 '. i DOWEL THRU w/ • �' 1 : '�~ ' �;j TYP. HORIZ. •. I h .,• ' r , y TYP. VERT. & t ti ., �l ' ,f , � HORIZ. REINF. :P,•''. .•\ . .. N 4.14 i :0-. i A'TJ ir•1 • i 1 :f;-... •! 4 N•,WIY ••..YI,pwY JI11 wrr I IuM 7 . "" '''!'' 1 ".. DEVISED SECTION G-1 .a n w x SCALE: 414 „ u 1 ' —o REC EIVED ' • k ' r. ' j , v, u�. i4 mi. AUG - 4 2004 BUILDING iltt" IT .....•. W ... Tr..aa4• . rm +r+.rr.....v.,v.e..�.vwm.....,, T@ - ,...,........,.•.:.......,.... .o.f....:.a. {.wrsronya::hror. W .�•.i 1+M ,,.. +Itr-0 Y aS Mntix «cti x.ir�r•r,i:vnr!•.rrtf:7, XrY....'Z._.,�..r4"�4L.!d9�yy*A — - - - - 1 • • >N , . . : %S i 4 (.. 44 r A .4%'+ ' N• :, . t' - irs, rs ..+.i.`; . P ?1Jrw }' f ^j 1 + r' S h ti er C onsulti n g! E " 425 450 4078; " Ju l. ' 22 p4' '`4`t " Page s 474r r';.•, ' `'' t AIM - SHUTLER . • Joe 235 STRANDER BOULEVARD BLDG. . ■_ CONSULTING Tukwila, Washington NIP . WI ENGINEERS Inc. SHEET NO SKS -3 OF ' 12503 Bel -Red Road, Suite 100 CALCULATED BY JH HATE 7-;22-04 Bellevue, Washington 88005 SCALE NOTED Job No. 01 -65 (426)460 -4075 FAX: 425)450 -4078 {: ' ~ W 1 T .., , i 6 7 *. ::' e; , 0„ . . !r' � v) w ` ti''' ti CONCRETE SLAB PER PLAN a.¢ 0' -0" = a • • J. —N 4f 1' 1 I Z ' F. 4 . j� 0 I V r F- 11=111=111- w F- o . D 1 D #4x2'-6" N 0 - 0 DIAL. (T(P.) •z 0 F- EE • h t m } - w 2 #4x8' -0" Vr 0 z ,� HORIZ. o v o7. o 0 0 ~ 2 - #4 VERT. I z ® 6 "o.c. r� N L EACH SIDE w OF OPENING - > > , el `-- EXISTING PVC PIPES ' I - - SET IN CONCRETE . . 11 1=1)1=11 11=1114 o U t 2 4' -0" MAX. • V jr � 1 t�° .0 a .t ,.; PENETRATION AT STEMW ' SCALE' �4 " 1'_0 �9 r� R ' Nita: g AUG -42004 ," ' w ElIpL3�� >si. .. r n ® Ep�RTgpEjy•� a �; . ,.. ... - ��,.., •, „ • 3 is; af�, tciYr i�' �� .�„- ,?1�'rs�.,,�,;„.....�,.,,. .. _ .............. ....�,., .. ,o,. ,: , ..,. , - :.,,:: „..,, ._ .... ,., ! , ..• „ .. .. _ .. •., ..,,.:. ..• , ;w; av r�k '•fi�r;eE'rn;r�w'RtWNhtartp�,, 1 i i 1 i Field /Material Report . I Report Number: 27914 1 ' ''' 1'' fi t ' ll .7! ' ' r nn ] { c ,�s. ; _3' i� ', , {e . ..ec : �s' {4 ' i' ' ii } " x } ?J y �� z"��5� y ,�� �. � .* �r' }[ ��' �y�t !�5'�"+��Z� *.�i ati } ° a p p, al ' �`'"7 e4 :"ui,1...+Cu'.'8, � 4' ...i �1 3M1A, 2 : a i r Y'b"•CY,2lints iiIRZ K U`. , •" tiA, •�' ,,5 ,. It , �.t d ff'P,A ¢ti dr� T X ' x 1 t :�+:�'..,f;.�,t�xa ?�..a. " d• c °�`� [ }�Sk� � E- ul+.�ii:44 Client Name: Decker Development Project Number: 04 -196 , ; Z 1 CC Contact: Permit # 002 -351 W W 1 Client Address: 117 E. Louisa ST #230 Project Name: 235 Strander BLVD W J U Seattle, WA 98102 Address: 235 Strander BLVD V p W = Date: 8/5/04 H U) LL I i Supplier: Cadman Air Temperature: 67 t Material Data: Concrete Concrete Temperature: 61 ASTM C 1064 U. j CO Plant Number: 54 Air Content: ASTM C 143 I W Mix Number: 551000 Slump: 3 3/4" ASTM C 231 Z H Truck Number: 238 Time Sampled: 8:55:00 AM Z O Ticket Number: 479700 Added Water: 11J ui Number of Samples: 3 Admixtures D 0 O w 1 Yards placed: 10/15 0 i— . I Design Strength: 3000 Location: See below •I U I Inspection Performed: Reinforced Concrete -- p Grid Lines /Location: Eastside of existing building "Sleep Country" U Exterior walls i Remarks: I— H Resteel appears to be as per approved plans. Concrete was placed by chute and Z 1 mechanically consolidated. Sampled at point of discharge. No batch weights were provided. I i [t]/ Conforming to approved plans Inspector: Sonne, Bill SON 80 9961 Inspector2: I Inspector3: Reviewed: Anderson, Kim I Samples Tested in Accordance with ASTM: C 1231 Sample ID Test Date Age Size Area Set # Total Load PSI Method Fracture Type I 44408 8/12/04 7 6 X 12 28.26 1/1 131920 4670 C 1231 Pad Cap i 1 i 1 i 1 i CEr ,,. -�.}} r ,,•,: �r < , . F L �'aY Distribution: W Client ❑ Contractor Date Mailed: • #� Tested By: Mike Holtz :' 'rafiti,' [1] Engineer El Owner W Municipality ❑ Distribute Other Reviewed: Alan Hale : MV, i ❑ Architect [I] Distribute Other 3 ' ' ' f %s ,. ' All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. i r 1 Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden I At 4 04 n l #F j5'1' , I r„ rte. ,,., c. L. s.;..d. .::.1- ,', • ".:. •.•'. t. ...:• ' •'.` .',. ;.. •i' 'I..,•, :...,:. , . :',s.,..ia6.iiJi,4.4{.'1.'a.YiL • •••• a,s'.'.:I..a...4•fn.. L , ., Imo. '. s'OafN+r. rv.,ww ...: .... .... ., ,u wen. a«... r..., n ,+w +wnr.+.rt.r.+• +w..:wr. ..... ..... ........wm « a.: rMn` •IMn4T.sA�vR'M•YW ?>tCi. ri . , - ..- . - - ..zr :\ 1 RECEIVED SEP 0 8 2004 D E VE LO PM E N T' ? Field /Material Report Report Number: 21315 i r ,►.WR.:'f l>ng t.N o , �n �1�.1 I ' a e N E:= ?ar ` ,8o a '" ; ` `g �; 7 r,• Ai9 0' i t � r-, .m i �. tty;Y'�c�� i , "`'}' 'may t �� �} � }j "t't:n�e i � }�� b �. �'�'t Y-� 5 0 1 ' ` ,;^t om y '{' v�: 7* r j` ` l 'Ri iv�'�•ii � 12 r4 1 51 '� t,�� °4 '7 }i 4.4 $ ;�L .�� Y 141 qp �q�� } °��.�,�� , �y y q ,�� l Y� (, fry . , ,� i t. ' `. Y't�.tT`?3'.NJT . F�' J `%�4`. ` ��.M "� f'•'`^"'�°" t ,:_ ` }. i h ir. i.` -24. 4(' , - t' , ,. �C l fi eR�' tYafei,.h,. tt •,fi }�� ,. t: i�'. e,:t it�� "9F4»9,x.i.,VtnrPt,_ja t c,+ i '+ °7S:'.'�lk�o., � n �,,,� z Client Name: Decker Development P roject Number: 04 -196 , Q Contact: Permit # D02351 4~'. W i Client Address: 117 E. Louisa ST #230 Project Name: 235 Strander BLVD 6 ? 3 J U Seattle, WA 98102 Address: 235 Strander BLVD V 0 � W Date: 7/23/04 J F i W � Supplier: Cadman Air Temperature: 83 2 1 Material Data: Concrete Concrete Temperature: 82 ASTM C 1064 U_ Plant Number: 54 Air Content: ASTM C 143 = CY I Mix Number: 555120 Slump: 4 ASTM C 231 Z W H Truck Num 263 Time Sampled: 8:00:00 AM Z O Ticket Number: 4476695 Added Water: 5 gallons by contractor W 1 Number of Samples: 3 Admixtures AEA -4oz. U 0 1 Yards placed: 10/20 0 . 4 Design Strength: 3000 Location: See below W W • . _.._.._..-._....._.._._...__..__.......... _...._ ......................... I U s Inspection Performed: Reinforced Concrete Li". 0 Grid Lines /Location: Footing for addition j Z co R emarks: 1 i Resteel is as per plans (see field report #38152, dated 7/22/04). Clearances are Z ~ ! acceptable. Observed the placement and mechanical consolidation of mix. Sample was = taken at point of placement, during placement via chute, in the South half of the footing. I RI Conforming to approved plans Inspector: Thompson, John THO 76 433 Inspector2: t i Inspector3: Reviewed: Anderson, Kim Samples Tested In Accordance with ASTM: C 1231 Sample ID Test Date Age Size Area Set # Total Load PSI Method Fracture Type I 44122 7/30/04 7 6 X 12 28.26 1/1 107670 3810 C 1231 Pad Cap 44123 8/20/04 28 6 X 12 28.26 1/1 129440 4580 C 1231 Pad Cap 44124 8/20/04 28 6 X 12 28.26 1/1 133140 4710 C 1231 Pad Cap t- Date Mailed: ' 0 Distribution: W Client Contractor ;J Engineer Owner Tested B y : Mike Holtz ; r;:r i' ;' Municipality 7 Distribute Other Reviewed: Alan Hale i ; ; Architect Distribute Other 3 ' ` a: P All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden t e 11 , r4 v. t . ■ ., r • 1 V v v� Field Report Report Number: 38152 f '"4 rp K, iY!',`'t+Yr„S�'4?1! i.�"T��ra{��';: t�s+- �.;�?SI r 4k` }1` +nl'M7"� . ;. .. , e,�A ,�.Q "' ! +f, wR+w t;aw:� '. ECtig Labo�aio incRA `1r8iliWil' a i Z + ; ;i' `. Sr ►, � � � v� } ,; u . c11 '� t: � . edilnon �/�98 r Y`'r�h1a �M � ?�t 4 Y e4. y A s�'�, � M,�4A y t.yi ! Y � {� h t A �yt'.'F �7'�`v YR;�' Y�����4- t ,,.xd,ei t " • �`1geg � at a�r� °$'�`sYei'rOf fW1 :.80 5 44 �tO 1 ,' } !� ; N,�at° �ztx:��: rR � NIZE• V a / E Client: Decker Development Project Number: 04 -196 r�J I- 117 E. Louisa ST #230 Permit #: D02351 W Seattle, WA 98102 o C0 ft ¢ Project Name: 235 Strander BLVD FVF� NIA, J Contact: �E Address: 235 Strander BLVD 0 J Date: 7/22/04 Time: Temperature: N L O 2 Performed resteel inspection for stem wall footing. Size, grade, lap and placement are per approved plans and details. = a ' I— Location: Footing for addition. ? I I zI 2' U O O N O I-- W W I f– H U. .. U N z • I El ` 4 t ' r., $1 Distribute Client 7 Distribute Contractor''" Distribution: '' D istribute Engineer Distribute Owner Inspector: Thompson, John THO 76 43 Ki m Anderson ;," j Distribute Municipality i, Distribute Other R eviewed by: ; t., , .< D istribute Architect Distribute Other All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden � ,.r y � .: �:`r,,`yj,jii k ':... '�...� "'.' . •.'.`.','....':.. ::r,.' .. ... .. .: .. v .. IhMMCII .YMM- .rrs.w.n. ... .........n.... -.. ..... ....nn4vNYCH`Y(wiLH(Wi MOMK ✓Yi.WP Y�i` I' 4WWbMi ,M1J.K.A.R'- .,f..x,.•M`w.:v.• NUJ ,nMAW.A9XliM.fFY'rW. ".t1.EaY NLb.wttt+ ■ — - - - •.— • - , .. ;` 1 .. 1 1 Fireproofing ■ i Aggregates Shotcrete i Concrete Masonr June 9, 2005 C, s 1 Asphalt 1:7,1) Roofing File: 04 -196 UN 3 205 S il t e a gl oav L'opN1Ty A.A.R. TESTING Z MENT LABORATORY, INC. 1 Z S o i l s Dave Larson W o o d CONSTRUCTION INSPECTION AND MATERIAL TESTING re 2 . City of Tukwila Building Department NATIONALLY ACCEPTED LABORATORY < WjjJJ 6300 Southcenter Blvd. v o Tukwila, WA 98188 N o cn w wI I —I 1..- wO • Project: 235 Strander Blvd. 2 Address: . - - . -r Blvd. og 5 ) Permit No.: D02 -351 w a I W i— I Z f— This is to advise you that special inspections are completed on the above 1-- O referenced project. The following inspections were required and copies of those reports have already been sent. n o o I ; O co ci I-- .= U / 1. Reinforced concrete . ; I 2. Anchor bolt installation z' ui_ U ~ I O Z I To the best of our knowledge all work inspected conformed to Tukwila Building 1 Department approved plans, specifications, UBC and related codes and /or ; verbal or written instructions from the Engineer of Record. Sincerely, I A.A.R. TESTING LABORATORY, INC. Kimberle Anderson President Li F` il i 1::.- --":) { e�=` .i - cc: Decker Development -Brad Decker ; ;.: ,,, ..;.; . ,;x, - ,17.,c, , � it,: , ', py3; 1 , y ', Tel: (425) 881 -5812 Fax (425) 881 -5441 • 7126 180th Ave. NE • P.O. Box 2523 • Redmond, WA 98073.., tir . .... ,.. ...• . . w,"J -... ....,... ,..w...w�.u+.._w•.ua.+. ... • • y".:...a •, r . , ...+t ,,:¢Y 4 4;1644 «a `ibw.iiwik: ,rT.a'•ro ,, .hv' i >c " , ,,o,. :AL. ..cw., vj o 'l x%N. i —, - - "l .•Gr w. s. \ ~ 1 / 9 L_ A ■ r 10 • Field /Material Report � � k < „ r �� ,/ , f Report Number: 60889 �lF y 1.A . 'L'4;t ` ,Y,'R�” ,� *r A: fifig i g IWa t ifi 1 471# 1,801E Ave Pak 180 ;S uite C 01 Redmon ,' WAf98052 i* ' tb� N �1 GS ; Y ,. �n.� i xY. r«;:Fd Ys a� s ti r a Nd 'f rd k . 1 t r. i is - 1L i .. t 1 1,, i✓ ti s 4 i G i . t l f „ 0 - Pst ,, ,, k . ., 425'8$1 81 ■ F a x 4 25 8 15441 e i&j:1 a . v5 : 4 , 4 .e , • s.', '' i'.r ,'' z ' .0."1 ., .;' ;4- t` =,1 5.ei :.;7_ !!6?di.?: wF: i /... ea M :s.. :' ruil i s w t:.4"',7 "51'4 S 44S i x ,;,,,, t , x *:' . :' ,, , Client Name: Decker Development Project Number: , 1 Z ' Contact: Permit # D 02 -351 W t Client Address: 117 E. Louisa ST #230 Project Name: trander BLVD 5 U - , O Seattle, WA 98102 Address: 235 Strander BLVD N 0 Lo ul Date: 5/9/05 Wj I__ WO Temperature: em erature: 54 Supplier: Cadman Ai p g Material Data: Concrete Concrete Temperature: 60 ASTM C 1064 co d Plant Number: 54 A ir Content: ASTM C 143 Z F— lU Slump: 4 1/2" _ Mix Number: 501080 p ASTM C 231 Z Truck Number: 146 Time Sampled: 2:17:00 PM Z O Ticket Number: 5546524 Added Water: 0 LI.I w Number of Samples: 3 Admixtures U D CI O N . Yards placed: 4 — I Design Strength: 3000 Location: See below .I U Inspection Performed: Reinforced Concrete LL Z I Grid Lines /Location: Handicapped ramp - Retaining wall with footing U w, Remarks: _ ( Resteel was properly installed in accordance with approved plans (SKS -10, from Shutler O ~' Engineering). Concrete properly placed and mechanically consolidated. Z I W Conforming to approved plans Inspector: Graham, Jerry GRA 54 6955 Inspector2: I 1 Inspector3: Reviewed: Anderson, Kim . Samples Tested in Accordance with ASTM: C 1231 5 1 Sample ID Test Date Age Size Area Set # Total Load PSI Method Fracture Type 1 I 54004 5/16/05 7 6 X 12 28.26 1/1 108870 3850 C 1231 Pad Cap 54005 6/6/05 28 6 X 12 28.26 1/1 157720 5580 C 1231 Pad Cap , 54006 6/6/05 28 6 X 12 28.26 1/1 155180 5490 C 1231 Pad Cap * Distribution: C lient ❑ Contractor Date Mailed: ,t ❑ Engineer ❑ Owner Tested By: Blaine Stewart MP' L Municipality ❑ Distribute Other Reviewed: Mike Blackwell , 'K. ,,,r • Architect ri Distribute Other 3 ,•:• 'W °;� All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden '., ,.:r, ..v ,. 7;; ... ,,.,::L:., ,...,r:.. i..W x!: ^r.d L.;L S1Tk ,91PFK!f&IN'Y.'fllRx+.'9cd._ .. ...,. -. . vn . «.«w.w...+.�nrw.. +�.•..r«. :, o-,..,. «...R. e . w..«..a..- .,........ .. on.r.-d.wa:w......s,w, , s , I * '• ' �� MEI SHUTLER °'' . _ .- CONSULTING JOB 235 Strander Blvd Buildlna IMP MIN ENGINEERS, Inc. SHEET NO. COVER OF CALCULATED BY Ich DATE 06/28/2004 12503 Bel -Red Road, Suite 100 CHECKED BY DATE Bellevue, Washington 98005 SCALE (425) 450 -4075 FAX (425) 450 -4076 JOB NUMBER 01 -65 ' STRUCTURAL CALCULATIONS FOR: Z i-W ce 235 STRANDER BLVD BUILDING i lk TUKWILA, WASHINGTON 0 o Pe!?'t lf• PAT-J._ PROPOSED BY: r3 "" W 0 APPROVED o (206) 325 -2553 (�(�"�` 2 (� RED iv t .. z O 2 1 ffT y OFTf l kW llq V L��-- JU L Q Z 240 zz DESIGN CRITERIA: . City Of Tukwila . PERMIT CENT CODE BURIKKIEA . ;I' f, . tl ODE, 1997 Edition ROOF LIVE LOAD 25 PSF SNOW LOAD WIND LOAD 80 MPH ZONE, EXPOSURE "B” SEISMIC ZONE III, Z =0.3, R =4.5 -- SHEAR WALLS FOUNDATION DESIGN PER REPORT #E -9964 BY EARTH CONSULTANTS, INC., DATED JANUARY 18, 2002. ALLOWABLE SOIL BEARING IS 2000 PSF. ALL FOUNDATION WORK TO BE IN ACCORDANCE WITH THIS REPORT. DrNI I p ,,..,.,,,,,A + DO a . Ile.q % no a• .n......:.,. .. ., e.•, ":. .., , ac,u,^ r�r .x,n.•c- •cws..v.r.:w..4....h.. 1 +ice • ®® - - SHUTLER _ CONSULTING 11111. ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 JOB /P► /A1e d Of SHEET NO OF CALCULATED BY DATE SCALE drawing roof dead load roofing insulation plywood trusses sprinkler ceiling roof live load wind uplift � .�-� .(,o6;- Typical truss TJ -BeamTM v5.55 Sera lNumber: 700102462 18" TJLTM OPEN WEB TRUSS @ 32.0" o/c BEAMUSA 1001 12/7/01 11:06:52 AM Page 1 of 1 Build Code: 146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0 Roof Slope: 0 7======7 '© 30' o •�- Z All dimensions are horizontal. Product Diagram is Conceptual. re LOADS: 6 Analysis for Joist Member Supporting SNOW Application. Loads(psf): 25 Live at 115% duration; 15 Dead 0 0 N 0 SUPPORTS: REACTIONS(Ibs.) WIDTH LIVE /DEAD/TOT. PLY DEPTH DETAIL OTHER 1 2x6 Plate 5.50" 1000 / 600 / 1600 1 18.0" 2x4 Blocking W 0 2 2x6 Plate 5.50" 1000 / 600 / 1600 1 18.0" 2x4 Blocking 2 - Left support: Top -All, Approx. clip height: 1.625 ", Approx. clip width: 7.18 ". Allowed choice(s): TOP (NO- NOTCH), TOP (U -CLIP) - Right support: Top -All, Approx. clip height: 1.625 ", Approx. clip width: 7.18 ". Allowed choice(s): TOP (NO- NOTCH), TOP (U -CLIP) CO — DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Z ' — Shear(lb) 1564 1564 1579 Passed(99 %) Lt. end Span 1 under Snow Roof loading Z O Moment(ft-lb) 11653 11423 11946 Passed(96 %) MID Span 1 under Snow Roof loading W W Live Defl.(in) 0.848 0.978 Passed(L/415) MID Span 1 under Snow Roof loading 2 Total Defl.(in) 1.356 1.467 Passed(U260) MID Span 1 under Snow Roof loading U co O - Deflection Criteria: STANDARD(LL: L/360, TL:L1240). a t- - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and = Ui positioning of lateral bracing is required to achieve member stability. i - 0 ADDITIONAL NOTES: t.. Z - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this 0 software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product O i-- application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. - Not all products are readily available. Check with your supplier or TJ technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code NER analyzing the TJ Commercial product listed above. \ - The open web truss analysis presented is approximate. All open web trusses are custom designed to carry the specific design loads for each project. Actual truss capacity when fabricated is limited to that required to resist the specified loads. Do not use this analysis to verify S the capacity of existing trusses. PROJECT INFORMATION OPERATOR INFORMATION: Sieeptrain Building - Addition John Headland w ', 4 n Shutler Consulting Engineers, Inc. ; 12503 Bel -Red Road, Suite 100 Bellevue, Washington 98005 (425) 450 -4075 41 ,fin (425) 450 -4076 fax � :.,r r ' .I. r rs_' Copyright © 2000 by Trus Joist, a Weyerhaeuser Business. TJLTM and TJ-Beam TM are trademarks of Trus Joist . yr . = S raiY uuuaafinunrvnv+pm».,. . »».,,. • I wind p - ,( .- - -- - , - . . !, DESIGN PROPERTIES P' 2.0E PARALLAM PSL ALLOWABLE DESIGN STRESSES (100% LOAD DURATION) -, . , S hear modulus of elasticity G = 125,000 psi ,,;;,,:, .' �~ 'r . Modulus of elasticity E = 2.0 x 10 psi =� °" - _> '` : : Flexural stress Fb = 2900 psi(I) - � ` � . " T' • Compression perpendicular to grain - : , parallel to wide face of strands Fu = 650 p siM(3) • ,F; ` - ��` z Compression parallel to grain F P .. - , < = 2900 psi Horizontal shear perpendicular - ' ' = I- to wide face of strands F = 290 psi " > = 1- W ..� "' • ( F or 12 -inch depth For others, multiply by [ d - ] ° ' s s s ■ . . . ^ n : • - U O (2) F� shall not be increased for duration of load. . • �`�, \ F' ± ' � `n N . ,,. .,; W W ' (3) 750 psi for all Eastern Species Parallam® PSL and 1° /a" thick Western Species Parallam® PSL ' - • ± F =, • ALLOWABLE DESIGN PROPERTIES (100% LOAD DURATION) W 0 1 1.0E Parallam® PSL 2 2 OE PARALLAM PSL J .., nd•i+ .......: ';:; ..t DEPTHir'«;;.. - �'�[: ' 'i ii . : : } : : ; :_ : , r ;•: '_w _ • ti %;C' Li- Q OPERI ± W �e�t.,t. �.., rt��r,:+t.e.. ,. ,�• s _... = DEPTH.' ��• :' , ���� ? ,�...,- ,^ DESIGN:P - - �; . DESIGN PROPERTY' ' „ , t p: « ' • <91 ; ti :1 I 1 -, y 1,..-;,',.,..: . . ; ,.., : , ..A „ :: ' , :'` ' ' ." ' - , , , ' {I'6 ^. cr! '•[ -• - 9. / X09. 2.j,x /' i:, :'' . .;1,/e : _. . �. t 1 : 'd 1 ,. , .16 "? 18 _ . J 1OMENT (ft..lbs) 6,210 6,53 8,985 9,95 13,58 MOMENT (ft .lbs) 9,535 10,025 13,800 15,280 20,855 26,840 33,530 Z 1" , 0 „'SHEAR. • Ilis: `�,';t' . " :; 3 3,215 3,805 4,020 4,735 :- ;e 4' ° ' Zi- �,. ,,(,, � ). ( SHEAR: (Ills ) . ')-. 4,805 4,935 5,845 6,170 7,275 8,315 9,350 W W � t t !LV�K ::. : .'... " .,i,- - ... , • . : - . , .111,.' .: .. - _•• :.:: . :. m.Vl!.:�C =w ` C . F.1%+tC4..,X3•r`S,;04`. ::dJ:.4..::. :fal:i`11'� �,.- r::' .>.-ri_. :r,..,a }...::.�-0 :.,�, . +� G _MOMEN7a"OF, 115 125 210 245 400 ,MOMEN770FINERTTA; int) 175 190 320 375 615 915 1,305 D p ,� WE1GHTd'( aiiin ft .1q 5.1 52 6.2 6.5 7.7 ' WEfGHT(Ibs Ilin ft:) 'L 7.8 8.0 9.5 10.0 11.8 13.4 15.1 N '7.•"k'411, 4 $ i S..iriN:r f.M riY,a7+i , •'$i • 1 ,.,.! i r t..ic. t4C .:r Hn A 0 I - W W U 3 2.O PARALLA PSL 51/4" 2 .OE PARALLAM PSL I- o , - r /r.. vw � lw,i ' �r ; ? ' � " vic+t % L, I SL' ?'•k�; •'''..... ` �i 'i : :w : ::fi;'•r , ;•i� =E .; ^ . rc; DEPTHt : :i''t - _ _ x - -'�r DEP , iii . .. _....1::.:,. DES IGN P P 0 co • ' = : � • DESIGNiPROPERT6 ; y.�« 1 ` 11 " ,. 11• n C 6 11 . II' y "n 11' .. 1 7 . n n + y ; .1, ' : 9 ? /4 t; ; f 9:1j�... , : 11 ? /i . _1;1?/al. •; i4 1 � 18 ` g1 a , . 1 1 1.4 16 18" I 'MOMENT ft~Ibs ii 12,415 13,055 17,970 19,900 27,160 34,955 43,665 MO fti:.lbs: ` :=': 18, 625 19,585 26,955 29,855 40,740 52,430 65,495 Y om'• . r S H EA R, lbs: „ :W ?!• ; 6,260 6,430 7,615 8,035 9,475 10,825 12,180 '' , SHEAR" Ibs: i ; :: 9,390 9,645 11,420 12,055 14,210 16,240 18,270 • W,T-O :MOMEEINERTIA= (int)' Z30 250 415 490 800. 1,195 1,700 MOMENT ?OFINERTIA(in4) 345 375 625 735 1,200 1,790 2,550 S 14 5 - WEIGHT (ibs:/lin : 1; 10.1 10.4 12.3 13.0 153 17.5 19.7 . : (Ibs. /Iin :.ft:); :- 152 15.6 18.5 19.5 23.0 Z63 29.5 • 1 GENERAL ASSUMPTIONS FOR 1 7" 2 PARALLAM PSL NON PARALLAM PSI t; • Lateral support is required at all bearing points and along compression edge at Y. :-'Pgi,t.:,411.! ri t :; tT .f to t DEPTH ` «. :D� °. t, . r -' _ ----"--- . .... , intervals of 24 on- center or closer. gr t t l :a• + n.. • 11, 1 , ' j t r * " 1 8 " • m- `_, .��1.,� �'pr ; ; ' `=•, ,. �,. \� :s_t 1 9 /a �'.9 r5..: :11. /a "„t �!!: ; :1 . 4 • . ' 1�6,. :�•. Parallam® PSL beams are made without camber; therefore, in addition to co p .. • . . �a (.;,fCtt, :•.i..; .• . t.4,. :Lk .. a ....I.! .ta " ,� - ` "' ` ' plying with the deflection limits of the applicable building code, other consider - 4 O :hrau;i-1 24,830 26,115 35,940 39,805 54,325 69,905 87,325 ations, such as long term deflection under sustained loads (including creep), ; , , -,..s. ' . 1t:3v :;�' ::?ft�»�, ~` ponding (positive drainage is essential) and aesthetics, must be evaluated. 1 y� ,Yid'fi�lll Fi !i. -� u 1.0, tf0 ' ;- : :2 SHEAR;(Ibr.�;t`s. -utj c ; 12,520 12,855 15,225 16,070 18,945 21,655 24,360 • sv`��'.)..`ii ':; -;;,^ ,., . Roof members shall either be sloped for drainage or designed to account for !'=""''' - _�; ii r :- 460 500 830 975 1600 2390 3400 load and deflection as specified in the applicable building code. ''''''In,' O INERT,Tq'. � ).) ,,, . I t� �37�!v.m • Reductions applied in accordance with: 1994 UBC 1606, 1996 NBC 1606 and .I' .... :: ' r-.: ^'^ta. •M ,ta�::,. ::..r,.y,�... PP ';,Ilk µ• ., , ...:277 71,�'EIGHT4 •;:Iiio :,f�) 20.2 20.8 24.6 26.0 30.6 35.0 39.4 1994 SBC 1604 for floor live load; 1994 UBC 1606, 1996 NBC 1607 and 1994 rt' SBC 1604 for roof live load in non -snow (125 %) conditions. s 'l.} i1' • 3 members may be two pieces of 13/4" or a single 3 width beam. +l`. { ';...i ,:• qtr:. :.1: ji 5 1 /a" members may be three pieces 1 ° /a ", one piece 1 /a° with one piece 3 ", ! :. or a single 51/4 width beam. b t wo pieces 1 /a" around one piece 3 , two pieces 3 ", = °' ` 7" members ma Y P P P :;; :!,,.; , or a single 7" width beam. , , • C li • ', See pages 16 and 17 for multiple member beam connections. ! '.� P S P 'zxk,,�.1rj c ., f n t ''. ,...•... 1':. .....- .,,...:avf "2V3N> *'•5. iNF !.wn +.r. .......... _. .... , r. rr. .'♦'.1��.` ..., -. ,. ... . r a .. 4 bolts ledger bolt perpendicular to joist gravity and lateral gravity only spacing parallel to joist -- :■ \ 1 " Design Properties, Material Weights, and Job -Site Safety 5 1 " Tr us Joist • • Ma Joist Spectfier's Guide 2025 • • March 2004 . 441 . Design Properties (100% Load Duration) Material Weights . -. Basic Properties J Reaction Properties. (Include TJI® weights in dead load Maximum 1 3 Intermediate calculations -see Design Properties Depth TJI® Joist Resistive Joist Only Maximum End. Reaction (Ibs) table at left for Joist weights) Weight Mament(l) El x 10 Vertical Reaction No Web With Web Floor Panels (Ibs /ft) (ft•lbs).. (In. -Ibs) Shear (Ibs) (Ibs) Stiffeners Stiffeners: • 110 2.3 2,380 140 1,220 J 885 1,935 N.A :. Southern Pine • 9W 210. 2.6 2,860 167 1,330 j 980: 2,145 . N.A. W plywood 1.7 psf • . . 230 ;. 2.7. 3,175: 183•• 1,330.. . 1,035.: ' 2,410 N:A.. • W plywood 2.0 psf 110 2.5. 3,015. 238 1,560 I 885' 1,935 2,295. �" plywood 2.5 psf F- Z 210' 2.8: 3,620 283. 1,655.: 980: 2,145 :' 2,505 11/4' plywood 3.8 psf Ili ` 11% "•• • 230:, 3.0;. . ,. 4 :. 310, • • 1;655, 1,035 2,410 2;765.• lh' OSB 1.8 psf D 380; 3.0. • 6;1800.. 419 1;705, (' 1;080' 2',460 2 ;815': MI' OSB 2.2 psf '1 U •:•: 560'.• . 4.0 • 9,500: • 636 :. • : 2,050 , J • 1,265• • • 3,000. . 3,475 , • U O • .110::',.. ,. . 2 :8 ".,....:,'. ..3,565:. .' 35t . 1;860.; . j: '885 '.: •::..1;935;. ' .. • 2' ;;... w OSB 2.7 psf to U 210` • . 31 . • • ' 4,280: • 415., • 1,945 . 980'! 2;145 ' 2,505. W OSB 3.1 psf uJ u) ill = 14" 230': • 3.3:' • 4;755 454:.: 1,945 1',035: • 2,410`; 2,765 . 1W OSB 4.1 psf J i_ 3604 3.3` 7;335 612.; , 1';955 •1;080` 2;460'>' •2;815 Based on: Southern pine -40pcf for NW . .":56111'.:'''':•:.. • 4`2 •'; 11,275 • . 926::;: • 2,390 : 1:265 ' 3;000: 3;475:. • plywood, 44 pcf for 0SB W O : 210; : 3,3' 4;895 (-, :; ..':!. 5661: .2:;19M:•::: 9801. . • 2,145''' 2,505 ' 23D" 3 5 •) ' 5;440 t 618:1 2;1901 ' ::1,035;•'•" :• 2'410'Sr' : 2,765 Roofing g 5 1 6 :380: 35 8;405: • 830; .:2,190 ' •1;080." • • 2 ;460:x• . .'2;81 Asphalt shingles 2.5 psf i L- ,.,. ,,.c....:•.'-• ; 560'3:;: : • ::.:' .12;925-,.. 1;252:::...;:. 2,710. :::. •f °• 1 :; 265;.::.. ,.: 3 ;000'::..•:.. 3,475':. :` Wood shingles 2.0 psf i = a (1) Caution: Do not Increase foist moment design properties by a repetitive member use factor. Clay tile 9.0 to 14.0 psf I-- _ Slate (W thick) 15.0 psf Z i - • TJP joists are intended Roll or Batt Insulation (1" thick) I - O General Notes z I- for dry-use applications Rock wool 0.2 psf W W • Design reaction includes all loads on the joist. Design shear is computed Glass wool 0.1 psf 2 0 • at the face of supports including all loads on the span(s). Allowable • shear may sometimes be increased at interior supports in accordance Floor Finishes p - • with pending ICC ESR -1153 and these Increases are reflected in span Hardwood (nominal 1 ") 4 0 psf 0 1-- -• . tables. Sheet vinyl 0.5 psf = W • • The following formulas approximate the uniform load deflection Carpet and pad 1.0 psf I - H of O (inches); 31a' ceram or quarry tile 10.0 psf W 0 For For Concrete: Cu TJI® 110, 210, 230, and 360 Joists TJI® 560 Joists Regular (1 ") 12.0 psf U 22.5 wLa 2.67 wL 22.5 wL 2.29 wL Lightweight (1") 8.0 to 10.0 psf p 1' - EI + d x 10 - El + d x 10 Gypsum concrete ( 6 5 psf Z w = uniform load in pounds per linear foot L = span in feet Ceilings d = out - to - out depth of the joist In inches Acoustical fiber tile 1.0 psf El = value from table above W gypsum board 2.2 psf W gypsum board 2 8 psf • Plaster (1" thick) 8.0 psf "r, , , ). �. WARN Lack'oticoncern for proper liracing ;during;canstructioncan e F r V . r. c ` i •r esuiUin:ser i ous acc Un de r•norma l: con diti on s ;if' th e :Pa fi ' W L N 1: ; ' .N � ' followingiguidelines are: observed ;:accidents , .:will' be: avoided 1 • h ; f Joists are ° 1 All blocking, hangers, rim.boards and.rim:Joists:at the• end' supports of•the 1'" v `' ;� � J TJI®' be : completely, installed: and properly, nailed::: - - unstable r. kit lilla :AM "` ''` until' braced: 2: La teral tstrength, like a:braced erid ;wall or:an;existing:dack must be estab .; D O 'NOTailow;workers to walk ` • Ii shed•at:the.en ds of the bay.:, • Thls.can.also,beaccomplished: by' a: temporary. or l ater ; 4k , • • on foists unttl'braced ' ; y •' permanent 'dec the firs 4 t:'f o f Joists.at the f • t' INJURYMAYRESULT "the,ba f ',(4" i , ro ti ' Bracing Inc l udes: Y' ', .: ; • Block f. 3..;Safety bracing"! mes:of`ix4 (minim um):must.be.nailed:to a.braced end.wa or ' , 1Y� . i 4.i. • • sheathed area as to each. joist:. Without.thls bracing;, bucklin ,. -,Hangers sideways or �rollover is light construction 'loads- like!a • • ` v'tf� • Rim Board worker or one layer ofunnalled sheathing;- +.; ', ®® • S heathing � 4:'•Sheathing . must'be ;totally.attached to each TJI®' joist. before additional:loads. • , z °� f: ; •can• b e placed' on. the• system: ' aii.OH ` '' Y « _4 4: • . L •• Rim Joist a ., • ..DO NOT: s tack building m • ' '` 5. Ends of'cantilevers require'safety,bracing.on'.both the :top:and bottom flanges.. . on:unsheathed Jblsts° Stackonly • ^ Strut Lines . • • " .,, . • over beams •or walls;. • 6 :. The:flan straight within:a tolerance of� from. true: alignment: , a ., + Ay •s y1M11 : T'rt��7 it [,i. {i, r. a.i: - S.. , rfti' . A: sr:d.VP ,. I��ii.V k:�'2'n�;xi >' Y•r ih� 1' .2 a't;: r t .. - .... •, .. t. w1er. .... , ......, n . .. r n •:'h`. r ,a+.... .. 1. . .. i • ° ) .9n gik, 1 .. ._ . .. . -, - . - .- , t .. 1 -- 0 • 2 . _ g 11 — . .. i 0,..,,, u.< .„, i .., , , .40110AFAIVAZOWASIMIANdlr • ." ' I a Ns 4 /t / ...... 4, ( itif I .... 46 , ' } AI; Z I- "1" II 1.. /d ar —/-- /;9•0 k.. til tu 2 M . C.) -_-__I — o 52 C:3 I- • • LLI u i . 2 0 I- - — U- /- - 0 . ' — • -t- 1 --4 C.) I:: I ____ _ I . . I I ! ., ' _ z . et' Cg ii, ll,1414_,_.,.(//A) . . 1--- I ---- ' - r - i- I 1 '-` L -1-k. _ , . ( ---:- I WC° L . R •-r- . - - . ji47, I . _ _ _ ..._ .. .. ____ / I : -- 1 -& t , imi k 1 . . . 124 ' i '''r V' AA-- -% _ ,* 1 0 . _ . 1 i ----- i 4 1 ! 1 f — ' ;..i."---H---1— __,, — ii 1 1 t) e ll ' I 1 ( 1 l 1 ___..._ • . 7 —7-11 1 I ! i 1 1 t I 1 1 i . 4 : :-- — — 1 1 -- F i i 0 *It I X ) 1 - 0a -1- (13 '. 0 da C 461 1 1 .1 I i 1 ----t I -- i I lc A 1 ion 1 --- ----i-- -- - 7 ------ 1 -- 7 — , --- r --- T ---- 1 --- r - , -- ; - : --- 1 ---- 1 -- ,N - 17.. ' 1 0, ,„„ vi • r ,•• 1 . , 1 1 4 O , l iefi ,.- 9,,i .... ____ 1 •,, .,,„:„;," s , ._...1.......____ ______L______ ....____ __(..,.._.. _ 1 ____, 1 --F l— _4— I- 11- I I I I I I I I I I I 1 I I I I I I : ,..,' : ---- • . r" I -------r-- 1 11 111 1 r_ 1 1 _i 1 1 ! 1 i. ! 1 _.L.....,_.. _. __ - ... _ _1 : ._ , i •,,,e i , 1 1 J , "OW ., I i _ 1 I 7 1 I 1 j..... ; 1 N "i ' • • . _...... t i t - — I - i . --- i I — 1 —I ! I ; I - --1- f, ,' t.t . .4 ,„,,,• , - _ I ___________L 1 i 1_ •______1_ 1._____1 ______ ___, _ ____ - T --- 1. L III ii ri , - •„•60 1 . i , 1 J_______! L__. , ,,,, .._,„______,_ _ - 11 - l' ! ---- 1 - ---1-7--- si i 1 1 i 7 ; , ''',f : , : , 1 1 , te..ms„, ; „ . -, - .„ - • - k. Cr - - Sl s. \ i SHUTLER CONSULTING ENGRS Title : Job # ' - - 12503 - Bel - Red Road Dsgnr: Date: 4:45PM, 22 JUN 04 Suite 100 Description : g4; . 11111 III _ _ Bellevue, Washington 98005 Scope : (425) 450 - 4075 * Fax (425) 450 -4076 Rev. 580000 �e a User. KW- 0800348,Ver5.8.0, 1- Dec -2003 Multi -Span Timber Beam Page 1 i (c)1983 -2003 ENERCALC Engineering Software • Description Check (E)6.75x13.5 gib General Informatio Code Ref: 2001 NDS, 2003 IBC, 2003 NFPA 5000. Base allowables are user defined 22 F glulam beam - 1973 UBC Fb : Basic Allow 2,200.0 psi Elastic Modulus 1,600.0 ksi I-- W Spans Considered Continuous Over Support Fv : Basic Allow 165.0 psi Load Duration Factor 1.150 W re 2 Timber Member Information q v o co i9 escription co w Span ft 4.00 16.00 16.00 16.00 4.00 W = Timber Section 6.75x13.5 6.75x13.5 6.75x13.5 6.75x13.5 6.75x13.5 J l Beam Width in 6.750 6.750 6.750 6.750 6.750 . N Li j Beam Depth in 13.500 13.500 13.500 13.500 13.500 w O } End Fixity Free - Pin Pln - Pln Pln - Pin Pin - Pin Pin - Free 2 Le: Unbraced Length ft 4.00 4.00 4.00 4.00 4.00 Member Type GluLam GluLam GluLam GluLam GluLam W Loads ' N a Live Load Used This Span .. ?. Yes .,. . + Yes .. ..,.' Yes " yes .� .. , .a...: Yes ` .. ,,. ,. , ,.. ,,,..... ,• I = Dead Load #/ft 480.00 480.00 480.00 480.00 480.00 I- Live Load #/ft 240.00 240.00 240.00 240.00 240.00 Z 0 Results w max ntr in- 0.0 142.6 69.1 142.6 0.0 U O j @ X = ft 0.00 7.04 8.00 8.96 4.00 N Max © Left End in -k 0.0 -69.1 -207.4 -207.4 -69.1 p H Max @ Right End in -k -69.1 -207.4 -207.4 -69.1 0.0 W W fb : Actual psi 337.1 1,011.4 1,011.4 1,011.4 337.1 '_ Fb : Allowable psi 2,519.7 2,489.4 2,489.4 2,489.4 2,519.7 I- H Bending OK Bending OK Bending OK Bending OK Bending OK LL- 0 Shear @ Left k 0.00 5.04 5.76 6.48 2.88 uj Z Shear @ Right k 2.88 6.48 5.76 5.04 0.00 0 U) fv :Actual psi 33.8 92.8 82.2 94.0 34.1 O i-- Fv : Allowable psi 189.8 189.8 189.8 189.8 189.8 Z Shear OK Shear OK Shear OK Shear OK Shear OK Reactions & Deflection e 0.0 5.28 8. 6 8. 6 .28 LL @ Left k 0.00 2.64 4.08 4.08 2.64 1 Total @ Left k 0.00 .7.92 12.24 12.24 7.92 DL @ Right k 5.28 8.16 8.16 5.28 0.00 LL @ Right k 2.64 4.08 4.08 2.64 0.00 • Total @ Right k 7.92 12.24 12.24 7.92 0.00 Max. Deflection in 0.126 -0.194 -0.048 -0.194 0.126 © X = ft 0.00 7.36 8.00 8.64 4.00 ' Query Values Location ft 0.00 0.00 0.00 0.00 0.00 Moment in -k 0.0 -69.1 -207.4 -207.4 -69.1 Shear k 0.0 5.0 5.8 6.5 2.9 :• .,, Deflection in 0.1265 0.0000 0.0000 0.0000 0.0000 '� '`: x a t e ,•. 5... p w., t , r, o , '' { „ r G.i j .• a.«}ay.:::!' l.. , „ ...,. ,1. ,,:: f]'1' .. v.a ,y, (. ......:•4;,r.: t.123r• ir1n.M. iuiJ.' AiMA4d/ arMMfxMK ,.'wn•'.ru.aM . , ...a .1•w csrwhM.. S[•+i'/.�d1N 4 +. nos. bf: l. rc ;w�a1�••Ya!Y1:M1gtTYdUW,Ka.w.. r.r. i r iL.■...................,.....,....■.......... ' . , - -. - -'.- : r -' :■ 4111111A1111 ® SHUTLER J0B '404 /a4 AP/O _■- CONSULTING - ,e'1 M ENGINEERS, INC SHEET NO, OF 12503 Bel -Red Rd., Suite 100 CALCULATED BY „...jet" Bellevue, WA 98005 DATE Zee cP�l` "d' (425) 450-4075 FAX (425) 450-4076 SCALE I ! - I -I I I I I i - _i__1_ . I ; = F I 1 1 i w re w -J C.) I �! -- I I I ! _ 1 ! J , I _L_ _____F H- off'% (a ) . ( _ 1 � _' I i I _ I J F- I I I — L I g ___ _ _l G - - - -- — co I I z ` ,, �5, . , 4 ° . .,, •6er•t',,.ri I-- _ 6____OL 1 9 51 I Z I.- i I_ �f 1 D o 1 r f o _I.�sLv i o . I!', i I ' o I g 1 f I— ■ ,.a 1 _ iii Z • co I 1 1 i NMI '. L , . . I t oil • 1 III I II 1 . I 1 H • I i _ ( I 1 I I I I .____ _____i__ ' :',( _1 1 ._— i I I I _ I _, :4} - I _ i I• 1 I I _— 't i i f. • • I — —1H � ( I i — ' � I ! I I Vii ! ; -- �-- I I i Mr 1 F! I r I f I ��� I ( I ILII T • j _ � _ i i I I 1 j i — I I i 1 _ I ; I i I %=r 1 ,•: , ° m .¢3MkA .esmot'tiiot = yti fw"^ ia' =y0,,,, ''tnavri.V6t1'Y:4W." 4''''.'u .y. '' ' >. r. -"`:i{' n %`1'l V,s,.. t.. , ":`,, I,''_: nw;;.. , ..;n.::?' r +,....isy''''''i`t.A`:a,,:n r , . . . . -cr • , r. :` I • SHUTLER CONSULTING ENGRS Title : Job # 12503 - Bel -Red Road Dsgnr: Date: 4:59PM, 24 JUN 04 •1111 III - Suite 100 Description : g' 4 • _ _ Bellevue, Washington 98005 Scope (425) 450 -4075 * Fax (425) 450 -4076 Rev: 580000 User. KW -0600346. Ver5.8.0,1 -°ec -2003 Multi -Span Timber Beam Page 1 (c)1983 -2003 ENERCALC Engineering Software Description Check (E)6.75x1 3.5 glb General Information Code Ref: 2001 NDS, 2003 IBC, 2003 NFPA 5000. Base ailowabies are user defined Z ..,,.,. , i I- 22F gluam beam - 1973 UBC Fb : Basic Allow 2,200.0 psi Elastic Modulus 1,600.0 ksi 1 . Z Spans Considered Continuous Over Support Fv : Basic Allow 165.0 psi Load Duration Factor 1.150 W Ce tU Timber Member Information v v 0 Spann tlOn ft 5.50 22.50 co W = Timber Section -i 1- Beam Width in 6.750 6.750 U) LL Beam Depth in 13.500 13.500 W 0 • End Fixity Pin - Pin Pin - Pin 2 Le: Unbraced Length ft 0.00 0.00 Member Type GluLam GluLam Loads Live Load Used This Span ? Yes Yes i-- _ Dead Load #/ft • 590.00 590.00 Z 1- Live Load #/ft l- O Results W W max Cntr n -k 0.0 284.0 @ X = ft 0.00 13.50 0 Max © Left End in -k 0.0 -365.3 0 - . Max @ Right End In -k -365.3 0.0 fb : Actual psi 1,781.6 1,781.6 ' W • Fb : Allowable psi 2,530.0 2,415.7 F.. U Bending OK Sending OK ILL. 0 Shear @ Left k 3.91 7.99 Z Shear @ Right k 7.16 5.28 V N fv : Actual psi 106.8 121.3 H I Fv : Allowable psi 189.8 189.8 Z 0 ~ Shear OK Shear OK • Reactions & Deflection . e 1 . LL @ Left k 0.00 0.00 Total @ Left k -3.91 15.15 , ' DL @ Right k 15.15 5.28 ' LL © Right k 0.00 0.00 Total @ Right k 15.15 5.28 Max. Deflection in 0.041 -0.799 @ X = ft 3.23 12.45 Query Values °cation 0.00 0.00 Moment in -k 0.0 -365.3 Shear k -3.9 8.0 Deflection in 0.0000 0.0000 E.4 k71 is ,j. v � " 4 z i T , Ali' 1 IrrI•, P itf r t f� C § . . .w......i:.•. . .,..- .. .......-. -,. .. ....,.,..,..,,..... .;,r .. ... ...................:....._. .........W:.,...... „...,...,.. ,•,. -mw fvr4r......ax.a .. .wn .aurrwr,..n. rxvt :Ni •Nriir_'r,:yy;1::� Ya .q*i.?ntMrla.wt6acW:YiN+•Yi:f3 A!. . _ . .. 4 l perimeter p grade beam capacity new wall dead load stress plywood insulation gwb signage stud wall typical lateral , - i' - -1.c r- `,\ 1 • . " t SHUTLER CONSULTING ENGINEERS Job Strander Bldg A) Structural Engineers Sheet no. • • 12503 Bel-Red Road, Suite 100 of Bellevue, Washington 98005 Calculated by • (425) 450-4075 Date 06/22/2004 . • * * * ** TILT UP WALL DESIGN * * * ** • ( Considering P -Delta effects per Section 1914.8 of the 1997 UBC ) Description Wall leg between 8'-10" & 8' -6" openings Z * * * ** ALLOWABLE STRESSES AND DESIGN CRITERIA * * * ** , _ I • f'c of concrete = 2500.00 psi ` .H w re Fy of steel = 60000.00 psi Basic wind speed - - -) 80 MPH . v • Wind exposure category ( 8, C or D ) - --) B c) o Ce based on a mean roof height = 30.00 feet co w • Cq based on a calculated tributary area = 140.93 sq ft, � ` /.. �� V, w = Open structure ( Yes or no ) - - -) No N u.' Wind importance factor = 1.00 ,, (J ) 7: 15-6 a j O . Wind load ( p = Ce * Cq * Qs * Iw ) = 11.22 psf. (p = 0.76 0.90 16.40 1.00 ) u. -- Seismic zone (1, 2A, 2B, 3, or 4) -) 3 el 'i .r- V co d Soil profile type (A, 8, C, D, or E) - - -) 0 s w Seismic importance factor - 1..00 z F Percent of live load combined with seismic = 0.00 % H O Seismic loads, Fp= ((ap *Ca *Ip) /Rp * (1 +(3 *hx /hr)) * Wp w I-- ap = 1.0, Ca = 0.36, Rp = 3.0 . g j Fp at roof, hx = hr, - 584.16 plf. c) u � - �;X >� v Fp at slab, hx = 0, - 146.04 plf, C � 0 / /' :0 Fp max., 4.0 * Ca * Ip * Wp = 1752.48 plf. ' ur w. i Fp min., 0.7 * Ca * Ip * Wp _ 306.68 plf. _. a4 OW ) , z v Ev= 0.5 *Ca *Ip *D - 0.18 DL. ~ t= ' Maximum allowed overstress = 0.00 0 @ `� �� • O. . • Wall thickness for weight calculations = 8.00 inches V k ' e ' ,LU v co Wall thickness for design calculations = 6.00 inc hes }op t e /� k rz _ Parapet height, height of wall above roof. = 0.00 feet �~ ~ Design height, distance between floor and roof, = 11.58 feet Z Fixity coefficient = 1.00 • Tributary width for design loads = 12.17 feet `g &/�5 - r 2, S' Uniform dead load on design section = 132.00 # / ft. .7 r:146 .\ Uniform live load on design section = 150.00 # / ft. - '-) wvfc � S Concentrated dead load on design section = 0.00 lbs. Concentrated live load on design section = 0.00 lbs. Additional wt. applied to wall. ( le, Stucco. ) = 0.00 psf. . Eccentricity, dist from center of wall to load = 0.00 inches • • Depth to centroid of steel = 4.00 inches . Weight of wall = 100.00 psf. • Weight of wall on design section = 7046.43 lbs. Total design load on design section = 10478.37 lbs. Steel ratio ( As / ( b * d )) = 0.0037 ,';,�,:;,�`^,°;'t t'r � p�u�,4 ,r'S Maximum allowed steel ratio ( ,6 Rho- balanced ) = 0.0107 r .•,,,,,,y >Yc` Modulus of rupture = 250.00 psi. POO Modulus of elasticit Concrete - 2850.00 ksi. �'r+lti F. n = Es / Ec = 10.18 •�,ro • Cracking Moment - 112.00 in. -k i `SE ** * * * *x * * * * * * ** DESIGN SUMMARY * * * * * * * * * * * * * ** ' + y .,; ri ; �t? Ultimate load capacity has been met for all load cases, ( Mu ( Phi * Mn ), ! Service load deflection is less than ( design ht. / 150 ) for all cases, Area of steel ( 0.62 in ^2 ) is less than ,6 * Rho - balance ( 1.80 in ° 2 ), 0 I� t , S Axial stress ( 31.19 psi. ) is less than .04 * f'c ( 100.00 psi.). . V Y. n •t C ' •• , 1•:', , .;', ,, ,.. , , ,,,,H,::.•?.:: - ;z - ' . . .. .. .............. w«« m .nw.r »+..e•+rK »w..w,M<•,..a•, w.. »twx.K+ao-TrrAUM'YAtW'x'datt :q:!1+7o76f:Y.� . . , r' , , _ � :` • • . • SHUTLER CONSULTING ENGINEERS Job_Strander Bldg Structural Engineers Sheet no, LU •-1 • 12503 Bel -Red Road, Suite 100 of Bellevue, Washington 98005 Calculated by . V (425) 450 -4075 Date 06/22/2004 , Description Wall leg between 8' -10" & 8'-6" openings 1. I z s ; 2 Number 5 Bars t W 1 Results shown are for 42.00 inch wide section. W CASE I -A ( U = 1.4D + 1.7L ) O Roof ( M = Pie -- No P * Deflection.) JU • U O. Pu = 5352.37 lbs. a = 0.48 in. 0) p As' - 0.71 in."2 c - 0.56 in. N W ` Phi = 0.887 Ms : 0.00 in -k F • Icr - 87.82 in.4 Mu - 0.00 in-k ; N LL I W O. Allow. Defl. = 0.93 in. Phi * Mn = 142,02 in -k , 2 Service Defl. = N.A. in. Ult. Defl, - N.A. in. I g ' u.a fa I CASE I -B ( U = 1.4D + 1.7L ) @ Mid-Ht. ( M = .5 *P *e + P * Deflection.) ; N d . Pu = 15217.37 lbs. a = 0.59 in. ; _ W As' = 0.87 in, c = 0.69 in. ; . ? H Phi = 0.864 Ms : 0,00 in -k ; I- O Icr = 101.96 in. "4 Mu = 20.46 in-k ; W w Allow. Defl. = 0.93 in. Phi * Mn = 167.81 in -k ; 0 . Service Defl. = 0.00 in. Delta n = 1.34 in. v to . O - . CASE II ( U = 1.1 (1.20 + 1.0E + fl *L + f2*S) ) with 0 % Live Load. :W W` 3 Pu = 13135.06 lbs. a = 0.56 in. H -- As - 0.84 in. "2 c = 0.66 in. u- p Phi = 0.869 Ms = 55.04 in -k Z. Icr = 99.12 in.4 Mu = 101.98 in -k U N Allow, Defl. = 0.93 in. Phi * Mn = 162.58 in -k i Service Defl. = 0.02 in. Delta n - 1.33 in. • Z CASE III (U = ,75 ( 1.4D + 1.7L + 1.7W ) ) with 50 Live Load. Pu = 10249.27 lbs. a - 0.53 in. As' - 0.79 in.�2 c - 0.63 in. . Phi - 0,816 Ms - 27.56 in -k . Icr - 95.06 in. "4 Mu - 48.49 in -k Allow. Defl, = 0.93 in. Phi * Mn = 155.14 in -k Service Deft. = 0.01. in. Delta n - 1.32 in. CASE IV ( U = 1.1 ( 0.9D - 1.0E ) ) No Live Load. . Pu = 6853.07 lbs. a - 0.49 in. As' = 0.73 in. "2 c - 0.58 in. Phi = 0.884 Ms - 55.44 in-k �.._. "' r rt t r G • Icr = 90.09 in. "4 11u = 93.36 in -k 1 `if.' 146.11 in-k ., ., ' ' fl. - 0.93 in. Phi * Mn = -k ''"�� i °�' Allow. De - " � Service Defl. - 0.02 in, Delta n - 1,30 in. : ,i� j CASE V(U- ,9D +1.3W ) No Live Load. Pu = 7787,58 lbs. a = 0.50 in. 's As' - 0.75 in. "2 c - 0.59 in. #s f Phi = 0,881 Ms = 27.55 in-k ' ��:w` fil Icr 91.48 i.n. 4 Mu 45.83 in-k , .44' Defl. ' Allow. 0 .., e = 0,93 in. Phi Mn _ � . 148.62 in -k tt` rR . ' Service Den, - 0,01 in. Delta n - 1,30 in. �"``` t ga ti - ..:..:.:.:...::....._..:.a..«.. .. .:..a....s:.u,:.,:.�+:�':...,,. .. ... ..».««......_,_............«..«..«. w.. .u......n.«.....,.,.....,,.,... ...., ., W p w+e .rwn+rh.mw.+.MttNAltR�R"Yf .,. ,. x. .. ,. at.. s,:. vt �ti S. ko7ie�:a7:�rr1i3t3.cAa.«.,,:� . ' TABLE NO. ' SECTION PROPERTIES FOR WC & CW SECTIONS 2 3 4 5 8 1,0'.1 WC SECTIONS (1 -518." FLANGE) PHYSICAL AND STRUCTURAL PROPERTIES (PER 1991 UBC STANDARDS No. 27 -9) 171 GROSS SECTION PROPERTIES EFFECTIVE SECTION PROPERTIES NET MOMENT TORSIONAL SECTION PROPERTIES OEPTH Fy WT. AREA. Ix Sx rx- ly Sy ry. .AREA Ix Sx rx AREA 1 Ma Cw J Xo Ro B t1 (tn.) . (KSI) (PLF) (In.•21 • (in.'4) (In,•3)• (in.) (in:•4) (In. (In.) .. (1n•2) (fn, ^4) (1n. (In,) (1n.•2) ' (in. - Ibe) (in.•8) (In. (in.) (in.) 0,3 0 1.625 33 0.62 0.1627 0.0880 0.1059 0.6883 0.0863 0.0884 0.6980 0.1881 0.0888 0.0911 0.8894 0.1568 1690 .0.0439 0.00008 1.6303 1.7818 0.2823 0.21 20 2.600 33 0.72 0.2129 0.2192 0.17 1.0146 0.0784 0.0729 0.5969 0.1984 0.2272 • 0.1585 1.0329 0.1810 2880 0.0969 0.00008 1.3714 1.8183 0.4312 0 20 3.600 33 0.84 0.2475 0.4815 0.2762 1.3947 0.0857 0.0781 0.5885 0.2330 • 0.4888 0.2429 1,4023 0.1968 4290 0.1987 0.00008 1.2311 1.9568 0.6041 0.71 20 ' 3.825 33 • 0.88 0.2519 :0.6227 0.2884 1.4408 0.0887 0.0785 0.6857 0.2373' 0.5276 0.2648 1.4472 0.2000 4480 02125 0.00008 1.2159 1,9791 0.6225 . 0,81 20 4,000 33 0.90 0.2648 0.8581 0.3290 1.6783 0.0896 0.0773 0.5812 0.2503 0.8814 0.2908 1.6803 0.2129 4970 0.2842 0.00008 1.1727 2.0519 0.6734 20 8.000 33 1.14 0.3340 1.7188 0.6723 .2.2871 0..1006. • 0.0804 0.5488' 0.3125 1.7120 '. 0.4954 • 2.2839 0.2821 7890 • 0.8823 0.00011 0.9903 2.5312 0.8489 • 0.711t. 2.500 33 0,94 0.2774 0.2801 0.2241 1.0060 0.1000 0,0988 0.8004 0.2705 0.2928 0.2250 1.0276 0,2098 4220 0.1326 0.00014 1.4097 1.8449 0.4181 • Z 0.731 18 3.500 • 33 1.10 0.3226 0.8194 0.3540 1.3880 0.1129 0.1011. 0.5908 0.3156 0.6321. 0.3488 1.4001 0.2649 8600 0.2875 0.00017 1.2843 1.9788 0.5910 < 0.n 18 3.826 33 1.12 0.3281 0.6727 0.3712 1.4319 • 0.1139. 0.1015 0.6991 0.3212 0.8864 0.3831 1.4464 0.2805 8770 0.2885..0.00018 1.2488 1.9988 0.8098 _ f 0.901 18 4.000 33 1.17 0.3450:.. 0.8481 0.4241 1.5879" 0.11713 0.1027 0.5838 0.3382 0.8809 0.4134 1.5798 0.2774 7670. 0.3578...0.00019 1.2039 2.0701 0.8018 F- Z O gfi 18 .8.000 33 1.48. '0.4352 22224 0.7408, 2.2598 0;13213 0 : 1089 0.5619 0.4284• 12352 0.7150 . 2.2883 0.3878 118701•. 0.8900:' 0.00025 1.0158 2.5441 0.8408 W 0. cc m 071 15 8.000 33 1.76 0,5254 4.4871 2.9159 0.1424 0.1094 0.6208 0.6170 4.4800' 1.0784 2.9200 0.4578 18190 1.72e8 0.00031 0.8823 3,0945 0.9187 Q 18 10.000 33 2.09 0.8168 7.7528' 1.6525 3.6610 0.1493 0.1109. 0.4925 0.6488 7.776E ' 1.3064 3.5640 0.5480 205130 2.8968 0.00037 0.7818 3.8721 0.9547 11J 0,528 I ) 0.70 18 ' 2.600 • + 80 5.20 • 0.3517"' . 0:34 0.2793' + 0.8983 . 0.'i 255 :: 0 :1270. 0.8052 0.3417: ` 0.3880 • 0.2797•' , 1.0187 0.2885 • 7890 •, 0,498 0,00015 1.4574.. • 1.8783 0.3980 J V 18 3.600 60 , 1.39 0.4 0 .77813 8.4438 1 0.1463 0.1327 0.5968 0.3983 0.7925 0.4330 1.3932 0.3234 12320 . 0.2945 0.00018 1.3084 2.0022 0.5730 0 0 0 � 10 ' 3.826 60-' 1.41 •0.4154' 0.8438 0.455E' 1.4253. 0.1471. 0.1333 • 0.5951 0.4054. 0.8598•. .0.4535: '..!,.4387. 0,2305 : ' 12840 0.3170 0.00015 1.2923 2.0233 0.6921 U) 0 0.90 ; 113 4.000 60 1.48 0.4358 1.0862 0.5328 1.5019 •0.1520 0.1348 0.6900 0.4288' 1.0811 .'0.5189 •.1.5738 0.3517 14400 0.3909 0.00019 1.2484 2.0923 0.8451 Cl) W O g 18 8.000 , 50 1.87 0.5498. 28006' 0.9335. 2.2589" 0,1718 0.1403 0.5589 0.6398 2.8188 0.9008. 2.2833 0.4849 22890 0.9577 .0.00025 1.0532 2.5581 0.8305 W 0.97 ; 18 8.000 :• 2.25 0.8830• 5.6354 1.4089 2.9155 0.1848 0.1435 0.5279 • 0.8530 5.6518 1.3804 2.9198 0.5781 33110 1.8484 0.00031 0.9159 3.1051 0.9130 J I F. 0.99 • 18• 10.000 60 254• 0.7782 9.7964 1.9593. 3.5526'• 0.1940 0:1458+ 0.5000 0.8945 9.8.127 1.8604 3.5555 0.8913 39400 •3.0868 0.00036• 0.8123 3.6812 0.9513 • (I) u_ 15 12:000 SO 3.02 0.8894 15.6097 2.6860' 4.1759 0.2009 0.1470 0.4753 0.7281 15.5262 • 1.9824 4.1781 0.8046 47980 4.8988 0.00044 0.7307 4.2891 0.9707 Q 71 14 3.600 .50 1.78 0:5178.• .0.9717 0.6653 1.3899 • 0.1884 0.1730 0.8000• 0.5178. 0.9918 0.5858 1.3840 0.4109 16550 0.4742 0.00070 1.3251 2.0078 0.5841 W 0.7. 14 3.626 ' • •6O 1.79 0.6287 1.0585' 13.5829 '1:4183 ' 0.1887 0.1737' 0.5986 0.5207- 1.0788 0.5940 1.4298 . 0.4198 • 17290. 0.5098 0.00071 1.3088 2.0284 0.6838 M 0.90 ",14 4.000 60 1.68 0.5535 1.3357 0.8879 1.5535 0.1952 0.1767 0.5938 0,5535 1.3558 0.8779 1.6861' 0.4488 19520 0.6280 0.00078 1.2818 2.0983 0.8377 Q • 0,9 .14 50 2.37 0.8981 3.5280 1.1780 2.2514 0.2211 0.1829 0.5838 0.8981 3.6483 1.1828 2.2578. 0.5892 31470 1.5223 0.00100 1.0849 2.5592 0.8269 (� I 0.97 • 14 8.000 60 2.85 0.8387 7.1125 1.7781 2.9122 0.2383 0.1871 0.5330 0.8387 7.1329 1.7832 2.9183 0.7318 43510 29278 0.00124 0.9258 3.1057 0.9112 U. < 0.98 .14 10.000 60 3.34 0.9813 12.3743 2.4749 3.5612 0.2504 0.1896 0.6062 0.9813 12.3949 2.4790. 3.6641 0.8744 56670 4.8903 0.00148 0.8205 3.6824 0.9504 .: U 14 12.000 50 3.82 1.1239 19.5985 3.2884 4.1780 0.2596 0.1917 0.4805 1.0478 19.8194 2.9828 4.1781 1.0170 87970 7.4420 0.00170 0.7380 4.2899 0,9701 a 0.70 ,12 3.500 . 50 2.51. 0.7378. 13478 0.7700. 1.3516 0.2628 0.2483 0.5988 0.7378 1.3783. 0.7884 1.3858 0.5863 23050 0.6919 .0.00200 1.3439 2.0089 0.5518.. I - 0.75 .,12. .3.1325 ," 60 2 0 :7505 1.4668 0.8093 1.3980 8 0.2881;: 0.2494 0.5956 .0 :7505 1.4956 0.8251 ' 1.4116 0.6980 24230 0.7428 0.00210 1.3270 2.0289 0.5714 • _ 080 12 5'4.000 50 2.88 0.7887 1.8802 0.9301 1.5358. 0.2755 0.2524 0.5910 0.7887 • 1.8859 • 0.9446 1.6478 0.8382 27850 0.9088 0.00220 1.2791 2.0930 0.6285 Z I- o • 9 12! 8.000 ; "•60 3.37 0:9921 4.9801 1.8534 2.2380 ""'0:3131• :0.2630 0:5818• 'O.9921: 4,9890' 1.6630 .2.2426 0.8396 46740 2.1836. 0.00289 1.0779 2.5507 0.8214 0.97 . 12 8.000 • 50 4.08 1.1955 10.0441 2.8110' 2.8988 0.3380 0.2892 0.5317 1.1955 10.0733• 2.5183 2.9028 1.0430 88110 4.1645 0.00380 0.9382 3.0960 0.9088 Z • 0.98 '12 .10.000+ • 50. 4,78 1.3989 17.6189. 3.5038 . :3.5309. 0.3558 0.2731 0.5042 1.3989. 17.6485. 3.6097 3.6418 1.2484 85780 8.9811 0.00430 0.8295 3.8724 0.9490 1 - 12000 • 60 ': 5.45 T.8023'- 27.7915 4.6319 4.1848 0.2769 0.4797 1.6023 27.8214 4.8389 4.1870 1.4498 105670 • 10.6193.0.00500 0.7458' 4.2803. 0.9694 j Q • CW SECTIONS (2" FLANGE) to . • • PHYSICALAND STRUCTURAL PROPERTIES (PER 1991 UBC STANDARDS No. 27 - 9) • O - am 0 1- GROSS SECTION • PROPERTIES EFFECTIVE SECTION PROPERTIES NET MOMENT TORSIONAL SECTION PROPERTIES W r . DEPTH Fy WT. AREA . . Ix ...Ss rx.. - ly • Sy ry AREA Ix • Sx . • rx . AREA 1 Ma Ow J Xo Ro B •I U • , (In.) • (KSI) "(PLF) (!77.'2) • On. (!77.•3) (In.) • (In. (1n. ^3) (In) (In "2) (ln.•4) (In.^3) (In.) • p (In. -Ibe) (in. (In, ^aj (Iri.)' (In.) �. 8 20 . 1.825 33 0.71 0.2100 0.1028 0.1285 0.8995 0.1106 0.0985 0.7258 0.1848. 0.0989•: 0.0970 0.6792 0.1841E . .1780 0.0789 0.00007 1.9150 2.1578 0.2123 U. p 0 285 20 2.500 33 0.82 0.2403 0.2597 0:2078 1.3968 0.1291 0.1031 0.7330 0.2151 0.2500 0.1885. 1.0200 • 0.1884 , , .. 2970 0.1877' 0.00008 1.7408 2.1485 0,3424 iii Z • 0 70Z: 20 • 3.500 33 0.93 0.2749 0.5622 0.3212.. 1.4301 0.1453 0.1081 0.7270 0.2497 0.6301' 0.2578 • 1.3887 0.2230 4620 0.3398 0.00009 1.6820 2.2270 0.4954 W 0,743'20 :. 33 0.95 0.2792 0.8093 0.3352 1.4772 0.1470 0.1086 0.7258. 0.2640 .. 0.6738 0.2701 . 1.4335 0.2273 4700 0.3883 0.00009. (..) (1.3 1.5845 2.2425 0.5133 (' 0.893J20 - .4.000 33 0.99 0.2922 0.7838 0.3819 '1.8189 0.1519 0 :1099 0.7211 0.2871' 0,7172 0.3081 1.5888 0.2403 5240 0.4639 0.00010 1.5147 2.2955 0.5848 • 1 I 20. ' 8.000 33 1.23 0.3814 1.8574 0.8525 2.3273 0.1721 0. 0.6901 0.3220 1.8528 0.5083 2.2842 • 0.3095 8100 1.1282 0.00012 1.3002 2.7008 0.7882 I- 0 '� 4 18' 2.500 • 33 1.07 0.3139 0.3330 0.2864 1.0300 0.1702. 0.1380 0.736 0.3 3. 0.2874 0.346u 0.2285 1.0483 0.2483 3920 0.2357 0.00017 1.7903 2.2014 388 0.870 • 18 ' 3.600 33 1,22 0.3690. 0.7253 0.4144 1.4214 0.1920 ' 0.1448 0.7314 0.3325 0.735:. 0.3528 .. 1.4312 0.2914 8510 0.4879 0.00020 1.6282 2.2884 0.4942 Z 0.698•= 0.736 y ' 3,825 33' 1.24:' 0.3848 0.7885 0.4339 1,48811 0.1944 0.1454' 0.7302 0.33131 0.7981 0,3894 ' 1.4778 0.2970 8780 0.5039 0.00020 . 1.8081 2.3027 0.5123 0,881 `4,000' '33 1.30 0.3815 0.9873 0.4938 1 1.8088' 0.2010 0.1473 0.7259 0:3551 0.9968 0.4209 1.6155 0.3139 7590 0.6220 0.00021 1.5587 2.3580 0.5842 0 847;:18 : 33 1.80. 0.4717 2.5405 0.8488 2.3207 0.2254 0.1641 0.8958 0.4453 2.5375' .7325 2.3194 0.4041 11900 1.6288 0.00027 1.3356 .2.7864 0.7587 • 0 970 115 ., 8 .000 •33 1.91 0.6818 6.0372 1.2593 29940 0.2470 0.1581 0.6629 0.5172. 5.0338 1.0529 2.9929 0.4942 16240 2.9470 0.00034 1.1746 3.2827 0.8720 _ .18 10.000 33 2.22 0.8621 8.8577 1.7316 3.8438 0.2604 0.1800 0.6319 0.5478 8.8707 1.2893 3.8463 0.5845 20830 4.9353 0.00040. 1.0508 3,8489 0.9254 1 0.8 2.500 50 1.38 0.3987 0.4152 0.3322 1,0205 0.2200 0.1819 0.7428 0.3841 0.4309 0.2857 1.0398 0.3138 7280 0.3288 0,00034 1.8370 2.2377 0.3280 ' ) 18 ; 3.500' 50 1.55 0.4553 0.9099 0.5199 1.4137 0,2488 0.1907 0.7392 0.4207 0.9242 0.4420 1.4247 0.3704 12420 0.6324 0.00040 1.6892 2.3157 0.4804 '?`':;i. 0'677 18 3.826 60 1.57 0.4824 0.9871 0.6448 1.4812 0.2519 0.1918 0.7381 0.4277 1.0012 0.4838 1.4715 0.3775 12940 0.6797 0.00040 1.8507 2.3313 0.4987 0.728.18 .. 4.000 50 1.64 0.4836 '1.2408 0.8204 1.6018 0.2808 0.1940 0.7341 0.4490 1.2537 0.6286 1.8101 0.3987 14510 0.8346 0.00043 1.5980 2.3843 0.5508 0.881; le 8.000 50 2.03 0.5988 3.2044 1.0881 2.3172 0.2985 0.2029 0.7063 0.6822 3.2057 0.9219 2.3178 0.5119 22880 2.0180 0.00056 1.3718 2.7839 0.7673 18.' 8.000 • 60 2.41 0.7100 6.3815 1.5904 2.9934 0.3215 0.2083 0,8729 0.8681: 8.3825 1.3424 2.9935 0,8251 31250 3.8721 0.00087 1.2028 3.2970 0.8880 0.989•. • 18 10.000 50 2.80 0,8232 10.9388 2.1877 3.8463 0,3394 0.2118 0 5421 0.6987 10.9549 1.6438 3.8480 0,7383 39740 6.4881 0.00079 1.0799 3.8583 0.9217 0'981. 12.000 50 3.18.,0.9384 17,1520. 2.8803 4,2811 ..3520 • .214' 0.7309 17.1785• 1.9627 4.2832 0.8516 48360 9.8481 0.00090 0.9787 4.4383 0.9513 Q.S $ '.14 ; 3.600 50 1.97 0.5784 1.1394 0.8511 1.4035 0.3205 0.2498 , X95 3.1695 0.6353 1.4168 0.4716 18610 0.8520 0.00080 1.7079 ,2.3497 0.4717 0,6 • `14 ' 3.825 50 2,00 0 1.2389 0 :8825. 7:4512' 0.3248 0.2510 • 0.!'•.. . " 1.2571' 0.6549, 1.4830' 0,4804. •• 19320 0.9138: 0.00081 1.6890. 2.3549 0,4858 0.7 , 14 4.000 50 2.09 0.8141 1.5574 0.7787 1.5925' 0.3361` 0.2541 ' 0.7399 C.: 1.5775 0.7558' 1.6028 0.5072 ". 21730 1.1180 0.00088 1.8351 2.4082 0.5382 0.8 '14•; ' •8.000 ' 50 ' 2.57 0.7567. 4.0413 '1.3471' 2.3111 0:3838 '0.2859 0.7127 0.7417 4.0815' 1.2986. 2.3188. 0.8498 34880 2.8584 0.00110 1.4035 2.8009 0.7489 0 .14 ' 8.000 50 3.08 0.8993 8.0385 2.0096. 2.9898' - 0.4183' 0.2728 • 0.6804 0.8843 810589 _• 1.9378 2.993& 0.7924 471350. 5.0855•: 1.2352 3.3091 0.8007 0.90 14 10.000 60 3.64 1.0419 13.8343 2.7889 3.8440 0,4400 0.2774' 0.6498 1.0289 13.8549 • 2.8727 3.8488' 0,9350 • 60740 ' 8.4344 0:00158. 1.1057 3.8658 0.9182 0.98 .'14 12.000 50 "4.03 1.1845'•21:7137' "3.8190' 4.2818. 0.4579' 0.280T '0.8218• •.1.0819 3.1477 4.2238.- •1.8778.. • 73980 12.8282 . 0,00183 ' .'0:3 4.4430 0.9491 18` •+'; 12 3.500 50 2.83 0.8324• • •1.5910 0.9091 1.3825 0.4847 0.3718 0.7472 0.8324 1.8197 0.9255 1.3949 0,8799 • 27220 1.3281 0.00235 1 7..43 2.3662 0.4472 , �' 0 71 ; 12 . 3.825 50 2.87 0 :8451 1.7294'• 0.9641 1,4305 0,4708 0.3734 0.7484 0.8461 1.7581 0.9700 1.4423 0,8928 28570 1,4197 0.00235 ) =' 1.7398 2.3800 0.4658 + ° f'ft•, 12 4.000 60 3. 8. 8833 .2.1848 ':1.0923 1.5727 0.4881 0.3781 0.7434 0.8833 2.2133. 1.1087 1.5830 0.7308 32700 1,7189 0.00252 1.6841 2.4279 0.5189 ?11..:771`? , t' 0'50' ;12 6.000 50 3.89 1.0887 5.72138 1.9089 2.2967 0.5596 0.3959 0.7177 :'1.0887• 5.7557 1.9185 2.3015 0.9342 54350 3.9908 0.00322 1.4460 2.8107 0.7357 °: ` ••,,,.' ' 0.94 • y°,. _,: •; :;; i 0,90' 3.6354 0.8446 0.4132 0.8589 1.4935 19:7872 3.9534 3.8381 1,3410 98740 12.4911 0.00482 1.1382 3.8882 0.9134 12 9.000 50 4,39 1.290( 11.4422 2 2 0.8088 0.4083 0.8870 1.2901 :11.4714 2.8678 2.9820 1,1378 78420 7,6359 0.00392 1.2714 3.3137 0.8528 � a � �:,� ': r. 0.98• 12 10.000 50 6.08 1.4935 19.7378 3.9476 3.63 12 12.000 50 5.77' 1.6989 31.0199 5.1700 4.2757 0.8717 0.4181 0.8292 1.8989 31.0499 5.1750 4.2777 1.5444 121270 18.9521 0.00532 1.0320 4.4452 0.9481 '•;' ( NOTES + %; 1, Net cross- emotional area Is based on removal of web punchout material. See figure on page 2. A> .,.i..,....::.,,;....,:,.,:::,. �' . 2. All properties are bared on the effective arose- eectlanal aria. unlace noted otherwise. " '" 3, Provide stiffeners per paragraph 81.2 of U.B.C. standard 27 -9 where the ratio le 200 <hlt <260. Ptcvlde (Oftener. ' 1 . -' �{�,� at all bearing points and at Intermediate points per 88.1 and 88.2 of U.B.C. standard Na. 27 -9 where the ratio is 280 <hlt<300. Hit ratios greater than 300 are not allowed. . _,, , .....! 'r 4. Maumee lully braced flanges and bending only, for other conditions allowable bending stresses shall be reduced In accordance with 1991 U.B.0 Standard No. 27 -9. '.. '` 5. Gross section properties based an section with punchout per figure on page 2. Effective section properties based on full cross section. •• .:i0! ": 6. Stealer Joint - WC with a 1 -615" leg is used primarily u a ceiling or floor foist and may be used as a wall stud. Stealer Joist CW with a 2" leg ie used primarily as a ceiling or 1:;' floor )oist and may be used as a wall stud. WC and CW studs are punched at 2'-0" O.C. for all gauges except 12 gauge. WC and CW sections may be ordered unpunched. i-;;:j; ` PAGE 7 ni ,r•: pp �� ( • br p north shear wall footing design transverse :,,, PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D02 - 351 DATE: 8 - - PROJECT NAME: SLEEP TRAIN , a ~ w SITE ADDRESS: 235 STRANDER BL re 6 U O Original Plan Submittal Response to Incomplete Letter #• co w Response to Correction Letter # X Revision # 6 After Permit Issued co W O z ■ ON I z Permit Center Use Only O E INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Z Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: . Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: . . APPROVALS R CORRECTIONS: DUE DATE: 91-05 ' rik :il Approved Approved with Conditions n Not Approved (attach comments) ❑ t Notation: r :� ., k 'ir- r ,z 93 �F+,, REVIEWER'S INITIALS: DATE: Permit Center Use Only . ;� ` Ih,i t {' t v CORRECTION LETTER MAILED:i�� Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 7Akit Documents /routing slIp.doc ° 2-28.02 lav4} l ;.'�V� .eir[.�GU.. ..;U ..h a. ,n �n...r r W.A .... .. w 4 _ .. ,,..•wa_4?n'•WHN,t./M'AMS•, !.r•4•4 V i )VV.Z.::, l .�.a.,. hhVtirlWhn+ llw' Nn+ 1RrMw1MwM .M•a.- +var.trr.Mrtul+vs. e. ..+V ..•....r.*V M &il�'�1K(""a — , 'x,.4. . w City of Tukwila Steven M Mullet, Mayor ♦ J�,.a ... 4 ti . � j . 1 .( p 7. , Department of Community Development Steve Lancaster, Director - Q j i 0.1 , i ) El 6300 Southcenter Boulevard ' Suite #100 W 1 !i _ 0 ; t � , A1` Tukwila, Washington 98188 .- .... Phone: 206 - 431 -3670 Z 190E Fax: 206 - 431 -3665 < Web site: http: / /www.ci.tuIwila.wa.us 1. Z re u1 6 o O 0 ' - 'REVISION' SUBMITTAL • ° J I Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through 0 the mail, fax, etc. 2 u_Q Date: a/3/ C-5 — Plan Check/Permit Number: Do Z - 3S/ 1 1 _u1 ❑ Response to Incomplete Letter # Z El Response to Correction Letter # w O uj kl Revision # 2 after Permit is Issued v o (g Revision requested by a City Building Inspector or Plans Examiner o 1-- .= V Project Name: <il t -p 1/C, o Project Address: 2,3.5 i 'dirr give( ti; u) U N Contact Person: A re, c( Oe c l(e- Phone Number: C2 0 GJ SE'S ”ee Y o H Summary of Revision: t s 4 ht.jA ht. G .it 4-1e( - _57 4 '-‘ /' •i 4 s( % k /k "c�( $vi 1,14 Z \ err? o 1E1vUE EA t,0, - l; ; CENTER ;r`� PERMIT' 'i r`: R r s;: , „,,,, le .,„ „t r Sheet Number(s): "Cloud” or highlight all areas of revision including date of revision V 4 , Received at the City of Tukwila Permit Center by biL,6e -f ' fia; , j ' Entered in Permits Plus on f' , Y \applications \forms- applications on line\revision submittal ti '4!M� F, Created: 8 -13 -2004 Revised: ' .:;::. „t .' ' , _ .. ............•...s..,..•,..r.... ..., -„ n" ..,..».�.waat..M..wnzwrora..nMM ".... 1P.+'K'Fa . wr «ns..ms,�nerwr ., v. 3; 1R: ii. uti:: .':.t.:Lx:L.'s'i:..i:.'wii.Y.:. :.tJ "i. 'f." .AW!t^aAX'MrttiY1Y1GM+k)NG!+' it*kaa «qMY - au.rcsnwnvro., x.wm . • • .. .,� ... .... ... .. ... ."u.r. „ -......C.1 _ � -— r -'\ AFT r' PLAN RB/I BN/RO U TI N G Si P , , ACTIVITY NUMBER: D02 -351 DATE 06/17/05 , PRO.BCT NAME Seep Train Q I- Z SITE ADDRESS 235 Strander Blvd. e ug Original Plan Submittal _Response to Incomplete Letter # _1 o Response to Correction Letter #_. _Revision # 5 After Permit Is Issued w w w DEPARTMENTS 2 J Building Division C Are Prevention ❑ Planning Division ❑ u. a P ub ' e rk El v0i Structural ❑ Permit Coordinator It�li� Z hi w E- w DETERMINATION OFCOMPLETENESS (rues,, Thurs.) DUE DATE 06/21/05 o I� Complete Incomplete I I Not Applicable I I o �1 1 F. w Comments .' v • — ~O Z Permit Center Use Only U I NCOM PLFTE LETTER MAI LED: LETTER O F CO PLErEN 6S MAI LID: O I— Z Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ P'W ❑ Staff Initials: TU ESITH U RS ROU N G: Please Route Structural Review Required 17 No further Review Required 17 - , REVIB VB S INITIALS DATE I i APPROVALS OR CO RRECTI O N S DUE DATE 07/19/05 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ n t Notation: ' . Y. REVIEWER'S INITIALS DATE 't ' � ''" . Permit Center Use Only CORRECTION LETTER MAI LED: ., Cum • x (r Departments issued corrections Bldg El Fire El Ping ❑ F'W ❑ Staff Initials 4. Documentslrouting dip.doc 6 ;44 2 -28 -02 ° t is ( .,1.. »w ',..'.W�w.s�u..G.�Ln +'.:. �h.`.�.an.�. '. �.a 4:i�1 �.., ve+. ttww.r:(NeM1iNYN- r.M4NM5+/%1�C IkMHM.. y . w'. M+ co •IW+I:s•(N+4YY.�FNW.Iih <fa•, .. �.:. ..:v�:.....:..y. ';,� 1/ YNH4PMY16M1}' Y` b!' Slk pfYU! M' L�l• 1S.' �NR1�Vf4Y1 '1lFY'Ft�V ?�i�L'MR(RS,Q� i�uSnd y � 'iT�� +�} t g � Date: 62/ Plan Check/PermitNumber: DO z -35/ a Response to Incomplete Letter # al z �. C Response to Correction Letter # 1- O Revision # 5 after Permit is Issued � w D ❑ Revision requested by a City Building Inspector or Plans Examiner N o b Project Name: 5 1 / e�� 17 c- r- Project Address: z 3S s�� -+�de� / ✓c<, — 0 Contact Person: 13r4d Decker Phone Number: 206 - Sys - S'96 Y 0 Summary of Revision: /9S bu,VJ on 4 , ii ) ,/Qt o A// u IL ''e1 cc[cX�C z 1-- RECENED ■ r ITY OF TUKWILA ' JUN 1 7 2005 PERMIT CENTER Sheet Number(s): , "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: /g gr Entered in Permits Plus on 6) ; � , 7:41 applications \forms - applications on Iine\revision submittal Created: 8 -13 -2004 Revised: .,...f0: date ch :a. 1HhbVY ..1 «rvor...w.. .... .......... .. ....,...._.... ..._...........:....:.. 1 ;` • 1. g City of Tukwila 190 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS • z Parcel No.: 2623049102 Permit Number: D02 -351 w Address: 235 STRANDER BL TUKW Status: ISSUED Suite No: Applied Date: 11/21/2002 5 Tenant: SLEEP TRAIN Issue Date: 01/29/2004 v 0 co w w 1: ** *BUILDING DEPARTMENT CONDITIONS * ** N 0 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 2 3: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical u. work will be inspected by that agency (206- 835 - 1111). = d w 4: All mechanical work shall be under separate permit issued by the City of Tukwila. z ZO 5: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any ILI j construction. These documents are to be maintained and available until final inspection approval is granted. U 6: All structural concrete shall be special inspected (UBC - Sec. 306(a)1). o ! w 7: The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to H 0 the best of the inspector's knowledge, in conformance with approved plans and specifications and the applicable L I 0 workmanship provisions of the UBC. i Z 8: Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. p H z 9: Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 10: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 11: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 12: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 13: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 14: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any cf other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this F code shall be valid. I I 15: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. a 'hk 16: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** Y a f y � ' z 'L`GA doc: Conditions D02 -351 Printed: 05-20-2005 , % 7i'" , %r:s . 't�'q , .�L, '. "N4. ra u'' Sg4:,4i:+ yen "• >Y.+J . .. a4, At., Jxts,a .K.. ,.. .∎■ ,. . ,a, t a� "C'7f Mr1111? ' tfun1g*V44,2~M . ■11G1 -. - -- __- • - . ,,. J ,ti4tiu. 4, -- 1 1 � 4,3)4t City of Tukwila 190$ ■ Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 17: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. zz 18: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. ' w rt 30: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #1901) 1 . 31: Local U.L. central station supervision is required. (City Ordinance #1901) I 32: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila . Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 33: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler . ; systems s involving more than 50 heads shall have the written approval of the W.S. R.B., Facto ry Mutual, Industrial Risk ‘'',""c;:o Y 9 pp t`, Insurers, Kemper or any other representative designated and /or recorgnized by the City of Tukwila, prior to submittal , ,; r to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance , : , _g ' - i #1901) '` l A4z 34: All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems 0,4 14t: shall be electrically supervised. (City Ordinance #1901) li +� 35: All exterior components of sprinkler systems should be painted RED. This includes: Post indicator valves (PIV), outside*; } 1. ,.x,, stem and yoke (OSY), wall indicator valves (WIV), and Fire Department connection (FDC). (City Ordinance #1901) ..„ ,,s 04144 doc: Conditions D02 -351 Printed: 05 -20 -2005 V' " i'r"nk5- -.i >.. - ,. ..». ;..r , , -... -:•'„,..,d r.f:.4,,,/,^,— , t,,,,..lgttn7• `�*:i'.u,,,.,,,, v. . V. r il4 , i , ,, ,A d , , i , A aer 4*Yji, T.C.. '+'/:::.v.. : "...:t•,,�,T. y tk s ^u`�.., F1. slhti•t;x q .µ, .A dW 1 .:7. H i�dSK' �L.� l �� 4'• �4 � 1Y .F � i`��.�>� >�2' �:e���r�L i 1 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 36: Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13 -4- 5.5.3.1) Z 37: All control, drain, and test connection valves shall be provided with permanently marked weather -proof metal or rigid z plastic identification signs. The signs shall be secured with corrosion - resistant wire, chain or other approved means. (NFPA 13- 2 -7.3) —I UO 38: Calculated sprinkler systems shall be designed with a 10 PSI cushion for low reservior conditions. (City Ordinance w #1901) 1- Q u. 39: The fire department connection (FDC) shall be equipped with a 5" Storz fitting(s). (UFC 1001.10) uj O 40: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance . Q #1900 and #1901) cn d =w 41: All new fire alarm systems or modifications to existing systems shall have the written approval of the Tukwila Fire Z = Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1900) (UFC E- p 1001.3) w�' 42: Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #1900) o H 43: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) i v U- O 44: Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof v c coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored H I or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 1111.1) O 45: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 1 46: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 47: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 48: The rooftop HVAC units must be painted the same color as the building to minimize visibility from higher elevations of the adjoining buildings. 49: Two bicycle parking spaces must be provided to meet the minimum parking requirements. tz -. p 50: A separate sign permit will be required if any changes are proposed in the future and the proposed sign shall meet all a l �` z sign code requirements and shall be consistent with the architecture of the building. 9 q 9 k e c 51: Per letter dated 10 -13 -04 from Brad Decker, Cryan Development LLC, at the time of tenant improvement the proper Reduced Assembly Y ( RPPA Pressure Princi City requirements. ', (RPPA) will be installed per the tY of Tukwila q uirements. 52: As redlined on the plans, the path from the sidewalk to the entrance of the building shall be colored concrete. The .x ,:f concrete surface adjining the handicap parking stalls shall be flush with the asphalt and in no case higher than 3/4" of the asphalt. t4 doc: Conditions D02 -351 Printed: 05 -20 -2005 w�� b.a...T•n••iT.. ..., . , , c , .x1x « , ` c 5'. ' +u.t t 'Xigiuky'.'IC ,; ti a ° . . J • 2vil .f 7 'i.M i'.�'�"t,i wH r, ..,. ... ' ., : ..'."1a,. a ` /w, 3 21;ir . tt2?ItrISIrt try'!Vr,d '/ W ..4! ,M,t, � 4 0,14$1A. #10 ^ . L N City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 53: * * * * * * * * * * * * * * * * * ** PUBLIC WORKS * * * * * * * * * * * * * * * * * ** PRIOR TO PUBLIC WORKS FINAL SIGN -OFF APPLICANT z SHALL RECORD A STORM DRAINAGE MAINTENANCE AGREEMENT FOR A STORMCEPTOR 900 TO BE INSTALLED AT THE NORTH z END OF THE Lu PROPERTY UNDER IN THE HC PARKING STALL. 6 Jo 54: SINCE A RESTAURANT WILL BECOME A NEW BUILDING TENANT, THE APPLICANT SHALL SUBMIT A TRAFFIC IMPACT v 0 j ANALYSIS ADDRESSING w CITY OF TUKWILA TRAFFIC CONCURENCY ORDINANCE FOR PUBLIC WORKS REVIEW AND APPROVAL. Any traffic mitigation fees shall be paid ti the City prior to Certificate Of Occupancy. W 55: Prior fo final permit signoff applicant shall submit a record drawing reflecting all the design revisions to the site 5 i plan and utilities serving the building. A washington State registered professional engineer of record shall approve cn a the record drawing. AS -BUILT survey information provided on a record drawing shall be provided by a Professional Land w Surveyor currently licensed in the State of Washington, who certifies that that the as -built survey and revisions to Z the Record Drawings were performed under the surveyors direction. Information from sources such as the contractor's 0 red -lined drawings, for which the surveyor is not esponsible, shall be clearly noted /identified on the face of the Z F--. Record Drawings. the owner shall provide record drawing on Mylar (24' x 36 ") and in Auto CAd format on CD. Each g 0 drawing, except for the digital file, shall bear the engineer and surveyor stamps,signed and dated. v o r O **continued on next page ** v • 0 w N U = b '- Z 1 . '. Y i� f 9 i F ' li e'?6' r , 4 V � ti ` � ' 3k�l t '.P k'i1c�- t � doc: Conditions D02 -351 Printed: 05-20-2005 .. v _ :."..,..,.,.z.v...- .u......i... „ . ..............0 ,..._.s..a+....... L: t:..t,.wGa.....::r...,.r...+. ..: 7. .. ,D... L::.. v, ..:... lip.:.:r...titi::actii;rnlS.aatlt ". ., .. -... ,:.. , .:ila.l a4l .i;im.:.it,Jt3":t °s.sie•a.`r{ 2.ii'r:'.�.�t - -- . , City of Tukwila 8 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 z 1 . 4= W I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances 6 governing this work will be complied with, whether specified herein or not. UO The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws w w regulating construction or the perfor • I e of_wor -J H U) LL, 2 Signature: Date: c/ZU /v — ga u.. Print Name: ( rcle, De d r/ z O . W 1— uj 0 U O N O H WW 2 I~ V • O : w o ~ 5'; T. .. p a M1 � +.ti ,', f •'�K F �• 4 '`r�.AA �tt �r N � M'!• Sj �fiY; i doc: Conditions D02 -351 Printed: 05 -20 -2005 ., ..,:.�:,,; ,.: ., ..u. '.�• .. .,..... ,•, ..x.. ....,.n�..r.; _s:.q:eah:ia:rn... .. .. ,.. ...• xux.: n... a.> c °rn1Ylk�ilaaihti'wi8}t.,.Kii +`.?. M�tS��Y.*,. S. iiV�xY. k2ni: �a�4 ::.t,ir.i•1n�Cr.Tti "7�r4u... -, . .Cr :\ i PERMIT COORD COPY . , , , , , , , , , PLAN REVIEW /ROUTING SLIP i ACTIVITY NUMBER: D02 -351 DATE: 04 -29 -05 PROJECT NAME: SLEEP TRAIN z SITE ADDRESS: 235 STRANDER BOULEVARD z D �w Original Plan Submittal Response to Incomplete Letter # __ v o CO CI CO 111 _ Response to Correction Letter # _ X Revision # 4 after /fie permit is issued N w o DEPARTMENTS: 2 ft 51(0 - 0 /0 vt 5`(�-10 Kb 5'5`off g Bui ing D ion Cl Fire Prevention Planning ision u- �_ Pu is ork o h r _ 1,o S r Structural El Permit Coordinator x y ILI ? i-- DETERMINAT N OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05 -03 -05 w O Complete Incomplete ID Not Applicable El v o co Comments: O ■ Ili w I— U Permit Center Use Only u_ ~O INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: ijj co U = Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: H I O z TUES /THURS R TING: Please Route Structural Review Required ❑ No further Review Required ❑ , 4 ' REVIEWER'S INITIALS: DATE: • APPROVALS OR CORRECTIONS: DUE DATE: 05 -31 -05 . Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: ° ` li Permit Center Use Only , R CORRECTION LETTER MAILED: '.'; .;'..'�' ` Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ! i,',2,:.' i z fi ' PERMIT COORD COPY Documents/routing slip.doc � 2.28.02 .: 5 t ,,.% TA h 'ti. �.ti'� 5 .. ..,.���... ,:,:.tq �.,�. .r. �i. r:. y.;l.. .�s...�., t.�'..a., ..- 'r »lw�.i.•44.:<i ,.,. 'u"�N4k"N+:I.a:'v ,� ... ..... ... �� • ';,�jp�jjy';rjk}.' `�1:'tt1;2, &d'ii }t+iY�' .'i,i .2A�Jivti"rc'�bk lt'tidn. { i l r . I ,-4, 04ILA i ., City of Tukwila Steven M. Mullet, Mayor ' % f ' , . Department of Community Development Steve Lancaster, Director -d . - �, 4 V11 1 6300 Southcenter Boulevard, Suite #100 0 .41f/ � . - . 0 Tukwila, Washington 98188 Phone: 206 -431 -3670 10 ' • V Fax: 206 -431 -3665 , _ �.; )908 Web site: http : / /www.ci.tukwila.wa.us �I— W D JU 00 REV SUBMITTAL CO w 1 , , ..rr tL J Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through w 0 the mail, fax, etc. 2 �J u. Q � D `-' 7 e i /0 r Plan Check/Permit Number: 0 a 2 - 3 / w f— ❑ Response to Incomplete Letter # 1- O uj ❑ Response to Correction Letter # I [Revision # L i after Permit is Issued U N O— ❑ Revision requested by a City Building Inspector or Plans Examiner o H w S U Project Name: S 1 Pe r Ile‘ r i 4 I, ~O Project Address: 2..3 5 S1 ', dot/' &'tic/ , U N Conta Person: a ' t.d pt? ,., n , Phone Number: 0 0 0 S 'i , ti O I Summary of Revision: Z � ` % r n U ci..� L. ;, -f , k1..1 fjci Act, 'cAp 4.0 /k Luc 7 Ll Add S.-r1 e, i1 (.✓ic 1( a A (- 'ill •�-� f7 \ , l • ftICEIVED APR 2 9 2005 PERMIT CENTER ', . r:` . ... . Sheet Number (s): "Cloud" or highlight all areas of revision including date of revision S ` Received at the City of Tukwila Permit Center by .. L ) .' 'r y r Entered in Permits Plus on 4 / 2 ") , '"d 5- ;r, 4 f ,N( lapplicationsVforms- applications on line\revision submittal Y � } ti Created: 8 -13 -2004 Revised: ± , pr � cvmrr« s+ tn+ w. n.. w .o...t�r..�a«r+�z,y..vnr..: - ».- .�., ..,. ,.... ,.,,.. _ ........... ..� . - -, . - . .....,.,..,,+. y+ v.,, .:.m.w,>.vµ'.wxta�M000 irv, oeiis9N4tSR�kaok allingesuleMesit t , ._ - P Ai - 7 - & - i) ' City of Tukwila Me "i X 40 . A.4, - 1 kti u %,.. City of Tukwila /Doe � -� Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 17: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. Z 18: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. = z w 19: Any material spilled onto any street shall be cleaned up immediately. 6 v 0 20: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation N w off -site or into existing drainage facilities. w �w 21: The site shall have permanent erosion control measures in place as soon as possible after final grading has been w O completed and prior to the Final Inspection. J 22: Existing or new irrigation meter(s) shall have an approved backflow device. W D W a = 23: ** *FIRE DEPARTMENT CONDITIONS * ** w Z = H- 24: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following z 0 ? concerns: LLI � 25: Maintain fire extinguisher coverage throughout. 0 o� 26: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) = v E- H 27: Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors z shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of w an approved type. (UFC 1207.3) c) _. O ~ 28: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle Z is engaged from inside the tenant space. (UFC 1207.3) 29: Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) L 30: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #1901) 31: Local U.L. central station supervision is required. (City Ordinance #1901) 32: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 33: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler' systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk .. Insurers, Kemper or any other representative designated and /or recorgnized by the City of Tukwila, prior to submittal il �« to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance , tATAA . 4.-4_ #1901) 34: All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. (City Ordinance #1901) 4 35: All exterior components of sprinkler systems should be painted RED. This includes: Post indicator valves (PIV), outside stem and yoke (OSY), wall indicator valves (WIV), and Fire Department connection (FDC). (City Ordinance #1901) doc: Conditions D02 -351 Printed: 03 -10 -2005 '' r tYfm i \: .a,•,:,.; :r: ... ca:m,ae: ' tt.N' r "' han ° . , •■M'q .'xvc_nt' r,«r.. Ate :•vr•a'ra:;rS °, rah" �a:. anrmr.;• r* auzn; rv+ Tf" +d[_^.e59.F3'rt�:7xp;�"tYY;:avd, :.': `^ `'• ..}.' L'i r: su5. �'aM i1' f;G� t ')h!H.Y':� x xw ^rr;! ^•+ • r� vn > • Tr+Aiih"{4!� .� i zT _ . - .., c`f . 1 k . D ! City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 36: Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions . and under overhangs greater than four feet wide. (NFPA 13 -4- 5.5.3.1) z 37: All control, drain, and test connection valves shall be provided with permanently marked weather -proof metal or rigid w plastic identification signs. The signs shall be secured with corrosion - resistant wire, chain or other approved means. j N un. 39: The fire department connection (FDC) shall be equipped with a 5" Storz fitting(s). (UFC 1001.10) Lij 0 40: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance g Q #1900 and #1901) w a . _ 41: All new fire alarm systems or modifications to existing systems shall have the written approval of the Tukwila Fire Z H Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1900) (UFC ~ 1001.3) a ►— uj 42: Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and v 0 Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #1900) 0 N 0)— 43: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) • 0 . ~ H 44: Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to — U. 0 location on property, fire resistive requirements based on type of construction, draft stop partitions and roof tii N coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored o r- = or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 1111.1) I— 45: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. ; ■ 46: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of • such condition or violation. 47: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 48: The rooftop HVAC units must be painted the same color as the building to minimize visibility from higher elevations of the adjoining buildings. 49: Two bicycle parking spaces must be provided to meet the minimum parking requirements. : ag, , ,,,,743 50: A separate sign permit will be required if any changes are proposed in the future and the proposed sign shall meet all � . sign code requirements and shall be consistent with the architecture of the building. } • ,� 4, 1 , u , 2 . 51: Per letter dated 10 -13 -04 from Brad Decker, Cryan Development LLC, at the time of tenant improvement the proper Reduced ; e' Pressure Principle Assembly (RPPA) will be installed per the City of Tukwila requirements. Mitt v —j 52: As redlined on the plans, the path from the sidewalk to the entrance of the building shall be colored concrete. The s�x`' concrete surface adjining the handicap parking stalls shall be flush with the asphalt and in no case higher than 3/4" t * of the asphalt. .4m t t. rx doc: Conditions D02 -351 Printed: 03 -10 -2005 DO ;i fir ,..,i�_,,,,, , ..k9PoSiC�h'R�:. nRNS7., nA 4a++Jr•ai ,, •Y.. N+:4 , ,,,.Re;+'9". • i.w"' , — .. .. , ; 1 HM• ..,.r^.;v }'.,.-. . ,, ,•• lie•. ry -•,•, 7 , 01 , ui dkte! :S.�Y �t,'�'t,4`ikid?' j /.:.rA':r <i�.itii5,� +.:.,..n sue., r..s.c•F � d3u. �,asvw - �'S'Yl`: a'::?uS:lu• � , , ^ a.,ta,.t; i • 4i )1t. Q C of Tukwi 3 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 53: * * * * * * * * * * * * * * * * * ** PUBLIC WORKS * * * * * * * * * * * * * * * * * ** PRIOR TO PUBLIC WORKS FINAL SIGN -OFF APPLICANT Z SHALL RECORD A STORM DRAINAGE MAINTENANCE AGREEMENT FOR A STORMCEPTOR 900 TO BE INSTALLED AT THE NORTH END OF THE 'I— Z PROPERTY UNDER IN THE HC PARKING STALL. r4 g u6 JU 00 * *continued on next page ** N • J CO W ' WO i 2 � u. J N a H , Z H I— O Z I— . W > U 0 th. f .0 I,- W u j • H U W O , W Z 0 N , 0 • Z • • • • 1, ' ; .rte.]•.^•. N ,, Y �ttr..'}. :. Fx• y �19ba1 ' � doc: Conditions D02 -351 Printed: 03 -10- 2005;; .. .. +.s. ., r.:r.. .1.:.. }— ...x.,e .. ........, td A..Y'+ui sae .. .. ..,.. ......c.e.:.,:s: v: ur.; ;.,•, `^ i$ 1..:• 1iwni; aT•.,.. a4! a'atS::bu�es)`;= "l�Y.d!1;.,. {, _.ID/ >• r _.. - — _F '.f_. 4.,r {►. ., —\ + .~ y � "4 _� C itof Tukwila • ,... 'rue ' Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 ' z w I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances (X 2 governing this work will be complied with, whether specified herein or not. v o The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws ' co regulating construction or the,perfor-mance of . _ H co u.., Signature: D ate: 3/ 0 %_.S� g Q = W Print Name: t� rn Gcr�e 1- _ z�. m441 v Z o o w U • 0 O N O 1-- u1 uJ ( , z , i U u) , , I . z , ,: ,2 3 . 7 tip 1 . t; % ' . ;� . "' ∎.44`; ,, rgi...( n . ri 1/4 1 4 1 E" 7 �.�`�.r ' iliv, doc: Conditions 002 -351 Printed: 03 -10 -2005 +: 1 , t ' , € .. , S.r.l'.,. ... I. . t +.. _..ry .w. ..... v.4. +.r.t 'x vaY..4 ,rl r4. +tl+:V{.r... ,c. ..... c . bk+ Vif 3, Y. It... ia+ 4r: haiiC.:J:+.%�.�•�,r3,+.'- N. V:. tt v.4+m[SCri .fh�.i.�i1.M.r•.�L 'Iti:wav,�i*:, "(!, , .,. �, PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -351 DATE: 02 -10 -05 PROJECT NAME: SLEEP TRAIN z i a • SITE ADDRESS: 235 STRANDER BOULEVARD re w W U 1 Original Plan Submittal _Response to Incomplete Letter # v 0 ' 0, 0 w = I i_ Response to Correction Letter # X Revision # 3 after/laekwe permit is issuec u) u_ 0 DEPARTMENTS: 2 �� 3 •a - off Building Division ❑ Fire Prevention ❑ Pal r g r iislon f u.. a 1 Public Wor S tructural H W igr k;j, - ,� � � � � ❑ Permit Coordinator I } DETERMINA ON OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 02 -15 -05 W w U Complete Incomplete ❑ Not Applicable ❑ a N Comments: a E- I F- - ' j Permit Center Use Only LL F. ( INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: ui N U - Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: O Z TUES /THURS R TING: Please Route Structural Review Required ❑ No further Review Required ❑ l REVIEWER'S INMALS: DATE: , APPROVALS OR CORRECTIONS: DUE DATE: 03 -15 -05 Approved ❑ Approved with Conditions I Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: AK 1 'M '?i Permit Center Use Only , , , CORRECTION LETTER MAILED: ' ; Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ,`, , 4,1 MAY .,.,. ,„ Documents /routing slip.doc r. , , , 2 -28 -02 1717 [i `n. , :•':' : i.' i">'': 1 k)! ";;i:•Y+i`!:.Y! "i #.k: ,: rYi::'+ i' i. i ' :ASCi:h;N`d+f :ar.:.'ftnrta+z:.,n„ ., . ... . .. ...,» ,+,. . r.. m naKY :nmaw4+k'ftWllRSK'' >J'a:MAt.. A - .. 1 J ; ��III.A; w , , .. City of Tukwila Steven M. Mullet, Mayor o r �A Department of Community Development Steve Lancaster, Director — .' ci 6300 Southcenter Boulevard, Suite #100 , \Z.; = Tukwila, Washington 98188 ea Phone: 206- 431 -3670 1 "y 111 Phone: 206 - 431 -3665 Z • s Z site: http: / /www.ci.tukwila.wa.us iv— W jw Z .l Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through co LL the mail, fax, etc. w 0 2 Z og Date: � /O /OS Plan Check/Permit Number: DO '35/ " CO d W ❑ Response to Incomplete Letter # z f ❑ Response to Correction Letter # w O0 [1•r' Revision after Permit is Issued D 0 ❑ Revision requested by a City Building Inspector or Plans Examiner o W , Project Name: S /cri T�J i f V 1 u.. O 1 Project Address: c233 S frzw J ' 5 /vcf. z Contact Person: l3 rac( D e k.c 2.4o6-5i/S- ! Phone Number: ` t 9 V / v Summary of Revision: Par i-o / O eu /3ib1 its A i [rrov 8 A ri b y 8 I /Z7 /off z J i1.1s aahv‘t 0-c Siro .,-) cork,/- r'irk PO` L 1 G 7 .Py n d ,Zar.cis r^ cel ?v,4ii-. a.J cippr-o ve C by !31 R ) / 2 7/ i-f . ■ . 1 Pe — OpUer) a 1400 111P/44 �© � k'svi,, ,�' .,.. „ $ry 1:?' ' Sheet Number(s): C 9 "Cloud” or highlight all areas of revision including date of revision: ' , ; Received at the City of Tukwila Permit Center by S45 irikY, : N- .,,it , 1 �'0 Entered in Permits Plus on o�')� "' H �`� ?' Ott" ; \applications \forms - applications on Iinc\revision submittal � 4 ` 0 , Created: 8 -13 -2004 Revised: rY f t �IAW7¢7t1 _ . MN74YlM5. t# N4sw�xN... �-. ... u.....,..,. .. _...:,.r 000:0. «.rr t .......�.,. ........ � . ....,....,,_ � ...........:..... ...,........ u. a. ar ..wr: 1 , �• t. Cr- "C. 3/4/2005 14:09 Rinker Materials -> 2064313665 Page 2 of 3 io c i rkir Hy dro Conduit Division 800 N.E. Tenney Road, Suite 413 Vancouver, WA 98685 ATERIALS Telephone (503) 572 -9894 Facsimile (503) 296 -2023 Z pvantilburg@rinker.com H W re 2 6 . 0 0 • CO O March 4, 2005 w w J I- CO o g J Joanna Spencer w Q City of Tukwila Public Works = d 6200 Southcenter Boulevard E- _.. Tukwila, WA 98188 -2544 zF- t. 206- 431 -2440 I-- 0 f. 206 - 431 -3665 w 0 o Re: Sleep Train — Tukwila, WA 0 o~ , w w. { Dear Joanna, 0 Upon review of the above referenced project a Stormceptor 900 is recommended for this project iti Z based on the StormceptorTM Sizing Program. The units are sized for treating 90% TSS and 99% of U the annual flow. This would be an acceptable use for a Stormceptor STC 900. z F- Please contact me with any questions. • Regards, RE CEIVEr} Pvt via fax: 3/4/05 MAR O i ZOOS Peter Van Tilburg TV�C Rinker Materials, Area Manager. PUB t I KS • CC: Dave Dougherty, SDS Inc. via email:` Brad Decker, Seattle For Rent, via email i p o f Starmceptor= RE ,.� A D f • .. , . , „ 1 ...............,,w„.n . o.«»Mx... -' mww.'n c*1 mIW,*Mn .Y - ',iwuX ..4ja.tm.u:.u..r.:.: ti.4 •. I` ... .. .', ,. .1'.' :'... '.f..it:/.:Y,':...y.rl.:).`r," .1 .' ... ... .' w':k..'.' tfiufiLL,':.J' Miu. -, -- — �1 3/4/2005 14:09 Rinker Materials -> 2064313665 Page 3 of 3 ---, • Stormceptor TM Sizing Program United States Version 4.0.0 Project Details Project Sleep Train Project # Location Tukwila, WA Company SDS < Date 3/4/05 Contact Dave Dougherty ' Z re aq Selected Rainfall Station Particle Size Distribution W = JU UO State Washington Diam. (um) Percent ( %) Spec. Gravity W Name SEATTLE TACOMA INTL AP I # 7473 20 20 1.30 J !-- Elev. (ft) 400 60 20 1.80 N L atitude N 47 deg 27 min W Longitude W 122 deg 18 min 150 20 2.20 2 ' 400 20 2.65 g J Site Parameters 2000 20 2.65 U d = Total Area (ac) 0.87 I- _ Imperviousness ( %) 97 Z I- Impervious Area (ac) .84 Z O ILI W j D U Stormceptor Sizing Table OQ - Stormceptor Model % Runoff Treated % TSS Removal . W ill I- STC 450 90 84 LL I- _ Z STC 900 99 90 tj,j U U STC 1200 99 90 H STC 1800 99 90 0 STC 2400 100 93 STC 3600 100 93 STC 4800 100 95 STC 6000 100 95 RECEIVED k . STC 7200 100 96 1/ s O ` M ��� STC 11000 100 97 STC 13000 100 97 1 ■ • - t.ci - - Tp I 1 3/4/2005 14:09 Rinker Materials -> 2064313665 Page 1 of 3 a • 119 I I " MATERIALS'm • W co O • UJ To: From: Van Tilburg, Peter -' i— N u_ w 0 J Fax no: +12064313665 Fax no: t - ,R, Phone no: u1 Z I . Pages: 3 Z j � Date: Friday, March 04, 2005 at 2:07 PM 2 O; Subject: efax ATTN: JOANNA SPENCER w/ City of Tukwila O N ▪ u I- U Ll- ~O WZ - • I O ~ . z { RECEIVED MAR 0 4 2005 TUKWILA PUBLIC WORKS t4`� £` 2 NOTICE: Priviledged/Confidential information may be contained in this message. This information is intended soley for the exclusive possession and use of the addressee(s). If you are not the intended recipient, you are hereby notified that the T ,.r ; ,,,. Y . 1 ,� t r��.;.4 possession, disclosure, copying, distribution or the taking of any action in reliance on the contents of this information is unauthorized and strictly prohibited. If you have received this transmission in error, please immediately notify us by telephone to , r„ arrange for the return or destruction of this transmission. Rinker Materials 1501 Belvedere Road I West Palm Beach, FL 33406 I Telephone (561) 833-5555 �'. • ......rn.L . .:. ... ......... ... .. , W++/rawwew R v Ff 4 M , WhY:p.y ..........0 a .v„+1Y+ yf 1:. 'aLWdri:uY LI-� +•. 'S.:alutri •.• .. •. � . : c: j ci tyofTukwi1a Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS FarF a ,WOE � - I 1 z ! Parcel No.: 2623049102 Permit Number: D02-351 z Address: 235 STRANDER BL TUKW Status: ISSUED re 2 Suite No: Applied Date: 11/21/2002 Tenant: SLEEP TRAIN Issue Date: 01/29/2004 -1 0 CO o CO ILJ LLI 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 1- uj 0 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 2 3: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical U- work will be inspected by that agency (206- 835 - 1111). _ = ua 4: All mechanical work shall be under separate permit issued by the City of Tukwila. z H 1— O 5: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any w W construction. These documents are to be maintained and available until final inspection approval is granted. ? o U co 6: All structural concrete shall be special inspected (UBC - Sec. 306(a)1). 0 D i- 7: The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to the best of the inspector's knowledge, in conformance with approved plans and specifications and the applicable u_ workmanship provisions of the UBC. w U L 8: Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 9: Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 10: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection ; purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. t 11: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 12: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 13: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. ,, 7.0 A, 14: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any c ; � k , other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this � code shall be valid. ;4' , 15: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building ? Inspector. �►` k ' • i f k yY 16: ** *PUBLIC WORKS DEPARTMENT CONDITIONS*** '' - 111 doc: Conditions D02 -351 Printed: 10 -26 -2004 M, ,,,.�. ``.,�,: Ew " itte4Ot r G'N,X'tPll4ltfkPMrVlifr"It4tom' YS1RWMVS ... ...... .......vw..n.we..n vmv.•. wer 1 r 1 J' CityofTukwi1a Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 17: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. Z 18: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. :H z • w 19: Any material spilled onto any street shall be cleaned up immediately. v O 0 20: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation co w off -site or into existing drainage facilities. c 21: The site shall have permanent erosion control measures in place as soon as possible after final grading has been w 0 completed and prior to the Final Inspection. J irrigation meter(s) shall have an approved backflow device. c 22: Existing or new irri 9 () pp N 23: ** *FIRE DEPARTMENT CONDITIONS * ** Z = 24: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following w O f concerns: • w 25: Maintain fire extinguisher coverage throughout. U 0 N O I- 26: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) = v • • F- 27: Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors - 0 shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of w co an approved type. (UFC 1207.3) v = O H 28: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle Z is engaged from inside the tenant space. (UFC 1207.3) 29: Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) 30: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #1901) 31: Local U.L. central station supervision is required. (City Ordinance #1901) 32: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 33: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler tH systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recorgnized by the City of Tukwila, prior to submittal or d , ti to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1901) #''` 34: All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems . shall be electrically supervised. (City Ordinance #1901 Y p ( tY ) 35: All exterior components of sprinkler systems should be painted RED. This includes: Post indicator valves (PIV), outside ri fi ��Y stem and yoke (OSY), wall indicator valves (WIV), and Fire Department connection (FDC). (City Ordinance #1901) { . , doc: Conditions D02 -351 Printed: 10- 26- 2004x-417 .. ,. r r .,. :. :ro: , ,. t . , .... %.vn, .'w..ar:+.a� As,.,1,5:,,�., ,.a,;. .d .rw .',a >. ii h'a "{Y ,at.�e!,+s .: , v,+ « +r . Runs «rm5rrx >7'rrrtx:„r•:r hca,rrw;nYi7C} i)niFhfi4'+ .. r '.C/ 1 PCe. al! . e ti . .! CityofTukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 36: Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13- 4- 5.5.3.1) z 37: All control, drain, and test connection valves shall be provided with permanently marked weather -proof metal or rigid w plastic identification signs. The signs shall be secured with corrosion - resistant wire, chain or other approved means. et (NFPA 13- 2 -7.3) J U UO 0 38: Calculated sprinkler systems shall be designed with a 10 PSI cushion for low reservior conditions. (City Ordinance w w #1901) J N 39: The fire department connection (FDC) shall be equipped with a 5" Storz fitting(s). (UFC 1001.10) w 0 40: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance J #1900 and #1901) c 41: All new fire alarm systems or modifications to existing systems shall have the written approval of the Tukwila Fire Z H Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1900) (UFC H O 1001.3) w I- w 42: Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and v o Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #1900) 0 2 off 43: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) = v H 44: Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof LLi N coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored U — , or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 1111.1) 0 I — 45: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 46: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of t such condition or violation. 47: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 48: The rooftop HVAC units must be painted the same color as the building to minimize visibility from higher elevations of the adjoining buildings. 49: Two bicycle parking spaces must be provided to meet the minimum parking requirements. hW 50: A separate sign permit will be required if any changes are proposed in the future and the proposed sign shall meet all . sign code requirements and shall be consistent with the architecture of the building. ' 51: Per letter dated 10 -13 -04 from Brad Decker, Cryan Development LLC, at the time of tenant improvement the proper Reduced Pressure Principle Assembly (RPPA) will be installed per the City of Tukwila requirements. * *continued on next page * * `';f doc: Conditions D02 -351 Printed: 10 -26 -2004 .iLtr d t, ' ti= '.t • r .r:: ^ f,:i 3r�}:rt }+iN:fY?aHVt 7A bk�: �' .t f 1:,.x +. 4.:s c'! '.4 .." ,. .*r .4.'1• w vu, i.,. ... o.. ,... n .ii ,yyi .Av " .s1 4.,, ,ASs tTIMV'YM1 ... STY t.. P*11. r f s. x Q Department of Community Development 1 6300 Southcenter BL, Suite 100 I Tukwila, WA 98188 I (206) 431 -3670 Z Z Ihereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances 6 governing this work will be complied with, whether specified herein or not. v O The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws w = regulating construction or the performa ce of , . . Signature: Date: /0 /Z4/ V LL j or2aS (A Print Name: / a-Are,/ Z _F- O Z w uj D C3 U N' O 1— W uj U O Z . O u) H= O F— Z j 1 1 ��� `°5'2 'rTYr 1 1. tali p X 61! 1 " F doc: Conditions D02 -351 Printed: 10-26-2004 c";tr„ ..t:. , >are,:.n,rkM.r.r.+ •.r. a ... fY+ phLirtAAeBi 'a+l &d�.443YNaryS i';axr Cdr 1 - , - -- . V. l./ '` AUG 11 '04 03 :25PM TUKWILA DCD /PW P.2 /2 • .s 4 City of Tukwila • 0 i . � I . ' ' Department of Community Development - Permit Center �~ f. s., ; '% 19 1 6300 Southcenter Blvd, Suite 100 RECEIVED ` D i') /' Tukwila, WA 98188 � ..... ''''. %:: (206)431-3670 . ., , AUG 1 2 2004 TUKWILA z ? PUBLIC WO - S . _ 1 A'r 1 r . N r �' I r ,r �Irh F � ! �F ".� a S u � •\ d am , 1!P 1.1 D r t I ,. I r "r '�,r y 1 r i t rt rhµ�� :u `'a `- gyp ^( �� W i Z 1 ' �1 , . .S ,,, � ' . lt III U `d E fl 0 ; � , 1 7 D • , d N .. ! ,• ∎• 1 1 , t ' � • r r + , 1 • , ,,, w:^ ~ v ..., h I j i, '.,' , ' 1 re, 'v- • • •.'442 ' '� f li lt -, 1 . , I 7•• t.i. • ., : 1' 'Lt:i:. "� :, y ' . �. ?',..) 1 ce , QQ D ` J U Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted U 0 through the mail, fax, etc. u) W J • Date: 8 ll / U f- . j O a 35 ( Plan Check/Permit Number: 11 ,0 2 ❑ Response to Incomplete Letter # RECEIVED g Q f ' ITv OF TI IKWII A , 0 ❑ Response to Correction Letter # 0 �, W IX Revision #, a after Permit is Issued °„ f'q . AUG tiUG 1 2004 Z i ❑ Revision requested by a City Building Insp cf r or Examiner �''' PERMIT CENTER z O O - ".`..` WW Project Name: f D T ,.l,n 0 w • �+ Project Address: 1;35 ,Strand � I v off W W ( Contact Person: 13,c, F ( D c ,/ ' 0 (q ,, sd,u P �/d Phone Number: C2oc.)s115� - `i94 y pe a ace) Z.3‘,- Z3/ y LL- C Summary of Revision; Pr, L),, ft S - e wcJ , L- c'n s (• 0) s,-xi, Pee A Z 'f, He Gt. 4(c(. i, on . W N U = �f O ~ 0 Cori f ed 4-v ilc� o Ex,, } 49 !o 3c', er Z a etc( e y' o f • P s c �s 35 ' .5/6.1 . c 1 e `7 t,U� -s /- , 1 4-x so 1 r � 3) Add `-xs o De tee C'o, a:14.y 6 ' o f _Pik_ 1 ( he , cid / ra 7•� S cps ,N' i'i'iUM a.0 C t J . / ,,td y.5 ° Dt'• rr■ - J .-ip •h ,N ctel c( 3' d- Pt' scl, ci.., 38 5/o „' rY11,1/,rIVM a () °1,„,.. 4 c6( , y..5 D 1 (4 5 &t. f Po.- hL) -rrl Aecm.. Co eine h:.,, b) ys Deg ree f0/1 w /f S P 7 (, r' IA ' no /4e.' KS D'y 'L . 'i 11 • '!','t,.' l-• • • '/. - h. S 1 r 4, , • .,- 7 ` qe. U :J •1-. w � O rr 'ml his ` Sheet Number(s): '' °t .. s ' • "Cloud" or highlight all areas of revision including dale of revision 1,t • Received at the City of Tukwila Permit Center by 4/9" v ■ , I�J( / Entered in Permits Plus on 06 01-1 Pit; r4. .41,. 08/06/03 • 1, , , ;, A ' i � , ; q` , t, t 1;�' ..,....r..,, ..,, .. ..::I::v,. ,. , c._.u...�..r u; . wrmmw..uvw rHst�_,,,,,,,e e. .... .w' .... e.. w.,..., ...»_........w,.,......,..,._,. .... ., ..... .. . .....................•••• ,....M,.•'•••n ,.."., nv.nr �cr ?44 g.... :.a�'"M.'y *fl 1 r . . _ :�.- __ . � � - - - - - r , 1s . -. _ - _,....._ c. - . . . C f ti4 °Ill , 5 J : • E E . 1.1111111 e I 1:7;1 2 C:) ' 0 z i !; JI cra ‘., u i •i-i i i t ,.. _ .. , i r _ . NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN v ' : `"= THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 11DI , ■ _ — r - . -a., 1 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -351 DATE: 10 -14 -04 PROJECT NAME: SLEEP TRAIN z SITE ADDRESS: 235 STRANDER BOULEVARD ~ z i JU Original Plan Submittal X Response to Incomplete Letter # U o ( o cow X Response to Correction Letter # 2 TO X Revision #_Z_ � 1 afte J permit is issued W ik uj 0 DEPARTMENTS: Building Division ❑ Fire Prevention ❑ Planning Division ❑ H W Public Work Structural ❑ Permit Coordinator ? H ls Y w w DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10 -19 -04 v o 0 c n . i Complete Incomplete ❑ Not Applicable ❑ o F . • . • Comments: ,= v LL H- O Permit Center Use Only ti.i Z to U INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: O I Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Z TUES /THURS RO ING: 1 Please Route [S tructural Review Required ❑ No further Review Required ❑ • REVIEWER'S INITIALS: DATE: . 1 APPROVALS OR CORRECTIONS: DUE DATE: 11 -16 -04 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ r Notation: a• ,. REVIEWERS INITIA S: AT , , {•y��ypy• i' v R 1 . Permit Center Use Only ` kf. 4 . CORRECTION LETTER MAILED: : 011 Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: :.. rt'•r, "SS , `. F V, . ; PS: ,,•.} Documents /routing stip.doc p ^a }rg fix. 2-28.02 s " ' t: ` ... i ,, . : F k .i Ji,:l:i., .. t, .- ;.. N •?):. ei.: r., J .,«', c: ir:.:,..... u..• 0Q: r,+, 4od., r:. r;,.. cit ..lv >.ar:Jtwa,:bn4J r.c ... .......,... , ,..„:a,ii fk %1t.7.fi 1:.#ir'+is;. as.i� , t:tl i , - - 't . :r - � . r { w City of Tukwila Steven M. Mullet, Mayor 4.1 -4ewr \ y - Department of Community Development Steve Lancaster, Director 490'4 19 6300 Southcenter Boulevard, Suite 11100 ;i?,:. g O Tukwila, Washington 98188 �•� = Phone: 206-431-3670 . ..... 908 * Fax: 206 - 431 -3665 Z - Web site: http: / /www.ci.tukwila.wa.us = • 1 r4 ~W _1U REVISION SUBMITTAL . o o W Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through N '— the mail, fax, etc. w 0 Date: I O I L i — O P lan ChecWPermit Number: •Y 'Z ( U = a ❑ = Response to Incomplete Letter # ~ w z Response to Correction Letter # 2 4,2 ge.,,, / Z O ww ❑ Revision # after Permit is Issued 2 D D o ❑ Revision requested by a City Building Inspector or Plans Examiner 0 D - o Project Name: ,j L EP E4#- -t N •= v • Project Address: .2 3.5" StriNtiDele 8 G(Jo -1. z Contact Person: BRAD -�'� �� Phone Number: ( ) 5 S 1 � ? v Summary of Revision: f' con kPid x.91, Cl' - �� �LP ' d z /- 39 CUSS Goi ccp4b� /4 o S '.ri 1/ 6Z //14.- g ' ' 6,eppe (0, col ) ci lee 5'- 642.R c,,1l R I yo ru 7LK OCT f 4 et PER MIT Sheet Number(s): , .r u "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: "l'actit IOUL... S • Entered in Permits Plus on , .4i . \applications \forms - applications on line\revision submittal. , Created: 8 -13 -2004 . . Revised: , , ,—, . ;` - - - - , GUO3404 OCT -13 -04 1:00PM; PAGE 1/1 . t -1 ° ':, CRYAN DEVELOPMENT LIMITED LIABILITY COMPANY :• ' NOTE: Joanna, z O H W are planning on submitting Tenant Improvement plans for the subject Z } property. At that time we will be doing plumbing and will submit for and install the proper Reduced Pressure Principle Assemble per the City of Tukwila's requirements. V We will also submit for the King County Non- Residential Sewer Use Certificate with the number of new bathrooms we are adding. If you have any questions please call me at 206 -545 -4964. V V • • Thy CORREC ION LTR# TO Brad Decker V lifli { 1 ; Lie v 10IVIN 1W i : ,,,,,,,.),,,,,,, 1/4..„,„,,,,,,,,, k Number of Pagcs: (Including this Transmittal) ti '' w� s ':'� . If you do not receive all the pages of this fax, please call 206-545-4964 x ;�€.tl i}4. Ilijt DO2—' :i ' 1 ,0 . ..wrrikk.avAr,W 4'd , - e- . cr \1 :` 1 — vJ ILA J ; 4�t : O ; City of Tukwila Steven M. Mullet, Mayor a Oise ∎ 4 —+ ; a 0 b !,: ' _ ; Department of Community Development Steve Lancaster, Director ............. 90s Z �Z + October 5, 2004 , w r 6 D Mr. Brad Decker, Manager v p Cryan Development, LLC CO o 117 East Louisa Street, #230 w = Seattle, Washington 98102 N u. w RE: CORRECTION LETTER #2 to REVISION #1 2 € Development Permit Application Number D02 -351 g Q Sleep Train — 235 Strander Boulevard to d ' = Dear Brad: z H This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. w O w All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, the Building, Planning and Fire Departments 0 O— have no comments. a 1- = w .. . Public Works Department: David McPherson, at (206) 431 -2448, if you have any questions regarding I- H the attached memo. Z W Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or rz _ . other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other Z ~ documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have • enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through 1 ' the mail or by a messeneer service. S If you have any questions, please contact me at (206) 433 -7165. Sincerely, . .... • 4.), Stefania Spencer , i ` Permit Technician : Ll, s encl 4 m , xc: File No. D02-351 ' "' "t� .''j;11V 4 " F '', 0 4 . 0 44 4 if(e V A '� v YS����: ^ ,, d q. S§ 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 -431 -3065 `:.; rj .,. f ...h•.na:.i. .. ,..... ...,1,.,�::t:::.-. - w... e.. .«n ................ ._, » .,.......-_._..,....._....,.«.....,...,....,...,,.,....,. , . , ... w.. r. c. 5rwi ;f+xw Z 4., • CITY OF TUKWILA y PUBLIC WORKS DEPARTMENT a REVIEW COMMENTS z a w . DATE: September 29, 2004 J UO N ° : PROJECT: Sleep Train w = I ~ PERMIT NO: D02 -351 J PLAN REVIEWER: Contact David McPherson at (206) 431 -2448, if you n a . have any questions regarding the following comments. _ o 1. Provide cross - connection plan and information, as requested. z 11.1 w 2. See letter from Joanna Spencer, Development Engineer, Public Works • Depaitment, dated August 6, 2004 — enclosed. o . . w . I- • i 11.. O 111 0 N 1 . - 1, Z t k . • j :: 1 ;, , . , " - ;y ., ;mo • y n,t 3 u:• • . .. .. . :s —:.o. nw..n .. r.� .. .. .. .......- . _...... „ »...,..N. ...............,... , N .: ,�wown...ann4,ttl:�tnt3tw'*1't, ?A'Ar. � , ■ . ,I"" �'� • w e \ PERMIT COORD COPY ' PLAN REVIEW /ROUTING SLIP t. ACTIVITY NUMBER: D02 -351 DATE: 09 -22 -04 PROJECT NAME: SLEEP TRAIN z SITE ADDRESS: 235 STRANDER BOULEVARD z �� Origi Plan Submittal Response to Incomplete Letter # _1 0 to ❑ J F = 1 f - X Response to Correction Letter # 1 TO X Revision # after / permit is issued N w w o DEPARTMENTS: 5 Gj -1 pb . 4- 14! i o -r-- -e �- Buil *Diva ion Fire Prevention El ning Divis = C/ Public W Structural ❑ Permit Coordinator ❑ w I— H if 1-044 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 09-23-04 Ill • uj D Permit Center Use Only ili Z N INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: 2 = O ~ Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Z TUES /THURS RO NG: 1 Please Route 14 Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: I APPROVALS OR CORRECTIONS: DUE DATE: 10 -21 -04 • Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: 3 Y ; �L� REVIEWER'S INITIALS: DATE: �x Permit Center Use Only ���� CORRECTION LETTER MAILED: /-0.3 Y , , EPr • Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW al . Staff Initials: l' 1 4,07 4t: PERMIT COORD COPY 11 . Documents/routing slip.doc 2 -28 -02 �} v.. x;,.. .._�.._�..,:,<.:,, .,a._ - � ,. - ...a...,, • .,a .c . «,, ' M u,. NM v- ec+n«+<s .' 4r m « .a,« t,., *.,., nt,n.i a Mktr. gory !,ftE+:9tiv.�f1*'i:`cfrtt*i7vua! i`Y.w'H1'?NA 3.. {: "'L+ {t1C!tR'/,{!- �t!?F"{ 5 + ,*'�!l k+ ` '^,`�S I -- . - . • : , r r ,-(wA1.,4, w ., City of Tukwila Steven M. Mullet, Mayor o�/ ';Z Department of Community Development Steve Lancaster, Director v j; 1 6300 Southcenter Boulevard, Suite #100 N 1, � `. J_ Tukwila, Washington 98188 • / Phone: 206-431-3670 1 , 1 Fax: 206 - 431 -3665 Z Web site: http : / /www.ci.tuhwila.wa.us . _ 1- ~ W CG 2 ' I REVISION SUBMITTAL I N o J � Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through CO w the mail, fax, etc. w 0 Date: V 2 W/O Z— Plan Check�ermit Number. D0 Z — 3S L co y d ❑ Response to Incomplete Letter # Z H ® Response to Correction Letter # c If z 0 El Revision # after Permit is Issued ? Q ❑ Revision requested by a City Building Inspector or Plans Examiner 0 c 0 1— w Project Name: G 7 3 S S+ , n cip r Q )vc f. i v 1 � LL � . Project Address: G 35 5) - x0. "re 6/vcl� Z Contact Person: 6 r4 ce Dr c /r Phone Number: (2-06()._5 Y () Summary of Revision: z ' z � 0 l_.. r.� 1 1t/1 ,,%tc, f tic. (iva ,-c:�) PPQk (: ) Lo(plc Sc. o�, U (c ,i , fLz.V• 1 : W Y4, , � ; , Im.•mm.m••m••i•.•i.mi•••Ii•m' C,'2A,—,.:', " 4j• Sheet Number(s): ;� %,„ , "Cloud" or highlight all areas of revision including date of revision V iti Received at the City of Tukwila Permit Center by: ( ,d/� ; vt Entered in Permits Plus on /V/ ""/�-r��,,j�((I . t ' \applications \forms - applications on line\revision submittal a A Created: 8 -13 -2004 ' '' :' '�# Revised: ' Oft . �, ��i� i � i� . , . �t0.cT� .- '.eidlAw'y.L �. al i. , :: whinu. ' ,7.• . . �..._, ......... _._.w . ............ ... .... ,. . Revised: , } ...h. £ +su:3T� S:. s: �. � �' I�Rm1�Af1P" �M� +•.vaa•�T .. . , . .. ... ..... , ruvh�nf:.,wm,uer.ev,�r,�vnn.,. ,_ 1 I v41LA I 4 7 City of Tukwila —J I 4vgr" , , Steven M. Mullet, Mayor r : WN d ifr∎ : 2 = Department of Community Development Steve Lancaster, Director •908 Z September 22, 2004 z oC Mr. Brad Decker, Manager 6 v Cryan Development, LLC c.) O 117 East Louisa Street - #230 co Q Seattle, Washington 98102 J w j RE: CORRECTION LETTER #1 to REVISION #1 2 ( Development Permit Application Number D02 -351 LL Q Sleep Train — 235 Strander Boulevard co d i w Dear Brad: ? This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. w w All correction requests from each department must be addressed at the same time and reflected on your drawings. I 2 p } have enclosed comments from the Public Works and Planning Departments. At this time, the Building and Fire p w Departments have no comments. 0 • F — - LL. Public Works Department: Joanna Spencer, at (206) 431 -2440, if you have any — Z questions regarding the attached memo. v cn O /- Planning Department: Minnie Dhaliwal, at (206) 431 -3685, if you have any Z questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. • In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted throueh the mail or by a messenjer service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, iy '' Stefania Spencer <� Permit Technician encl vow xc: File No. D02- 351`' } 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431.3670 • Fax: 206 - 431 -3665 Y t'; , Ih }w. .t1.6V1M'tln' fJL ' K5X6ShYPM'NYV►PU,c.3 w.^f i:'+vCeffuryn.vN • ' .... , .: , •, e . .. .f .' . - i - . � Y PLANNING DIVISION COMMENTS Z w cc 6 c.) DATE: September 20, 2004 o APPLICANT: Brad Decker W= RE: D02 -351 ADDRESS: 235 Strander Boulevard w o ' 2 u_ a Please review the following comments listed below and submit your revisions c.2 a accordingly. If you have any questions on the requested revision, Minnie Dhaliwal I- w is the planner assigned to the file and can be reached at 206 - 431 -3685. z F w w Please submit a revised site plan that was approved by the Board of Architectural n o Review. Also, revise the elevation to show the peak element instead of the arch : element at the roofline. Further the approved landscape plan must be submitted as w w part of the building permit application. '_ ci: ui z o 0 ~ z K �z f • - v. � PUBLIC WORKS DEPARTMENT COMMENTS DATE: August 26, 2004 PROJECT: Sleep Train Tenant Improvement (Revision #1) , PERMIT NO: D02 -351 z PLAN REVIEW:. Contact Joanna Spencer at (206)431 -2440 if you have any questions regarding H w the following comments. rG 2 . There requirements were triggered by the sanitary sewer main extension. v o to cn III I 1) In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works has implemented a cross - connection control program to protect the public N LL 0 water system from contamination via cross - connection. The program requires elimination or control 2 of any cross - connection between the distribution system and a consumer's water system by the - installation of an approved backflow device. Since this project includes alterations to the existing t ' - plumbing system, the entire plumbing system must be brought up to the current standards as set = d forth in the Uniform Plumbing Code including installation of an approved backflow prevention on Z H the fire line, irrigation line and the water supply to the building. The City has determined that there O are deficiencies on the domestic water supply line and irrigation system. w w a) Domestic Water v co A Reduced Pressure Principle Assembly (RPPA), previously called a Reduced Pressure o F- Backflow Assembly (RPBA), shall be installed immediately downstream of the permanent water w w meter. Location at another location requires the Public Works Director's approval. The RPPA t- H shall be installed in a Hot Box or equal freeze protection enclosure anchored to a concrete pad. -LL-' z A power supply shall be provided for the Hot Box. w U N b) Irrigation Line Z Public Works records show that the irrigation detector check valve assembly is not current on the backflow test report. Please have the device tested and submit the test results to Public Works ASAP. r You may also consider installing an irrigation deduct meter that will save you sewer bill charges since irrigation water usage will be deducted from your sewer bill. The deduct meter shall read in cubic feet and shall have an ECR -WP register that is compatible to the Invensys automatic reading system. Install deduct meter for landscape irrigation next to the permanent water meter or within six feet of the permanent meter when located in a landscaped area. In order to connect the deduct meter to the permanent meter reading system, connect the two boxes using PVC conduit. On August 25, 2004, a separate letter was mailed to the building owner, FANA Corporation, 120:..11 addressing these issues. The Public Works Director will withhold issuance of this Tenant Improvement ,• Revision #1 until the Permit Center receives plans for domestic water backflow installation and modifications to the irrigation system or a bond for 150% of the design and installation cost of subject; .s backflow device together with a letter stating the installation by a certain date. ; 4 T A 2) Please submit a King County Non - Residential Sewer Use Certification form if you are adding any new plumbing fixtures inside the building. j "` `, (P:Laurie Admin/Joanna /Comments D02 -351 Revision 1) Y+. .„ , .r..-:'' +; i . , ..:., f. F�at+:.rt. O(A) .? h "` - I .dn. mh ' gs» . x t., •c47odoot ` 4d:Ati; gm'4.•.r r a.w&m iP ix. ror rfii ,,+1;N"?d !W: f- t i- '!CE:X t�1pF!t 9i.P.VVr,'+: ,. -, - .- _ - t (nrx i^') PLAN RB/I BN/ RO U TI N G SU P ACTI VITY NUMBER D02 -351 DATE 08/12/04 PRO.ECT NAME Seep Trai n t-z SITEADDRESS< 235 Strander Blvd Ce Original Plan Submittal _� ^ Response to Incomplete Letter # o p + N 0 Response to Correction Letter # X Revision # 2 After Permit Is Issued J 1 j DEPARTMENT& ,JCA 2 - Building Division n gy 1 LI Fire Prevention n Planning Division ❑ . a Public Works �i} S`� Structural El Permit Coordinator l z t- O z t- ill DETERMINATION OFCOMPLETBNESS (Tues., Thurs.) DUE DATE 08/17/04 2 o U 0 92 Complete n Incomplete n Not Applicable n o, ww Comments 1- v i -Z iw co Permit Center Use Only H t- INCOMPLETE LETTER MAIL: LETTER OF ESSMAILED: Z ® Departments determined incomplete: Bldg ❑ Are ❑ Ping ❑ IAN ❑ Saff Initials TUESTHURSROUTING: k. Please Route I i Structural Review Required ❑ No further Review Required n ti REVIEWERS INITIALS DATE APPROVALS OR CO RRECTI O N S DUE DATE 09/14/04 ' Approved 111 Approved with Conditions❑ Not Approved (attach comments) Al*: . ` Notation: i s ' i1 . . REVIEWERS INITIALS DATE � � N 1 * A ' Permit Center Use Only ; -:.1; CORRECTION LETTER MAILED: i n' Departments issued corrections Bldg ❑ Are ❑ Ping ❑ PW ❑ Safi Initials Or . `�' , rf 0ocumenta'routing dip.doc � ' ' {itsT } 228 -02 s ,�:, x�f4 .�0• s i:rga 1.:; ,. .. ,. i.,. 0 .'ti °0iilk.'1.<.f ......:fd .a _ ,.. L 1 ' tltr i'W?Cr2k: ',1tr,r^Y' ' �rth'rxiu�kr! w }� 3 1I�5N /yFw4e�.lnr .[�t�wrr w.w. 0f i — T - ., .., ■ r: " PERMIT COORD COP 1 ' PLAN REVIEW /ROUTING SLIP , ACTIVITY NUMBER: D02 -351 DATE: 07 -01 -04 PROJECT NAME: SLEEP TRAIN Z SITE ADDRESS: Z R SS. 235 STRANDER BOULEVARD w Original Plan Submittal Response to Incomplete Letter # o N to ill Response to Correction Letter # = Revision # 1 after /before permit is issued CO LL wo 2 DEPARTMENTS: 1 5 ke - ,/,, Alitki 1-15 1144) davd 4-10-6 LL.< Buildi Division DO Fire Prevention El Planning Division © = cl Public Work ��ZS tructural I- _ 4J(( D ❑ Permit Coordinator Z 1— O Z F— DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 07 -06 -04 ? o Complete [1 Incomplete El Not Applicable ❑ o CO Comments: w 'I w II 0 Permit Center Use Only .. Z u INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: U = ~ 1-- Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Z TUES /THURS RO TING: [ Structural Review Required t Please Route q ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: , { APPROVALS OR CORRECTIONS: DUE DATE: 08 -03 -04 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: ' REVIEWER'S INITIALS: DATE: ` '�` ' ..::,,,..,,,$ v Permit Center Use Only l 4- CORRECTION LETTER MAILED: 7-'22-04/ cy,� -, U4 t i r Departments issued corrections: Bldg ❑ Fire ❑ Ping PW ix Staff Initials: • „, > 14-40 PERMIT COORD COPY ' j, . Documents/routing sllp.da ,,. 2 -28.02 ``' -_ ” :.. ,- ., A 7 ' , x ',i. •t . r. . h_, t .. < +... _u•. &. '._A,. .Wl"" h . ..R.. u u. •,.1t,>.14.., "Mi 4.4id .. 0 '` F 'd" ,,,•• ..... .. ... ........... »b+ .s At.t 11 :i.A I:rc S Zan . 1.. ..,04.. 4 , : ,f0,+51,' 07 :. L'k41i(.: •. ;, 4,1, -- Sheet Number(s): : l* k "Cloud" or highlight all areas of revision including dale of revision Received at the City of Tukwila Permit Center by: h a gr Entered in Permits Plus on (/?/ x i 1 ' 08/06/03 , 44' I to �, '. . ,. ,. : ;,u , .r'," . ?'. ;k., •, i., ,!, 5;,k' ' t• Nes`:i' t± vd1MY7 'R:1'r^3',.4itlowe.w.. ... -. , • , •o.rnuth. £aK14 ?1, ikitiN cY, dS4Ss<tOaWet9af,GK+UYrYhXRP:}; tY' SRBK %W:tWl4+,'S;A;.i. - - - .- `L�/ _ - 1 � ��:wgs' City of Tukwila o/ y i '' Department of Community Development - Permit Center i ( 6300 Southcenter Blvd, Suite 100 ` f2 .. Tukwila, WA 98188 ', •" ••'•••• ..•••''.* : (206)431 -3670 ' 1908 -- Z �j *�� ;ar- ' S':R�:.k;�i:�:h:; ropy' �� �•^.,:: �'. f.; �. S. r 'ti�':v `y,'.;;.'3';'' °:;;(..sf.« �.�. _ _4,.. .,e ^� :E:r ^ ^ .•E�. MINI t Q � � a w ��,,,}}� � � �.. � = r , � a y � '� . . r i - • «��i;� �Fkt �� -�, }�.. i l��i ^. �:; r � �fi° Z '' 44 '� T} i'�,y r'i t +:� hn� �e ''. ak * ,• v . , . t , �a�t p , � . r�^ >y a P f�4 y 5y} r x '�i.-,� � J t �' gT " y 7a 5 �/ w :i'"r,�r tt k 0a . 5+'�• , 'C :w t Ma{ !Y i;V M � , V �` : p .j'.1�;- i'.'A'� j Xx ^N'�`f 3, lr,' i ,,p' f . r LL a i fti.. P c r d.r } "eY Ya «+� W"3t. 14� 1i :ls t`•.AL°l'1 Y a { . .f+ �.;z;,.vc', "�.:', �rS 1 _^1,.4','G'ud Tr��Y't� -�Y� y.T6 .! � b tL t �.� xn � d "ft �rFa �C' a F �t!',,�SSw4 { 'S (±',y j� .. ':� � ..Ee �' "A6 ?� :�iJSiSS„. '���.+ N 3iC Y .�- t',.?lt S�.�i?tlw � fix» rC•:�I �:,, 1ZSxv1r'A�'+' 1 ;�.�' , ,Y� h5, �` S.e�. r,:.. �. . ?.}1,.Y.n . � . �. e, �v��xb '9 �J� • i Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted v p , through the mail, fax, etc w = j J E- 1 D ate: 7 / h/0 y Plan Check/Permit Number: f L 35 / 2 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # H w DV_ -351 [' Revision # / after Permit is Issued ? H F- O ❑ Revision requested by a City Building Inspector or Plans Examiner w i--. w s ? z U I Project Name: 1' Si ea T.,A,, o w f Project Address: e.3 S� "r�n (v 8 „d 'w U Contact Person: �r� ���� Phone Nu mber: Za G SYS -Y94 y u- O i Summary of Revision: Fx•1 -0.,5/. Fleur... Fun (' 104 es a 'id P../ �.h� Lel- U u) 1 Ch4n',s J S O F i y Z 3 1 1 ■ OJ8 Vi a, pl9z , zo j I V g � G Ss` s, Sheet Number (s): /- ) S! / - g / Z — ' 5- I t' �ro� , ' ''" "Cloud" or highlight all areas.6f revision including date of revision ',,t',; Received at the City of Tukwila Permit Center by: � ; ; N •., } i � 4 Entered in Permits Plus on 7 , d'/ p' k' r ,.., ,'' , 08/06/03 ", « ,;, , F r r ` .. .x. x.. wrawwR,+.w..n......,.........,. , ,., .W,....1 ................ ...• :.,...,..�,,,..- ...,...o „.. r..r..r, ".3;+ rmsa�dAf ?t!�bL4eY�t��Atlrfxv?frzrr i , - - -y .•r - -s, .,� •t � y � , i •�•.N • 2i ' �- C ity o Tukwila 1 of f Steven M. Mullet, Mayor , 2 1„ 1.0 ••• b ... _ = Department of Community Development Steve Lancaster, Director '' ,- 1908 - z June 30, 2004 ' 1 z w Mr. Brad Decker, Manager w D Cryan Development, LLC v o 117 E. Louisa Street - #230 ' 11.1 w Seattle, WA 98102 U) U. RE: 235 Strander Blvd. Building. • Subject: Request for extension of permit # D02 -351. 11 - co I- w Dear Mr. Decker: _ ?H I have reviewed your letter and our files regarding the above referenced building permit. w O As the fundamental premise (and code requirement), a building permit is a license to 2 D proceed with the work. If the work is not commenced within 180 days of the date of v N issuance the permit becomes invalid. o F - w w Extensions to the expiration date must be based upon reasonable cause that includes events beyond the permit holder's control. The decision to redesign the approved scope z of work and the resulting design review process is clearly the option of the property w u) i owner. o I - z An extension will not be granted for this permit due to the lack of reasonable cause for the work not to commence. The current permit remains valid until July 27, 2004. If no work has commenced by the close of business on Tuesday July 27, 2004, the permit will expire and a new permit will have to be obtained to proceed with the work. Please note that the 2003 edition of the International Building Code will be in effect after July 1, 2004. Any new permit applications or substantial revision will be reviewed under the provisions of this code. Sin y, Robert Benedicto, J C. n ' v % Building Official y � t f, 1++ 1 ?! , , r ;4 ; ; ' i cc: Stephania Spencer, . Permit Technician. . . :,+ "t • i,�+�,? '.Ni., . Fi, x . 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431.3665 1 F Nt . _J�•. .. , ..... ... .!il!.... .. ..[.. u,'.Y! .4Y wa .Rr_u t.+.Lf:.i'au' - -. .,—, . ,........,...+.....,......,... ,. .. ...... M_. ........ ..............,.N.... ,�. +.......,rwwm:.wu:aai ,.:e.. rev ,u.z 4 - -- ., - . . .. SENT SY: DDCi; 2065454952; JUN -29 -04 8:42AM; PAGE i --\, i (( CRYAN DEVELOPMENT LIMITED LIABILITY COMPANY 3 117 EAST LOUISA ST. #230 z SEATTLE, WA 98102 , < z w re i5 J 0 PHONE (206) 545 -4964 N o . • FAX (206) 545 -4952 i co i w 0 i 2 : RE: 235 Strander Blvd. v N ' 0 I NOTE: Stefania, r z .. Please review the attache request for an extension , . ..111 you c • ..r• , • i ' Brat Decker • , : si ° ' ` ." Number of Pages: (Including this Transmittal) _ "' r,'i If you do not receive all the pages of this fax, please call 206 -545 -4964 , r':•: L:;` Vii y . . : , J . 4 .� ! <..: }y�.;An t., ..., . ... .�......i....t��r.�..w+.su .r..�v+.. ._ ... .. .. .. ....... "..•.� ................�.w . +rr�wYwr•�vV�C»'MKMN+t .. t • ty yw"eyd,l `l '•� y�'J..i::i4�w�J . i F . --.�.[ . - - • :\ SENT BY: DOT; 2065454952; JUN -29 -04 8:43AM; PAGE 2/3 ---. CRYAN DEVELOPMENT LIMITED LIABILITY COMPANY 117 EAST LOUISA STREET # 230 SEATTLE, WA 98102 z 6/29/04 1- Z 6 D City of Tukwila 3 o Department of Community Development w o Stefania Spencer w = 6300 Southcenter Boulevard, Suite 100 (:IT v OFTI I KW , i A "' u' Tukwila, WA 98188 w o .JUN 2 2004 2 PERMIT CENTER U. Q RE: Permit # D02 -351 a 235 Strander Blvd = w !- _ z F- Dear Stefania, t-- o We are the new Owners of the above property and the permit that goes with the W w property. We closed the property from the Fana Corporation on April 30 2004. Since o th time we have been working with the City of Tukwila to modify the existing permit. o N On May 11. ` 2004 we submitted a revision to the existing permit and are waiting for the at- ILI scheduled design review hearing on July 22 " 2004. 'z v We formally request a 180 day extension to the above permit, for the following L 0 r - z 1) We are waiting for the revision to be approved by the City of Tukwila to v provide a better quality of building than the one originally proposed. o �- 2) We have just purchased the property and need time to get the project under Z construction. . -, , Po SENT BY: DD6I; 2065454952; JUN -29 -04 8:43AM; PAGE 313 06/25/2004 17:33 FAX 425391. . o RILL A** L annnaa i at 11 IP • -:, ,I.::. gi -:-, „ 4 fc ,.. i ' A , i C ity Q Steven Af. Muller Mayor k Depiutment tj Conunan,,y DtKelopment stow laicestw; victor 1900 o - ! _ ' i i-- w � 17, 2004 Q D Wi Harris CO 0 MIA tA Place youth f to W 8ammandsh, WA 99076 ! w = 1_ RE: POrrnr't AppAoatlon No. D002.351 • W O MS erander Boulevard • i 0 ..,. , ., '. ).:'i' i. .. ? e' :. `.' t'k " "''�?1? r`, K.^, ti1t4vFYe :S"7+!.b'b•t > v.- :rtro-rr r +..e. ...... ..... ....... ............... .. - Stefania Spencer Permit Technician Xc: Permit File No D02 -351 :.,;:° U i _. Bob Benedicto . Building Official �; `f Buildin '..:0" ' is : r i "?i, ''.s y;G LU> tt:., P r', ��` sQ • Y* } ' F r Kd l,1 }, j. i W% Tq . w <; tail? } 1. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 s;: ^,;: f .... . 1 1 Cr `f 1 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 2623049102 Permit Number: D02 -351 w Address: 235 STRANDER BL TUKW Status: ISSUED re Suite No: Applied Date: 11/2112002 6 Tenant: SLEEP TRAIN Issue Date: 01/29/2004 U O co c co tu J H 1: * **BUILDING DEPARTMENT CONDITIONS* ** N IL w 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 2 u.¢ 3: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical cn a work will be inspected by that agency (206- 835 - 1111). H w Z = 4: All mechanical work shall be under separate permit issued by the City of Tukwila. F— 0 O z t- 5: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any w w construction. These documents are to be maintained and available until final inspection approval is granted. v p �_ 6: All structural concrete shall be special inspected (UBC - Sec. 306(a)1). 0 1-- W W 7: The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to the best of the inspector's knowledge, in conformance with approved plans and specifications and the applicable �- O workmanship provisions of the UBC. Z 8: Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 0 9: Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 10: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 11: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 12: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 13: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 14: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any ' ° , w +A •:• other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. i' 1 5: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 16: ** *PUBLIC WORKS DEPARTMENT CONDITIONS*** 17: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and k� completion of work at least 24 hours in advance. doc: Conditions D02 -351 Printed: 01-29-2004 iol'ziv,4,1 /VW Ai : .t k„ th .,. N.x ' e f` ukw,aa• ht. 'l . • . >. , , . ,. , .: u: .vo-�•r. es ;:i �''�:nr�t - r• - - �,.�r �.� ■ I !i ) C of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 18: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. z 19: Any material spilled onto any street shall be cleaned up immediately. w 20: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 21: The site shall have permanent erosion control measures in place as soon as possible after final grading has been w W completed and prior to the Final Inspection. N LL, 22: Existing or new irrigation meter(s) shall have an approved backflow device. uj 0 23: ***FIRE DEPARTMENT CONDITIONS* ** g 24: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following w concerns: z = 25: Maintain fire extinguisher coverage throughout. z O w 26: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) U 27: Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors p F.. • shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of w w • an approved type. (UFC 1207.3) U u- ~' 28: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle z co is engaged from inside the tenant space. (UFC 1207.3) v I= _ 29: Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) 30: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #1901) 31: Local U.L. central station supervision is required. (City Ordinance #1901) , 32: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 33: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recorgnized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1901)" ° "` = '' Ala } , r..; x 34: All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. (City Ordinance #1901) ,C? 35: All exterior components of sprinkler systems should be painted RED. This includes: Post indicator valves (PIV), outside k stem and yoke (OSY), wall indicator valves (W IV), and Fire Department connection (FDC). (City Ordinance #1901) 36: Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions P P q 9 and under overhangs greater than four feet wide. (NFPA 13- 4- 5.5.3.1) := ° 37: All control, drain, and test connection valves shall be provided with permanently marked weather -proof metal or rigid F. plastic identification signs. The signs shall be secured with corrosion - resistant wire, chain or other approved means.'#!► doc: Conditions D02 -351 Printed: 01 -29 -2004 EVa ` 5 .it ':.� "•j ••.. .. '. , "t•'dh. , Y nrt 3 ... ^t' " rw PM :t• rV '1M't+�. +r'":1 +KK••yr .a„° Mn .4Niw.1 ++ • .,• n r tV .. .:.' S+e!tlfai+�'�•91`.k+i.fM.MiteuS MRPYfy.�iS++ •: " %�*�',^.N }n�"'�W,:•'i ':�l�S- 44h4.M1 +�x:'.5 } _ .- - — - . ft ;` 6 TT ) 19043 Cit of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 ' (NFPA 13- 2 -7.3) z 38: Calculated sprinkler systems shall be designed with a 10 PSI cushion for low reservior conditions. (City Ordinance #1901) H w • I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of t • : er i • oes not presume to g ' • : I ority to violate or cancel the provision of any other work or local laws a ; regulating : ruction or the performance of work. '` ,, ' Ai Signature: Date: ///'/ ,03 ' z Print Name: &-d edcc/ ftej,d-/ , vo, ,` ` ' , i , f " iltri' roltge, doc: Conditions D02 -351 Printed: 01 -29 -2004 , P f'` a �;xtt,+F L::..a. .: i..,. ..,.,.c.. -,... r . .. ....,.. ...,.4...,.,,me+..,.m.,,n..a+,w w......+vM ....,„uwk.., ,.,,,br. +.,w . R M,t ,n:..a ,. .,...... . 7 • ;w:: r+n.wklHdJ ' "" rx! Rf9! un[ asty {,;n•Mtik*y,i.��''t47f?H,i' Y:SG ' ' ' tr tlti%1r' '... ""s! r - � T r 4./ FROM : FANA GROUP OF COMPANIES PHONE NO. : 206 575 4833 Jan. 29 2004 11:59AM P2 FANA GROUP of Companies Z < re 2 6 0 co D January 20, 2004 w City of Tukwila w 0 . Department of Community Development 63000 Southcenter Blvd. g Tukwila, WA 98188 EA d RE: Building Permit for 235 Strander Blvd. z al Application #D02 -351 z 0 Dear City of Tukwila: o 0 ! 0 tn 1 We have sold our building at 235 Strander Blvd. to Brad Decker's Company (Cryan 0 Development Limited Liability Company). Along with the purchase we have included all = LU right to the building permit. Therefore we give Brad Decker the right to pick up the permit, or modify the existing permit. LL 0 i U N FANA CORP. - �. Sincerely Ci teNAvv i •- Michael W. Chase Secretary ; , r `- 'El • � • okra ') t y • •'{ftM1�M kSF^r4 u^i 1 �3� aa1 • L h'.ifix T & 16400 Southcenter Parkway • Suite 204 • Tukwila. WA 98188 • tel (206) 574 -0725 • fox (206) 575 -4833 t .. ; .... ,.+ ^d'.Latt+i+� ^...r v*k3ri •1 .1a ..i:t... .e rn, +:... rt :rax2.uvY. +,- v- u:.r.Jr •iMk. .. .t t�:n:rr'...0 .r`ry ,M VK r. +::44ei };:',17.dr:S: n`<iP':i:lian�: iN Sdcii ntr .. ! Z • 1Z C4 C •, 1 r T7 � , F. ! i r r •¢ ♦` 11 6 . if 4 V 0 ' �' Y yt { '3• IA J = H, w 2 N I— LLI = REG ISTERED AS PROVIDED BY LAW AS ?I- CONST CONT GENERAL 4-O • REGIST._.# EXP. DATE . ' w 0001 DECKEDO002C2 04/10/2005 EFFECTIVE DATE 02/22/2000 U DECKER DEVELOPMENT & CONST INC 117 E LOUISA ST 230 - SEATTLE WA 98102 F : o . • 1,.,, ! i !, \ f',! •I1. \; I c )i 1. .VI )(' `,i, i\ 1 )I i j [i• U N' O Z ` • • • 1 , ,',,:' :,::,:"?':':,:?,'::'4 , : , a : ,:,, • f I ral • ; :r `iv ; , 1 ,T,�1 { • ' + 7 f•:i • ., tiyl 4 1 ',07 i --, .5', S •,,.. ». ..: • ... .. ..:..: _.. auwwn..ewrn , wvww+ wu.... v.,... .u.. .., .0444Ar teatir'reoilloOtenar..... ..: ,.x: y„I'. n: . Xf4A..1j' w .. ... i ea .. A - •1 - - ► •1 • • -1 1- • ••- •p• •111 11 Envelope Summary Climate Zo e 1 ENV -SUM • 1997 Washington State Nonresidential Energy Code Compliance Forms First Edition - June 1998 Project Info Project Address 2 S STiZA r`m) F z T5L V 0 Date // f.1 / e z _- 1 LA- / ( ¶ i j ( 1 For Building Department Use Applicant Name: FA N Pr 6120 Applicant Address: (6490 (:;.00. .Cp-cwt. g.ftk+ -uY , .# 1.04- _ �; Applicant Phone: 1206 ._ c;74.- 0 2- 5 I- W QQ 2 (Project Description , ❑ New Building ® Addition ❑ Alteration C:1 Change of Use W U . U O U) 0 Prescriptive ID Component Performance ❑ EN VSTD ❑ Syst ems W = Compliance Option (See Decision Flowchart (over) for qualifications) Analysis -J l— w . Space Heat Type ❑ Electric Resistance Eit All other (see over for definitions) 2 Total Glazing Area J ( rough opening) Gross Exterior U D D. Glazing Area Calculation a (vertical & overhd) divided by Wall Area times 100 equals % Glazing Note: Below grade walls may be included in the H W Gross Exterior Wail Area if they are insulated to � = ' the level required for opaque walls. 70 T 2 j ( ? / X 100 = (6.970 ? t•"' . 1— O • ❑ Check here if using this option and if project meets all requirements for the Concrete/Masonry Option. See W H Conc Optio Decision Flowchart(over) for qualifications. Enter requirements for each qualifying assembly in the table hnlow. W I-1LE COPY U o - Envelope Requirements ( enter values as applicable) , _ Qpitgµe G aopctpteiMusonr�yr WaI4 Requirlments 0 H W Fully heated/cooled space Insulation on interior - maximum U- factor is 0.19 _, 'I U 1— Minimum Insulation R- values Insulation on exterior or integral - maximum U- factor is 0.25 LL. 0 Roofs Over Attic If project qualifies for Concrete /Masonry Option, list walls Z All Other Roofs ,2 ! with HC z 9.0 Btu /ff=• °F below (other walls must meet U N Opaque Wall requirements). Use descriptions and values F. _ Opaque Walls 12- t I from Table 20-5b in the Code. z F- Below Grade Walls - �-- Wall Description U- factor Floors Over Unconditioned Space (including insulation R -value & position) Slabs -on -Grade fa- 0 Radiant Floors . Maximum U- factors Opaque Doors 0.00 Vertical Glazing (.) • 1 C Overhead Glazing ;! i.;i- Rvr.0 MaximumSHGC(orSC) CITY ()I Ili i�y iL .F VerticaVOverhead Glazing I I, 0 0 NOV 2 1 20 J2 Y "> • .r, x ot -i.; M I7 Cr •i.! ; '+ ¢ ' Semi- heated space* Minimum Insulation R- values Roofs Over Semi - Heated Spaces' 're r� , *Refer to Section 1310 for qualifications and requirements ei,,,,,, I ..,. tt �;i:ai Notes: rl �, , : N., Y f l i � (; :{ .el.: 'tS;GT� Fy� � i R bo3 S L. , - ',-Cr - -., r •• I 1 1 • •1 - - \ •1 - •'1 1' • ••• -1 : •111 r Envelope Sum - (back) Climate Zo e 1 ENV -SUM • , 1997 Washington State Nonresidential Energy Code Compliance Forms First Edition • June 1998 Decision Flowchart Use this flowchart to determine if project qualifies for the optional Prescriptive Option. for Prescriptive Option If not, either the Component Performance or Systems Analysis Options must be used. 1302 space Heat Type: For the purpose of determining building envelope / N Electric Resistance: Space heating systems which use electric resistance requirements, the following two categories comprise all space heating types: Start elements as the primary heating system including baseboard, radiant, and Other: All other space heating systems including gas, solid fuel, oil, and ` , forced air units where the total electric resistance heat capacity exceeds 1.0 propane space heating systems and those systems listed in the exception to W /R of the gross conditioned floor area. Exception: Heat pumps and electric resistance. (continued at right) terminal electric resistance heating in variable air volume distribution systems. Z • Electric • _ f Resistance F Z no Heat? lei JU 0 CO lli I Criteria OK? I Criteria OK? walls R -19 111 = walls All Masonry Y All siiation no (below) 1es Yes (below) no ailatlon H Ws no no yes W O r <40% r <25% <20% r X20% lazin• no �� no lazing lazing no >< no lazing LL < yes Ws 1es 1es U) O I H Ui All Insulation Installed? All insulation installed? All Insulation Installed? All Insulation Installed? Z I-- Opaque Wats R -11 Opaque Walls R -11 Opaque Walls R -19 Opaque Wats R -19 I- 0 Below grade walls (ext) R -10 Masonry walls (int) U-0.19 Masonry walls (int ) U -0.19 Below grade walls (ext) R -10 Z f"' Below grade walls (othr) R -11 Masonry walls (Wier) U-0.25 Masonry walls (other) U-0.25 Below grade walls (othr) R -19 W W Roofs over attics R -30 Below grade walls (ext) R -10 Below grade walls (ext) R -10 Roofs over attics R -38 2 D i All other roofs R -21. *, • ' Below grade walls (othr) R -11 Below grade walls (othr) R -19 All other roofs R -30 U 0 Floors over uncand.sp. R -19 •- • ' Roofs over attics R-30 Roofs over attics R-38 Floors over uncond. R-30 Slabso -grade R -10 All other roofs R -21 All other roofs R-30 Slabs-on-grade R -10 O Cl) Slabs-on-grade Ra floors . R -10 ' • Floors over unoond.sp. R -19 Floors over unoond. R -30 Radiant floors R -10 F' Opaque doors U-0.60 Slats -on -grade R - Slabs-on-grade Opaq R -10 Opaque doors U -0.60 W Radiant floors R -10 Radiant floors R -10 - '= U Glazing Criteria Met? Opaque doors U -0.60 Opaque doors U -0.60 Glazing Criteria Met? I Glazing Vert OH O Glazing Criteria Met? Glazing Criteria Met? Glazing Vert OH _ Area % U U SHGC Area % U U SHGC Z 00-15% 0.90 1.45 1.00 Glazing Vert OH Glazing Vert OH 00-20% 0.40 0.80 1.00 15.20% 0.75 1,40 1.00 Area % U U SHGC Area % U U SHGC U 20 -30% 0.60 1.30 0.65 00 -10% 0.90 1.45 1.00 00 -20% 0.40 0.80 1.00 30-40% 0,50 1.25 0.45 10-15% 0.75 1.40 1.00 Ws no H F=- O 15 -20% 0.65 1.30 0.80 yes no Z no yes 20 -25% 0.60 1.30 0.65 no I yes r jo t Prescriptive Y Path Allowed 1 y r Component Performance r y a . . Systems Analysis Required Concrete/Masonry Option* Wall Heat Capacity (HC) 'If the area • Description Ass .Ta HC Area HC x Area weig heat Assembly Assy.Tag •• (s � capacity (HC) of the total above grade wall is a minimum of 9.0, the Concrete I Masonry Option _ 1,,, ;1 may be used. a t "For framed walls, assume .t f1 ^, HC =1.0 unless ; : - ' •' ' calculations are provided; for all liiiii other walls, use ;u Totals Section 2009. Area weighted HC: divide total of (HC x area) by Total Area 1 'Iix ,v erl:+ • .:a t'..::.. ,. ... n • 6Y'nT"t(GiS:ahhdYY'1(; ri.'>>,1t•- ''. Yi+ Eb .. Alo k,N.4 '., • v r ...,...,,m .`nnw i4:t m . ....�: Y`:.! . wh•,}' y: H.` ,ruirsfAYM! YirirH i'+' AatoC14P .' ++URtY ■ 1 - . -"', ;` a`, . rAAy , : .l ' Ti�`Aifi.,�,r',I�y� .� 4�t:.�ili!:riLL � ' R- Plan ID: R= Plan ID: ::: Electrfc:•Resist ' OttterHeat a i R L V R- Plan ID a. g J. • ,. L „/� R Plan ID: i },t � � Y .., c� t 0 R= 0 Plan ID: 4 4 0. 10 ,. Z €'h : z24 O : ZE4q. :,<� :::<• <:.: , " s�:t. g; •l ' . -o R= Plan ID: : Efectifc ;:Resist;;;; >OtherHeating ""'� • co § ... 7. . cn R= U 5 . • .. . . n . 1 l i R - Plan ID: .: >:F; >:::;» : � : ..., ; :. aeeTable 13-1 far.ra ianttk� rvafues) :. ; — ' R= Plan ID: ( ,ti ,fir. • Totalsl 2 2..o Totalsl 6 U 1.2 I : : ; ;: For compliance: `` I ca. } . 1) Proposed Total Area shall equal Target Total Area, and 2) Proposed Total UA shall not exceed Target Total UA. f Re �$ # dry!! 71r r�.+'ns ,r ,n ..re., :. v ., ., <.....:.v . .... .... .....:... ,. •. _ ___ _ .,r n,.. .x;x' i . . . ...... .... . ... A • • 1.._...,l1 1 • • 1 ■ .. \ • 1 • .• - 1 11 • • • - ''' • • al Envelope SHGC alculations Climate • ne 1 ENV -SHGC • 1997 Washington State Nonresidential Energy Code Compliance Forms First Edition • June 1998 Glazing Proposed SHGC Target SHGC List components by assembly ID & page # SHGC* x Area (A) = SHGC x A SHGC x Area (A) = SHGC x A Plan ID: Plan ID: 'Glfizing 9G > .00. c R4sis �;Qlt sr. eapng . • Plan ID . t1- 491r 1 0Q :,. ,.,.:.: . . • t 4 f3 ...... Plan ID: : >.,.a3. taIpt+ veil: > < >< < >qfi » ?> »> Z Plan D' Pla I . .. 30.. 4496»»>>»:.;:: ::; >:;; >:<` >' >� >; >��.;`::;;<<i: Q • , Plan 1D H Z W QQ= Plan ID Plan ID: ....: ......... ``> » ? ••,.........••• • ;; • • ; '; > ; W (sea. able 131 ftar..,ConcJMasonry..,vaiueg :: U 0 'Note: Manufacturers SC may be used in lieu of t O Totals! Totals W W ' WI For compliance: Proposed total SHGC x A shall not exceed Target total SHGC x A E- W 0 • Target Area Adjustment Calculations 2 If the c�4i�Efl4,M4�1t'�Jt'' i e •,ee4l' h����� , `�s�' Pbale 13-2, a then this Ie onic version. Douce ciic an r rere ie t ed��K caiu ions. _ F . W Proposed Areas: Numbered values are used in calculations below. Z I , Roofs over Attics Other Roofs Walls F- Glazing Area 1: OG= 2: OG= '3: VG= Note: Z 0 OG = overhead glazing W . Opaque Area 4: 5: 6: VG = vertical glazing 2 = DO Gross Exterior Max Glazing Area Maximum Target U Wall Area (Table 13 -1) Glazing Area 0 52 , I Ix1 . — 1 100 = I7: I Oi — = W . Target OG Area in Roofs over Attics Target OG Area In Other Roofs F— U 1 Max OG Remaining 2 T arget VG Area For Target OG's, LL. O circle and use the Z 7: I — a lesser (circle) = 18: 1 — a lesser (circle) = 9 :: :::: :.. : :: : ::: >; : :::: > ::. lesser values both W N 7: 8: here and below . U — . ` ~O H Proposed Opaque Area Proposed OG Area • Target OG Area Target Opaque Area Z Roofs over Attics 4: + 1: _ 10 = 13;:; : :: ::: i :;: :% ::is : Other Roofs 5: + 2: _ 11 = 1'4 Total Target OG Area (sum #10 + #11) ::12 Proposed Opaque Area Proposed VG Area Target VG Area Target Opaque Area • Walls) 16: + 13: I — I9: I = (is:: :.:......... .....;,,,. Note: If there is more than one type of wail, the Target VG Area may be distributed among them, and separate Target Opaque Areas found. Target values 9T4gel til148e114 9lAQedrbomseairia bbedappliaaidali jeT ttilislcldtioln wa theMNahbi%age of this form. 1 Targe4liltbt with*** #W faqir* gaikusee - A alto 4,01fctibltilPeliiet f D Woo Pbove• 4C FA"%�.'A,,j fk tl }� r t :Ill k '2 f } , ii' 1 �m'41 ;4� �',�ryf. t _ i , ;:: : 4 P, �' {4 err, . c ' i ' .A' r r; �•e+ ,. v+} ril P f''.tnr?'” Zinrag a '' •,r{ritT" •fit: 4.:.. .....,.'..,i.,u �. .h x.�..�....,c : iN93JPtI.. ,a .�t±'}tb4" r' _.,.. • ,.,.. •a �n + 'i�n,v r. .t{,. #+YMj'4 bSp1, .,, °w:S� t ,kY)s''1' K' ... w.rs' Sn�uk' � zl�rd. i'rs.wi.`i�kUm5,tiaP.�ln,Yd�util ip.`l'�. � J�' ,k�:. • • • 1994 West' \ an State Nonresidential Ener. Code Com • ii Form ' Building Permit Plans Checklist ENV -CHK 1997 Washington State Nonresidential Energy Code Compliance Forms First Edition • June 1998 Project Address I 2 ?7 5 5 t-cn F (Z-�' D a t e /(/t (/ / Z The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. Applicability Code Location Building Department (circle) Section Component Information Required on Plans Notes GENERAL REQUIREMENTS (Sections 1301 -1314) Z 1301 Scope Unconditioned spaces identified on plans if allowed 1302 Space heat type .FF • Z y.■ no (e Electric resistance re 2 ( no n.a. Other Indicate on plans that electric resistance heat is not allowed Z D y.■ no y� 1310.2 • Semi - heated spaces SemT-heated spaces identified on plans if allows —J O 1311 • Insulation CD yea no cgs 1311.1 Insul. installation indicate densities and clearances N Glio no n.a. 1311.2 'Roof /ceiling insul. indicate R -value on roof sections for attics and other roofs; W I Indicate c learances for attic insulation; Indicate baffles if eave vents installed; to Indicate face stapling of faced batts Li , y. • no n.a. 1311.3 Wall insulation indicate R -value on wail sections; Indicate face stapling of faced batts; Q Li_ Indicate above grade exterior insulation is protected; ! O Indicate loose -fill core insulation for masonry walls as necess; /� Indicate heat capacity of masonry walls = W if masonry option is used or if credit taken in ENVSTD; I-- I y.■ no n.a 1311.4 Floor insulation Indicate R -value on floor sections; — Indicate substantial contact with surface; Z O Indicate supports not more than 24* o.c.; ---- W Indicate that insulation does not block 2 j airflow through foundation vents 0 p Qya> no n.a. 1311.5 "Slab -on -grade floor Indicatel:I-value on wall section or foundation detail 0 f� Indicate slab insulation extends down vertically 24" from top; 4 4- a f ..-. Indicate above grade exterior insulation is protected / W y.■ no ,rt. 1311.6 Radiant floor Indicate R -value on wall section or foundation detail; . • 2 V • Indi slab insulation extends down vertically 36' from the top; f i- Indicate above grade exterior insulation is protected; — O Indicate insulation also under entire slab where req'd. by Official di Z y.■ no n.a. 1312 Glazing and doors Provide calculation of glazing area (including vertical U and overhead) as percent of gross wall area A '-- H _ y.■ no n.a. 1312.1 U- factors Indicate glazing and door U- factors on glazing and door 0 F- schedule (provide area - weighted calculations as necessary); Indicate if values are NFRC or default, if values are default 4.2_ then specify frame type, glazing layers, gapwidth, low -e coatings, gas fillings -^ I all - y.a no n.a. 1312.2 SHGC & SC indica gl gaoicien coefficient on azing glazing solar heat sche dule c (prov ide area - we shadi hted 2` calculations as necessary) 1313 Moisture control o n.a. 1313.1 Vapor retarders indicate vapor retarders on warm side , A 4- • n n.a. 1313.2 Roof /ceiling vap.ret. indicate vapor retarder on roof section; Indicate vap. retard. with sealed seams for non -wood struc. . (no n.a. 1313.3 Wall vapor retarder indicate vapor retarder on wall section A 4- yes no (fi: 1313.4 floor vapor retarder indicate vapor retarder on floor section •— y.a no in.a 1313.5 Crawl space vap. rel. Indicate six miFblack polyethylene overlapped 12' on ground 1314 Air leakage 3r_ o n.a. 1314.1 Bldg. envel. sealing indicate sealing, caulking, gaskeling, and weatherstripping AZ /A 4 .,. no n.a. 1314.2 Glazing/doorsealing Indicate weafherstnpping ' `` , yea no X)) 1314.3 Assemb. as ducts Tndicate sealing, caulking and gaskeling }yjhc` ' PRESCRIPTIVE/COMPONENT PERFORMANCE (Sections 1320 -23 or 1330-34) .'-,.. - , : � 2 y .a no Envelope Sum. Form ompleled and attached. ) Provide component performance worksheet if necessary 'tr: ',:vg, ,1,,t, Provide ENVSTD screen 1 output if necessary 4tiWti • F '' 'N'''' • . : If "no" is circled for any question, provide explanation: ; ,.a. 4,:i:o + : fir'• TP;ct rs;t:rlMt:ra . .rc — , - - v,. - 1 \ 1997 Vonshin • ton State Nonresidential Ener• Code Cr `riIlance Form Building Permit .ns Checklist ENV -CHK 1997 Washington State Nonresidential Energy Code Compliance Forms First Edttlon • June 1998 Envelope - General Requirements 1311 Insulation Produd samples used for U- factor determinations shall be 1311.1 Installation Requirements: AM insulation materials production ine units or representative of units as purchased by shal be installed according to the manufacturer's instructions the consumer or contractor. Unlabeled glazing and doors shall be assigned the default U -factor in Section 2006. to achieve proper densities, maintain clearances, and maintain uniform R- values. To the maximum extent possible, insulation 1312.2 Solar Heat Gain Coefficient and Shading shall extend over the ful component area to the intended R- Coefficient: Solar Heat Gain Coefficient (SHGC), shall be determ ned, certified and labeled in accordance with the Z value. National Fenestration Rating Council (NFRC) Standard by a . = H 1311.2 Roof/CeIIIng Insulation: Open -blown or poured loose- certified, independent agency, licensed by the NFRC. I— Z fill insulation may be used in attic spaces where the slope W the ceiling is not more than 3/12 and there is at least thirty Exception: Shading coefficients (SC) shall be an � QQ mc inches of clear distance from the top of the bottom chord of the acceptable alternate for compliance with solar heat J U truss or ceiling joist to the underside of the sheathing at the gain coefficient requirements. Spacing coeffidents U O shall b h i lazng saetaken from Chapter 27 of roof ridge. When save vents are installed, baffling of the vent for glazing U) p openings shall be provided so as to deflect the incoming air Standard RS 27 or from the manufacturer's test data W = above the surface of the insulation. 1313 Moisture Control _1 x Where lighting fixtures are recessed into a suspended or 1313.1 Vapor Retarders: Vapor retarders shall be installed on N U- exposed grid ceiling, the rod /ceiling assembly shall be the warm side (in winter) of insulation as required by this w 0 insulated in a location other than directly on the suspended section. 2 ceiing. Exception: Vapor retarder installed with not more g n Exception: Type IC rated recessed lighting fixtures. than 1/3 of the nominal R -value between it and the V- < conditioned space. Cl) Where installed in wood framing, faced batt insulation C3 shall be face stapled. 1313.2 Roof /Ceiling Assemblies: Roof/ceiling assemblies H W 1 311.3 Wall Insulation: Exterior wall cavities isolated during where the ventilation space above the insulation is less than Z I framing shall be fully insulated to the levels of the surrounding an average of twelve inches shall be provided with a vapor walls. When installed in wood framing, faced batt insulation retarder. Roof /ceiling assemblies without a vented airspace, Z O shall be face stapled. where neither the roof deck nor the roof structure are made of W W Above grade exterior insulation shall be protected. wood, shall provide a continuous vapor retarder with taped j Q seams. 1311.4 Floor Insulation: Floor insulation shal be installed in Excep 0 U) tion: Vapor retarders need not be provided 0 — a permanent manner in substantial contact with the surface where all of the insulation is installed between the a I— being instated. Insulation supports shall be installed so roof membrane and the structural roof deck. W W spacing is not more than twenty -four inches on center. 2 0 Installed insulation shall not block the airflow through 1313.3 Walls: Walls separating conditioned space from I-- — foundati on vents. unconditioned space shall be provided with a vapor retarer. d u_ ~— 1311.5 Slab-On-Grade Floor. Slab -on -grade insulation 1313.4 Floors: Floors separating conditioned space from Z installed inside the foundation wall shall extend downward from unconditioned space shall be provided with a vapor retarder. W U) the top of the slab a minimum distance of twenty -four inches or 1313.5 Crawl Spaces: A ground cover of six mil (0.006 inch FU-- 2 to the top of the footing, whichever is less. Insulation installed thick) black polyethylene or approved equal shall be laid over 0 1— outside the foundation shall extend downward a minimum of the ground within crawl spaces. The ground cover shall be Z twenty -four inches or to the frostline, whichever is greater. overlapped twelve inches minimum at the joints and shall Above grade insulation shall be protected. extend to the foundation wall. Exception: For monolithic slabs, the insulation shall Exception: The ground cover may be omitted in extend downward from the top of the slab to the crawl spaces if the crawl space has a concrete slab ; bottom of the footing. floor with a minimum thickness of three and one -half 1311.6 Radiant Floors (on or below grade): Slab -on -grade inches. insulation shall extend downward from the top of the slab a 1314 Air Leakage minimum distance of thirty -six inches or downward to the top of 1314.1 Building Envelope: The requirements of this section the footing and horizortal for an aggregate of not less than shall apply to building elements separating conditioned from thirty -six inches. unconditioned spaces. Exteriorjoints around windows and If required by the building official where soil conditions doorframes, openings between walls and foundation, between warrant such insulation, the entire area of a radiant floor shall walls and roof and wall panels; openings at penetrations of be thermally isolated from the soil. Where a soil gas control utility services through walls, floors, and roofs; and all other system is provided below the radiant floor, which results in openings in the building envelope shall be sealed, caulked, increased convective flow below the radiant floor, the radant gasketed, or weatherstripped to limit air leakage. floor shall be thermally isolated from the sub -floor gravel layer. 1314.2 Glazing and Doors: Doors and operable glazing , 1312 Glazing and Doors separating condtioned from unconditioned space shall be J yin „ weatherstripped. Fixed windows shall be tight fitting with glass 1312.1 Standard Procedure for Determination of Glazing k `” and Door U- Factors: U- factors for glazing and doors shall be retained by stops with sealant or caulking all around. ` . ' , j 1. -.s determined, certified and labeled in accordance with Standard Exception: Openings that are required to be fire .p.., �� r> �; .,, RS -31 by a certified independent agency licensed by the resistant „ . National Fenestration Rating Council (NFRC). Compliance 1314.3 Building Assemblies Used as Ducts or Plenums: 0 shal be based on the Residential or the Nonresidential Model Building assemblies used as duds or plenums shall be sealed, , Size. caulked, and gasketed to limit air leakage.}" Alko "s xv..43, ti ».,4, ,,.l,,,,A'.:, 6 ,, , . , r. nr , T v' , 1 , 1'C.,,,,1: 4',' t 1 3.' peer Y .. • S!Xtiv. . xi+,4'..Mita316 ,7'' • :rtt"•".1 ^ aln ' w i tWat1St}ht?:.ffiv",SVrW, ✓., tyL i j a:. r , : : :r fr`fi:!"ar , ':'3' +1 :: „r tc. ,.'tr, f r . -, - -�r- :` , vT- (Of-ft— Sf-PA2 A- r r `pFi ut f. 1997 We ton State Nonresidential Energy Code Comr i ce Form Mechanical Summary MECH -SUM 1997 Washington State Nonresidential Energy Code Compliance Forms First Edition •June 1998 Project Info Project Address Date For Building Dept. Use Applicant Name: Applicant Address: Z Applicant Phone: • H Z W Project Description 6 = , U 0 Briefly describe mechanical N p system type and features. V) LLI J H U) u_ ❑ Simple System ❑ Complex System ❑ Systems Analysis W O Compliance Option i (See Decision Flowchart (over) for qualifications) 2 . W Q Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the N 3 plans. For projects without plans, fill in the required information below. = �W Z Cooling Equipment Schedule I- o Equip. OSA CFM SEER W W ID Brand Name' Model No.' Capacity Total CFM Econo or EER IPLV Location ? Q U co O — o 1- = W U • I— li. ~O W Z U (J) I F— I Heating Equipment Schedule z Equip. OSA cfm ID Brand Name' Model No.' Capacity Total CFM Econo Input Btuh Output Btuh Efficiency' Fan Equipment Schedule Equip. �� ID Brand Name' Model No.' CFM SP' HP/BHP Flow Control Location of Service ; R. • t ttaA- : . en a §.' ,„ .. .9,carix .t" s ' If available. 2 As tested according to Table 14 -1, 14 -2 or 14 -3. 3 If required. ' COP, HSPF, Combustion Efficiency, or AFUE, as applicable. ,..g2es14 , S Flow control types: VAV, constant volume, or variable speed. ,,`' m '4, r , • kiNkAtit7fiLwr9HtS1'Y IM.1.+^rtM j utsII.'G w.gn f..n:gy,«vov..rf...o,t,.,... .............. ...... ._. ,,, .,. __., ..,. >.., - ........ .._. .i ..... +,,. .M w ____ __ iii - : - -.ter ,, :` 1997 VI-- hington State Nonresidential Energy Code Cr 'lance Form , Mechanical Sum ary (back) MECH -SUM 1997 Washington State Nonresidential Energy Code Compliance Forms First Edition - June 1998 System Description If Heating/Cooling ❑ Constant vol? ❑ Air cooled? ❑ Packaged sys? ❑ <54,000 Btuh See Section 1421 for full description of or Cooling Only: ❑ Split system? ❑ Economizer included? or 1900 cfm? Simple System qualifications, If Heating Only: 0 <5000 cfm? ❑ <70% outside air? Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex Z System or Systems Analysis Options must be used. = F . � I-- W. C Start CL g 0 0 CO Co W Ill = eating/Cooling onstant U) l— System Type or Cooling Only olume? 0 no w yes 2 , Heating Only � L. < L ND tir Cooled? Y = d 5000 cfm no I— W yes yes Z H no Reference Sec. 1421 Z O - ackage• W W <70% OA yes ' stems no U 0 yes 0 ! no 0 f ,. <54,000 Btu SpId » • = W no 1900 cfm stem? no E • yes L I 0 z Y yes w z i ncludes U N ` ECOr10 ? Reference 84,000 Btu » 0 I` no yes CSec. 1423 J • 2800 cfm no Z yes Simple System Allowed . / \ . Reference Sec. 1420 / ■ If Use Complex Reference . System Sec. 1430 ti Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex 4= 1`z. '' ,., Complex Systems S stems requirements are applicable to this project. ,r `x i Y q aPP P 1 �L 4 'L' 4 `f ., , ; r1 . k '. : 4 ., 1 f. 1 f i k !}gym � 2 care, w . .............. . .... . ....,..,,.,...x. . ....... ..,,... ... .... .. ... ,.. .,. . y■ no n.a. 1433 Economizers indicate economizer on equipment schedule or provide LtJ 0 calculations to justify exemption } y■ no n.a. 1434 Separate air sys. Indicate separate systems on plans ' g J p•■ no n.a. 1435 Simul. htg. & clg. Indicate that simultaneous heating and cooling is prohibited, LL Q unless use of exception is justified fn y■ no n.a. 1436 Heat recovery Indicate heat recovery on plans; Z a complete and attach heat recovery calculations I — W = ' y■ no n.a. 1437 Elec. motor effic. M ECH -MOT or Equip. Schedule with hp, rpm, efficiency Z F. y■ no n.a. 1438 ariabfe flow sys. Indicate variable flow on fan and pump schedules If "no" is circled for any question, provide explanation: w O UD O N 0 I-- Decision Flowchart Use this flowchart to determine how the requirements of the Complex Systems Option apply to the w project. Refer to the indicated Code sections for more complete information on the requirements. 'I U 1 - Z Start 0 N Here ,e H I i Z Section 1411.1 Sha ll Meet Tables 14 -1 through 14-: Section 1431.1 Feld• Ye Calculations of Acambled ii. Total On -site Ener Equipment? Input & Output Required • r i No ' Section 1432.2 Capacity of Air Section 1432.2.: ` No System Yes t; Hot Water Suppll Yes Heating System Serving 9rpply Air Reset Temperature Rest Greater Than Multi le Controls '" ,. Controls Required 600,000 Btuh? Zones Required "r" . ., ; r.v . No 4`;if .;�Yrtl f !1 V (continued on ' kx�Rj� i *;.;� 0 back) 'Pc ' + / ( 4 � i U f r ‘,1,0 • L ;d t 4 i% Ve .. ...u..pptVnn..... . .. , ....vnr•...v. +RHk9a %••AkT�`� V: N N 'NI'FM.W�f,+^WY�" �'i• �� r . .. �`t� ��:A�3'A� Jam' {yam i 7 ..m.... : ■ I 1997 Vv— ington State Nonresidential Energ Code Ccr `41fance Form Mechanical - Co • lex Systems (back) MECH -COMP • , 1997 Washington State Nonresidential Energy Code Compliance Forms First Edition • June 1998 • (continued from front) Electric Multi- Muter Efficiency No sped No Mowrtl Must Meet Included in Equipment Motor in a Performance Multi-speed Eftkienciea in Rating? Sys? Table 144 Z _ '— • Ye4 Yes a, W Cooling _r U Yet Capacity > Yoe Hating dt rule Heating 20 000 co in tine , g U O Btuh? Package? Type (n W . W i Nu No Nun•Hecuic —j I_" Sectlon1411A Section 1412.6 W O Musa be Modulating 2 i Hat Pump > 225,000 Yes or Sege Q Btuh Combustion Q Capacity? Cum tuts L1_ Require W No 1412.5 I W Provide = Microptucasor • ? t— Hat Pump Z O LL' ui Supply Air> Yes Secton 1436 5000 CFM do 50% Effective ( 0 Outside Mr > HatReuavery (/) 70 %? System Required Q W W' . I" oral Bldg tl. Z Cooling Yes Packaged No Cooling No Capacity> No Capacity> Rooftop Capacity> 240.0(X)Btuh U co 54,0(1(1 Btuh? Unit? 84,000 Btuh? r IO %uf total" I I O No Yea v— Yes Z • Section 1433 Air-Side Economizer Required - I Section 1438 Application Yes Fans ur Pumps 1'e' Vunubk Row VariableFklwa' > to H'? Devices Required No No „. J '.,' ,x, --• Section 1435 �#• :r; N fir` .' Fan PoNered Yes VAV Terminal Units System? t L i Required ' 1 Nu r0 0 0 0 Section 1435 `,:,..a,84,,;,,,,‘,-;W,. , '` p % • . L;. Done Simultaneous 's Yt Coding Prohibited 1. : :' ' ; r 4. � . ,F L r .. �}: �. • t .�. , ■ • .. :... ,. • .:.. :...,.... :.t. :i :s ,,,P IJ,,4a :,t. u !D 4x:: <. , :.: .;4;trt :r »rwkev,Y :.kPA A kSEtwa.i;.+riaw.)e. . e.t. ,.. '. , ai, , .1.a :i ",..4 t',, ...Ot7Y :6C`{415bL, `i.�?1, ire ^'+ .6144.Wxx ...,x. f ■ r .. . -, -- - - N 0 2 �a . u � _° I- Ill Z I- I ' F-O Z F- LU • w U � O N c) F- w = U Minimum Nominal Full Load Efficiency ! z Open Motors Closed Motors Exceptions: w Synchronous 1. Motors in systems designed to use more than (..) N S (RPM) 3,600 1,800 1,200 3,600 1,800 1,200 one speed of a multi -speed motor. ~O H HP Efficiency ( %) Efficiency ( %) 2. Motors already included in the efficiency Z 1.0 - 82.5 80.0 75.5 82.5 80.0 requirements for HVAC equipment (Tables 14 -1 or 1,5 82.5 84.0 84.0 82.5 84.0 85.5 14 -2) . 2.0 84.0 84.0 85.5 84.0 84.0 86.5 3. Motors that are an integral part (i.e. not easily 3.0 84.0 86,5 86.5 85.5 87.5 87.5 removed and replaced of specialized process 1 5.0 85.5 87.5 87.5 87.5 87.5 87.5 equipment (i.e. equipment which requires a special k. 7.5 87.5 88.5 88.5 88.5 89.5 89.5 motor, such as an explosion -proof motor). . 10 88.5 89.5 90.2 89.5 89.5 89.5 4. Motors integral to a listed piece of equipment 15 89.5 91.0 90.2 90.2 91.0 90.2 for which no qualifying motor has been approved 20 90.2 91.0 91.0 90.2 91.0 90.2 (I.e. if the only U.L. listing for the equipment is with a i 25 91.0 91.7 91.7 91.0 92.4 91.7 less - efficient motor and there is no energy - efficient 30 91.0 92.4 92.4 91.0 92.4 91.7 motor option). 40 91.7 93.0 93.0 91.7 93.0 93.0 50 92.4 93.0 93.0 92.4 93.0 93.0 For motors claiming an exception, list motor and 60 93.0 93.6 93.6 93.0 93.6 93.6 note which exception applies. 75 93.0 94,1 93.6 93.0 94.1 93.6 100 93.0 94.1 94.1 93.6 94.5 94.1 ' ` ak 125 93.6 94.5 94.1 94.5 94.5 94.1 • ' r. ` -a ,. s` 150 93.6 95.0 94.5 94.5 95.0 95.0 A 1 200 94.5 95.0 94.5 95.0 95.0 95.0 CAI klikiggtq 4 i WO ,L` (vtz Lt Y u:a . y r.Y.a .wwU { 7 :■ 1 ! 1997'-' =tashington State Nonresidential Energy Code Cor ` Form Mechanical Perm! a tans Checklist MECH -CHK - . 1997 Washington State Nonresidential Energy Code Compliance Forme First Edition • June 1998 Project Address I Date The following information Is necessary to check a mechanical permit application for compliance with the mechanical requirements In the Washington State Nonresidential Energy Code. Applicability Code I Location I Building Department (circle) Section Component Information Required on Plans Notes HVAC REQUIREMENTS S (Sections 1401 -1424) 1411 Eqpmt performance < • y.. no n.a. 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency • = 1— Z y.. no n.a. 1411.1 Pkg. elec. htg. & clg, List heat pumps on schedule CC W 1412 HVAC controls Q y.s no n.a. 1412.1 Temperature zones Indicate locations on plans J U y.. no n.a. 1412.2 Deadband control Indicate 5 degree deadband minimum U 0 Yes no n.a. 1412.3 Humidity control Indicate humidistat N W y.■ no n.a. 1412.4 Automatic setback Indicate thermostat with night setback and 7 dfn, day types LIJ _ y.■ no n.a. 1412.4.1 Dampers Indicate damper location and automatic controls ~ Yea no n.a. 1412.5 Heat pump control Indicate microprocessor on thermostat schedule 0 y.. no n.a. 1412.6 Combustion htg. Indicate modulating or staged control W } y.. no n.a. 1412.7 Balancing Indicate balancing features on plans Q J y.■ no n.a. 1422 Thermostat interlock Indicate thermostat interlock on plans lL q yea no n.a. 1423 Economizers Equipment schedule _CO 3 1413 Air economizers Z W y.■ no n.a• 1413.1 Operation Indicate 100% capability on schedule I — _ y.. no n.a. 1413.2 Control Indicate controls able to evaluate outside air ? y.. no "La. 1413.3 Integrated operation Indicate capability for partial cooling Z O 1414 Ducting systems ILI u y.■ no n.a. 1414.1 Duct sealing Indicate sealing necessary y.■ no n.a. 1414.2 Duct insulation Indicate R -value of Insulation on duct U y.■ no n.a. 1415.1 Piping insulation Indicate R -value of insulation on piping 0 H Yam no n.a. 1424 Separate air sys. Indicate separate systems on plans yes no Mech. Sum. Form Completed and attached. Equipment schedule with types, . u•I • input/output, efficiency, cfm, hp, economizer I— H SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 -1454) U- O 1440 Service water htg. Z yes no n.a. 1441 Elec. water heater Indicate R -10 insulation under tank W U= y.. no n.a• 1442 Shut -off controls Indicate automatic shut -off H I 1450 Heated pools O Z y.s no n.a. 1452 (reserved) yes no n.a. 1453 Pool heater controls Indicate switch and 65 degree control y.■ no n.a. 1454 Pool covers Indicate vapor retardant cover y.s no n.a. 1454 Pools 90+ degrees Indicate R -12 pool cover If "no" is circled for any question, provide explanation: • j. i' e r 1 r H S ' • w 1 4,141 , E r',}it ' x ✓;w f�z. �b tta 1 , « 11 % ;..(..126.x,,,) , K �.a:'�: �'G: ,.. !r 1','. , i.1.t..F:� , .nLN,I(e'�GfnN:M:: �lYar'iy+.,t"ilA: ".«. , ;..5a, ♦ fatly ,;, - Mf:`lweAakc�rthnv .wr .... ,.». ,. _,,, ........� ...... .. .... .. .. .. .. ... i r_ .. • 1997 We: ton State Nonresidential Ener. Code Com•Ii'� 3 Form • ' Mechanical Permit • ans Checklist MECH -CHK 1997 Washington State Nonresidential Energy Code Compliance Forms First Edition • June 1998 Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the 1413.2 Control: Air economizers shall be controlled by a control system capable specified rating conditions not less than the values shown in Table 14 -1 d determining if outside air can meet part or al of the buiding's through 14.3. cooing loads. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test 1413.3 Integrated Operation: Building Heating Energy: Air conditions and procedures when available. Where no applicable procedures economizers shal be capable of providing partial cooling even when e>dst, data shall be furnished by the equipment manufacturer. , add t ional mechanical cooing Is required to meet the remainder d the 1411.3 Combination Specs and Service Water Heat Ing: For combination cooing toad. Controls shall not preclude the economizer operation when space and service water heaters with a principal function of providing space mechanical cooling is requied srnukaneously. Z heat, the Combined Annual Efficiency (CAE) may be calculated by using Exception: Economizers on individual, direct expansion, < !- cooling systems with capacities not greater than 75,000 Btu/h ASHRAE Standard 124 -1991. Storage water heaters used in combination 1- Z space heat and water heat applications shall have ether an Energy FActor may include controls that knit simultaneous operation of the W (EF) or a CAE of not less than the folbwhg: economizer and mechanical cooling for the purpose of .e _ preventing ice formation on cooling coils. SF CAE 1414 Ducting Systems J U < 50 gal storage 0.58 0.71 1414.1 Sealing: Duct work which is designed to operate at pressures U 0 50 to 70 gal storage 0.57 0.71 above 1/2 inch water column static pressure shall be sealed in accordance U) W with Standard RS-18. Extent d sealing required is as follows: > 70 gal storage 0.55 0.70 W I ' 1411.4 Packaged Electric Heating and Cooling Equipment: Packaged 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. ,-.t I-.- electric equipment providing both heating and cooling with a total cooling 2. Static pressure: 2 inches to 3 inches; seal all transverse Joints U) IL capacity greater than 20,000 Btu/h shall be a heat pump. and longitudinal seams. W O Exception: Unstaffed equipment shaelters or cabinets used solely 3. Static pressure: above 3 inches; seal all transverse joints, for personal wireless service facilities. iongtudinal seams and dud wall penetrations. 1 412 Controls Duct tape and other pressure senstive tape shall not be used as the -I 1412.1 Temperature Controls: Each system shah be provided with at least primary sealant where ducts are designed to operate at static pressures of U - < one temperature control device. Each zone shall be controlled by individual 1 inch W.C. or greater. U) thermostatic controls responding to temperature within the zone. At a 1414.2 insulation: Ducts and plenums that are constructed and function = minimum, each floor of a building shall be considered as a separate zone. as part of the building envelope, by separating interior space from exterior I- _ licable reuirements of Chater 13 1412.2 Deadband Controls: When used to control both comfort heating space, shall meet all appqp. These Z F ,,, , and cooling, zone thermostatic controls shall be capable of a deadband of requirements include insulation installation, moisture control, air leakage, at least 5 degrees F wthh which the supply of heating and cooing energy and building envelope insulation levels. Unheated equipment rooms with Z 0 to the zone is shut off or reduced to a minimum. combustion air louvers must be isolated from the conditioned space by W W Exceptions: insulating surfaces to a minimum o f R -11 and any exterior envelope 1. S eclat occupancy surfaces per Chapter 13.Outside air dud runs are considered building p pa cy, special usage, or code requiremen envelope unti they, rJ where deadband controls are not appropriate. ,--, a. connect to the heating or cooling equipment, or O - 2. Buidings complying with Section 1 141.4, if in the proposed b. are isolated from the exterior with an automatic shut -off damper 0 1- building energy analysis, heating and cooing thermostat set points are set to the same temperature between 70 Once outside air duds meet the above fisted requirements, any runs W W degrees F and 75 degrees F inclusive, and assumed to be whin conditioned space must comply with Table 14 -5 requirements. 'I rJ constant throughout the year. Other duds and plenums shall bethermaly insulated per Table 14 -5. 3. Thermostats that require manual changeover between Exceptions: V O heating and cooling modes. 1. Within the HVAC equipment. .. Z 1412.3 Humidity Controls: If a system is equipped wth a means for 2. Exhaust air ducts not subject to condensation. U.1 U) adding moisture, a humidistat shall be provided. 3. Exposed ductwork within a space that serves that space U = 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with only. I- 0 I-- automatic controls capable of accomplishing a reduction d energy use 1415 Piping Systems + through control setback or equipment shutdown during periods of non -use 1415.1 Insulation: Piping shall be thermally insulated in accordance with or alternate use of the spaces served by the system. The automatic controls Table 14.6. shall have a minimum seven -day clock and be capable of being set for Exception: Piping instated within unary HVAC equipment. seven different day types per week. Water pipes outside the conditioned space shall be insulated in y Exceptions: accordance with Washington State Plumbing Code (WAG 51 -26) 1. Systems serving areas which require continuous operation at 1420 SIMPLE SYSTEMS (PACKAGED UNITARY 1 the same temperature setpoint. EQUIPMENT) 2. Equipment with full load demands of 2 kW (6,826 Btu/h) or less may be controlled by readily accessible manual off hour 1421 System Type: To qualify as a simple system, systems shall be one controls. of the following: 141 2.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets 1. Air cooled, constant volume packaged equipment, which provide serving condtioned spaces shall be equipped with dampers which close heating, cooling a both, and require only external connection to { automatically when the system is off or upon power faiure. duct work and energy services. Exceptions: 2. Air cooled, constant volume split systems, which provide 1 ns 1. Systems serving areas which require continuous operation. heating, cooling a both, with cooling capacty of 84,000 Btu/h or ■ 2. Combustion air intakes. less. 3. Heating only systems which have a capacity of less than 5,000 14125 Heat Pump Controls: Unitary air cooled heat pumps shall Include ctm or which have a minimum outside air supply d less than 70 microprocessor controls that minimize supplemental heat usage during percent of the total air circulation. start-up, set-up, and defrost condtions. These controls shall anticipate All other systems shall comply with Sections through 1438. x'h�k need fa heat and use compression heating as the first staged heat. 1422 Controls: In addition t o the control re q u ons 14 is in Section 1412, '• ^. =< ?, Controls shall indicate when supplemental heating b being used through visual means (e.g., LED indicators). s :; � ; 3 ; where separate heating and cooing equipment serve the same ��: ., temperature zone, thermostats shal be interlocked to prevent .r x� C Heating Equipment Controls: Combustion heating simukaneous heating and cooling. Systems which provide heating a nd equipment , ' equipment t with with a a capacity over 225,000 Btu/h shall have modulating or . 1r`� , . , ;1s•,r• � staged combustion control. cooling sivnukaneously to a zone are prohibited. xx,Y4i . ;a,, Exceptions: 1423 Economizers: Economizers meeting the requirements of Section i 1413 shal be Installed on single package unitary fan -cooing units having -411 e, 4"y;' 1. Boilers. a supply capacity of greater than 1,900 dm or a total cooling capacity i y �y ` r: 2 Radiant Heaters. greater than 54,000 Btu/h. 1412.7 Balancing: Each air supply outlet or air or water terminal device The total capacity of all units without economizers shal not exceed fi ; shall have a means for balancing, including but nd limited to, dampers, 24 0,00 0 Blum per building, or 10% of its aggregate cooling (economizer) ;1;` ..- ,- ,:':` temperature and pressure test connections and balancing valves. capacity, whichever is greater. 1413 Alr Economizers 1424 Separate Air Distribution Systems: Zones with special process .rr'?., 1413.1 Operation: Air economizers shall be of automatically modulating temperature requirements and /or humidity requirements shall be served Ca-., , tr , outside and return air dampers to provide 100 percent of the design supply by separate air distribution systems from those serving zones requiring s , .�'�v'T4. air as outside air to reduce or eliminate the need fa mechanical cooling. only comfort condiions. _: t „i'A '. A • Rk rl e• f',., , , d a,,,..., . . ',' •A Ft Ott. 44/M a`"^.,: ,`.; }- . ,.. .., ,. ......- ..... ., , .n, c�,. . d. t. t i:'•s.L. r <iG.f, L.., ,4 t * ,., .. ..- _... _ .. ^^:F.�iFr.tA's:.gi / p is- - r — , m..4, i C-) fit,rz -- SPpA.P k ; F— 1 - — 13'1 Flfrii a. - FE t-r 4 1-1 1 . 1997"Lishin•ton State Nonresidential Ener• Code Cc -fiance Form Lighting Summa ' LTG -SUM . 1997 Washington State Nonresidential Energy Code Compliance Forms First Edition -June 1998 Project Info Project Address Date For Building Department Use Applicant Name: Applicant Address: Q • i i- Applicant Phone: 1— Z ` (Project Description I ❑New Building ❑Addition ❑ Al teration 0 UO ❑ Prescriptive ❑ Lighting Power Allowance ❑ Systems Analysis co W Compliance Option (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) W = 1— N u. • Alteration Exceptions ❑ No changes are being made to the lighting W O}} -WI , ,-_ s , • • 1997 Was ton State Nonresidential Energ Code Corn • li'" 'le Form , ` Lighting Summary sack) LTG -SUM 1997 Washington State Nonresidential Energy Code Compliance Forms First Edition -June 1998 Prescriptive Spaces Occupancy ❑ Warehouses, storage areas or aircraft storage hangers ❑ Other Qualification Checklist Lighting Fixtures: ❑ Check here if at least 95% of fixtures In the space meet all tour criteria: Note: if occupancy type is "Other• and fixture answer is checked, the number of fixtures in 1. Fixtures are fluorescent, non - lensed, with only one or two lamps, and the space is not limited by Code. Clearly indicate these spaces on plans. If not 2. Lamps are T - 5, T T - 8 or PL, and 3. Lamps are 5 - 50 Watts, and Z qualified, do LPA Calculations. Q 4. Ballasts are electronic ballasts ~ W CK Table 15 -1 Unit Lighting Power Allowance (LPA) for Interior Lighting 5 JU LPA LPA2 N p _ Use' (WItt) Use' (Wlf 0) ILI ' Painting, welding, carpentry, machine shops 2.3 Police and fire stations 1.2 -J H t Barber shops, beauty shops 2 Atria (atriums) 1 W U Hotel banquet /conference /exhibition hall''" 2 Assembly spaces ° , auditoriums, gym nasia ° , theaters 1 W O Laboratories 2 Process plants 1 2 Aircraft repair h angars 1.5 Restaurants /bars I g Q Cafeterias, fast food establishments 1.5 Retail A 1 to Factories, workshops, handling areas 1.5 Retail B Retail banking 1.5 I W Gas stations, auto repair shops 1.5 Locker and /or shower facilities 0,8 ~ I Institutions 1.5 Warehouses", storage areas 0.5 Z H Libraries 1.5 Aircraft storage hangars 0.4 Z O ■ Nursing homes 1.5 Parking garages Sete &Mtn 15.12 LL W W holesale stores (pallet rack shelving) 1.5 Dp ' M all concourses 1.4 Plans Submitted for Common Areas Only' 0 to Schools buildings, school classrooms , day care centers 1.35 Com mon area, corridors, lobbies (except mall concourse) 0.8 p ._ Laundries 1.3 Toilet facilities and washrooms 0.8 W Office buildings, office /administrative areas in facilities of H U other use types (Including but not limited to schools, 1.2 U„ ~O hospitals, institutions, museums, banks, churches) Z 11 Footnotes for Table 15 0 1. In cases in which a use is not mentioned specifically, the Unit PowerAllnwance shall be determined by the building official. This Z F... determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 1 2. The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. .J 3. Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet 4. For all other spaces, such as seating and common areas, use the Unit light Power Allowance for assembly. • . 5. Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. ■ 6. Includes pump area under canopy. 7. In cases in which a lighting plan is submitted for only a portion of a floor, a Unit Lighting Power Allowance of 1.35 may be used for usable office floor area and 0.80 watts per square foot shall be used for the common areas, which may include elevator space, lobby area • and rest rooms. Common areas, as herein defined do not include mall concourses. 8. For the fire engine room, the Unit Lighting Power Allowance is 1.0 watts per square foot. 9. For indoor sport tournament courts with adjacent spectator seating, the Unit Lighting Power Allowance for the court area is 2.6 watts pert/ „.` { square foot , + x •' 10. Fa both Retail A and Retail B, light for free - standing display, building showcase illumination and display window illumination installed within two feet of the window are exempt F �` !�'' y t 9 !4; Retail A allows a Unit Li g S per square 8 adjustable tungsten halogen htin Power Allowance of 1.0 watts er s uare foot. Ceiling mounted adjustable tun sten hal en and HID : fF :i ' �, merchandise dis la tlluminaries are exempt. �'r' �x?` P y P t ate rt Retail B allows a Unit Lighting Power Allowance of 1.5 watts per square foot, including all ceiling mounted merchandise displayf- Y ° °, luminaries. 4 ,r,,1zti 11. Provided that a floor plan, indicating rack location and height is submitted the square footage for a warehouse may be defined, for r l r '_ ":� > : i computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) ° of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. , ,,?0,00 h P 9 v r. . ; , } g . ... "........... , ».n+ m .N :y •.M. t -. rit .... .. .. 1..... .. �:, N!' ... v.. T y rGiA.t ,Z ,'■ 1997.' '- shington State Nonresidential Energy Code Cor.. nce Form Lighting Permit P . s Checklist LTG -CHK . 1997 Washington State Nonresidential Energy Code Compliance Forms First Edition - June 1998 • • Project Address Date The following information is necessary to check a lighting permit application for compliance with the lighting requirements in the 1994 Washington State Nonresidential Energy Code. ' Applicability Code Location Building Department i (circle) Section Component Information Required on Plans Notes LIGHTING CONTROLS (Section 1513) Z y■ no n•a• 1513.1 Local controVaccess Schedule with type, indicate locations Q H. roe no n•a. 1513.2 Area controls Maximum limit per switch , ,H Z _ 1513.3 Daylight zone control Schedule with type and features, indicate locations ft I yam no n.a. vertical glazing indicate vertical glazing on plans 6 JU I yam no n.a. overhead glazing Indicate overhead glazing on plans U O I r•• no n. a• 1513.4 Display /exhib/special indicate separate controls W CO i 1513.5 Exterior shut -off Schedule with type and features, indicate location w = yea no 21.A. (a) timer w /backup Indicate location yea no n.a. (b) photocell. Indicate location f.l.l O • 1513.6 Inter. auto shut -off indicate location 2 I y■ no n.a. 1513.6.1 (a) occup. sensors Schedule with type and locations g 5 . no n.a. 1513.6.2 (b) auto. switches Schedule with y type and features (back -up, override capability); u_ • Indicate size of zone on plans N d 1 LIGHTING WATTAGE (Sections 1520 -22 or 1530 -32) H w y• no Lighting Sum. Form Completed and attached. Z 1— Schedule with fixture types, I— 0 lamps, ballasts, watts per fixture W ~ ELECTRIC MOTORS (Section 1511) ? Q yea no n.a. Elec motor efficiency IMECH -MOT or Equipment Schedule with hp, rpm, efficiency 1 I U ■ if "no" Is circled for any question, provide explanation: 0 0 Z U h- H i Z U= 0 H i Z ' i i ti I i . 1 • t Wigi;i:,44.`?, a 3 v � e,;. s 1 1 r ,ircrt4, YY+ ' .. .p:t6y . 1997 Wast on State Nonresidential Energ Code Com • i'' Form • Lighting Power Allowance Adjustments LTG -LPA 1997 Washington State Nonresidential Energy Code Compliance Forms Flrst Edition -June 1998 Project Address Date Use this form if you are claiming any ceiling height adjustments for your Ughting Power Allowances for interior lighting. The Occupancy Description should agree with the 'Use' listed on Code Table 15-1. Identify the appropriate Ceiling Height Limit (9 feet, 12 feet or 20 feet) on which the adjustment is based. The Adjusted LPA is calculated from this number and from the Allowed Watts per square foot. Carry the Adjusted LPA to the corresponding 'Allowed Watts per ft" location on LTG -SUM. . Z Adjusted Li &hting Power Allowances (Interior) z Location Allowed Ceiling Height Ceiling Height limit Adjusted LPA r (floor /room no.) Occupancy Description Watts per ftZ " for this room for this exception" Watts per ftZ 6 JU 00 CO CI LLI J tL WO } LL U) 0 � Z = Z0 2 � V O —. O N f W W H V - - u" O U N S O ;y fr Z '& 47.17, a t '* " From Table 15 -1 based on exceptions listed in footnotes aw1nY: �'. e.TGL'1 fi INAWW telat . „.... ,» . ,x ..w.m..ew,. 7,176K ..,r..�•.w . F. /A ,` t •i`l AVII .i, . {$ n. .d ! . coq .. 'r. i:r .y.. �r„+r+++^,aw•, «. - r• i t,�yl , a+y'.� • - - ,- - {/ w 1997 '•— in•ton State Nonresidential Ener• Code Cr Form Lighting Permit • . ns Checklist LTG -CHK 1997 Washington State Nonresidential Energy Code Compliance Forms First Edition • June 1998 Lighting - General Requirements 1513 Lighting Contrds . 1513.1 Local Control andAccesibility: Each space, program back -up capabilities, which preveritthelossof enclosed by walls or ceiling - height partitions, shall be provided program and time setings for at least 10 hours, if power is with Iighing controls located within that space. The lighting interrupted. controls, whether one or more, shall be capable of turning off 1513.6 Automatic Shut - Oif Controls, Interior: Office all lights within the space. The controls shall be reacily buildings greater than 25,000 ft and all sdiool classrooms accesble, at the poirt of entry/exit, to personnel occupying or shall be equipped with separate automatic controls to shut off < • usingthe space. tie lighting during unoccupied hours. Automatic contrds may Exceptions: The fdlowing lighting controls may be be an occupancy sensor, time switch, rx other device capable W centralized in remote locations: of automatically shutti off ighting. Q Ce j 1. Lighting controls for spaces which must be used Exceptions u - U as awhde. 1. Areas that must be continuously illuminated, or 0 0 illuminated in a manner requiring man 2. Automatic controls. 9 W 3. Controls requiring trained operators. operation of the lighting. J I 4. Controls for safety hazards and security. 2. Emergency lighting systems. N LL 1513.2 Area Controls: The maximum lighting power that may 3. Switchhg for industrial or manufacturing process W 0 fadlities as may be required forproduction. be controlled from a single switch or automatic control shall not exceed that which is provided by a twenty ampere circuit 15136.1 Occupancy Sensors: Occupancy sensors shall be loaded to not more than eighty percent. A master control may capable of automatically tuning off all the lights in an area, no IL Q be installed provided the indiudual switches retain their more than 30 minutes after the area has been vacated. U) d capability to function independently. Circuit breakers may rot 1513.6.2 Automatic Time Switches: Automatic time switches = W be used as the sde means d switching. shall have a minimum 7 day clock and be capable of being set Z I Exceptions: for7 different day types per week and incorporate an automatic holiday "shut -off" feature, which turns off all loads for at least 1. Industrial or manufacturing process areas, as 24 hours and then resumes normally scheduled operations. W 'Li may be required forproduction. Automatic time switches shall also have program back -up 2 j 2. Areas less than five percent of the building capabilities, which prevent the loss of program and time D 0 footprint for footprints over 100,000 ft settings for at least 10 hours, if power is interrupted. 0 N 151a3 Daylight Zone Control: All daylighted zones, as Automatic time switches shall incorporate an over -ride 0 1— defined in Chapter 12, both under overhead glazing and switching device which: = W adjacent b vertical glazing, shall be provided with individual a. is readily accessble; 1— U contrds, ordaylight - or occupant-sensing automatic controls, I— which control the lights independent of general area I ghting. b. is located so that a person using the device can see �- p y Lighting the lights or the areas cortrolled by the switch, or so Z that the area being illuminated is annunciated; W 1513.4 Dis play, Exhibition, and S cialt Li htin ci Controls: All display, eAlibition, or specialty lighting shall be c. is manually operated; 0 F— controlled independently of general area lighting. 1513.5 Automatic Shut -off Controls, Exterior. Exterior d. allows lighting to remain on for more than two Z lighting not intended for 24 -hour continuous use shall be hours when an over -ride is initiated; and Z automatically switched by timer, photocell, ore combination of e. controls an area not exceeding 5,000 ft or 5 percent timer and photocel. Automatic time switches shall also have of footprint for footprints over 100,000 ft whichever is greater. 1 , ' . . L izal,' A ) • v C" A .4 t t ' 4. V ,t is r iM rip ,, r , . {- , r . ,., . r; ,, ,:.. >•d ? ali.em:JVttx ?drill d 02,1;' 6.i:AYkitt• w'.3;. : .a•• '•••`•.' r ,..... .,6,4,:..n. ct. g yam; + f�' •xf IV I y swxw. t:+ F,$.ti•!'1�3rs�t�t„�'t °.1.Aea�. A :�.Nr�.�.fNd1`7 A;fX�.r' f r . . . -, - .," . "i. cr - -s - i s \ ...• ) t ---,, !' Z < . • GEOTECHNICAL ENGINEERING STUDY I-- Z ) PROPOSED SLEEP TRAIN ADDITION re al 235 STRANDER BOULEVARD 6 D TUKWILA, WASHINGTON -J 0 O 0 CO ° CO IJJ 11.I x 1 ---, E-9964 O ' w u _ ! 0 . . w 0 4 .- ' January 18, 2002 g 5 u_ < r A . ., 1 , I0' co PREPARED FOR y a FANA CORPORATION Z I.- 1 \ ‘.0 _ , • . - al uj D 0 1 0 - 0 S 1AYIkte 5t'/ itA-4°‘.4 0 I-- IL F . '1 o Mitchell G. Mc innis 1-17= Project Geologist L i - . o z ti i co Z ) ' .\ ••• • • 4 Ai: 8 49 • / -41 '.'N 0 434 r2i 1 1 ,, Ly) 14 ; CP- -, f N \ ' I I EXP1R FS 7 4 f i L3 ,907. _ 1 , ' ; ' .) -----------1 i !:, ' Ll I MAY 1 6 2003 I I - I i Raymond A. Coglas, P.E. ,, , : . . Project Manager .......ii Earth Consultants, Inc. .____ .......___ i io la F.Iff)DI [IC t T- E 1805 - 136th Place Northeast, Suite 201 d 1 .--,1 l r i - . - -- --- . - , .k • v Bellevue, Washington 98005 - 1177't (425) 643-3780 Toll Free 1-888-739-6670 r' RECEIVED RECEIVED CITY OF TUKWILA ,,,, i 4t.kit-4 CORRECTION APR 0 1 2003 nr - :'i ..) :_...:`") '‘ISYP.111 o%4A 4 r 5c4 4 LTR#...... PERMIT CENTER SHUTLER CONSULTING ENGRS 4.4. 0 2 3 cli f4;:LI t. varrassrarrmairsiii . - " -- z=zusiiiiiiiiisraa i 1 I : S Dear Mr. Chase: 2 • ', We are pleased to submit our report titled "Geotechnical Engineering Study, Proposed Sleep N D Train Addition, 235 Strander Boulevard, Tukwila, Washington ". This report presents the i w results of our field exploration, selective laboratory tests, and engineering analyses. The z F purpose and scope of our study were outlined in our December 19, 2001 proposal. z a Ww Based on the results of our study, it is our opinion the proposed building addition can be 2 o constructed generally as planned. Foundation support for the proposed addition can be o cn provided using a conventional spread and continuous footing foundation system bearing on o i- existing competent fill soils, or on structural fill used to modify existing site grades. ._ o u -p We understand the building addition will be constructed at or near existing site grades. z Raising of site grades adjacent to the existing building should be limited to twelve (12) inches 0 or less due to the potential for fill induced settlements of the existing building foundation. o i Building settlement estimates and specific foundation design recommendations are provided in Z this geotechnical engineering study. We appreciate this opportunity to have been of service to you. If you have any questions, or if we can be of further assistance, please call. . Respectfully submitted, J � • , EA - ONSULTANTS, INC. // , r F ; .t ' a r end A. -oglas, P. �' 11, Project Manager : 3 . MGM/RACQme ; 4 -, 'Y' Avte 1805 - 136th Place N.E., Suite 201, Bellevue, Washington 98005 Bellevue (425) 643 -3780 FAX (425) 746.0860 Toll Free (888) 739.6670 4ip fir; a S. � '' ,1''jtin. e. ',` . „ .. . . .,.. r a... w ..c ... w....N+r>•a. .. +awtx+amwnraa,+,..,.....- E..,., +....,r ae as r. «5555 .. .. . _. }} . 5.555 _. Y..N µtMnVY11A1tiK.Yrv . rllY.....rt..... .. �'"ti .,.'}.( 1i 5 7 • TABLE OF CONTENTS E -9964 PAGE INTRODUCTION 1 re 6 General 1 6 1 Project Description 1 j o w w SITE CONDITIONS 2 -J i .,., Surface 2 o Subsurface 2 V W 2 Groundwater 3 • . J Laboratory Testing 3 N = a DISCUSSION AND RECOMMENDATIONS 3 z General 3 o Site Preparation and General Earthwork 4 z Foundations 6 ? W Retaining Walls 7 N ; ` S lab -on -Grade Floors 7 0 � .` Seismic Design Considerations 8 _ � , Excavations and Slopes 9 +- r _- : a Site Drainage 9 z � . LIMITATIONS 10 0 Additional Services 10 z. LEA L C :; Y' s: f; 1 1 nvVZ'(X 1 ,t; " ; . .,,... ._. _....... ., .. _...:...t, .... ... +14- . ..,....., r w 0 \ 1 • ^� a s, TABLE OF CONTENTS. Continued i E -9964 z , Q APPENDICES , � . Appendix A Field Exploration Appendix B Laboratory Test Results -J o CO o CO w 9 ILLUSTRATIONS LIJ i s , o Plate 1 Vicinity Map w j 2 Plate 2 Boring Location Plan ga D Plate 3 Typical Footing Subdrain Detail U- a 52 a Plate Al Legend _ Plates A2 through A5 Boring Logs Z ~ 1 z o Plate B1 Grain Size Analyses ? o i U U) 1 O . I- I =w I w f- —O z ' uw co O F ... I z I 1 I 1 nit L f' t i ..j } ,,- .:,',~ . .�•wt --4. .. .. .. '.v..' .•'� •4. ✓ gar .aw rKQ+1 , wfsa ,, a ....n�unw.,xat�wrh1wYaaWN" as...- .. ... a :Y.Y y. 4 iMM%+!l(fhlffR�A�N11:�FT1 'c��� I tt ` V.i'7- —(7 GEOTECHNICAL ENGINEERING STUDY PROPOSED SLEEP TRAIN ADDITION 235 STRANDER BOULEVARD TUKWILA, WASHINGTON E -9964 ' x z w INTRODUCTION 0 0 General ° w = . This report presents the results of the geotechnical engineering study completed by Earth N u Consultants, Inc. (ECI) for the proposed Sleep Train Addition to be constructed at 235 w Strander Boulevard, in Tukwila, Washington. The general location of the site is shown on the ga Vicinity Map, Plate 1. u- = d The purpose of this study was to explore the subsurface conditions at the site and based on Z the conditions encountered to develop geotechnical recommendations for the proposed o addition. w 2 w Project Description U ° of We understand it is planned to construct an addition on the east side of an existing building = w . that occupies a portion of the site. Based on preliminary design information provided by the project architect, the proposed addition will be one story in height and will be of relatively - o lightly - loaded, wood -frame construction with a slab -on -grade floor. The proposed building will ti have a footprint of 3,000 square feet and will occupy the east - central portion of the site. The o '- approximate building footprints of the new and existing structures are illustrated on Plate 2 ! (Boring Location Plan). Based on our experience with similar structures, wall loads will likely be on the order of two (2) to four (4) kips per lineal foot, with column loads of sixty (60) to eighty (80) kips, and slab -on- grade floor loads on the order of one hundred fifty 150 pounds per square foot s 9 Y( )P P q (P fl• { We anticipate the proposed addition will be constructed at or near existing grade with little or no fill placed adjacent to the existing building. . If the above design criteria are incorrect or change, we should be consulted to review the recommendations contained in this report. In any case, ECI should be retained to perform a M1 general review of the final design. ` • °j °• sKfr . sf` Earth Consultants, Inc. { *A* ir * (744: :j;� + . , .•,t;!.s..,.•.;_ ,„,:.i.s.+:,:.0 rIRV ws...,......,. ,,.rrr.woxu. rvevwn ++.vr+..n.. ......P... ww+vwr'sw .a + >e... , . r. m. •u..v,n u+ ntrMxaPa «.vre,,.a+,.s.. »a. +.r•.•n rr.•.rreNxWhrk kRlsX3i 'w!'}pCFYJS++TA4AltA�.,n 1 • GEOTECHNICAL ENGINEERING STUDY Fana Corporation E -9964 January 18, 2002 Page 2 SITE CONDITIONS z Surface w The subject site consists of an approximately 0.8 acre, rectangular shaped lot located about 6 five hundred (500) feet east of the intersection of Southcenter Parkway and Strander -J o Boulevard in downtown Tukwila (see Plate 1, Vicinity Map). The subject site is bordered to the cn o west by a gas station, to the east by a department store, to the south by an asphalt -paved w x parking and drive area for a hotel, and to the north by Strander Boulevard. At the time our cn w study was performed, the site, existing building, proposed addition, and our exploration w o locations were approximately as shown on the Boring Location Plan, Plate 2. u`a The site is essentially flat with less than approximately three feet of elevation change within the N a limits of the site. The subject site and proposed addition area are covered by asphalt i pavement. A portion of the planned addition area contains an existing covered drive -thru area z that will be removed to make way for the addition. Vegetation is limited to planter areas within z o the southern, eastern, and western portions of the site. j uj Subsurface o w — Subsurface conditions in the vicinity of the proposed addition were evaluated by drilling two m 0 borings at the approximate locations shown on Plate 2. The borings were drilled to a o maximum depth of thirty -six and one half (36.5) feet below existing grade. Our boring logs are tii z included as Plates A2 through A5. Please refer to the boring logs for a detailed description of P _ a the subsurface conditions encountered at each boring location. A description of the field z F"- exploration methods is included in Appendix A. The following is a generalized description of the subsurface conditions encountered. At our boring locations we encountered thirteen (13) to thirteen and one half (13.5) feet of fill. The fill is comprised of two to two and one half feet of silty gravel (Unified Soil Classification, GM) overlying silty sand with gravel (SM) and sandy silt with gravel (ML). The fill soils were typically medium dense to dense and were characterized by their disturbed appearance and the presence of angular gravel fragments. The underlying native soil is comprised of silt (ML) with localized interbeds of silty sand (SM). The silt deposit contains varying amounts of sand and small rounded gravel to the maximum exploration depth of thirty -six and one half (36.5) feet. The native silt also contained trace Dr , . � ,, - +R; .�, amounts of peat (PT) and organic stringers at approximately sixteen (16) feet below grade at �.;,. G4 4J ti both boring locations.• GA, ;F At our boring locations, the existing asphalt pavement was approximately two inches thick. Earth Consultants, Inc. "• s tIkkV t ri t03 arj • GEOTECHNICAL ENGINEERING STUDY Fana Corporation E -9964 January 18, 2002 Page 3 Groundwater Light to moderate groundwater seepage was encountered at ten (10) feet below grade in a Boring B -1 and at fifteen and one half (15.5) feet below grade in Boring B -2. The seasonal 1 w water table was encountered at around twenty -one (21) feet below grade at the boring 6 locations. Based on anticipated cuts and observed site conditions it is unlikely groundwater _1 o seepage will be encountered in the site excavations especially if the grading is conducted to o during the summer. However, if seepage is encountered, the contractor should be prepared to w address seepage in site and utility excavations. The contractor should also be aware that LL groundwater levels are not static. There will likely be fluctuations in the levels depending on w o I the season, amount of rainfall, surface water runoff, and other factors. Generally, the water level is higher and seepage rates are greater in the wetter winter months (typically October g a through May). cn d = Laboratory Testing z w ►= Laboratory tests were conducted on representative soil samples to verify or modify the field 11.1 uj soil classification and to evaluate the general physical properties and engineering o i characteristics of the soil encountered. Visual field classifications were supplemented by grain o size analyses on representative soil samples. Moisture content tests were performed on all w u j } samples. The results of laboratory tests performed on specific samples are provided either at the appropriate sample depth on the individual boring logs or on a separate data sheet u. o contained in Appendix B. It is important to note that these test results may not accurately w z represent the overall in -situ soil conditions. Our geotechnical recommendations are based on U our interpretation of these test results and their use in guiding our engineering judgment. ECI o '- cannot be responsible for the interpretation of these data by others. Z In accordance with our Standard Fee Schedule and General Conditions, the soil samples for this project will be discarded after a period of fifteen (15) days following completion of this � report unless we are otherwise directed in writing. • DISCUSSION AND RECOMMENDATIONS General Based on the results of our study, it is our opinion the proposed addition can be constructed generally as planned. Building support can be provided using a conventional spread and continuous footing foundation system bearing on existing competent fill soils, or on newly =„ placed structural fill. Slab -on -grade floors may be similarly supported. •ys ✓r t.a t ` ai " .A Earth Consultants, Inc. k �' i.' 1 GEOTECHNICAL ENGINEERING STUDY Fana Corporation E -9964 January 18, 2002 Page 4 Localized areas of existing loose fill were encountered at our boring locations. If very loose to loose or unstable soil conditions are encountered at construction subgrade elevations it should be compacted in -place to the requirements of structural fill or overexcavated and replaced with structural fill. Alternatively, the footings may be extended through the loose or unstable fill to 1 z an underlying zone of competent fill. ce o Due to the potential for fill induced settlement of the new and existing structures, fill placed o adjacent to the existing structure and throughout the proposed building site should be limited to w u.1 twelve (12) inches or less. If greater thicknesses of fill are proposed, ECI should be contacted N LL to assess the settlement potential and the possible impacts to the existing building w o foundations. In either case, the existing structure should be monitored for settlement during 2 construction. g This report has been prepared for specific application to this project only and in a manner w consistent with that level of care and skill ordinarily exercised by other members of the z profession currently practicing under similar conditions in this area for the exclusive use of z o Fana Corporation and their representatives. No warranty, expressed or implied, is made. This w w a report, in its entirety, should be included in the project contract documents for the information o of the contractor. o N of- Site Preparation and General Earthwork i 0 u- The proposed building area should be stripped and cleared of existing foundations and w z pavements, and other deleterious material. Existing utility pipes to be abandoned should be v plugged or removed so they do not provide a conduit for water and cause soil saturation and o E- stability problems. Outside of construction areas, the existing pavement may be left in -place to provide an all weather construction surface. The existing pavement outside the construction areas may also be incorporated into the final pavement design, provided the pavement remains in good condition. Where the existing pavement is stripped, it may be possible to crush the pavement for use as • structural fill. Asphalt pavement reclaimed by crushing and used as fill should have a maximum size of three inches. Mixing of the crushed asphalt with a granular soil may be necessary to create a well graded structural fill material. ` sn F'i Earth Consultants, Inc. ' Q4JL5 .s'.+mr rwnn........r.. ,• 1 'A Cr — 1 • GEOTECHNICAL ENGINEERING STUDY Fana Corporation E -9964 January 18, 2002 Page 5 Following the stripping operation and excavations necessary to achieve construction subgrade elevations, the ground surface where structural fill, foundations, or slabs are to be placed should be observed by a representative of ECI. Proofrolling may be necessary to identify soft ~ z or unstable areas. Proofrolling should be performed under the observation of a representative w of ECI. Soil in loose or soft areas, if recompacted and still yielding, should be overexcavated and replaced with structural fill to a depth that will provide a stable base beneath the general o o structural fill. The optional use of a geotextile fabric placed directly on the overexcavated % W surface may also help to bridge unstable areas. ECI can provide geotextile recommendations, if necessary. co LL wo Structural fill is defined as compacted fill placed under buildings, roadways, slabs, pavements, J or other load-bearing areas. Structural fill under floor slabs and footings should be placed in a 9 horizontal lifts not exceeding twelve (12) inches in loose thickness and compacted to a = a uj minimum of 90 percent of its laboratory maximum dry density determined in accordance with Z ASTM Test Designation D- 1557 -91 (Modified Proctor). The fill materials should be placed at o or near their optimum moisture content. Fill under pavements and walks should also be w I- placed in horizontal lifts and compacted to 90 percent of the maximum dry density except for 2 the top twelve (12) inches, which should be compacted to 95 percent of the maximum dry n density. o w — During dry weather, most soils that are compactible and non - organic can be used as structural I fill. Based on the results of our laboratory tests, the fill soils encountered at the time of our "-- o exploration appear to be near their optimum moisture content and should be suitable for use in tii N their present condition as structural fill, provided the grading operations are conducted during o dry weather. However, laboratory testing indicates the fill has greater than 5 percent fines passing the No. 200 sieve. Soil with fines in this range will degrade if exposed to excessive moisture, and compaction and grading will be difficult if the soil moisture increases significantly above its optimum condition. The underlying native soils are above their optimum moisture levels and are not suitable for use as structural fill in their present condition. e If the site soils are exposed to moisture and cannot be adequately compacted then it may be necessary to import a soil that can be compacted. During dry weather, a compactible granular soil with a maximum grain size of three inches can be used. Fill for use during wet weather should consist of a fairly well graded granular material having a maximum grain size of three inches and no more than 5 percent fines passing the No. 200 sieve based on the minus 3/4- inch fraction. A contingency in the earthwork budget should be included for this possibility. ` A ry � 11 " a, �,t • t ,6• t i G . & . Earth Consultants, Inc. t * +, . :A5j 4 •'er. r � ter • • - — _. r. ,,+7$iW'+•.l.x... x 'S2G,7LL"'l —r rav "y ... ..., . . .... , ... • su' ' . ■ • .. , . . ........ ■ . 4. , • • -. GEOTECHNICAL ENGINEERING STUDY Fana Corporation E -9964 January 18, 2002 Page 6 Foundations z Based on the results of our study, it is our opinion the proposed addition can be supported on z conventional spread and continuous footing foundations bearing on existing competent fill or cc on newly placed structural fill. If loose or unstable soil conditions are encountered at the footing subgrade elevation, it should be compacted in -place to the requirements of structural o og fill, or overexcavated and replaced with structural fill. If necessary, the footings may be w z extended through the loose or unstable fill to an underlying zone of competent fill. w0 Localized areas of organic laden soil and very loose to loose soil were encountered at our boring locations. If loose soils are encountered at construction subgrade elevations they should be compacted in -place to the requirements of structural fill. If organic laden soil is encountered at construction subgrade elevations it should be overexcavated and replaced with w structural fill. z �,. o For frost protection, exterior foundation elements should be placed at a minimum depth of w w eighteen (18) inches below final exterior grade. Interior spread foundations can be placed at a minimum depth of twelve (12) inches below the top of slab, except in unheated areas, where o cn interior foundation elements should be founded at a minimum depth of eighteen (18) inches. 0 , Continuous and individual spread footings should have minimum widths of sixteen (16) and w 0 , twenty -four (24) inches, respectively. f= _p z ;; With foundation support obtained as described, for design, an allowable soil bearing capacity c N of two thousand (2,000) psf for existing competent fill, recompacted existing fill, or newly placed structural fill can be used. Loading of this magnitude would be provided with a z theoretical factor -of- safety in excess of three against actual shear failure. For short -term dynamic loading conditions, a one -third increase in the above allowable bearing capacities can be used. • With structural loading as expected, total settlement of approximately one inch is anticipated with differential movement of less than one -half inch. Most of the anticipated settlement should occur during construction as dead loads are applied. Due the potential for differential 1 settlement between the proposed and existing structures, connections between the structures i should allow for differential movements such that stress points do not develop. 1 J ��rpkkr444 , IYC�Sf Earth Consultants, Inc. i : ;.: } M ' t Er • N ,l fwaa }g .. n•.i5114 ',. .. r ,. ,} ..n•s:,.t' 'a' " W' . « .n »,.... »..— .,— ......u........ mna..- ......,....... .... ..-., ..,...... ..»...n..sa'' ...r, .+ .. .... •.IY.. K'rmx.tariYM }AeMvYMt ,,. a.......•u.... .,cxr,.b V ...AC+Yrinlm ",'.tAti:/^6!kC9M., 4 1 GEOTECHNICAL ENGINEERING STUDY Fana Corporation E -9964 January 18, 2002 Page 7 Horizontal loads can be resisted by friction between the base of the foundation and the supporting soil and by passive soil pressure acting on the face of the buried portion of the foundation. For the latter, the foundation must be poured "neat" against competent existing fill • z or backfilled with structural fill. For frictional capacity, a coefficient of 0.35 can be used. For passive earth pressure, the available resistance can be computed using an equivalent fluid 6 o pressure of three hundred fifty (350) pounds per cubic foot (pcf). These lateral resistance U o values are allowable values, a factor -of- safety of 1.5 has been included. As movement of the w w foundation element is required to mobilize full passive resistance, the passive resistance should be neglected if such movement is not acceptable. w wo Footing excavations should be observed by a representative of ECI, prior to placing forms or rebar, to verify that conditions are as anticipated in this report. An ECI representative should w periodically perform compaction testing of re- compacted existing fill or newly placed structural 52 w fill. Z F Retaining Walls w o 2 w Retaining walls that are designed to yield can be designed to resist the lateral earth pressures o w imposed by an equivalent fluid with a unit weight of thirty -five (35) pcf. If walls are to be o restrained at the top from free movement, the equivalent fluid weight should be increased to .= c • fifty (50) pcf. These values are based on horizontal backfill conditions. Surcharges due to backfill slopes, hydrostatic pressures, traffic, structural loads or other surcharge loads are `I O assumed to not act on the wall. If such surcharges are to apply, they should be added to the o co above design lateral pressure. The passive pressure, allowable bearing capacity, and friction i o I coefficient previously provided in the Foundations section are applicable to the retaining wall design. To reduce the potential for hydrostatic pressures, retaining walls should be backfilled with a free- draining material extending at least eighteen (18) inches behind the wall. The remainder of the backfill should consist of structural fill. The free - draining backfill should conform to the WSDOT specification for gravel backfill for walls (WSDOT 9 -03.12(2). A rigid, schedule 40, perforated PVC drainpipe should be placed at the base of the wall and should be surrounded by a minimum of one cubic foot per lineal foot with drain rock. The pipe should be placed with the perforations in the down position. Slab -on -Grade Floors Sly ^ ,Y., - ,.• . Slab -on -grade floors may be supported on the existing competent fill, fill soil compacted in- ` •e' , place to the requirements of structural fill, or on newly placed structural fill. Loose or unstable subgrade soils disturbed during construction should either be compacted in -place to the , : ,,ar.s requirements of structural fill or overexcavated and replaced with structural fill. 7 Earth Consultants, Inc. 46- y c 1 .era... rm81#'Sn:7s,SNSi ' r ,r.- .,.:.. ....,,,- .v,.n... .z...«, .:......,c^ rv.,:.,,- ..s,:.J;.r�rai xt:z+aTur.a.r...,..,- ....,.,. .- ......,.,, «.. r.. !.a,..w:;.rw. n+z<,:..Y ....,..,. • :■ • GEOTECHNICAL ENGINEERING STUDY Fana Corporation E -9964 January 18, 2002 Page 8 The building slab should be underlain by a capillary break consisting of a minimum of four inches of free - draining sand or gravel. In addition, a vapor barrier such as a 6 -mil plastic membrane should be placed beneath the slab. Two inches of damp sand may be placed over the membrane for protection during construction and to aid in curing the concrete. w cc Seismic Design Considerations o to o The Puget Lowland is classified as a Seismic Zone 3 in the 1997 Uniform Building Code L (UBC). Earthquakes occur in the Puget Lowland with regularity, however, the majority of these events are of such low magnitude they are not felt without instruments. Large earthquakes do w o occur, as indicated by the 1949, 7.2 magnitude earthquake in the Olympia area, the 1965, 6.5 magnitude earthquake in the Midway area, and the 2001, 6.8 magnitude Nisqually earthquake. u _ a u) There are three potential geologic hazards associated with a strong motion seismic event at this site: ground rupture, liquefaction, and ground motion response. z r- 1- o zr- Ground Rupture: The strongest earthquakes in the Puget Lowland are widespread, subcrustal events, ranging in depth from thirty (30) to fifty-five 55 miles. Surface faulting o 9 9 P Y( ) (55) 9 from D these deep events has not been documented to date. Therefore, it is our opinion, that the risk o of ground rupture at this site during a strong motion seismic event is negligible. w w • =U Liquefaction: Liquefaction is a phenomenon in which soils lose all shear strength for short u o periods of time during an earthquake. Groundshaking of sufficient duration results in the loss tii z of grain to grain contact and rapid increase in pore water pressure, causing the soil to behave _ as a fluid. To have a potential for liquefaction, a soil must be cohesionless with a grain size o r- distribution of a specified range (generally sand and silt); it must be loose; it must be below the Z groundwater table; and it must be subject to sufficient magnitude and duration of groundshaking. The effects of liquefaction may be large total and /or differential settlement for structures founded in the liquefying soils. In our opinion, a moderate risk of liquefaction exists at the site due to the loose deposits of fine- grained native soil and the presence of a relatively shallow groundwater table. However, due to the presence of the existing thirteen (13) feet of fill overlying the native soils, there is a low susceptibility for liquefaction of the soils at the proposed footing or slab elevation. Isolated areas may be subject to liquefaction during a seismic event, however, the affect on the planned addition is anticipated to be minimal, provided the recommendations contained in this report are followed. We estimate seismically induced settlement could be in the range of one ` to two inches. f 4Ni� �iti " Earth Consultants, Inc. O w't .Y: -,•' � YY. M l?MM�i�j : max; . •.rn....•.n........0 .- ...a, Y. .. ..+v . m .n . .. ti:Ya:N•^1'v .. "fimi+l:lb .. 5''1y .rri r..... ..' e. ...rn- .r"...M.V aaT YiAit:lNi:rt!'f# AH.-0;X ^'A7•wrr r GEOTECHNICAL ENGINEERING STUDY Fana Corporation E -9964 January 18, 2002 Page 9 Ground Motion Response: The 1997 UBC seismic design section provides a series of soil a types that are used as a basis for seismic design of structures. Based on the encountered soil . _ t` conditions, it is our opinion that soil type SE, Soft Soil Profile from Table 16 -J should be used w for design. J o U O Excavations and Slopes co W J The following information is provided solely as a service to our client. Under no circumstances cn u _ should this information be interpreted to mean that ECI is assuming responsibility for w o construction site safety or the contractor's activities; such responsibility is not being implied and should not be inferred. co In no case should excavation slopes be greater than the limits specified in local, state _ (WISHA), and Federal (OSHA) safety regulations. Based on the information obtained from our Z subsurface exploration, the site soils encountered at our boring locations would be classified w o as Type C by OSHA/WISHA. Temporary cuts greater than four feet in height in Type C soils ? o should be sloped at an inclination of 1.5H:1 V (Horizontal:Vertical). If slopes of this inclination, o { or flatter, cannot be constructed, temporary shoring may be necessary. o W w Shoring will help protect against slope or excavation collapse, and will provide protection for 0 workers in the excavation. If temporary shoring is required, we will be available to provide o shoring design criteria. 052 3 Permanent cut and fill slopes should be inclined no steeper than 2H:1V. Cut slopes should be o observed by ECI during excavation to verify that conditions are as anticipated. Supplementary recommendations can then be developed, if needed, to improve stability, including flattening of 0 slopes or installation of surface or subsurface drains. Site Drainage 0 Light to moderate groundwater seepage was encountered at ten (10) feet below grade in Boring B -1 and at fifteen and one half (15.5) feet below grade in Boring B -2. The seasonal water table was encountered at around twenty -one (21) feet below grade at the boring ' locations. Based on observed soil and groundwater conditions, it is unlikely groundwater will be encountered in the footing excavations. However, groundwater could be encountered in deep utility trench excavations. If seepage is encountered in foundation or utility excavations during construction, the bottom of ! •, ACC^OSf + iC;eS the excavation should be sloped to one or more shallow sump pits. The collected water can per ° . i then be pumped from these pits to a positive and permanent discharge, such as a nearby storm drain. Depending on the magnitude of such seepage, it may also be necessary to interconnect the sump pits by a system of connector trenches. , 3 _.f ` Earth Consultants, Inc. • 77ht 4 1 : 1j' r f 1 ■ • • GEOTECHNICAL ENGINEERING STUDY Fana Corporation E -9964 January 18, 2002 Page 10 The appropriate locations of subsurface interceptor drains, if needed, should be established z during grading operations by ECI's representative at which time the seepage areas, if present, , i z may be more clearly defined. cc 1 JU During construction, the site must be graded such that surface water is directed off the site, _1 o and away from the existing building, proposed addition, and areas to receive fill. Water must c not be allowed to stand in areas where the building, slabs, or pavements are to be constructed. J i Loose surfaces should be sealed by compacting surfaces to reduce the potential for moisture co u _ infiltration into the soils. Final site grades must allow for drainage away from the building w o foundations. The ground should be sloped at a gradient of 3 percent for a distance of at least ten feet away from the proposed addition and existing building, except in paved areas, which a can be sloped at a gradient of 2 percent. 5.9. a I— Ill Z = • Footing drains should be installed around the perimeter of the addition, at or just below the i_- invert of the footing, with a gradient sufficient to initiate flow. A typical detail is provided on 1.- o Plate 3. Under no circumstances should roof downspout drain lines be connected to the 2 n footing drain system. Roof downspouts must be separately tightlined to discharge. Cleanouts B ° should be installed at strategic locations to allow for periodic maintenance of the footing drain o and downspout tightline systems. = w . t— ' LIMITATIONS "-- o z Our recommendations and conclusions are based on the observed site materials, selective F. F. laboratory testing, engineering analyses, the design information provided us, and our o F- z experience and engineering judgment. The conclusions and recommendations are professional opinions derived in a manner consistent with that level of care and skill ordinarily exercised by other members of the profession currently practicing under similar conditions in this area. No warranty is expressed or implied. The recommendations submitted in this report are based upon the data obtained from the borings. Soil and groundwater conditions between borings may vary from those encountered. 1 • The nature and extent of variations between our exploratory locations may not become evident until construction. If variations do appear, ECI should be requested to reevaluate the recommendations of this report and to modify or verify them in writing prior to proceeding with the construction. Additional Services t A ,.....„ As the geotechnical engineer of record, ECI should be retained to perform a general review of ``; the final design to verify the earthwork, foundation and infiltration recommendations have been ' # enr i q ` 1,f w • properly interpreted and implemented in the design and in the construction specifications. , xr; r Earth Consultants, Inc. ���-� 4- . .. i. . uniisswcs ,.•..a:.rr.:.t........i ....<. i. "." , .....,..._ .... ...,.....,..,..K,., .n.w. .n,.,,,,, .,., o.... way ^: ?�?k4A' «`: ' ^, , — r - • GEOTECHNICAL ENGINEERING STUDY Fana Corporation E -9964 January 18, 2002 Page 11 ECI should also be retained to provide geotechnical services during construction. This is to observe compliance with the design concepts, specifications or recommendations, and to Z facilitate design changes in the event subsurface conditions differ from those anticipated prior z to the start of construction. We do not accept responsibility for the performance of the ce foundation or earthwork unless we are retained to review the construction drawings and 6 . specifications, and to provide construction observation and testing services. o o W= I— b 0 W Q N 2 Z �. H o Z I--. W W ' o .� . • W 0 . Z V 4 Z i i i , . I , 4 :- '�' :}} `y f Earth Consultants, Inc. L rx: i iic �`'�ja' 1 Q f , ,- try • r ft, .. .: _... .. x.' «r .............. .:...,.,.. .:a::..;...,.m... .... ..,.... ... ..- �..... ..... ... ... ... - -.. ..,... u...;u •:uam'.:... .:•.:,. ........,..... -...vo .., «.... .. .... ..,.... .n.rnw y;wKB w+aiarrw. • 1.1.16771 ST Reference: Puget Sound Area King County / Map 655 By Thomas Brothers Maps Dated 2002 NOTE: This plate may contain areas of color. ECI cannot be responsible for any subsequent misinterpretation of the information resulting from black & white reproductions of this plate. Earth Consultants, Inc. Geotechnical Engineers. Geologists & Environmental Scientists Vicinity Map Sleep Train Addition Tukwila, Washington Drwn. GLS Date Dec. 2001 Proj. No. 9964 Checked MGM Date 12/31/01 Plate 1 Existing Parking Area Existing Parking Area LEGEND B-1-1—Approximate Location of ECI Boring, Proj. No. E -9664, Dec. 2001 Subject Site 7 Proposed Building Addition Approximate Scale 20 40 80ft. Earth Consultants, Inc. Geotechnlcal Engineers. Geologists & Environmental Scientists Boring Location Plan Sleep Train Addition Tukwila, Washington NOTE: This plate may contain areas of color. ECI cannot be responsible for any subsequent misinterpretation of the information resulting from black & white reproductions of this plate. Drwn. GLS Date Dec. 2001 Proj. No. 9964 Checked MGM Date 12/31/01 Plate 2 r Slope To Drain 6 inch ml 18 inch min. 4 inch min. Diameter Perforated Pipe Wrapped in Drainage Fabric 1 2 inch min. / 4 inch max. .,.•.• 0 O • 12 inch min. SCHEMATIC ONLY - NOT TO SCALE NOT A CONSTRUCTION DRAWING I 2 inch min. LEGEND Surface seal; native soil or other low permeability material. Fine aggregate for Portland Cement Concrete; Section 9- 03.1(2) of the WSDOT Specifications. Drain pipe; perforated or slotted rigid PVC pipe laid with perforations or slots facing down; tight jointed; with a positive gradient. Do not use flexible corrugated plastic pipe. Do not tie building downspout drains into footing lines. Wrap with Mirafi 140 Filter Fabric or equivalent. Earth Consultants Inc. Gootechnical Engineers, Geologists & Environmental Sc enibts Proj. No. 9964 I Drwn. GLS Date Jan. '02 TYPICAL FOOTING SUBDRAIN DETAIL Sleep Train Addition Tukwila, Washington Checked MGM [Date 1/ 21/02 I Plate 3 z ~w re 2 JU O 0 coo J= H w LL w0 • 5 LL. =• d �w z= HO w~ • w O C3 O - O E- ww H r- UO z w U= O 1' z —. - -- • - v,. ;r A '.\ • Th ••••• • • APPENDIX A FIELD EXPLORATION E -9964 z i Our subsurface exploration was performed on December 28, 2001. Subsurface conditions at .� w the site were explored by drilling two borings to a maximum depth of thirty -six and one half D (36.5) feet below existing grade. The borings were drilled by Bortec, Inc. using a Modified B- _1 o 24, trailer- mounted drill rig. Continuous - flight, hollow stem augers were used to advance and co O support the boreholes during sampling. ur I CO LL Approximate boring locations were estimated by pacing from features depicted on a site plan w 0 provided by the project architect. Boring elevations were estimated relative to one another with an assumed base elevation of 100 feet. The locations and elevations of the borings u. should be considered accurate only to the degree implied by the method used. These c_2 a • approximate locations are shown on the Boring Location Plan, Plate 2. t- _ z The field exploration was continuously monitored by a geologist from our firm who classified w o t he soils encountered, maintained a log of each boring, obtained representative samples, and w observed pertinent site conditions. d tit sitditi All samples were visually classified in accordance with the D 0 (3 H Unified Soil Classification System which is presented on Plate Al , Legend. Representative soil samples were collected and returned to our laboratory for further examination and testing. = U Logs of the borings are presented on Plates A2 through A5. The final logs represent our u. o interpretations of the field logs and the results of the laboratory examination and tests of field . Cu co z samples. The stratification lines on the logs represent the approximate boundaries between F soil types. In actuality, the transitions may be more gradual. z The borings were drilled using hollow stem augers. In each boring, Standard Penetration Tests (SPT) were performed at selected intervals in general accordance with ASTM Test Designation D -1586. The split spoon samples were driven with a one hundred forty (140) pound hammer freely falling thirty (30) inches. The number of blows required to drive the last • twelve (12) inches of penetration is called the "N- value ". This value helps to characterize the site soils and is used in our engineering analyses. These results are recorded on the boring logs at the appropriate sample depths. x e i � e�:s t : c \ , Earth Consultants, Inc. I . • . ::‘,,,,,!-,i Vi i`. r' 'SY ..u.r _...., - - 7k. . •• a.. . eu.nrr a,e.w...,.. ,...........s,..xw ..✓ ...•.... • . ,....,., ..r.or,naw.:.F.n.. -,n ,.. •. ,- ,,...,,..., ._, .°,.. M,.;,,.a,:a..J......,...,. { , l'a' • -- - -- - --- • , ''.(., • MAJOR DIVISIONS GRAPH LETTER TYPICAL DESCRIPTION SYMBOL SYMBOL CI cad < GW Well- Graded Gravels, Gravel -Sand And Clean Clean Gravels 1Q gw Mixtures, Little Or No Fines Gravelly (little or no fines) 111 ` • 4 Gp Poorly Gravels, Gravel - Coarse Soils • I • I • I • gp Sand Mixtures, Little Or No Fines Grained Soils More Than y I GM Silty Gravels, Gravel - Sand - 50% Coarse Gravels With ' ' gm Silt Mixtures Q Fraction Fines( appreciable Retained On amount of fines) 4 . 4 . 4 . G Clayey Gravels, Gravel- Sand- II Z No. 4 Sieve 1 , , ii gc Clay Mixtures W Sand , , 0 0 0 , o SW Well- Graded Sands, Gravelly Ce S • And Clean Sand c ° o SW Sands, Little Or No Fines LL1 0 Sandy (little or no fines) ; . ;r ,- - ;1i., 0 0 Soi ls �::: �;,;;:. �: More Than �;e;:;y Poorly- Graded $P Poorl Graded Sands, Gravelly 0 50% Material ,,<; �y. •ii:: Sp Sands, Little Or No Fines Cl) Larger Than More Than W W � • No, 200 Sieve 50 °k Coarse $M Silty Sands. Sand - Silt Mix = Size Sands With Sn1 F— Fraction Fines (appreciable . t.;.' U) u_ Passing No, 4 amount of fines) '.•'- ••: >`:•,'•• >' $C 0 Sieve ` :.: S Clayey Sands, Sand -Clay Mixtures W ML l Inorganic Clayey Fine Silts i£ Sands; Cla Very Fine Y Y 9 SandsSilts w/ , Rock ht FlouPlastirSilty- a Sli cit rrt Y LL Q Fine Silts Liquid Limit j)1 Inorganic Clays Of Low To Medium Plasticity, Soils ed And s Less Than 50 7 CL fn = C I Gravelly Clays, Sandy Clays, Silty Clays, Lean w I ;11;11 OL Organic Silts And Organic F— Z • I I 1 1 OI Silty Clays Of Low Plasticity H • MH Inorganic Silts, Micaceous Or Diatomaceous Fine Z I' More Than mh Sand Or Silty Soils W W 50% Material Silts Smaller Than And Liquid Limit CH Inorganic Clays Of High n No. 200 Sieve Clays Greater Than 50 Ch Plasticity, Fat Clays. 0 0 0 Size 0 (n OH Organic Clays Of Medium To High 0 F— Oh Plasticity, Organic Silts W W 22! `t ` zi PT Peat, Humus, Swamp Soils Highly Organic Soils I U L ,`r, %r, %r pt With High Organic Contents — 0 W Z Topsoil ' y y y y I Humus And Duff Layer (f) Fill � �•, : ..• •• Highly Variable Constituents Z ♦••••♦ The discussion in the text of this report is necessary for a proper understanding of the nature 1 of the material presented in the attached logs. 1 DUAL SYMBOLS are used to Indicate borderline soil classification. C TORVANE READING, tsf I 2" O.D. SPLIT SPOON SAMPLER qu PENETROMETER READING, tsf W MOISTURE, % dry weight II 24" I.D. RING OR SHELBY TUBE SAMPLER P SAMPLER PUSHED * SAMPLE NOT RECOVERED i WATER OBSERVATION WELL pcf DRY DENSITY, lbs. per cubic ft. LL LIQUID LIMIT, % Q DEPTH OF ENCOUNTERED GROUNDWATER PI PLASTIC INDEX DURING EXCAVATION xF 7 SUBSEQUENT GROUNDWATER LEVEL W/ DATE "' ` ' `: ' ;� :ra d� 0. , i . Aug?. i: ,v,,, t ,.,, , 4* ? i,it Earth LEGEND O�. Consultants Inc. I �, 016 GM:IM(X.lin < i111:118111i ViS, 000104615 K 1: ivirIM111Nillol Sociil�1IS ,,' ' 7a 4:ju;if Proj. No. 9964' Date Jan.' 02 [Plate Al il; ,,,o i ( l ti „„ Boring Log Project Name: Sheet of • Sleep Train Addition 1 2 Job No. Logged by Start Date: Completion Date: Boring No.: 9964 MGM 12/28/01 12/28/01 &1 Drilling Contactor. Drilling Method: Sampling Method: • Boretec HSA SPT Ground Surface Elevation: Hole Completion: • 100' _ ❑ Monitoring Well ❑ P iezometer ® Abandoned, sealed with bentonite Z Surface Conditions: 2" As No. - . . - 8 s a) o Asphalt General w a g �; a V a a ~ .F- z. Notes ( %) BFFtt. c N o in D N Ot W ■••• j V . • GM Gray silty GRAVEL with sand, medium dense, moist (Fill) .•• U 0 ► •iii 1 - v 1 ) W •..4 W= ���N��i SM Dark gray silty SAND, dense, moist (Fill) u) U- 11.6 k4: 3 .. 2 34 ❖* ■■ a • .... us to ❖ . • � 4 n � ��0 - contains angular gravel fragmen d ■•••�� -34% fines H w •.. 5 9.5 ❖ III -6" zone of wet soil z 22 � ��••� � ' ..1 ■ • 6 III ai - becomes medium dense w I- ■ • 7 • . SM Mottled brown silty SAND with gravel, medium dense, moist (Fill) v o .W ►•• �• ❖ . 8 o H 11.3 . .. NM 20 • • II w w NI _ . .• 9 1— H 0 • . u- 0 3 ►.• Z 14.8 % 10 - light seepage at 10' v co ■ 11 :iii 1 II -6" layer of wet, poorly grad sand H I ►..♦. z •.• ML Blue gray SILT with sand, medium dense, moist (Possible Fill) • t;•j• 12 - . ❖ • 4 I. • � , 13 • ; . ❖ .i - contains gravel 14 ML Blue gray SILT with sand, loose wet • 50.9 15 7 • 16 . ML Dark brown SILT with organics, loose, wet . 17 18 l u El I a', il. . 0 19 x : ri r k ,a p, 4 4 h% Boring Log _ ;,z i, i I + 4 ,. ,T,> i i t ' Earth Consultants Inc. Sleep Train Addition 8 I \Air s Grcmct�n lydlFnglnrc�scwc�kKtLtin6FnvlmnnnrtISCIrnIL ,h Tukwila Washin R Proj. No 9964 I Dwn. GLS I Date Jan. 2002 Checked MGM I Date 1/8/02 I Plate A2 `' f� � ; Subsurface conditions depicted represent our observations at the time and location of this exploratory hole, modified by engineering tests, analysis and r, .� ;. - t udgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of nrm aNn� � vman Sari nn 1hi-. tnn w f1 �w iwL2:LC: • _" ____ —#1 7 '— .- ...., ' -- ' . ,.., '■ Boring Log Project Name: Sheet of ' Sleep Train Addition 2 2 Job No. Logged by: Start Date: Completion Date: Boring No.: 9964 MGM 12/28/01 12/28/01 B-1 Drilling Contactor: Drilling Method: Sampling Method: Boretec HSA SPT Ground Surface Elevation: • Hole Comple(ion: 100' 0 Monitoring Well 0 Piezometer El Abandoned, sealed with bentonite ' Z < No . - 6 .c - • General W • .c .0 -", a. 0 .o BloNs 2 E ar it E (n E F- Z Notes (%) Ft. 6 u; 0 (7 re 2 6 D 27.6 - - • • SP-SM Grades to dark gray to black poorly graded SAND with silt, medium _.i C.) * 4 14 0 dense, water beanng 0 0 e ' . 0 21 CO 0 . • CO lij / C -trace wood debris LU i a 22 ■ '0 ° a 1 -8% fines u) u_ , uj 0 , c , .c3 — M 1. 6 ' g ,, 4 . 4 ,,„, A • 0 L'I - U. < -several feet of heave in augers after drilling to 25', flushed out U) , ,, — 0 c' 0 auger prior to sampling at 25' ' . 25 30.3 , c X , Z j- 13 ',. e ■ ''"'"^*.--"". 26 1-0 ML Gray sandy SILT, medium dense, saturated to water bearing z I-- LU uj I 2 D 27 0 0 0 cn -trace organics o — 28 0 I-- , Ili w , . 29 SM Grades to gray silty SAND, very loose, water bearing '1 0 ' - I- 1 , L I 0 36.1 30 Z • lii co 3 ML Gray SILT, very loose, saturated to water bearing 31 I- Z Boring terminated at 31.5 feet below existing grade. Groundwater seepage encountered at 10.0 & 20.0 feet during drilling. Boring backfilled with bentonite and cuttings. NOTES: Boring elevations estimated relative to one another with an k, assumed base elevation of 100 feet. Borings drilled by Boretec, Inc. using a Modified B-24, trailer mounted ll rig. . 1 • , . .. , . 1 - O P :: ti, ,,„.„ T u t ,,, -, 1N4,,, O. (2 .0 , AI. 'AV Boring Log i thei( , di vIlli Earth Consultants Inc. Sleep Train Addition 8 mu), 1, lof N GrA-Ae.miewp.o.e.:4. GroioasIS & Fnvironmenral SCiemtWs Tukwila, Washington i O ,..V.Pr-0 z I li. Proj. No 9964 I Dwn. GLS I Date Jan. 2002 Checked MGM I Date 1/8/02 I Plate A3 t''gfoh- sa Subsurface conditions depicted represent our observations at the time and location of this exploratory hole, modified by engineering tests, analysis and ' judgm judgment They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of :fit , tr ent • nrcbasan•ari nn Shia Inn t411"'it.M.. , Si ,9, ,,, ,, • , .?, ,,, .vo , ," r „,,, ,,,..,,,,,,..,..,,,,.,. ,....., „. .,,... ,v,,,,,,,.,1,,,,,...... ,. 0 .. ....„,, -, _ `t cr _ :` Boring Log Project Name: Sheet of Sleep Train Addition 1 2 . Job No. Logged by: Start Date: Completion Date: Boring No.: 9964 _ MGM 12/28/01 12/28/01 B -2 Drilling Contactor: Drilling Method: Sampling Method: Boretec HSA SPT • Ground Surface Elevation: Hole Completion: 103' El Monitoring Well ❑ Piezometer ® Abandoned, sealed with bentonite General W No. o .8 0 .. L U Surface Conditions: 1.5" Asphalt Q • Notes ( %) BFt. F cn o " 03 _ in H W ►••• 0 • � GM Brown silty GRAVEL with sand, medium dense, moist (Fill) U •:•�•�4 1 — U O . .w: . to C ►���, co W • 1 . � ! A - contains pocket I layer of wet poorly graded sand �' 18.4 ��•� 3 ML Gray SILT, loose, moist (Fill) w 0 9 •� • ���* -trace organics . . : 4 - increase in gravel, becomes medium dense at 4.5' u- �� ���� , to I 10.3 � �����! 5 l- W 5 V' 00: I 2 ° , ML Gray SILT with sand and gravel, medium dense, moist, blow count ? i � • 6 elevated due to gravel and cobbles in fill; obstruction at 6' (Fill) – 0 •�•• Z II— ■ • ►.�_,._� 1/.1 w' % % % • 7 ML Gray SILT with sand, medium dense, moist (Fill) 2 o • 15.2 o • U 15 o .S*.4 8 O(n ...4 . . . : :• -refusal on large cobble at 8.5' W w • f * : I iii : •H F- ► ll. 11.5 .SS 10 0 :���• LLI Z co 23 ►� . 11 = ►• •• i • % • 12 z � ... 21.9 ��•�•�� 13 8 ML Mottled gray SILT, loose, moist • t . 14 - • • 15 -trace gravel • 26.2 -light to moderate seepage at 15.5' • 15 • . 16 -1 "- 2" thick interbeds of dark brown silt with organics 17 § 18 • .. 0 19 r , i n } ' W r:x a. 4I ill' «1h Boring Log � , ` ''' ;' '' i ' A . +�f Earth Consultants Inc. Sleep Train Addition • -T,, ; I J / Genteel Fnglrxsy>; Geologists & Fnvlmtinxnhal tickntl , Tukwila, Washington {' ' , -' k, g fi Frei. No 9964 1 Dwn. GLS I Date Jan. 2002 Checked MGM 1 Date 1/8/02 I Plate PA E A conditions ,, -. k • Subsurface con 4. depicted represent our observations at the time and location of this exploratory hole, modified by tests, analysis and � •t'�``�• `, - • judgment. w They o 1�Of'I are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of J Q I� M111 &; • , rQo M f f,..,,,,, , 427., ii ., ""`;i.Ux'r.> r '': p,. „"?::– ,. ....t<< k. <!.s – -..,.y twim•a w„4ea+: s .. • x anA•rfhktMnaan ,, .k. .., w. ,.. .,. .. .... ..... . .. . .... ,.... .W . ... ». •. Mm...... „.. .. . 4 r' . . , . . Boring Log Project Name: Sheet of Sleep Train Addition 2 2 Job No. Logged by Start Date: Completion Date: Boring No.: 9964 MGM 12/28/01 12/28/01 B-2 Drilling Contactor. Drilling Method: Sampling Method: Boretec HSA SPT Ground Surface Elevation: Bole Completion: 103' ❑ Monitoring Well ❑ Piezometer (gl Abandoned, sealed with bentonite _ z General W BNk . a E a a co $ , S Notes ( %) Ft. g ,,I. n ° c D c)' F — W 40.7 W5 •7 ML Gray SILT with sand, loose, wet - J U 6 21 U)0 22 -trace peat stringers j I - becomes water bearing at 21' co uL w 0 23 22 } 24 I1. a !- = a 38.6 25 Z H 5 26 1- 0 LIJ w 27- U co 28 0 h- { 29 H U • tL O 160.6 '' -'' ` "' 30 PT Dark brown silty PEAT, very loose, wet iii N 3 !. . - 1,: V 31 ML Gray to brown SILT, very loose, wet Z H 32 ( - contains organic layers 33 k 34 - 51.5 35 4 Boring terminated at 36.5 feet below e,asting grade. Groundwater seepage encountered at 15.5 and 21.0 feet during drilling. Boring backfilled with bentonite and cuttings. :.�<,: �,.F _ I � @ ' i. a. :(; ■•0. ,1111. � � , Earth Consultants Inc. b - N Sleep Train Addition t . i ff N uW Gr ledmlral finglnetar G oiostsm & F]ivlmnmanral!;c entt 13 ( ? ; ' r CD � Tukwila, Washington � ,;;,�. ., r� t Proj. No 9964 I Dwn. GLS I Date Jan. 2002 Checked MGM I Date 1/8/02 I Plate A5 �', Subsurface conditions depicted represent our observations at the time and location of this egloratory hole, modified by engine tests, analysis and : ; . 44 Lodgment. They are not neoessari representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of Mma nt n.n. n.+f.rl .n fl�io I„n r; r.5+ ! tt • I w T O m n 0 -D v Cl) � m CD m Z cn W m CO c r U 1 r� , ` '� , t NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. • . . -�- •_ --- — - — - - - 7 • SIEVE ANALYSIS HYDROMETER ANALYSIS - 72 — r — ----I SIZE OF OPENING IN INCH I NUMBER OF MESH PER INCH, U.S, STANDARD GRAiN SIZE iN MM +� O Z L,t N N v a �m.-N �b O t O O O 00 O p 0 O O O O O O N § . LB. '''';.:1 et O pp e - to 'a N oi r .- m w gt 00$ r- N c9 O O S R N O O O O O O 0 p 100' w _ .0 - - r t-- 1 \ - • - - - - ~" ( _ .o t rn �� = 90 ( � �� 1 10 Z}\ j . �. 0 R 80 20 N m -fl 1 30 m �n b m 0 O Z d ' 1 60 I 40 -� s C 0...... ' Z C1 y - m i 50 - 50 _ ta, 1 ' * 40 - ` 60 W ~' m 1 co c i p N n 1 30 4 7U m 1 La A 20 1 80 _ a 10 �® 90 cn 0 I 1 1 1 1 1 1 _ 1 1 1 1 1 1 1 I I I_I l I_ 11 1 1 (1_l _ 100 �� C I- C O 0 O f0 M N O O CO �Q M N CO co M N O lD Q M N O t0 Q M N a� v E - o D M N GRAIN SIZE IN MILLIMETERS 0 0 0 0 0 . o o ° o o ° o 0 Z '' �' y C OBBL ES COARSE j FINE COARSE I MEDIUM ( FINE FINES co W N 1 GRAVE SAND I ' I , N. m 0 o w > D Boring or DEPTH Moisture o 0 ' a D K EY Test Pit No. (ft.) USCS DESCRIPTION Content %) LL PL Cs) rt fA rm.= 0 0 C/) 0 B -1 2.5 SM Dark gray silty SAND 11.6 - -- - -- sv B -1 20 SP /SM Dark gray to black poorly graded SAND with silt 27.6 - -- - -- is r , .x °;x ' :. ;..... ` = ��:;� = - ... - N OTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN - .:; , ` '. ° ate: ; 4�0 ' . IS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. mot - q t, r .. { }] �' ; � ?' � ° I : viiiii • - -, s . r " AM AN SHUTLER Pti ' - CONSULTING JOB 235 Strander Blvd Building IIM = ENGINEERS, Inc. SHEET NO. COVER OF CALCULATED BY jch DATE 7/15/02 12503 Bel -Red Road, Suite 100 CHECKED BY DATE Bellevue, Washington 98005 SCALE (425) 450 -4075 FAX (425) 450 -4076 JOB NUMBER 01 -65 Z STRUCTURAL CALCULATIONS FOR: i 1- re 2 LLI ADDITION TO -i o 235 STRANDER BOULEVARD BUILDING u) O , ? • TUKWILA, WASHINGT 4l - •'� r-- ° - -- � T � w i ■ PROPOSED BY: i `'n �a N = FANA GROUP OF COMPANIES „,, I W 16 SOUTHCENTER PARKWAY, SUITE 204 C. i E4.0 ''... z • ' TUKWILA, WA 98188 O . ''A / 1� ,. Z o al uj • A. <T P'"�' � . . ) 2 o ARCHITECT: Vr ' : si �a o �' 1 y ♦ , W WILL HARRIS ARCHITECTS J 3 � 1 ' l!iL r � • = v rz i i _ .... _ _ _ _. _ _ 1 c " a , : . . a L Li MAY 1 6 2003 .� t k A , " 44 or DiDatI 35 I tE,'I Niti 1: . . 1 ".'i l , ki D41 :/ ..,, . x.e- ,...;.:.t...:;,;.:..;l. nls.a,d.,.:,...us,..:, •,:L:., .r...,w .r .+..,... ..... ... ... ..... .... ...,. ....,:,»,,... " ,.. „. ..:. •.. ».,. , «_,.....�»...... ..,, G, . .. f .,t. ... , � .an.. .. ..... � ,. Y (. fm' ��4i‘M." roof dead load roofing insulation plywood trusses sprinkler ceiling roof live load wind uplift truss joist to v . _.� - -"__- '— _ _ -r . r C WIN .' ? r ---- Typical truss - , TJ -BeamTM v5.55 Serial Number: 18 �I JLTM OPEN WEB TRUSS @ 32.0 olc BEAMUSA 1001 12/7/01 11:06:52 AM • Page 1 of 1 Build Code: 146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0 Roof Slope: 0 1 \/ / / / \ / \/ / / / \% z 0; H a _I-: 0 30' 0 ,IL W All dimensions are horizontal. Product Diagram is Conceptual. Q LOADS: -J v Analysis for Joist Member Supporting SNOW Application. Loads(psf): 25 Live at 115% duration; 15 Dead 0 co 0 0 ' SUPPORTS: = REACTIONS(lbs.) —J I— i WIDTH LIVE /DEAD/TOT. PLY DEPTH DETAIL OTHER u. 1 2x6 Plate 5.50" 1000 / 600 / 1600 1 18.0" 2x4 Blocking W 00}. • 2 2x6 Plate 5.50" 1000 / 600 / 1600 1 18.0" 2x4 Blocking 2 3 - Left support: Top -All, Approx. clip height: 1.625 ", Approx. clip width: 7.18 ". Allowed choice(s): TOP (NO- NOTCH), TOP (U -CLIP) a. Q - Right support: Top -All, Approx. clip height: 1.625 ", Approx. clip width: 7.18 ". Allowed choice(s): TOP (NO- NOTCH), TOP (U -CLIP) = CI = W DESIGN CONTROLS: Z H MAXIMUM DESIGN CONTROL CONTROL LOCATION ._ 0 Shear(lb) 1564 1564 1579 Passed(99 %) Lt. end Span 1 under Snow Roof loading W Moment(ft-lb) 11653 11423 11946 Passed(96 %) MID Span 1 under Snow Roof loading g D 1 Live Defl.(in) 0.848 0.978 Passed(U415) MID Span 1 under Snow Roof loading U c Total Defl.(in) 1.356 1.467 Passed(U260) MID Span 1 under Snow Roof loading 0 N { - Deflection Criteria: STANDARD(LL: U360, TL:U240). C H -- -, 5 - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and 'I 0 -1 positioning of lateral bracing is required to achieve member stability. l i ~O ADDITIONAL NOTES: Iii z , co , - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this F H software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product 0 application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. - Not all products are readily available. Check with your supplier or TJ technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code NER analyzing the TJ Commercial product listed above. E . . - The open web truss analysis presented is approximate. All open web trusses are custom designed to carry the specific design loads for each project. Actual truss capacity when fabricated is limited to that required to resist the specified loads. Do not use this analysis to verify the capacity of existing trusses. ' I -4;4' T a ' ; t'1',1., '1 Al PROJECT INFORMATION OPERATOR INFORMATION: � sr� . S#efl Building - Addition John Headland �;�, 411\4 � . '� �.►2'< Shutler Consulting Engineers, Inc. '., .1> {r, 12503 Bel -Red Road, Suite 100 o u n .t Bellevue, Washington 98005 _ (425) 450 -4075 litpe '' (425) 450 -4076 fax kre .. ..- :. Copyright m 2000 by Trus Joist, a Weyerhaeuser Business. TJLTM and TJ•Beam are trademarks of Trus Joist . , ._ ` : ' . f�• . :' . . ., e• . .. . .. A. ,:i . > .: ,: i.,u °4.e { «.d w:l..0 :.r.t .,: ,a.v. -f: tea . .. ......:. ......»,..,. r•..s.tarn+iarvtvw. »w+.rantaA iA; �.ia. A �dJ'lKYMtLfiN t wind DESIGN PROPERTIES 0' • 2.0E PARALLAM PSL ALLOWABLE DESIGN STRESSES (100% LOAD DURATION) _ S hear modulus of elasticity G 125,000 psi _ _ '^ Modulus of elasticity E 2.0 x lob psi = r�� , � "_. ,•.' Flexural stress Fb = 2900 psi(s) --- Compression perpendicular to grain . + -, . r!...:- parallel to wide face of strands F • 650 psi( '� - �`.. Z Compression parallel to grain Fdl = 2900 psi 3: - ="`�' - 4. Q Horizontal shear perpendicular ; : ,� �`. � I- Z to wide fa ce of strands F • • 290 psi _ W 2 ce (1) For 12 -inch depth. For others, multiply by [- -} • t s • - �+ (2) F shall not be increased for duration of load. • ::^: -='.. _ (3) 750 psi for all Eastern Species Parallam® PSL and 1a /4" thick Western Species Parallam© PSL - - U) ALLOWABLE DESIGN PROPERTIES (100% LOAD DURATION) W 0 1 2.0E Parallam® PSI 2 2.OE PARALLAM PSL 2 `+ii + •• eu : -4� ;•Y, c DEPTH; • . .h. - s T• •'•' DEPTH: W ... . :D ESIGN PROPERT • . i* DESIGN PROPERTY. • . • _ -. - : = a : ;'" i .i" :3:4,,,i': ' 9 1/ 4" 91/2 .•- 11? / 4 " ,. ' a1% " _ .'14' .''r.`' •'t,. 9 9 11 1 /4 " 11 14" . 16" . 18' uj -`' =„ MOMEM 6,210 6,530 8,985 9,950 13,58 MOMENT (ft.lbs.) x ;,, . 9,535 10,025 13,800 15,280 20,855 26,840 33,530 Z I.- .. ,,s,....yp,,.�,wayl ..r -...r .. .-... _ _ _. _ 1 I- 0 ▪ ''s'� Ibs: ' x:=1 •: 3,130 3,215 3,805 4,020 4,735 x .SHEAR lbs. 4,805 4,935 5,845 6,170 7,275 8,315 9,350 W Lu MOMENTOFINERTIA.(isit)' 115 125 210 245 400 MOMENT OF INERTIA' (in4) 175 190 320 375 615 915 1,305 U 0 c o • `WEIGHL(Ibi: /hn_ft)t . 5.1 5.2 6.2 6.5 7.7 WEIGHT (Ibs /Isn ft) 7.8 8.0 9.5 10.0 11.8 13.4 15.1 Q I•..• .me ioldow- ,, -4, -... F.,: • ,:,., } BLS. w«: I- U . .' 3 2 PARALLAM PSL 5 /4 2.OE PARALLAM PSL u- O .,-.:. . ,; ,, z ?x 3i x- ._ - iw - • ' • t. � ' ` ' DEPTH :. . . DEPTH W - ,; • DESI PROPERTY!": - • • - - • DESIGN PROPERTY' - - U = � -q ` ',91/2!';:. � 1 " - : _14'. -16" 18 " 9 9 11 ". 11 14" 16 18' 0 F"- .= �"trJ,'_tsq�irJ.'_ = f' ._. .... :91 4..- 11/4' A•1/ e� ._.. .... _.. :x =:MOMEN Ibs:) ? 12,415 13,055 17,970 19,900 27,160 34,955 43,665 MOMENT (ft Ibs.)`•. 18,625119,585126,955 29,855140,740 52,430 65,495 ` ` HEAR;.(Ibs) •• , 6,260 6,430 7,615 8,035 9,475 10,825 12,180 . SHEAR (Ibs.): .. :,-•. 9,390 9,645 11,420 12,055 14,210 16,240 18,270 rovi .:._. .rvn:o.'.... . 175. :.- •mow_ MOM ENT OFI N' ERTI A in 230 250 415 490 800 1,195 1,700 MOMENT OF INERTIA (in 345 375 625 735 1,200 1,790 2,550 t WEIGHT;(Ibs: /tin: ft)"„ 10.1 10.4 12.3 13.0 15.3 17.5 19.7 WEIGHT (Ibs. /lin. ft) I . 15.2 15.6 18.5 19.5 23.0 ( 26.3 29.5 GENERAL ASSUMPTIONS FOR 7 2.OE PARALLAM PSL NON PARALLAM PSL ;,' • Lateral support is required at all bearing points and along compression edge at ' ^ , "` °'- �"' ' '' -' • "" ,, - __ ... . 7- . . . . i ntervals of 24" on- center or closer. r ;DESIGNPROPERTY.-'::;?.. _ . DEPTH •'^° :.1: : ;; ; -":, ' .9 9 ".: 11 ". 111 : 14" 16" 18" • Parallam® PSL beams are made without camber; therefore, in addition to corn- "'" ".. " "' plying with the deflection limits of the applicable building code, other consider- ! _ 6 OMENr(ft -lbs.j ,r. 24,830 26,115 35,940 39,805 54,325 69,905 87,325 ations, such as long term deflection under sustained loads (including creep), ponding (positive drainage is essential) and aesthetics, must be evaluated. + HEAR: Ibs. '�- 12,5 12,855 15,225 16,070 18,945 21,655 24,360 '`` ( • Roof members shall either be sloped for drainage or designed to account for _ ,�,u_ •., load and deflection as specified in the applicable building code. ,:X ' `'f'r , a . = IN 1i 4 460 500 830 975 1,600 2,390 3,400 t° �••��° 1? , ( 4,,. • :. • Reductions applied in accordance with 1994 UBC 1606, 1996 NBC 1606 and `4, 1994 SBC 1604 for floor live load; 1994 UBC 1606, 1996 NBC 1607 and 1994 '.;4--)•,11,1111114i,,,,, „�1' La N air bsdifi W 20.2 20.8 24.6 26.0 30.6 35.0 39.4 oor w3 aat�a? SBC 1604 for roof live load in non -snow (125/") conditions. ;. {i ' ;t ,. • 3 members may be two pieces of 1a /4" or a single 3 width beam. i•��•• l 'i ^`!� ■ 5 members may be three pieces 13/4", one piece 13/4" with one piece 3 ", ,44x_ or a single 5 width beam. '4''r.` r;.'' 7" members may be two pieces 1 around one piece 3 , two pieces 3 ", , yt4=k:' 0 - ';. or a single 7" width beam. .4,,,, ^ • See pages 16 and 17 for multiple member beam connections. ,x u,- ii =. g El ,.,ro. a •n,•MW!:M' " ?lMSUNtu. nrwlr...•... rH .. .. +• , . .. .. ., v ....... .. .. r..7.Y';�. 4., y}•,'�? ?L }L? ledger bolts ledger perpendicular to joist lateral gravity roof tie at concrete wall seismic wind beams grade beams capacity grade beam capacity drwaing footing for south shear wall roof wall footing north shear wall . z( , .- - — - - • '._, • 1 .•-"", Reid iddletoti A4 RECEIVED . 03 t : f or`' JUN 0 3 2[03 June 2, 2003 COMMUNITY 1 File No. 26 -03- 005- 013 -01 DEVELOPMENT I I 1 ' Engineers • ` j Mr. Bob Benedicto Planners 2 City of Tukwila Surveyors 6 V 6 300 Southcenter Blvd., Suite 100 N o . Tukwila, WA 98188 co w i . J H Subject: Building Permit Plan Review - First Submittal ; w 0 I Sleep Train Addition (D02 -351) 2 g J 1 Dear Mr. Benedicto: c0 a = w 1 We reviewed the proposed project for compliance with the structural provisions of the 0 1 • 1997 Edition of the Uniform Building Code as amended and adopted by the City of I z f--. Tukwila. The permit applicant should address the following comments. A copy of ? o la this letter was forwarded to the project contact and structural engineer for your c) N , Y 1 convenience. o - ii ,L1.1 1. The following list of comments should be responded to in itemized letter form. I-- The permit applicant should have the Engineer of Record respond and resubmit z 0 two copies of revised structural drawings and one copy of supplemental v w . calculations. All information should be submitted directly to Reid F.. I 0 I Middleton, Inc. z 2. A cut referencing Section G/S 1.0 is taken on the north side of the Foundation, , I Plan, Sheet S2.0. Section G should be identified on Sheet S 1.0. i 3. Identify where Sections A to D/S 1.0 is taken from in Plan. 4. The sill plate anchor bolts are to be embedded a minimum of 4 -1/2" per Note 3 • . 1 of the Shear Wall Schedule, Sheet S 1.0. Bolts should be embedded at least 7" per UBC Section 1806.6. Washington Oregon 5. The top of finished floor elevation should be provided in Note 2 on Sheet S2.0 Alaska ' ;:.,, El..../ .4`i, f 111 .: 0. ,, 6. The full dead load was used to calculate the resisting moment and subsequent R ; • " forces on the shear walls. Refer to calculation pages L -6 and L -8. � •,•_ overturning >1 -' - g P g ,��a. should used in combination seismic forces percent of the dead load shou be usen cominaton with sesmc orces?' p Reid Middleton, Inc. 1 E h per UBC Section 1612.3. 728134th Street SW t t,-,0,-;,.. ti Suite 200 ,,- ' J Everett, WA 98204 ;>t��� »x�' „ "';,� i Ph: 425 741- 3800r;.i 7',2 Fax: 425141 3900 r- ,,,, .. i.. .. . •r.....a...t ...... ............:!.;:...ww. .dNW4 .a�w.wa•..•w.w,..ys.. .. - „ ., ., oi.. ' .. .. .....,... ..,. ,, \a yx..i'.n..S :N@ , ., . , 'a47,4Y :' ,.� ' x:«.� " . 1 . . . r. cr • • Mr. Bob Bendicto City of Tukwila ` June 2, 2003 File No. 26 -03- 005- 013 -01 'Page 2 7. Material notes regarding the expansion bolts shown on Sheets S1.0 and S5.0 H- w should be included on the drawings. Applicable ICBO reports should be re 2 referenced. ._, U U CO D 8. Clarify how the existing concrete wall shown in Section E /S5.0 is supported w out of plane. In addition, verify that lateral seismic forces on the north and south plywood shear walls have considered loads due to this existing concrete . w O wall. tL Q Corrections and comments made during the review process do not relieve the project a applicant or designer from compliance with code requirements, conditions of approval, 11 . and permit requirements; nor is the designer relieved of responsibility for a complete Z design in accordance with the laws of the state of Washington. This plan review check w O is for general compliance with the Uniform Building Code as it relates to the project. ? Q o If you have any questions or require any additional clarification, please call. • o =4 ' w ' H Sincerely, V H• z : Reid Middleton, Inc. O K lie K. Yamatsuka, P.E. Project Manager vls \26se \planrevw \tukwila \03 \t013r 1.doc\kky cc: Will Harris, Will Harris Architects John Headland, Shutler Consulting Engineers, Inc. • kid 01 .' ;1 ■•■t;;,1 si ;i Reid iddleton ` `i} i n .. +:•. ++ .. .. .. ,, ... ,+•.,. ..6 :. a,+" ,.n •, . Au..�rie.kaJir;:dw. 'A 'MtlN4 :.i., .... ,.. :.r.... _.. k.. w.-.....: ,.,w..,..,..........w. .... ...... .... ..._ " „, .. . . - - . \• .\ 1 ) SHUTLER -, _ I CONSULTING IIM i _ ENGINEERS, INC. 12503 Bel -Red Road, Suite 100, Bellevue, WA 98005 * (425) 450 -4075 * FAX (425) 450 -4076 1 3 -12 -03 Mr. Will Harris 2955 — 224 Place S.E. Sammamish, WA 98075 ,� w Re: 235 Strander Blvd Building -1 o Permit No. D02 -351 co o WI J F-. 0 LL • w 0 D ear Will, } 2 • g J H I have received a copy of the plan review comments prepared by Ken Nelsen of the City of Tukwila, dated t , December 19, 2002. Following is my response to item 3 of that letter. co a i 1-w 3. I believe that the connections that tie the new addition to the existing building are sufficiently ? 1 ... = flexible to allow for the anticipated differential settlement and maintain the required strength. z o it W If you or the building department has any further questions regarding this issue please give me a call. • o I o � ' O 1 , Sincerely, ,w w { \ . I� �� l — u i Headland, P.E. Z ✓ co F-= O r~ Z . 1 { RECEIVED , CITY OF TUKVUn 4 ' : '. , ! „ ; t APR 0 1 2003 .,, PERMIT GENTEh , ” t ? . ` ` t , r' CORREC ION " r; i : e :,f cta., u' LTR# X1 ' ; t (�',, .v ;af 3 Th o 23S) " a 3C) '4':F.547:m's,:!, 4w .L ,. ... ,. ' ' ". " ". .., +i. t.. i. t .r_ti n r, .ts w. r,....n., .AG.,bw }w ✓vaa . ,.....ewlal r.:':V.LRi.1ti«.L:;;5i.:ws..r. ••,• ' . i.. n a ... unw' ... r...... .w wr..r- vn.t.. » ..... . .. .. ..... .. ... wn4.... SA ' l , IJ -, - -- :` William L. Harris, A.I.A. . - ARCHITECT - 2955 - 224th PI. S.E. Sammamish, WA 98075 Tel. (425) 391 -2321; Fax: (425) 391 -2750 J 3 i z r` i- W . re Li' -J C.) i March 28, 2003 c. o CD III 1 W I I LL . w Ken Nelsen, Senior Plans Examiner 2 Tukwila Building Division I- a 6300 Southcenter Blvd. = a Tukwila, WA 98188 I-- _ z Subject: Sleep Train Addition — Permit Application #D 02 -351 z 0 w j Dear Ken: D o N This letter is in response to your plan review letter dated December 19, 2002. Per your ° a l request, I am providing you with a copy of the Soils Report. ,- w 0 The report addresses issues regarding settlement and the use of spread footings. Also . z included in this resubmittal is a letter from the structural engineer. U _ } 0 I- } Thank you for your attention to this project. If you have any questions, please do not z hesitate to call. . Sincerely, - William L. Hams, A. I. A. t ' RE ' �` ��' r'. CITY OF TOM /al A } APR :.. 1 tra 0 , {.. 1 2003 1, , ty # CORRECTION : ,:' . ;, r ;, IT CE '� .r , LTR77 NTE1. ,N,0.4.0, i �" •k ,rli1 x --- D o z , ......- SP"../ <'?■1}11te,"--)i ' .= ., •.+., •.:: tl'` h:,ua.:,,i,::i;.1,:.::ctka:., +. e•:t ,;<.va ..�.�. MU.zJ :si,4.m+�mSJ.:�rns3ix n..J.:Mi::.;. �:r.,-••. .. .� ..•....., „v„ .. . N' M. 1' YJP! �Nr: Mrfrwn .+.. +aw..re.�•,wra•trrrvrK relyYhm .J:ut;at+�!7t"x�r'i'�� .ni. . , -- - - , , - - , William L. Harris, A.I.A. - ARCHITECT - 2955 - 224th PI. S. E. • Sammamish, WA 98075 • Tel. (425) 391 -2321; Fax (425) 391 -2750 _..,..._....___.. .,.,_ -------- ...,.._..,,,.,..._ __TRANSMITTAL 1.44.••••■0......4,0~....,. To: -- N tII .L S ° From: 5E14Ia pL*NS ;XaMIMP2 Date: 7/1/ (o z Ite s, Sent via: Mail it w Messenger Fax 6 Attn: Other Email o 0 Project Name & Location: 5 1t° 172-41r i I..{ AD 1:7117 0 M w z 3 90 2 - -S5 ( N Contents: uj 0 Qty u.Q Prints: cn a Specifications: i z I._ Submittals that we have reviewed (one copy retained for our files) z o Proposal 2 IA d Other: M l� F.9 - 00 pc-AR S D N 0 I- This Material is Sent: •_ uj . For your review For your records LL z 11 Per your request For your action z w i-- _ O f' �C z Comments: ¶'- �VI ttt} w 110 j4 (. F 1 r- Vtp "r - r i41S 5 r:ozr - rte ..E..r-tw rH c h-1(S IC U 1 u l L u 1,45 A) }-CO r- !o, 000 sF TO AMA 400 ! . eny o� wrome JUL 1 8 2013 P RMIT r.� ;�� - ' , . Distribution: GORREC O • yid �'W�yf 1 � Qa. . ins+, p',,� D cv;51+.T . rc�; i ' FV[ xe/ a: R +..4.:.fvt,u.ANu)a:. ..ee ors. ri; r.:.a.r.�3i:' -• :;ya;, ,H .., .. .,,. >,..,..v..,........ ,.. .. ... - ..,,.,., ..... i` ■ ■ , ■ . -\ 4. r ■ :\ 1 P ERMIT COORD COPY PLAN REVIEW /ROUTI SLIP ACTIVITY NUMBER: D02 -351 DATE: 07 -21 -03 • PROJECT NAME: SLEEP TRAIN Z SITE ADDRESS: 235 STRANDER BL ' , m Z w Original Plan Submittal Response to Incomplete Letter # v o X Response to Correction Letter #2 Revision # After Permit Is Issued W i J U) LL w 2 ' DE ARTMENTS: Z 7 -o3 u � C 7"Z 7-63 u.. I ding ivi is on 0 Fire Prevention ❑ Planning Division ❑ co d Public Works ❑ Structural El w Permit Coordinator I' _ zI— I—o Z I— DETERMINA ON OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 07 -22 -03 0 Complete Incomplete ❑ Not Applicable ❑ 8 cn Comments: w F- w • .I U U. — O Permit Center Use Only Z co INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: U F— Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: z 1— TUES /THURS RO TING: Please Route [Structural Review Required El No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08 -19 -03 Approved ❑ Approved with Conditions (V Not Approved (attach comments) ❑ Notation: r: REVIEWER'S INITIALS: DATE: '` 4:0 VI 4 ``" � ' Permit Center Use Only ' CORRECTION LETTER MAILED: r � -x Departments issued corrections: Bldg ❑ Fi re ❑ Ping ❑ PW ❑ St aff Initials: '.' ` ik ..0.' i t ' '.,. "V''',' '1 t nY *A t `JT` j ,,��""'' two � c,, : r. ' �,C, Documents /routlngslip,doc Y j OORO COF C 4 • N'''' 2.28-02 COPY ''' t! b :.:t ' ., , ,— S ,�,i "� 7!i „;,a ....,: ,:;• ,, .. �,,._.,..,, �:., �.i.: .ri�rttn!alsdw.•t.w,7r.,pa .. .. ..,;,„x,.; .,�.K, s„n+u. +t.5c t!wtk4.wnroXtWt+rA/:�.r«wt =n +.t;,... •, �.•... � u�... +anrta+.w.:,..w. »;.m*..•ry :,sr, ,..+.»,�<.ro.r..!- .�v.m�� t ve s.+w,,. reuxie� ,, unuRetvicexu , ~•\ t •8LA #0, --- "'<k$ City of Tukwila o ' o •; Department of Community Development - Permit Center `'O _ j p ; 6300 Southcenter Blvd, Suite 100 . N , 1,��� ' - Tukwila, WA 98188 ! (206)431 -3670 z ' 1908 _ , H W re 2 6 REVISION SUBMITTAL 0 co C 8 U) Ill Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted Ill t through the mail, fax, etc. co w { / Date: 7 /0 -' Plan Check/Permit Number: D02-351 to a Hw El Response to Incomplete Letter # z H ® Response to Correction Letter # 2 ❑ z 1- W Revision # after Permit is Issued v o Project Name: Sleep Train - Addition . I 0 • Project Address: 235 Strander Blvd iii z U5- Contact Person Will Harris Phone Number ~ O Z Summary of Revision: ;4 0( /7 CJ)--iA -U '17L-9 i i•f �% t i �\E (VOL t TI OH / A 1544 O off L ,C 1 R • Of TUKW1 A { J U L CENTER ' ' PERMIT EA �yti� i k.,:. Sheet Number(s): A ) ( A A , 3 ■, ,• _ , q . "Cloud" or highlight all areas of revision including date of revision: :1'14'1,1 ,- Received at the City of Tukwila Permit Center by: I g"'. ,AA ig Entered in Sierra on 7-V r- - o3 1,1:? ; . . 06/03/03 ' "'' `i Ft : .....wa.t 4w• n .•FanWw+AV1rnrC.+'AQttfMk'ItMuM *m N:ar:+'rHatirY.+Ttt !u. r.....:...'...�no- v,�a�tVU.s "• •• dtNY: rYXMt Y^:+ m' A .�e^Y+•NT'.».•,•?ti•U*VY.r•Nn: v..�+/rcn.t�+n^",urr92'l i•'WJFtF'.�•MS °SSdMMK+h+. ILA, i s City o Tukwila p Steven M. Mullet, Mayor t : . •{1Y,% _ —+ tr) �,��:.• Department of Community Development Steve Lancaster, Director z June 3, 2003 • 11 Mr. Will Harris co 0 2955 224 Place SE m cn Sanamish, WA 98075 N 1— . u. W O RE: CORRECTION LETTER #2 2 Development Permit Application Number D02 -351 g Sleep Train Addition — 235 Strander Blvd d = w Dear Will: I— z �. This letter is to inform you of corrections that must be addressed before your development permit can be w w approved. All correction requests from each department must be addressed at the same time and 2 D reflected on your drawings. I have enclosed comments from the Building Department. At this time, the 0 Fire, Planning and Public Works Departments have no comments. p H • =w Please address the attached comments in an itemized format with applicable revised plans, F specifications, and/or other documentation. The City requires that four (4) complete sets of revised u' 0 plans, specifications and /or other documentation be resubmitted with the appropriate revision 4-i w block. 17. 1— 0 In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have Z enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted throujih the mail or by a messeneer service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Stefania Spencer Permit Technician encl Y � t ;` Y I k xc: File No. D02 -351 s1 .rari,Rv nViVAN r� f � ra Y , =c 01 +) Cr 0-2;fin . . 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 - 3665 l `y ... t. 4- Ni. W1}4/1WNif y rtMtgt :+:ro :eNewnwvau,+.n .. .__..,,,..,.._ .. ..,,,..,....... .. ..,....., -�.. ,..r .. . .. t•.,. v+cnW:AN..Mktb'ail:+uxuiq �,H Wig b _, • — 77T -- - - , .., r. 40 1 ;1 Tukwila Building Division 6300 SouthCenter Blvd. Tukwila, WA 98188 . 1 206 -431 -3670 z BUILDING DIVISION REVIEW ' 1 z i Date: May 28, 2003 6 m I Project Name: Sleep Train addition, permit application _I o I Application #: D02 -351 2 w ■ i Plan Review: Ken Nelsen, Senior Plans Examiner wo 2 The general architectural plan review has been completed for the subject project and will be ga approved pending final structural review. However, it has come to our attention by the Tukwila L.L. a Fire Department that some additional building demolition may be proposed for the purpose of z w eliminating a sprinkler system. Consequently, we would request that the fire sprinkler issue be Z x clarified prior to the issuance of the permit. z o 1.11 uj Please address one of the following: 2 o . Provide a written explanation regarding the fire sprinkler issue and submit applicable plan o 1 revisions for any associated demolition. _ W ' 2. Provide a written explanation regarding the fire sprinkler issue and submit for a separate w o ; permit application for the demolition. o i oI Should there be questions on the requirements, please feel free to contact the Building Division z office at 206 -431 -3670. . , No further comments at this time. k I i I 41:7i4`41 ''' i N , -. 7.T ( �x OPPA. . T t. ir's I I I ,, n PLAN REVIEW /ROUTING SLIP PERMIT COORD COPY . ACTIVITY NUMBER: D02 -351 DATE: 5 -13 -03 PROJECT NAME: SLEEP TRAI N _ I ., SITE ADDRESS: 235 STRANDER BL. w cc Original Plan Submittal X Response to Incomplete Letter # 1 • v O w 0 X Response to Correction Letter # 1 Revision # After Permit Is, Issued J . w DEPARTMENTS: r'/ �, � 15144-65 Buil ing Division • Fire Prevention ❑ Planning Division ❑ N a = w Public Works ❑ Structu l Permit Coordinator X ? F- ' 3 Z o w w DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 5-15-03 v o Complete ® Incomplete o p ❑ Not Applicable t— ❑ w Comments: t.. Permit Center Use Only U = o INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: z Departments determined incomplete: Bldg ❑ Fire 0 Ping ❑ PW ❑ Staff Initials: TOES /THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: r • APPROVALS OR CORRECTIONS: DUE DATE: 6-12-03 Approved ❑ Approved with Conditions Not Approved (attach comments) 1: J cw't ! e , Notation: � �� REVIEWER'S INITIALS: DATE: Ul'r Permit Center. Use Only i CORRECTION LETTER MAILED: G;7'T03 u w - J" e c 7 r Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: �1� 1,. Documents/rouling slip.doc 2 -28 -02 PERMIT COORD COPY �t :474, ,a *arnan.wa• . -. ..__ -.. .,._...,.._. y n..* ».mss ....wr .+:... a._, vur„ x'..., at. ere4s.:: p• .waYM''J.4:bn•Wt/R'iG71.WT•4, Reid iddleton = July 23, 2003 1 File No. 26 -03- 005- 013 -02 . z Z i Engineers Mr. Bob Benedicto RECEIVED Planners � City of Tukwila CITY OF TUKWILA Surveyors tl B o I, 6300 Southcenter Blvd., Suite 100 JUL 2 4 �Z003 U 0 Tukwila, WA 98188 CO w = w , 0 w Subject: Building Permit Plan Review - Final Submittal PERMIT CENTER i Sleep p Train Addition (D02-351) ` �¢ Dear Mr. Benedicto: Li? d. We reviewed the proposed project for compliance with the structural provisions of the ?� 1997 Edition of the Uniform Building Code as amended and adopted by the City of ', w O w il Tukwila. The applicant has responded successfully to our comments. v o 1 _ Enclosed are one complete set of the structural drawings (bound with the originally 0 0 H : TI I submitted architectural drawings) and an additional copy of the revised structural = w • sheets. We are also forwarding the structural calculations, geotechnical report, and , r- correspondence from the engineer for your records. If you have any questions or _ z . require any additional clarification, please call. v co i=H Sincerely, z 1 Reid Middleton, Inc. K K. amatsuka, P.E. Senior Engineer Enclosures Washington vls\ 26se\ planrevw \tukwila \03 \t013r2.doc\kky Oregon cc: Will Harris, Will Harris Architects Alaska ..` { al fl John Headland, Shutler Consulting Engineers, Inc. �;,,, Reid Middleton, Inc h; ,, -- ' 728134th Street SW ' •" ,, ' " ' Suite 200 ; ? {':'° fi i`,� Everett, WA 98204 r Pq1;' ,-,! Ph: 425 741 -3800 , . ''` ' r a Fax: 425 741 -3900 1 ' • r `1' •' `� ' ';` — ,.....„w*, w....,..,.. • . '. :.... ,.t. •.; . i.mnx;+•.t Aet is S..... .1 .0.' W ; wiuk 4 11411 ,x, -, i • - --k..-Cr- - . '� .. I MIIAIIIIIIIIII SHUTLER .- - CONSULTING i i_ ENGINEERS, INC. 12503 Bel-Red Road, Suite 100, Bellevue, WA 98005 * (425) 450 -4075 * FAX (425) 450 -4076 1 7 -15 -03 , ! i Mr. Bob Benedicto City of Tukwila E-- w ce I 6300 Southcenter Blvd, Suite 100 , Tukwila, WA 98188 6 o W 0 Re: 235 Strander Blvd Building J W Permit No. D03 -351 N _ F- w i gaz Dear Mr. Benedicto, LL Q co d I have received a copy of the plan review comments prepared by Reid Middleton, dated June 2, 2003. _ Following are my responses to their comments. ? I._ ZO 2. See revised drawings. g 3. See revised plans. v a 4. See revised plans. 0 5. See revised plans. w w si 6. See the attached sheets L -6 and L -8 for revised calculations. v . 7. The expansion bolt type and ICBO report are shown under the structural steel section of the l - p general note. Ili N 8. See calculation sheet L -3. The loads from the concrete wall were included in the diaphragm _ calculations. The existing concrete wall is primarily supported by the existing building structure z ~ and its wall ties at the roof and floor. Where attachment is made between the new structure and the existing concrete wall, wall ties are provided. If you any further questions regarding this project, please give me a call. Sincerely, A. J2 • i Headland, P.E. • D :E '-- E 11 V IE i E 1 ,iik,�:, a r JUL 18 ZUU3 ! Mg „ . i'f, Cr ', l vi a,4 qRi. 1 pq /I Fjy,l REID MIDDLETON °" r` t fay;, r , <,z yr; 5 �, \{i 4 v +.J f}j; i Cc: Will Harris .4,J `ti I . t N . ... .. :. :. ::.. ... .... .:. .. '1'r ". ^..l iA•.. , r.: 1f `.1 n .. w. ., .. ....'i f'.. n .`.. in /. 4L,i4.. <r... u . ., ., n. ... W.MZIMn'+. ..vnr.,a,r.nx.- ...,.... ... .. .. , i south shear wall -- - -, .4. r ' :■ \ SHUTLER MN - CONSULTING - i ENGINEERS, INC. 12503 Bel-Red Road, Suite 100, Bellevue, WA 98005 * (425) 450 -4075 * FAX (425) 450 -4076 TRANSMITTAL Date: 7/17/03 We are sending the following via ❑ FAX ❑ MAIL ❑ OTHER TO: Kylie Yamatsuka PROJECT: 235 Strander Blvd Building 1 Z Reid Middleton Tukwila, WA z , I~ 728 - 134 Street S.W., Suite 200 Delivery by z Everett, WA 98204 , 6 D E NA UQ Phone 425 -741 -3800 COURIERS j CO Fax 425- 741 -3900 W = 6243200 W o We are sending you the following. Control Number ❑ Shop Drawings ❑ Prints ❑ Originals I 9/ f /2 ❑ 5 Copy of letter ❑ Revision Sheet ❑ Contract u. Q ❑ Other I to = a I W Z = , Copies Date Description 1-- 2 7 -15 -03 Revised structural drawings. /... " Z O , 1 7 -15 -03 Letter regarding comments and calculations. ! W W .f. I U O to ,s ' i ,11uJ �i �O _.. WZ U- O THESE ARE TRANSMITTED as checked below: Z ❑ For approval ❑ As requested ❑ Returned for corrections ® For your use ❑ Reviewed as noted ❑ Resubmit , ❑ Other ‘. i Remarks: " fry ' : `G Copy to: l .; � , , , jE7'r {{"1. V ` `117 By: John Headland, P.E. "'`` -'' U i t M -6 0 3 -66 c -- c �S1ftP /'2Hii' ,HD/70� t f. : et:. t :, , j ": i l.'i;* 'x; . ' . , .r i . ' ...�.. _ .. _ r. rr,7 eiS... r aQ} % +tau. .d •1+4 .j# G.' riF siei, a:i ., N:a��'.: .:4a tarn a: e.:...w. sa ". • p.1 . .r-� ,,...........,.. n , .li+ "+r..wc +v.,wr,�:o.r,.v.u... .... _ ‘... i i'-- -- I i - 't-G r �, = L ' - ' Z I Dear Mr. Swanson: w w; D p ' Please review the enclosed plans and documents for structural compliance with the 1997 Uniform 0 co i Building Code. o 1— • W uj I I— If you should have any questions, please feel free to contact me at (206)431 -3672. — O . z ': 1 t.0 — I F- = Sincerely, O z L ilti......„. ■ I Brenda Holt, ' j Permit Coordinator ' . - 1 ■ encl 1 xc: Permit File No. D02 -351 i ' i 4 L yp' kl.: 4 : ..'1fj. —0-4';,,Y 't 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax 206- 431 -3665 ' }'" " .. 1 :I' i ... u:! . s .0 ..•r,...r. ,....u.u,+..>,. .. ..,•.•. .•- ....._ .. .,.ne.., ».- w w. ..roM.+tvainr.SS tad+H•+MMNkx:N UR+hF4C "J{P0itU'4?IUM71 YrL'7L4'+111N.M• '411 i I , #— ' _ , . :■ • - k•Y3 -- "•- City of Tukwila . • 0/ 1 . �i Department of Community Development - Permit Center t oi 2 6300 Southcenter Blvd, Suite 100 , , 47:„/ Tukwila, WA 98188 '••_• -. j -.''' - (206)431 -3670 . �'j •` '.�( ±wT!' • ':i .� �� A 4 .f � ! . .. , :G r 1. ? t . . L'!�. t. �y , Z iN . ! c ! t , , ., 4 ; , r R:F . S , , d , ; ` �-- n r,1, :... .. > .r: ��� - > •�i . t C ,� , K. .. _ .S � ^ s ob �j ,� ✓ ,'.4, Y?,,... c w Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted U 0 through the mail, fax, etc. ' N w tu F- Date: 5' 13 -03 Plan Check/Permit Number: ()O2 - 55 I w 0 2 [ Response to Incomplete Letter # I u. s I rr Response to coection Letter # I F- w 0 Revision # after Permit is Issued ., z zI- • w jjj Project Name: IVawUt. n 0 Project Address: 2 "� ViL H 3 4' i 2/V f3 0 • Contact Person: Phone Number: = w U Summary of Revision: u 0 612L t(11 e -14-tica , -A/tAlt z U N z iJ. . b . r`r, } ' Sheet Number(s): ' " ', . ' 'o f '' ' fa4, "Cloud" or highlight all areas of revision including date of revision . `- v ,XP: 4 h J� Y 7 `t Received at the City of Tukwila Permit Center by: p+ Ai -� r,004 ai J© Ek Entered in Sierra on - �`�. b, ? to , 08/30/00 VV E V I a ( 4 t'•. rt +fir;,, i r. ._ �., ��. ...<,...t ..i:unii:.� ...� w. ..,, •. ......,,.v,,.,..�� ............. .,,,.,,.r,w.nw •, M .,.., rs,•............,.....,.....,.-...- w....... v..,.,. xr,. r. o,.. n,.:+ n...... t✓ w, wsw�an, rai! +:f9t?k#?!*'fAtt'lf�f'fit:LfFdFS i i . -- , - r.. - ren•a'�o t - �0� -. ..,. ^ ..,.. � .......�.._. ` .^ .. , ...._w.�.. �... µ _. ....., . , w... ..� _ ,.. gage . • _ , .- _ _ - v'. - __ p - - r - '- . _". ti . ,•--w � .\ . 0117 A , 6 4 � •; • �,. City o Tukwi Steven M. Mullet, Mayor t `�, . '� ' Department of Community Development Steve Lancaster, Director , fi '' t' ... ' 1908 - -= , z 1-z April 8, 2003 - Q w ' UN Please address the above comments in an itemized format with applicable revised plans, specifications, p t and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications Z } and/or other documentation be resubmitted with the appropriate revision block. . j In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every \ resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. ' If you have any questions, please contact me at the Permit Center at (206) 433 -7165. 1 Sincerely, ,....9 _ Stefania Spencer 04 La Permit Technician '-'' ,'I, v pp i, Enclosures :.�`.r 1� File: Permit File No. D02 -351 W4 fi , ,, t � { ,t 1 'r '&�r' r . � 1 5 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98/88 • Phone: 206 -431 -3670 • Fax: 206- 431 -3665 1: p r . .. - ..., , C yt- Mtrsfi. .*rMV!,.reYgw'Xn.YUr!ne1 , i - ;cr ti •\ ''� .r, : t � �, `�.. G� , f Tuk . Steven M. Mullet, Mayor Wi -,0.# y..4 j AI a °•• , i��; 1 . •. _ " Department of Community Development Steve Lancaster, Director 908 -- PLANNING DIVISION COMMENTS z _t- ,i-- w re J C) DATE: April 3, 2003 v o APPLICANT: Will Hams for Sleep Train w i RE: D02 -351 —J F— A DDRESS: 235 Strander Blvd. � ` Y w 0 , 3 a _ J Please review the following comments listed below and submit your revisions accordingly. co a If you have any questions on the requested revision, Carol Lumb is the planner assigned to W the file and can be reached at 206 - 431 -3661. z � , 1 i z O W 1. As a condition of the design review approval for this project, all illegal signs must . v o be removed prior approval of the building permit. This issue has not been o u) ti addressed yet. Please call Minnie Dhaliwal at 206 - 431 -3685 for an inspection of i° H i the site to confirm removal of the signs. .i v a 3 w. U = Z ! cc: Minnie Dhaliwal l ■ i 1 I , 1 t i t ,1 ti. i �� � �. ,..xSg� 1 WNW . 'r r ZMrP ' r 1. LF n r Tl :' ,''r 3;f ! , ,L 4,277714 n 4iI t y i r c: \m docs\ eneral\2002- Memos \D02- 351.doc a r ~ " 1 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206-431-3665 r7 ,,, ,s It > .. M 4 '^•v r rax ,.,,, ,,...,,....., �,., �....-..-•.-...•.•.w r......« w..... r h .v rvYl'rL'�4C17'1r. 515YiTiU "!!it?'PYi'''aw <fi1n +. I I PLAN REVIEW /RO SLIP ACTIVITY NUMBER: D02 -351 DATE: 04 -01 -03 PROJECT NAME: SLEEP TRAIN z SITE ADDRESS: 235 STRANDER BL ~ w J U Original Plan Submittal __Response to Incomplete Letter # i co o I X Response to Correction Letter #1 ____Revision # After Permit Is Issued w i N O w DEPARTMENTS: n �,� d L � LI - l Building Division © Fire Prevention N a ❑ Planning Division _ F- w ' Public Works ❑ Structural ❑ Permit Coordinator z x i Z1- i 11.1 la DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 04 -03 -03 2 o Complete 0 Incomplete Not Applicable ❑ o i Comments: .= w . i— H LL' i Permit Center Use Only � LL V j N INCOMPLETE LETTER MAILED / - � 3 LETTER OF COMPLETENESS MAILED: �—.. a. i Departments determined incomplete: Bldg 0 Fire ❑ Ping' PW ❑ Staff Initials: o � Z TUES /THURS ROUTING: ■ Please Route ❑ Structural Review Required ❑ No further Review Required ❑ I REVIEWER'S INITIALS: DATE: I APPROVALS OR CORRECTIONS: DUE DATE: 05 -01 -03 i Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: fir a REVIEWER'S INITIALS: DATE: " . 1. ii i Permit Center Use Only % ,4 N i CORRECTION LETTER MAILED: ri N, Departments issued corrections: Bldg ❑ Fire ❑ Ping El PW ❑ Staff Initials: ' ^: >'" " , ' 4,' ° 1 : : Iftv , t.ji:RMIT COORD c' ...„..„;, 7 VI ki, Documents /routing slip,doc ��, . 22802 r �, , '4' F , ... ........ , n « .. ,..w,....,, „..., , , . . .. „ . vaw,c.* u' . ow.. . k`,, � 4tl�?+ d;'!e` e1�,. aFL,'?i l • . -...1 ,, .— _ — - _ _ 'r • - ;■ , kJ,�W -- -...•, .1 . City of Tukwila o _ ''� -! � '` . Department of Community Development - Permit Center , -i('!fii'V t 9 ,' 6300 Southcenter Blvd, Suite 100 N :L, ; ��� .. 1 ". Tukwila, WA 98188 fit'••..- ,�........•• (206)431 -3670 yso8 z i1- ` �".�` 1 'z t« F E 6 4 ° `REVISION`SUBMITTAL' 444 ,.. t, 'r s g ' ' ' ; ce 2 r .ve.. :kY, .. ..nn u?4r_.,. .,3 ✓., .7 . ,f.. .0 .. ... ., r• s. > , '`. .., ., �'.. .h *.�l .., '�.. W 0 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted co 0 through the mail, fax, etc. w = W O Date: 4/ / /0 - 5 Plan Check/Permit Number: D02-351 2 I Contact Person: lAJ/ t I. (1.4Z A � (S Phone Number: 4Z-5 5`j 1 1-3 Z / ui 0 Summary of Revision: o H l e5 C- I B C OP- 1Z-F_ dui 0/2- S z 1 2.F.�rcr (Z) CcPI t Lr -7r�, s Fro oLtn. Aa_c Ef ( c r' f ; 77Z u C Ql? ix-c— • fL 6/ Fr r; r ,z -- ( 4- COP( S 1 { I I REOEWED . CITY OF TUKWHU , i APR 0 1 2003 j l 4 i wa 7r i (* TER CSC r Y Sheet Number(s): ' F � "Cloud" or highlight all areas of revision including date of revision + f ' „ Received at the City of Tukwila Permit Center by: fi` 4, ' Entered in Sierra on -'//-e3 7 01/29/03 si3> . : rt tir ",i , .... 7 .... . , , . . 1 1,4 , 4++�.r,wt Y .'t7g4 OSWM �+urr wN. 1 an1<ys 1.1 41.14.(btA ft014 P s , .... .. .. ... ...— . . . . � ,. ura.nv w�mmrr.wr �P+7A , „+,� .. � rkM et; t giL"'""''' ■ . �q , t ---,-77.-- , . - - I _, ;_ S.. •. \ % yt � ■, o - i ,., r . � ' City o l ukwi Steve M. Mulle or of t, May t'' til'•.. !3 ' = Department of Community Development Steve Lancaster Director 1908 ----- - Z January 29, 2003 ' N z Co I _ , __- _ _ - .. - \ 4.1 : . : 7 1, ;. S,;1 jh~t q ,51- . 1. Pit . ti, , 11414,44 E ...:,:< y. ,. :: :.,•.: :.:s......,....,.- _r. ,.. ..,.w ._ +rau+...wk :r t! .✓A S: 't..,:;. r.- .. .. ....i.r ' - ' Wfi..taxu: - „ h 4?SrlRSOIWA *+x #POWg` aitr/ $ - ■ . .. 419 - "k.4.1 w 1 ■ <1 ` 1 ;► a 1 1 i i 1 , PLANNING DIVISION COMMENTS z ` ,„ o q DATE: January 29, 2003 0 APPLICANT: William L Harris w = RE: D02 -351 i I # ADDRESS: 235 Strander Boulevard w o • I u. a N a . This project was issued design review approval on October 25, 2002 with a 1 W condition that all illegal signs must be removed prior to the issuance of the building z w q. permit. Based on our site visit the illegal signs for Mattress Gallery have not been 1- o z i , removed. This building permit cannot be approved until all illegal signs are w w • removed. Please call Minnie Dhaliwal at 206 - 431 -3685 after the removal of all n 0 z illegal signs. o co , o 1 Q ! ,W w = O • Z w 0 H t PI O z . i i IT yg 1 ;f . 4 1' .i` - `, `' z I. { '' t , . ,.r :q 1 r.`:.L,Ii..',41-`4?' I ! 4 ti . ',u.F ■ LE „ . ' ! '• "t` l.t. .ix a +r. •. t.v K..•'rf .. ..a ,n n• r .. .. :!!:•.. .fbWVnMIN.W1wn411:IWWI?WFt W/ , • ..• •' • . .• .. • . ! v. •.: •,V..•'. :1, IH n {L • \..LYn. aSi61W..Y h.! :: E.Jih:.i 'HMSNW!yf.NPI,I(•'LYfRM wrY 1 1 1 i ., . \.cr -, '\ i --,, ' PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -351 DATE: 11 -21 -02 PROJECT NAME: Sleep Train z ~ z SITE ADDRESS: 235 Strander BI re 2 6 IA• m Original Plan Submittal Response to Incomplete Letter # v v 0 co 0 co CU Response to Correction Letter # Revision # After Permit Is Issued W H f to LL Lu O DEPARTMENTS: 2 f Z- Z -dz 5 Building Division n Fire Prevention n Planning Division I' I w d Publ' ` L • roZ Structural El permit Coordinator z F La w DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 1 1-26-02 2 p O� Complete Incomplete n Not Applicable n W w ?; Comments: I LLO IL Z w Permit Center Use Only U I O~ 1 INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Z Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: I 1 1 TUES /THURS ROUTING: ' . # Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: i i APPROVALS OR CORRECTIONS: DUE DATE: 12 -24 -02 Approved n Approved with Conditions n Not Approved (attach comments) V-,:-.7_, 1 Notation: o 1 REVIEWER'S INITIALS: DATE: .«' „• '� Permit Center Use Only 7j , i ; CORRECTION LETTER MAILED: I ” 2 _I - 0 3 H i Departments issued corrections: Bldg E " Fire ❑ Ping D' PW ❑ Staff Initials: ..st 4 �e ,3 Documents/routing slip.doc 1t 2.28 -02 az s "' fir• 1'f(/„ ^``'�,y11r�� ?, �. ., i...:�i 4x3: vIDWu ?:l^.uS.4o.u:'.b+Uw..:.c.4:.h.. r. uF w. vmr rw ...... ....,e. .�.,... uyy` y �..........,...,.«......,. ..._..:...�......�i..e...�..... .....�..., -... �.r ..�.vo� { 1 LEGAL DESCRIPTION: THAT PORTION OF THE S.E. 1/4 OF TI-IE N.W. 1/4 OF SEC. 26, TWP. 23 N., R 4E., W.M. SITUATED IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: BEGINNING- AT THE MONUMENTED INTERSECTION OF THE CENTERLINES OF SOUTHCENTER PARKWAY (57TH AVENUE SOUTH) AND STRANDER BLVD. (SOUTH 164T1-1 STREET)± THENCE S 89° 45' 58" E ALONG THE MONUMENTED CENTERLINE OF SAID STRANDER BLVD. A DISTANCE OF 615.05 FT. TO AN INTERSECT WITH THE MONUMENTED EAST LINE OF SAID SUBDIVISION± THENCE S 0° 25' 58" E ALONG SAID EAST LINE A DISTANCE OF 30.00 FEET TO AN INTERSECT WITH THE SOUTH MARGIN OF SAID STRANDER BLVD. AND THE TRUE POINT OF BEGINNING OF THE HEREIN DESCRIBED TRACT± THENCE N S9° 45' 58" W ALONG SAID SOUTH MARGIN A DISTANCE OF 200.00 FEET± THENCE S 0° 25' 58" E ALONG A LINE PARALLELED TO THE EAST LINE OF SAID SUBDIVISION A DISTANCE OF 200.00 FEET± THENCE S 89 °45' 58" E ALONG A LINE PARALLEL TO THE SOUTH MARGIN OF SAID STRANDER BLVD. A DISTANCE OF 200.00 FEET TO AN INTERSECT WITH THE MONUMENTED EAST LINE OF SAID SUBDIVISION± THENCE N 0° 25' 55" W ALONG SAID EAST LINE A DISTANCE OF 200.00 FEET TO T1-4E TRUE POINT OF BEGINNING. SITUATED IN THE TOWN OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. CITY OF�TUKWILA NOV 21 2002 PERMIT CENI rE(-, DO'3SI Ci ty of Tkl ( L : ) 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 1 - L RECEIPT 1 Z` c‘1 6_ Parcel No.: 2623049102 Permit Number: D02 -351 —� U Address: 235 STRANDER BL TUKW Status: PENDING N 0 Suite No: Applied Date: 11/21/2002 Applicant: SLEEP TRAIN Issue Date: J H w 0 Receipt No.: R020001610 Payment Amount: 776.98 g u. Initials: KAS Payment Date: 11/21/2002 01:44 PM User ID: 1684 Balance: $1,195.35 Z - I— O Payee: FANA CORP. w w U TRANSACTION LIST: 0 F . Type Method Description w Amount ,I U , u. Payment Check 50080 776.98 Z, w U= O H ACCOUNT ITEM LIST: ? Description Account Code . Current Pmts . PLAN CHECK - NONRES 000/345.830 776.98 �. Total: 776.98 Eka f : ^A9 Z + "T ��� 5;�=� :!:`;, ��'. pal y e p 4 . doc: Receipt 2 'I:. /2t 'T71 15 TOTAL AL tif,t c 11 -21 -2002 ANIONNISMININIE SINOMMISHISmotomva 4 ..... -.. '� MIA. vYMW ,nst,la \ww.w4wnw�,ro...r� ....... ........� .....,,- ,...,. ....... -... .. ... f I _ . �, v�utiy ---∎ r°""N tl . J C of Tukwila t96 S 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT a ` w Parcel No.: 2623049102 Permit Number: D02-351 -J 0 Address: 235 STRANDER BL TUKW Status: ISSUED 0 Suite No: Applied Date: 11/21/2002 co w . Applicant: SLEEP TRAIN Issue Date: 01/29/2004 11J H U) u. 2 3 Receipt No.: R04 -01458 Payment Amount: 47.00 u. Q co P Initials: BLH Payment Date: 10/26/2004 12:41 PM I w User ID: ADMIN Balance: $0.00 Z H Z W 1.11 � D Payee: CRYAN DEVELOPMENT LLC o 0 H TRANSACTION LIST: 'I 0 Type Method Description Amount I— t = ;. (' !L O Payment Check 5131 47.00 iii Z ' o 1 = - -- O Z ' ACCOUNT ITEM LIST: , Description Account Code Current Pmts I - PLAN CHECK NONRES 000/345.830 47.00 \, • Total: 47.00 I 1. l ` HY'4r kt �t$ F ` ` 'k �i f ` l'ri; F - ' t '- Rn;4 k e y �'Y.: YL , f + doc• Receipt Printed: 10- 26- 2004 , w :\ , ! ''�C &� City of Tukwila 190e 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 z RECEIPT , w� Parcel No.: 2623049102 Permit Number: D02 -351 QQ c) J U Address: 235 STRANDER BL TUKW Status: ISSUED v o Suite No: Applied Date: 11/21/2002 ' cc W Applicant: SLEEP TRAIN Issue Date: 01/29/2004 LU H ; ui O 2? Receipt No.: R05 -00733 Payment Amount: 47.00 Initials: SKS Payment Date: 05/20/2005 12:58 PM z w User ID: 1165 Balance: $0.00 _ ~ Z t— i H O Z t— 2 D Payee: CRYAN DEVELOPMENT LLC n o p - o t-- . i TRANSACTION LIST: , 1 W Type Method Description Amount U I U. ~O P ayment Check 5365 47.00 w Z t- I O t- Z ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000/345.830 47.00 Total: 47.00 ' 1 " :, i. f } r 7' : r ;A: 1 y7C () / ?0 97 :16 TOTAL _ rf:�-.,;: :>, �, ,.r, doc: Receipt Printed: 05 -20 -2005 ; L t ± , ,. r1J•:' .:'. , - >7r i .i.....,. ..............,.. .dlo.. <..oa..;ta Ai',Oi. .. ✓.,. ... . .. _...,t.r I A dx pl4 .� i✓arCC�+r^� N"x4% ... . ... . ..- .... �. _ .. �v.' ,-4i+ ,,. .a4MYi'm.� iS:.f':J..n; r;d .a;.ir C.:1:•;J ✓i:afAi 1 1..,J r tk a Oh CONCRETE WI4EEL STOPS PER CITY CF TUKWILA REQUIREMENTS (S LOCATIONS) • SEE DETAIL 9/A -5 STRANDER BOULEVARD EXISTING PARKING RESTRIPE A6 Sh1OtiN EXISTING SIDEWALK 200' N 89648'38" W NEW SECTION OF CONCRETE WALK AT "ACCESSIBLE IROUTE" 4111. 411- 26' 2V-6" I p EXISTING CONCRETE WALK // s 4 �t • EXISTING UTILITY VAULT • NEW SECTION OF SIDEWALK (TO MATCH EXIST ) 31 32 EXISTING -- 3 CONCRETE 58'•-1• w a att 40 EXISTING PLANTING 5 AREAS - SEE LANDSCAPE Zo 1 200' 5 89d45'58" E EXISTING PARKING RESTRIPE AS SNC�LLAV x SITE PLAN U )�X1� �sKi tyy e 3$ �L :- AK AVOITIOW siO4 *4031-1P4 i'ERtuTT" 4 10 • r GAM 't- IM �bM Witrr4 PAttoso eta /Pstkr 1. 3*.*n•6• c .c c < �c c�► -0- so 92. vie Cook:re se 441064%*0- Olt Sol . • •• •••••_ - • M • • • ••• (' ) • s New ( t NEIL, "kklit.14 ,1 e 211,era. t I ti FLUE COPY Na 4120Z 461 Pbn review *prowl b subject to OTOS and ornisla . Avow.* of oonstmction documents don not authate the ■bleDon of • ... • •, , . • Mrs •_ Dote: �i ;lac City of lUicwila BUILDING DIVISION r�r 61.1,1.- 141 s- 471 Occupant Group M and A -1 la Floor 2nd Floor B • •fI 4▪ 61 • 17 • R t - efaela43111P6 er. IP.IVEPtD ••() O'rctta. l• •♦ • II= *) Acorrim.) O NM* It P261:11) 12EVietp 134;1<N6e Construction Type: VN Sprinklered X917 Sc u. LEraelUaligarn,2* THAT PORTION OF THE S.E. 1/4 OF THE N.W. 1/4 OF SEC. 26, TWP. 23 N., R. 4E., W.M. SITUATED N KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: BEGINNING AT THE MoNUMENTED INTERSECTION CF THE CENTERLINES OF SOUTNCENTER PARKWAY (51TH AVENUE SOUTH) AND STRANDER BLVD. (SOUTH 164TH STREET)* THENCE 5 89' 45' 58" E ALONG THE MON MENTED CENTERLINE OF SAID STRANDER BLVD. A DISTANCE OF 61505 FT. TO AN INTERSECT WITH THE tIONUMENTED EAST LINE OF SAID SUBDIVISION: THENCE S 0' 25' 58" E ALONG SAID EAST LINE A DISTANCE OF 30.00 FEET TO AN INTERSECT WITH THE SOUTH MARGIN OF SAID STRANDER !!BLVD. AND THE TRUE POINT OF ISEGINNING OF THE HEREIN DESCRIBED TRACT* THENCE N 89' 45' 58" w ALONG 6AID SOUTH MARGIN A DISTANCE OF 200.00 FEETt THENCE S 0' 25' 5S" E ALONG A LINE PARALLELED TO THE EAST LINE OF SAID SUBDIVISION A DISTANCE OF 200.00 FEET: THENCE S 89'45' 58" E ALONG A LINE PARALLEL TO THE SOUTH MARGIN OF SAID STRANDER BLVD. A DISTANCE OF 20000 FEET TO AN INTERSECT WITH THE MONUMENTED EAST LINE OF SAID SUBDIVISION* THENCE N i0. 25' 58" W ALONG SAID EAST LINE A DISTANCE OF 20000 FEET TO THE TRUE POINT OF BEGINNING. SITUATED IN THE TOWN OF "J KW1LA, COUNTY OF KING, STATE OF WASHINGTON. T4X P.A1M 110_ 262304- 9102 -01 0 SEPARATE PERMIT REQUIRED FOR: ic Mechanical De Electrical .� Plumbing Gas PIpN19 1 BUILDING DIVISION REVTEW- fOR CODE COMPLIANCE *oaoru+O AUG t 1200d cd,/ ' Of Tim** RECEIVED CITY OF TUKWILA PERMIT CENTER RMS1ONNO,. OZ-0)01 _pp .••. -_ ••••••••••••.. 1 1 1 . .+ *ter. M.J.• floor plan roof plan elevations section stair STUD WALL PER PLAN SHEATHING AND NAiLIND PER SHEAR WALL SCHEDULE PAVING OR GRADE PER ARCH. a (0 2 2 -# A.B. PER SHEAR WALL SCHEDULE 2" CONC. CURB CONCRETE SLAB PER PLAN E o'-o. 47 I I +. (PER PLAN' ° • 0 GLAZING PER ARCH SIDEWALK PER ARCH. 4 VERT. 0 16 "o.c. SECTION A -1.0 SCALE: 3'4 " =1 '-0" BALANCE PER SECTION C -1.0 `I 11"""1 I I� • • `IIM'ia.'IIL' (PER PLA ' AI I- 1.. it SECTION D -1.0 SCALE: 3/4" =1 EXISTING CONC. WALL --� N EXISTING STRUCTURAL SLAB & FOUNDATION -\ II �...t I I I ,-- 3x PLATE w /7- % "0 EXP. BOLTS ® 24 "o.c. MAX. (EMBED 4" MIN.) 2x2x 4S6 " PLATE WASHER (TYP.) [CONCRETE SLAB PER PLAN • ' 0• 0I -0- i 1 ► , SECTION G -1.0 'P. •" _ - ., GLAZING PER ARCH. SIDEWALK PER ARCH. THRU BOLTS, ANCHOR BOLTS, & EMBEDMENT PER HOLDOWN SCHED. i j 2 a- -, o PLAN,-, J t •� 1._6" e SECTION B -1.0 SCALE: 44"= 1 - 0" 0'_0" 7 2 -2x6 STUDS 0 HOLDOWN (USE 3 -2x6 WHEN BOLT HEADS ARE COUNTERSUNK) � 1 -ow FOUNDATION WALL OR FOOTING PER FOUNDATION SECTIONS HOLD 2" TO It OF W.W.F. �-- HOLDOWN PER PLAN & SHEAR WALL SCHEDULE SECTION E -1.0 SCALE- +4 " =1 Y2 "0x3' --0" SMOOTH DOWEL 0 24 "o.c. CUT BOTH ENDS WITHOUT FLARE & GREASE ONE END SHEATHING & NAILING PER SHEAR WALE SCHEDULE A.B. PER SHEAR WALL SCHEDULE JOINT LOCATION PER FOUNDATION PLAN 2" SAND &_ VAPOR BAR R1ER 4" GRAVEL BASE CONCRETE SLAB PER PLAN 6x6- W1.4/W1.4 W.W.F. STOP ,N . W.F. AT JOINT CONSTRUCTION JOINT (C.J.) HOLD 2' TO t OF w.w.. 2" SAND VAPOR BARRIER 1 St "x bit" SAWN JOINT JOINT LOCATION PER FOUNDATION PLAN CONCRETE SLAB PER PLAN 4" GRAVEL BASE NOTE: CONTROL JOINT (S.J.) MAY BE USED IN PLACE OF CONSTRUCTION JOINT (C.J.). CONTROL JOINT (S.J.) • SHEATHING & NAILING PER SHEAR WALL SCHEDULE STUD WALL PER PLAN #4 HORIZ. • 16"o.c. PAVING OR GRADE PER ARCH. t (0 ci A.E. PER SHEAR WA►.L SCHEDULE 2" CONC. CURB CONCRETE SLAB PER PLAN J2 t PER PLA 2' -0" 1 0 ;r- t,-- rn--trtr-- 6■3 -Ill - -'->Li 01-0" #4 VERT. 0 16 "o.c. SECTION C -1.0 SCALE: 3/4"= 1 ' --0" EXISTING STRUCTURAL SLAB & FOUNDATION !i- 1i :--11!- -II� II 1- STEEL STUDS PER ARCH. EXISTING CONC. WALL CONCRETE SLAB PER PLAN [.O'-TO " a SECTION F -1.0 SCALE: 414 " =1 ' -O" TRl'StiE1 ( ONTINUED ! 'SS S(. PPLIERS .VOTE CONT1M.IED.' IT IS THE RESPONSIBILITY OF THE GENERAL. CONTRACTOR AND TRUSS MANUFACTURER TO VERIFY THE WEIGHT ANI) LOCATIONS OF ALL MECHANICAL N;(?Uipp, r PRIOR TO SUBMITTING SHOP DRAWINGS IT SHALL BE NOTES) IN THE TRUSS MANUFACTURER'S BID WI IF.THER (Nt NOT AN ALLOWANCE HAS BEEN MADE FOR MECHANICAL UNITS TRUSS ~HOP DRAWTN(}S W!1.L NOT BE REVIEWED WITHOUT CALCULATIONS STAMPED BY A LICENSED STRUCTURAL ENGINEER. ARALLAM WOOD MEMBERS: ARALLAM MEMBERS AkF Tu BE PARAI.I AM PSI. MI:M) ERS AS MANUFACTURED 13Y TRUS JOISii'MACMILi.AN AND FABRICATED iN ACCORDANCE WITH THE NATIONAL EVALUATION SERVICE INC REPORT #NFR -4731 Tf-IE PARALLAM MEMBERS SE PPLIED SHALL PROVIDE STRESSES THAT MEET OR EXCEED THE FOLLOWING: BENDING Fb 29(X) psi HORIZONTAL SHEAR. Fv = 290 psi COMPRESSION PERPENDICULAR TO (TRAIN PARALLEL TO WIDE FACE ()F STRANDS, Fe = 650 pr COMPRESSION PARALLEL. 10 GRAIN, Fe = 291.)0 P9 MODI ILtiS OF ELASTICITY, E =2000 khi JNSPE C 7' IONS: A COPY 01: ALL INSPECTION RF.PORTS AND TEST RESULTS I.OR ALI. REQI TIRED INSPECTIONS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT, SHI.JTLER CONSi'LTiNG ENGINEERS, THE OWNER AM) THE ARCHITECT AY THE TESTING AGENCY FOR REVIEW THE TESTING AGENCY SHALL BE AN INDEPEND}=N[ TESTING AGENCY APPROVED BY THE BUILDING DEPARTMENT THE FOLLOWING INSPECTIONS SI IALL BE PROVIDED AS A MINIMUM. ADDITIONAL INSPECTIONS AS REQI11RED 13Y THE BUILDING DEPARTMENT SHALL ALSO BE PERFORMED. JOB SITE VISITS BY THE ENGINEER DO NOT CONSTITUTE AN OFFICIAL INSPECTION. SOILS ENGINEER TO TAKE COMPACTION FESTS WI'fII1N BUILDING AREA IN ALL FiLL AREAS. COMPACTION TO BE AS REQI TIRED BY SOILS REPORT ,FOUNDATION -- SOILS ENGINEER TO INSPECT FOUNDATION EXCAVATIONS PRIOR TO POURING FOOTING AN INDEPENDENT TESTING LAB APPROVED BY THE' ARCHITECT SHALL INSPECT CONCRETE AND REBAR AS FOLLOWS CONCRETE - .. INSPECT REBAR PLACEMENT PRIOR TO POURING. TAKE 3 CYLINDERS FOR EACH CONCRETE POi iR. BUT NOT I.ES.S THAN ONCE FOR EACH 15() Ci TAiC YARDS OF CONCRETE, NOR LESS THAN ONCE FOR EACH 5000 SQUARE FEET OF SURFACE AREA FOR SLABS OR WALLS TEST ONF CYLINDER AT 7 DAYS TEST REMAINING CYLINDERS AT 28 DAYS SLUMP, AIR CONTENT AND CYLINDERS PER UBC SECTION 1905.6 . SPECIAL INSPECTION SHALL ALSO BF PROVIDED FOR ALI. FIELD WELDING. HIGH STRENGTH BOLTING, AND EXPANSION BOLT INS•I ALLA 1 It )N AS REQ(UIREU BY SECTION 1701.5 SHOP DRAWINGS: SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMiTTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION SHOP DRAWINGS CONSISTING OF REPRODUCTIONS OR COPIES OF ANY PORTIONS OF DIE STRUCTURAI. DRAWINGS WILL NOT BE ACCEPTED AS SHOP DRAWINGS NOR REVIEWED BY THE STRUCTURAL ENGINEER AS St1CH. I) REINFORCING STEEL Ostructural concrete elements i.e beams, walls, col, ttgs, etc. 2) WOOD CHORD /METAI. TUBE WEB TRUSSES THE ENGINEER OF RECORD WILL REVIEW SHOP DRAWINGS FOR DESIGN INTENT ONLY VERIFICATION OF DIMENSIONS AND QUANTITIES ARE THE RESPONSEBIi.ITY OF THE CONTRACTOR AND ARE NOT GITARANTEEI) BY THE ENGINEER OF RECORD DRAWINGS FOR L OMPONENI•S DESIGNED PRIMARII.Y BY THE MANI TFACTURFR SHALL BEAR THE S7 AMP OF A LICENSED WASHINGTON STATE STRI 5CTITRAL ENGINEER AND BE SI TWITTED 1 10 THE STRUCTURAL ENGINEER FOR A CURSORY REVIEW FOR COMPI IANCF WITH THE INTENT OE 1'HF. STRUCTURAL DRAWINGS AND FOR LOADS IMPOSED ON THE RASIC STRUCTURE. THE COMPONENT DESIGNER IS RESPONSIBLE FOR COD }: CONFORMANCE AND ALI. NECESSARY CONNECTIONS NuT SPECIFICAl.1, Y CALLED Ul! 1' ON ARCHITECTURAL OR STRUCrIJRAL DRAWINGS SUBMISSIONS SISALS. INCLUDE A REPRODUCIBLE AND TWn COPIES; REPRODUCIBLE WI1.1. RF kF VIEWED AND R!TURNFD) SHOP DRAWINGS Mi 1ST BE REVIEWED AND STAMPED BY THE CONTRACTOR PRIOR TO REVIEW BY THE ENGINEER c p cox �.O pV 0104' SHOP DRAWINGS ARE AN AID FOR FIELD PLACEMENT AND ARE SITPERSEDED BY THE STRUCTURAL DRAWINGS IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO MAKE CERTAIN THAT ALL CONSTRUC PION IS IN FULL A4 RF.EM } :NT WITH THE LATEST STRUCTURAL DRAWINGS SPECIAL CONDITIONS: 1 DURING CONSTRUCTION THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING. BRACING, AND GUYING IN ACCORDANCE WiTH SOUND PRACTICE AND ALL NATIONAL. STATE, AND LOCAL CODES CONTRACTOR TO COORDINATE. ALL TRADES AND VERIFY iMENSIONS IN FIELD. OBTAIN ARCHITECTS APPROVAL PRIOR TO ALI. FIELD CHANGES LE ARCHITECTURAL DRAWINGS FOR ALL FLOOR AND WALL OPENING DIMENSIONS ANI) LOCATIONS. FLOOR AND WALL FINISHES, ETC. 1 M CH.ANICAL, FIRE PROTECTION AND ELECTRICAL SYSTEMS: 1.ALL BE THE GENERAL CON TRACTOR AND /OR SUB - CONTRACTOR'S RESPONS113ILITY TO RROVIDE ALL NECESSARY ENGINEERING AND CONSTRUCTION DOCtUMF,NTS FOR 1 SCOPE OF WORK THIS SHALL INCLUDE .THE DESIGN OF THEIR SYSTEM AND ANY IEW AND M( )DIFICATIONS OF THE BASIC STRUCTURAL SYSTEM SHOWN ON THESE CONSTRUCTION DOCUMENTS AS WELL AS ANY ADDITIONAL STRUCTURAL SUPPORT REQI TIRED BY THEIR SYSTEM SHEAR 'WALL SCHEDULE MARK SHEATHING EDGE BLKG NAILING BASE it ,ATTACHMENT %�� �`I!J� V2" CDX ONE SIDE 2x 10d 0 5"o.c- -0 A.B. 42 "o.c. IN 2x SILL PLATE 0 l/i" CDX ONE SIDE 3x 10d 0 4"o.c. % "R A.B. 0 16 "o.c. IN 2x SILL PLATE 40, 'h" CDX BOTH SIDES 3x 10d O 4 "o.c. % -0 A.B. 0 20 "o.c. IN 3x SILL PLATE NOTES: 1) MARK & Q TO HAVE 3x MEMBERS AT ALL PLYWOOD JOINTS. 2) NAILS TO BE 10d COMMON (0.148 "0x216 x MIN. LENGTH). NAILING APPLIES TO ALL PLYWOOD EDGES. SPACE NAILS AT 12 "o.c. TO INTERMEDIATE FRAMING. 3) " A.B. TO BE EMBEDDED 7" MIN. USE 2x2x i6 PLATE WASHER w/2x SILL PLATES. . , HOLDOWN SCHEDULE , ,....._. MARK M.B. THRU 2 -2x6 STUDS ' THREADED RODS THRU PLATES OR A.B. SIZE TO FOUNDATION REQUIRED A.B. EMBEDMENT INTO FOUNDATION it HD2A 2- Vela w0 9" HD 1 OA 4- % "0 % "0 15" NOTE: 1) DO NOT USE EXPANSION BOLTS FOR HOLDOWN ATTACHMENT TO FOUNDATION. 2) IF BOLT HEADS ARE COUNTERSUNK ON SINGLE HOLDOWN INSTALLATIONS, THEN PROVIDE 3 -2x6 STUDS. 3) SEE SECTION £ -1.0 FOR HOLDOWN INSTALLATION. 1; F..14 I. A()I I.s CODE UNIFORM BUILDING CODE, 1997 EDITION LIST: LOADS: WIND . . SOIL. PROFILE TYPE ...... SEISMIC . .......... .......... $EISMIU COEFFICIF.NTS . 25 PsFIOW LOAD .. WO EMI { LONE, EXP it IRE "Br ZONE: III ....... R = 4.S. 4.0 FOR DIAPHRAGM Ca = 36, Cv #1.8-1 00.2.8. 1 i• I.0 kOI. NDA LIONS: )U ti1)A;1UN DESIGN SIGN PER REPORT 111E -9964 BY EARTH CONS! TLTANTS, INC ., DATED JANUARY Is. 20)2. ALL FOUNDATION WORK PER THIS REPORT ALLOWABLE Sall. REAIIJM3 2000 PSF PER REPORT. ALL EXTEkIUR FOOTINGS To BE A MINN( 'M ( )!r IR INC HF.S BELOW LOWEST ADJACENT (TRADE. SOILS ENGINI•:I :R TO INSPECT AND APPROVE F()1.iNDATION EXCAVA (IONS PRIOR TO P(N 'RING AI.L FOOTINGS SHALL HEAR ON NEW OR EXISTING STRUCTURAL. FILL. ALL SLABS SHALL BEAR ON NEW t )R EXISTiN6 STRUCTURAL FU.L. ALL SIkUt' IURAL FILL SHALL BE COMPACTED PER THE REQ1 '1REMENTS of THE: SOILS REPORT '1111 O'\ GRAD. 1}11: ;1:: uN S.(ikAi)F; FOR THIS PR( ►JECT IS TYPICAL OF OTHER BUILDINGS WITH SIMILAR FLCX)R LOADING AND SOIL C'UNDiTIONS CONS IRUCTFD IN THIS AREA. THE Sl AB HAS NOT BEEN DESIGNED FOR ANY SPECIFIC LIVE Lt)Ai) AM) IIAS BEEN DETAILED rP,IM}.�,T LOCAL INDUSTRY STAM)ARI)S FOR SIMILAR 13(1ILDINGS NO CONSTRUCTION LuADS HAVE BEEN INCLUDED IN THE I)ESIGN ()F TNT. FLOOR Si. AB THE CONT RACTOR SHALL REVIEW W FI}! THE S( )II.S ENGINEER THE CONS MI'CTION LOADING OF THE SLAB AM) S011.ti BELOW HE SHALL. lAKE THE NECESSARY MI:ASI JRES TO INsI TRF CHAT THE SLAB ANT) So :LS RELOW WiLL NoT BE EFFECTED ( )K DAMAGED BY THE CUN`►TRUCTiON LOADING. l'HE: Ct)Ni RAC 1 OR SHALL. ADS) ADDITIONAL CONCRETE, RE:: OkCIN(► AM) UPGRADE .1'.INI DE l AILING AS REQ1 IRE ?D FOR HIS 1 UADIN( t'OIM( RETE: ALI I RE fE ~STALL RE ST(.)NF- AGOREGATF CONCRETE HAVING Al UNIT WFTGHT OF APPROXIMATELY 145 POUNDS PER CUBIC FOOT 28 DAY COMPRESS' VE STRENGTH SHALL RE AS FOLLOWS' Pc = 3000 psi FOR ALL CONCRETE. C'ON(:RETE IN ALL EXTERIOR SLABS TO BE AIR ENTRAINED 6 % PLUS OR MINUS 1 X. CONCRETE SITI3MrI'TALS SIIALL CONFORM "r0 SF CTI()N 1905 OF THE UBC. MLXINC AND PLAC'INo OF ALL ('ONCRI;TE SIIAI 1. BE IN AC( (.)RDANCE W I1-{ THE 11RC AND ACI CODE 318 -'`S. PROPORTION OF AGGREGATE TO CEM1,NT SHALL BE AS SI ICI TO PROI)(1C E A DENSE.. W(►RKABLE MIX. WiTH A MAXIMS iM SI..JMP OF 4'NCHES. WHICH CAN BE PLACED WIl Nt)I I'1 SE(iREGATi( IN (.)k EXCESS FREE til *FACE WA [ER 3/4" CHAMFER ON ALL EXPt )S11) CONCRETE EDGE` i TNI.Ess INi)ICA 1 E) OTHF=ERWISF: ON ARCHITEC I'URAI. DRAVI'I'GS GROUT FOR COLUMN F3ASFS SIIALL BE "1 M}4F(O" M•1VTF.R FLOW fr13 BY :MAS1 ER BIJiLDERS. INC UR APPROVED EQt iAL EPDXY: T)XY FOR FASTENING ANCHOR BOLTS AND RE }HAR INTO EXISTING CONCRETF TO BE HIT HY 15O INJECTION ADHESIVE As MANI JFAC 111121,1) BY HIL Ti. ANCHOR BOLTS AND REBAR TO 13E iNS FAI. LED 1N DRILLED 1101 ES PRFP&RI-0 IN ACCORDANCE WiTH MANiTACTURFRS SPECIFICATIONS AND ICES(► REPORT #5193. REINFORCING STEEL: AL'. REINFORCEMENT SHALL. CONFORM TO ASTM A6I5 AI.L REINFORCING SIIiiLL BE GR.\T)F: 60 (F■ = 6(),()10 psi. Fs = 24.(XX) psi) I AP COW IN'. REINFORCING BARS IN CONCRETF. AS INI)l('ATLI) HI :LOW COR`I R BARS 1' -7" BEND) WILL B}. PROVIDED FOR ALL i-IORIZONrAI. RF.INFORcE :MEN1' L)I i All. STIF i,;L IN ACCORDANCE, WITH 'THE ACI MANI :AI. OF STANI)ARI.) PRACTICE: OF DETAILING REINFORCED CONCRETE STEC'C TIES WELDED WIRE FABRIC TO CONTURM 1'0 ASTM A -82 AND A -185 r,11NIM1 M 1.AI' SPLICE LENGTHS BAR Si7E fc =3000 #4 29" #s 36" #N 43" #, 63" tot( 72" 09 80" THE FOLLOWING MIN[M( TM COVER SI BALI. BE PROVIDE I) FOR REINFORCEMENT (LJNi.ESS INi)iCATED OTHERWIS E ON DRAWiN( :S; A) CONCRETE CAST AGAINST & PER.MANENTLY EXPOSES) TO EARTH. . 3" EARTH FACE. B) CONCRETE EXPOSED TO EARTH OR WT'ATHER (CAST IN FORMS) �Itti THRt ►1 (;H #1s BARS......- 2" 05 BARS & SMALLER . 1 -1R" C) CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROI TND SI ALIS WALLS & JOIST - #11 BAR It SMALLER 3/4" BEAMS & COLUMNS 1 -1/2" STRUCTURAL STEEL: M SCE.LLAN1 :OUTS STILL CONNECTORS TO BE SIMPSC)N, OR APPROVED E:Q1TAL HAIL ALL HOLES WITH NAILS AS SPECIFIED BY MANUFACTURER UNI 1;SS SHOWN ()THERWFSE ON DRAWINGS MACHINE BOLTS TO RE A307, EXPANSION BOL IS INTO CONCRETE: SHALL BE HIS. I 1 "KWIk BOLTS -II" (MANUFACTURED AND INS 1 ALLEI) PER iCBO REPOR [ 104027 DATED JULY 19%, OR APPROVED EQUAL ANCHOR ROUTS INTO CONCRETE SHALL. BE A307. MINIMUM EMHEDMF.NT FOR ANCHOR BO1,1 S [N Ct )NCRETE SHALL BE PER 113C TABLE 19 -E. UNI.ESS INDICATED OTHERWIs1 FRAMING LUMBER: l i!V1}3LR NO I NO FED SHALL BE 1).F *2 OR BETTER ALL GRADES SIIALI. CONFORM 10 WWPA WESTERN LUMBER GRADING RULES -- 1991 EDITION. ALL BOLTS TWAL) :AND NITS BEARING AGAINST W(►()D SH_ALI. BE PROVIDES) WiTH STANDARD ANDARD CUT WA 1{ERS ALL Wt K )1) IN CONTACT WITH H CONCRETE OR MAS( )\TRY SIIALL 13E PRESSI iRE TREATED. MAXIMUM MOISTURE CONTENT 19 % AT INSTALLA 1 ION FOR ALL LUMBER PLY OOD: 12001; SHEATHING 5/t(" C -D W'FXTERiOR GUT INDEX 40/20 Ai.i. PLYWOOD SI-HALL CONFORM TO tI.S PRODM JCT S1 ANI)ARD P. S. 1- 81 ALI. 0.S B. SHALL CONFORM TO U.S PRODL;C i s"! ANI)ARD P s 2 -92. NAILING SHALL BE AS iNT)IcATEDON PLAN HIGH SHEAR DIAPHRAGMS SIIAI.L HAVE SPECIAL. INSPECTIONS Ati OUTLINES) BELOW CONTRACTOR IS I 0 CALL I FT ENGINEER '10 SCIiEl)I 'LE SITS: ViSiT PRIOR TO COVERING R(X)F SFIF;A1'H1NG TRt SSES: PlissES ARE TO BE TX'S AS MANUFACTURED BY TRUS JOIST CORPORATION AND FABRICATED IN ACCORDANCE WITH THE COUNCiL Of AMERICAN BUILDING OFFICIALS EVALUATION REPORT #NER -148 1RUSs FABRICATOR TO PROVIDE ALL REQUIRED I3R10GING AND BLOCKING, BOTH PERMANENT AND ERECTION DESIGN CRITERIA SHALL MEET OR EXCEED THE FOLLOWIN(G ROOF TRUSSES ROOF TRUSSES ..... LOADING - TOP CHORD . 25 PSF L.L PLUS 10 PSF D.L. - BOTTOM CHORD 5 PSF D.L. DEFLECTION - LIVE LOAD.. .L/360 anp - TOTAL LOAD L1240 T on"A (NOTE: TOP CHORDS TO BE DOUGLAS FIR SPECIES' s 2 2 mom TRUSS S( PPLIERS .VOTE, : PERMIT corm THE TR1 JSS CONFECT TRATiONS. iNCi.UDING DEPTHS AND MEMHF.R SIZES, SHOWN ON 114; DRAWINGS INDICATE THE DESIRED TRUS~ CONFIGURATION AND ARE TO BE COMPLIED Willi WI IEREVER POSSIBLE IF A TRUSS MANUFACTURER iS UNABLE TO MEET THE LOAD REQUIREMENTS SPECIFIED WITH TIE I RtUSS cONFIGURAT1Oiv INDICATED, HE IS TO Si 13MIT WRITTEN NOTICE TO THAT AFFECT 10 THE ARCHITECT PRIOR TO SUBM1 rTING A COST PROPOSAL OR BID. ff A DIFFERENT SYSTEM iS PROPOSED THAT REQUIRES REVISiONS TO PRESENT STRt1CTURAI. FRAMING OR DETAILS. SI TCH SYSTEM SHALL BE CONs[DFRED SI SECT TO THE APPROVAL OF THE OWNER. ARCHITECT AND ENGINEER (�f RI. SSES ('ONTiMED ABOVE LEFT, All rights reserved. No part of �C 2004 this document may be reproduced, in any form or by any means, without permission in writing from. Shutler Consulting Engineers, Inc. Mir ENGINEERS Inc. tSV 1 'ramrn)itu VNNc ne atm /a-Inca b3cNVbi.`s SCz ONS/Gl sheet s-1.0 1 OF 5 • NEW 2x6 O 16 "o.c. 14 " CDX PLYWOOD w /104 COMMON • 6 "o.c. BLOCKED 2x PLATE w/ 1I "0 EXP. BOLT 0 16 "o. VARIES _ i' EXISTING CONC. 0,77-- WALL f0' -o" SECTION A -2.0 SCALE: " =1' -0" PER PLAN PAVING OR GRADE PER ARCH. SHEATHING & NAILINC: PER SHEAR WALL SCHEDULE (TYP.) #4x2' -0" 0 24 "o.c. --, EXISTING GRADE BEAM __4,.. 7 __. STUD WALL PER PLAN -1 I 1i1- PER PLAN r2 -#5 CONT. 3x PLATE w/ A.B. PER SCHEDULE 2" CURB • CONCRETE SLAB PER PLAN 0 Kii vI- '1 • ji1i -1(i= PER PLAN SECTION B -2.0 -0" p 0 3-#5 CONT. #4 0 18 "o.c. f. _ N 0 (E) 8' -6" OPENING - 6" (E) 8' -10" OPENING 66' -0" EXISTING BUILD Nt G 13' -0" 2 V 0 110 0 4' -6" 11 -4+SN) 6' -8" OPENING 1' --0 "-� Nj 6'--8" ' 4 "3' -6 OPENING A -2. EXISTING 7" STRUCTURALLY REINFORCED CONCRETE SLAB G 0_ _0 11 0 0 0 E) 12" ONC. WALL • -1.0 (E) 8" CONC. WALL (TYP.) .FOUNDATION PLAN SCALE: 1 /8" = 1' -O" 1 1 D 10 30' -0" ADDITION 1 9 -6. t o O ' w � U� HD 10A 1 + _�� (E) GRADE BM. BELOW S.J. i 1 1 1 \-- (E) GRADE BM. BELOW S. 1 1 1 6" CONCRETE SLAB REINFORCED w/ 12x12- W2.9/W2.9 W.W.F., ON 2" SAND, ON VAPOR BARRIER, ON 4" GRANULAR BASE, ON SUBGRADE PREPARED & COMPACTED ACCORDING TO SOILS REPORT 1 1 1 1 1 1 1 1 1 1 1 S.J. S.J. *to 0 2x6 6 "o.c. 0 C -1.0 A NOTES: 1) CONTRACTOR TO VERIFY EXISTING CONDITIONS AND DIMENSIONS IN THE FIELD. NOTIFY ENGINEER AND ARCHITECT OF DIFFERENCES. 2) TOP OF FINISHED FLOOR SLAB IS REFERENCE DATUM MATCH EXISTING SLAB ELEVATION. ro' -o1 3) ELEVATIONS SHOWN THUS: (- _' -_`) INDICATE TOP OF FOOTING ELEVATIONS BELOW REFERENCE DATUM. 4) BOTTOM OF ALL EXTERIOR FOOTINGS SHALL BE 1' -6" MINIMUM BELOW LOWEST ADJACENT GRADE. 19' -4" 26' -6" A -1. N REVIEWED FOR CODE COMPLIANCE APPROVED OCT 212004 City Of lUkwila BUILDING DIVISION f an� SEP21 PERMIT CENTER b2- 3S1 EXISTING BUILDING VARIES> 0_5.0 <VARIES ADDITION PLYWOOD RIDGE • SET LEDGEP DOWN 1 V2'w TO ALLOW FOR SKEWED BEARING SUPPORT BY TRUSS SUPPLIER ROOF FRAMING PLAN SCALE: 1 /8" = 1' -O" NOTES: 1) CONTRACTOR TO VERIFY EXISTING CONDITIONS AND DIMENSIONS IN THE FIELD. NOTIFY ENGINEER AND ARCHITECT OF DIFFERENCES. 2) ELEVATIONS SHOWN THUS: ['- INDICATE TOP OF FRAMING (BOTTOM OF PLYWOOD) ABOVE REFERENCE DATUM. 3) ELEVATIONS SHOWN THUS < "> INDICATE TOP OF PARAPET ELEVATIONS ABOVE REFERENCE DATUM. 4) CONTRACTOR TO COORDINATE ROOF MECHANICAL UNIT LOCATIONS PRIOR TO SUBMITTING ROOF TRUSS SHOP 5) NAIL DIAPHRAGM w/1 Od COMMON (0.148 "0x2 Y4 0 6 " o.c. SUPPORTED EDGES, 12"o.c. FIELD. WEIGHTS AND DRAWINGS. " MIN. LENGTH) 6) TRUSS MANUFACTURER TO DESIGN TRUSSES FOR NET UPLIFT OF 6.0 psf. 26'-6" 3. -6" REVIEWED CODE COMP FOR APPROVED OCT 212004 City Of Tukwila BUIIDING DIVISION SEP 22 z TIRES 11 All rights reserved. No part of �C 2004 this document may be reproduced, in any form or by any means, without permission in writing from Shutter Consulting Engineers. Inc NW W ENGINEERS Inc. 1 r PER PLAN> STUD WALL. PER PLAN 13 ® 32 "o.c. TO VERT. STUD 3c LEDGER rPER PLAN] '0d O 4 "o. 2x BLOCKING SHEATHING & NAILING PER SHEAR WALL SCHEDULE % "0 EXP. BOLT (EMBED 5" Mir ,J.) NAIL BLOCKING TO LEDGER w /16d ® 4 "o.c. , Low r DET. a SINGLE STUD UNDER TRUSS FULL HEIGHT DETAIL STUUD • 32 "o.c. 10d 0 4 "o.c. 2x6 LEDGER w/2- 16d TO EA. VERT. STUD & 16d O 6 "o.c. TO HORIZ. BLOCKING /' CMST14 w/2 ROWS 10d / 0 3'/i "o.c. (TYP ) SHEATHING PER PLAN 16d 0 4 "o.c TRUSS PER PLAN ALIGN w,'STUD bELOW SECTION A -5.0 SCALE: 3'4 " =1 -0" 2x4 BLKG AT SINGLE STRAP 2x10 BLKG WHERE STRAPS ARE SPLICED [PER PLAN] SHEATHING PER PLAN SIMPSON LTTI31 5'- 4 "o.c. w /18- 10dx 1 1 " NAILS (INSTALL UNDER SHEATHING) TRUSS PER PLAN asi ,7 4x12 LEDGER w/ 3/4 "m EXP. BOLT ® 18 "o.c. (EMBEDED 4 3/4" MINIMUM) EX!STING 8" CONC. WALL SECTION F -5.0 SCALE: 4'4 " =1 -0" PER PLAN> 2x4 O 16 "o. 2 " CDX PLYWOOD w /10d COMMON O 6 "o.c. NEW SHEATHING PER PLAN 2 -16d COMMON EACH JOIST [PER PLAN NEW TRUSS PER PLAN BLOCKING TRUSS 0 48 "o.c. NEW 2x6 O 16 "o.c. EXISTING SHEATHING 11' -7" EXISTING JOIST EXISTING 8° CONC. WALL SECTION L -5.0 SCALE. 3/4 " =1._0.. .42a PLAN>. • [PER PLAN_ BALANCE PER SECTION A-5.0 PER ARCH. <VARIES> HEADER PER PLAN CEILING PER ARCH. GLAZING PER ARCH. 1• SECTION B -5.0 SCALE: `y4 " =1' -0" FINISH PER ARCH. (TYP.) 0.145 "Ox 1 WI HILTI X -DNI FASTENERS (INSTALL TWO AT TOP AND BALANCE O 24 "o.c.) PER ARC-I. NEW 12 "x1% x16 GA. STEEL STUDS 24 "o.c. EXISTING CONC. WALL EXISTING ROOF JOIST 1 EXISTING 12" CONC. FLOOR i SECTION G -5.0 SCALE. lei " =1 ' -0" NEW SHEATHING 10d C 6 "o.c HANGER BY TRUSS SUPPLIER [PER PLAN) <PER PLAN> i i 0 NEW BEAM PER PLAN 2x6 BLOCKING w/ 16d 0 4 "o.c. TO GLB EXISTING JOIST EXISTING SHEATHING EXISTING TRUSS EXISTING GLB EXISTING WF COLUMN SECTION M -5Q 4 "= -1" <PER Pt,AN> STUD WALL PER PLAN H3 0 32 "o.c. TO VERT. STUD & LEDGER r,;: : _1�11".1 — •�'. —c1�1 LEDGER FULL HEIGHT STUD 0 16 "o.c. DETAIL c 10d 0 3 "n.c. 2x6 LEDGER w /2-16d TO EA. VERT. STUD & 16d O 6 "o.c. TO HORIZ. BLOCKING SHEATHING PER PLAN [VARIES) 10d 0 3 "o.c. 2x BLOCKING SHEATHING & NAILING PER SHEAR WALL SCHEDULE VARIES 16d 0 4 "o.c. TRUSS PER PLAN SECTION C--5.O SCALE: 3/4" =1' -0" <PER PLAN> 2x4 0 16 "o.c 1 " CDX PLYWOOD w /10d COMMON 6 "o.c. i NEW SHEATHING PER PLAN [PER PLAN NEW TRUSS PER PLAN NEW 2x6 0 1 6"o.c. EXISTING SHEATHING EXISTING JOIST EXISTING 8" CONC. WALL SECTION H -5.0 SCALE: Y2" = 1 -0" HANGER BY TRUSS SUPPLIER [PER PLAN]� SHEATHING PER PLAN NEW TRUSS PER PLAN (TYP.) SECTION N -5.0 " =1. —•" NEW BEAM PER PLAN <PER PLAN> CDX PLYWOOD w/t Od 0 6'0.c. PER ARCH. R P [PER PUN] 2x6 LEDGER */ 2-16d TO EACH VERT. STUD SHEATHING PER PLAN 2x4 BRACE 0 32 "o.c. 2x4 0 24 "o.c. (TM ) I SECTION D -5.0 SCALE: Y2 " =1 ' —0" <PER PLAN> 2x4 0 16 "o. CDX PLYWOOD w /10d COMMON O 6 "o.c. NEW 2x 0 16 "o.c. TRUSS PER PLAN 2x6 0 16 "o.c. (TYP.) BEAM PER PLAN (TYP.) GLAZING PER ARCH. NEW SHEATHING PER PLAN [PER PLAN NEW TRUSS PER PLAN ' - NEW 2x6 0 16 "o.c. EXISTING PER PLAN EXISTING JOIST EXISTING GLB EXISTING CEILING JOIST EXISTING GLAZING SECTION J -5.0 SCALE: Y2 " =1 ' —0" HVAC UNIT & CURB BY MANUFACTURER SHEATHING PER PLAN emlle wawa. 4x6 DF #2 0 ALL EDGES OF UNIT W46 HANGER TRUSS PER PLAN _VOTE: 4x6's AT TRUSSES MUST BE LOCATED AT A TOP CHORD PIN LOCATION OR USE DETAIL C2 DETAIL O 4tDER PLANT 2x BLOCKING JOIST PER PLAN CONT. 2x12 w /2- 16d TO (E) JOIST illp-%•...q.4„,,' ill SIMPSON LB26 HANGER Y2 " COY PLYWOOD w/ 10d 0 6 "o.c. EXISTING ROOF FRAMING ---� EXISTING 2x8 BLOCKING SHEATHING PER PLAN CIAST 14 w12 ROW 10d 0 3 Vs 'o.c. (TV.) TRUSS PER PLAN 11 N% 2x4 BLOCKING AT SINGLE STRAP 2x ; 0 BLOCKING WHERE STRAPS 1 ARE SPLICE C ---� IL I �--- 2x6 0 16 "o.c. 10d 0 6 "o.c. *r. JP & BOTTOM 1/2 " CDX PLYWOOD w /2- 10d NAILS TJ (E) JOIST EXISTING 2 -2x6 w/ % "m A.B 0 48 "o.c. EXISTIN( 8" CONC. WALL SECTION E -5.0 SCALE: 4'4 " =1' -0" NEW SHEATHING 10d 0 6 "o.c. HANGER BY TRUSS SUPPLIER EXISTING SHEATHING NEW TRUSS PER PLAN 2x6 BLOCKING w /16d 0 4 "o.c. TO GLB EXISTING JOIST EXISTING TRUSS EXISTING GLB SECTION K -5.0 - SCALE: 4'4 " =1 ' -0" HVAC UNIT & CURB BY MANUFACTURER SHEATHING PER PLAN 2 -16d TOENAILS (TYP.) 4x6 w/W46 HANGER EACH END 1 "0 M.B. 2x4 LOAD TRANSFER BLOCK (TYPICAL) LOCATE AT BOTTOM CHORD PANEL POINTS 11 TYP. MECHANICAL UNIT ,SUPPORT DETAIL SCALE: 3 DETAIL O \-- -2x6 EACH SIDE OF TRUSS WEB TO SPAN BETWEEN TWO BOTTOM CHORD PANEL POINTS TRUSS PER PLAN otyvt*frilb SeP 44k4144 0 v 2:- 3S1 • &n . `'° O I O O .n O JH 6- 23- 4 date O 4� W IT. -- v II 'rN - • CV ~to., 21 v r . + J r CC : All rights reserved. No part of ©2004 this document may be reproduced. in any form or by any means. without permission in writing from Shutter Consulting Engineers. Inc. ENGINEERS Inc. 1 PLAN> / " CDX PLYWOOD w /10d COMMON O 6 "o.c., BLOCKED (N) BEAM PER PLAN [PER PLAWL. (N) SHEATHING PER PLAN (E) SHEATHING (E) JOIST A35 -- (N) BEAM PER PLAN H2.5 (PER PLAN (N) TRUS PER PLAN Nene WNW EMI `—(E) 2x4 p 16 "o.c. SECTION A -5.1 PER PLAN> SCALE: 4/4"= 1 '-0" PER PLAN RIM BOARD U26 (TYP.) 16d TOENAIL O 6 "o.c. Vr " CDX PLYWOOD w/ 10d COMMON ® 6 "o.c. BLOCKED J (N) JOIST PER PLAN 2x6 LEDGER w/2 -16d COMMON (E) POST (E) GLB 11' --7" 4- PER ARCH. JPER PLAN (N) SHEATHING PER PLAN SECTION F -5.1 SCALE: ji'4 " -1 —O" LPER PLAN (N) TRUSS PER PLAN (N) 2x6 ® 24 "o.c. (TYP. ) (N) SHEATHING PER PLAN r °ER PLAN (N) TRUSS PER PLAN (E) JOIST (E) GLB WIN <PE� 17■111115TE:11114 4 PER ARCH. (E) 2x4 0 16 "o. c. '—'(E) TRUSS (N) SHEATHING PER PLAN rPER PLAN (N)TRUSS. PLAN <PER PLAN (N) 3x8 LEDGER w 3 "0 EXP. ADD SOLID BLOCKING BOLT 0 48 "0.c. AT TRUSS HANGER SECTION B -5.1 SCALE: 414 " =' '--0" (E) ROOF JOIST (E) 8" CONC. WALL SECTION C- 5.1 SCALE: 4'4 " =1' -0" .4 <P_ER P�W> 10d 0 6 "o.c. ER •N H3 10d O 6 "o.c. (N) JOIST PER PLAN <PER PLAN (E) STUD WALL (N) STUD WALL PER PLAN 2x6 LEDGER w/2-16d COMMON AT EACH VERT. STUD (N) 3x8 LEDGER w/ 3 "0 EXP. BOLT 0 48 "o. (E) JOIST (E) 8" CONC. WALL SECTION D -5.1 SCALE: 3 " =1' -0" #___UR PLAN > 2 - #10 SCREWS AT TOP AND BALANCE 0 24 "o.c. PER rPER PLAN (N) SHEATHING R R PLAN 1t " CDX PLYWOOD w/ 1 Od COMMON 0 6 o.c. BLOCKED FINISH PER ARCH. PN TRUSS ER PLAN (N) 2x6 • 16 "o.c. EPER PIAN+ NEW 12 "x'% x 16 (v'A. STEEL STUD 0 24 "o.c. PER ARCH. 1 • —(E) JOIST 11' -7" 9. (E) 8" CONC. WALL 9. -9" SECTION E -5.1 SCALE: 3/4" =1 -' REVIEWED FOR CE CODE COMPLIANCE p ppo ()V!O OCT212004 City Of Tukwila BUILDING DIVISION ommosommismnsmomemomosmommommimmommoma All rights reserved. No part of ©2004 this document may be reproduced. in any form or by any means, without ermission in writing from Shutter Consulting Engineers, Inc. IMP M ENGINEERS Inc. I NaLVNn -1 rn 'm-imrn)tn% 7NiC1InG CbrA TIOGI atSCNrawa sE ECITONS sheet 6IDEWALI0, RETAIN EX►STIIJ(( HYPERICUM IN 6ED 4LOW4 4IptWAi.K . o PAR AS POSS�$LE REMOV . THII: REST AFTER APPUGAT10►J of A *PROVED HERSIGIDL PER MMNuf. REcoMMENDATIOuS, 3- KINNIG141LiL 1GIh 3 - 'NINC- CRIMSON AZALEA STAR JUN►PtI .- CLEAR BEDS Is FT. FROM 6IbLW4LK AL 01.16 STRA,JDER. ?LVD. AKID RE-PLANT ASSHOWN 6- BLUE CHIP JUIJIP&R• 4 -'ROSE GLOW' BARBERRY SWEX uM '30' 0. c.) 3-'HINO- GRIMSOI.1' AZALEA S - 11081 GLOW' •4R6ER.QY 1 • k ip_g H Q.Q.Qja IJ D u.IJ FROM BEL) ALoNs sTReNblR stub.) 3 - Hluo- CRIMSON' AZALEA VAN • •. 1- V llJt. MAPLE v 4 • bLut. 5TAR JUNIPER o AHobo a 14- SAL.AL (3to.C.) / 1• RELOCATED RHODO• FuoM PAD ALo1J6 STRAWBER BLVD 14OTE Gr 1JERAL CONTRACTOR. SHALL INSTALL 1" Pvc LINE FROM ExISTING IRRIGATION SYSTEM FOQ CONNECTION TO NEW SPRINKLER. 45 SHOWN HERE SP2.IIJKLER LEGEND .■ (4)) 'RA11.Ii!y)RD 1804w-1555T PoP-UP SHRUB SPRAY (a) 'RAIIJBIRD JB06- 126) POP -uP SHRUb SPRAY 1" GLASS 2o0 Pvc LATERAL LIUE (RluRY M■A1. 12" DEEP) -I-DWARF H11JOK1 CYPRESS 2• GLUE STAR JUNIPER 1 - QEJ.004TED RHoDODEUDR.a J (FROM P>Et ALomd.5TRANDER BLVD. 4- CoULF STREAM IJAND)IUe 2 -11LUE sTARJu1J1PE 2,845 SF. - DWARF H INQKI CYPRESS oc12558" 4 -'GuLF STREAM' IJANDiNA Z- ILUE STAR JUNIPER N 0d25'S &" W LEGEldb- EXIST:N.16 PLA1JT11+6 EX►STI■JC -, tioRW,iY MAPLE Up"-IZ" CAI.IFERS) ,EX15TiMt, RHODODEI.JDR01J (OR OREGn ft.R.APE .;b bEUOTED) • EXISTI►J PRIVET HEDGE ExISTnij, AZALEAS EXI$T!IJe 61t0JIJDcOVER.S /SAL.AL OR HEATHER' GEUO''ED n»J PLA)J) !JEW PLAIJT LIST 41TY. •:OMI►to1J IJAME 6 SWEET 6uM 2 VIIJE MAPLE 9 'rII40 - cQlMSou' bzeLEA 7 RoSE t,LoW' BAR? EC,RY . DWARF HIIJOKI CYPRESS 32 BLUE STAR Ju►JIPER. 9 Ito 1J►.I1cK:wt..1 c. I4 'oTTo LUYKEIJ' LAUR.E L 12 `L.F S'►2Eal,a' �J4LibUJ4 7 SSbuA LA L • ' (SEE PLA►J For& SPACr)..16) PLAIJTI uG 1.1C-ES: 11o7A1/I4dL AJAME L /mv/DAMeER STVRAc/flv4 ACEQ C/R ^JN4 ��tit A.; o b o D E AI s Rom 'r+'410• CRIM4 o,tl ' BbgeRis "rouAl6EkG Ro;E brow' CMAM4E•VRAA'IS o87us,4 MAMA. Je/NIPE R IJ S4 dAM474 's u J74R' 44Rcros7APHyl4S UV4-41RSI 1puudS LAvR'CER4SQS OTTOLQVa`j' .J4MAhtIr4 DofEs7/C4 '600.57RE44M' 6AvL7HER /4 SH41Loi 1 SIZE e CALIPER 5-6 rT I t c 4 6 1 . 3 SAL. /8"- 24: 2 'SAL. 1 4AL. S GAL. 2 GAL. 1 GAL. ALI PLANTS SHALL 15E HEALTHY. FIELD -GROWN SPECIMENS FREE OF (SASE 0'K EURFAKAGF ANP NOT IN KOOT- BOUND CONDITION. INSTALL IN HOLES TWICE THE DIAMETER MIL) 4.3" PEEPER THAN HE KOOT BALL. BACI.FILL WITH ONE -HALF APPPOVED TOPSOIL AND ONE. HALF NATIVE SOIL MIX, ' $EN WATER THOROUGHLY. STAKE TRFF"5 ACCORDING TO LANOSCAPE ARCHITECT'S APPROVAL. NO SUSBTITUTIONS OF PLANT VARIETIES SHALL SE MADE WITHOUT LANDSCAPE ARCHITE C1.6 APPPOVAL. PLATS SHALL BE GUARANTEED . THROUGH ONE COMMIT GROwING SEASON /'.SSumi i i NORMAL GROW NG CONDITIONS AND ADEQUATE WATERING. . AFTER PLANTING. CLEAF FLANT BEDS OF ALL WEE DS, DEsr;c% LARGE RO 1HEALRAr F ir'R5 SMOOTH. APPLY MIN. 3" OF TINE HEMLOCK BARK Mli: CH 10 ALL 13F (2" IN GfOIINDCWEP AREAS). kEVIEWED FOk - CODE COMPLIANCE E LL'4 IX•STIIJ6 6R.AVEl. WAL1 -, r4 - 16ut..f STREAM' 3JAbJDlu4 --2-ESLuE STAR JUNIPER, -- 2-PLY Rub&ER HOSE -- 12.64uoE WIRt (TwIsT 're (h1*E►J) 2 x 2 STAKES F►t,►. GRADE I w J~ 0 1 DWARF I4;uo44, I CYPR.E$5 -4 - BLUE STAR JUNIPER 1-VII.JE MAPLE N N N 1 • 3-ALLOLATED RHOD4.- '0.4. F>zoM P ED £RouND SIGN) 31 • SAL4I. (3'4.C.) t 200 5 8c3645 58 E " idkilarraMELEASS :..t� BGA�E: i' • IC IJOTE: APPROvEO OCT 21 2004 City Of Tukwila BUILDING DIVISION c "Y ?F L Tl1KJl +LA 6IT C.RowN AT 1JuRSERY HT. BARK McfLGH PEEL BACK BURLAP MouluD AReLIJD BASIIJ Folk WATER. RETELJTION '/Z 3•WAYTOP5OILJt YE IJA'1VE SoI:. MIX WATER SETTLE BALK =;�L "D. 'I, biLow RaoTe.ALL 2 -D i TREE STA11-‘i1.J6 DETAIL 1- RELQCASTED RHODO. (FROM ?ED dLO1.J6 STEAUDE2 gLvr.) 25 -SALAL (3'o•4.) 7• ELG eTEb 4i-iQ Q. - b'o.G. FROM ZED A Ou UD SIGN) NU 2 2U2 51-1Ru6 PLAIJr1E.1.S (IJo SCALE 1JOTE = R.NODG%DEIJARak) 4.42..LEA TR.A►.JSPI.AI.ITS FRoM o/J SITE HALL Bt imsTA,Ame D 0SiNG SAME TEcHIJtdI`t1E.As AbovE. (E.E PL4u N.werfilt r.11..Ec PLANTS RELOCA -T*b To LOCATIONS 41400 00.1) REMOVE ExISTIIJG BLACKBERRY AND HORSETAIL FROM 11415 ALEA AFTER. APPLICATION OF APPRovED 14ERB1cIDE STATE OF WASHINGTON RTFICATE NO 235 WILL HARRIS ARCHITECTS 2955 224th Place SE Sammamish, WA 98075 Ph: (425) 391-2321 Fax (425) 391 -2750 16400 SOUTHCENTER PARKWAY TUKWILA, WA 98188 SATE le-01-02 SCALE roir DRAWN CBE M.5J. JOB SHEET L -1 OF 1 SHEETS JOSE : RETAIL! ExISTIUb NYPLQIGUM IW b10 AL.oma SIDEw i.K 60 FAIL AS Pos506LE l• ath.4. vL Tod. ILMAIUI .Jb HYP&RI':uM "' kI ZALEA$ SNAIL 0E RILOCAT&D PIEIaR To 11PP1Y11JGr HE R.61GIDE GYPRES5 --- -- AZALEA -'P LUE STOR'JUIJIPER •' - OLD 6OLD JUN 1PE.R ROSE GLOW' 'GuLF STREAM' 1.1AJUD +1J,4 5- sc,ULF STREAMI IJ4lJD1NA OTE c•IJTR•AcToR SHALL INSTALL 1" PVC LINE FROM Ex 1ST }I.J6 1RQISATIOti1 SYSTEM FOR t' JUECT1oIJ TO 1u1=W SPRINKLER. 1LIWE AS 5How14 HERE OLD G•OLD JUNIPER. EXIST11,J6 $ Lb( -6uLF STREAM' t.3dI.sCIMA Pao/ET HEDGE 20 0 10 20 40 1 inch - 20 ft. LEGAL DESCRIPTION:, THAT PORTION OF THE 5.E. 1/4 OF THE N.W. 1/4 OF SEC. 26, TWP. 23 N., R. 4E., W.M. SITUATED IN KING COUNT`, WASHINGTON DESCRIBED AS FOLLOWS: BEGINNING AT THE MCNUVENTED INTERSECTION OF THE CENTER'_'NES OF SCUT•-CENTER °ARKWAY (57TH AVENUE SOUTH) AND STRANDER ELVD. (SOFT-' 164TH STREET); THENCE 5 F 45' 58" E ALONG THE MONLJMENTEC CENTERLINE OF SAD STRANDER FL''D. A DISTANCE CF 675.05 FT. TO AN INTERSECT THE MONUMEN'ED EAST LINE OF SAID S'.,BD'VISION; THENCE S 0' 25' 58" E ALONG SAO EAST LINE A DISTANCE OF 30 OC FEET TO AN INTERSECT WIT- THE SOUTH MA. :›GIN OF SAID STRANDER BLVD AND THE TRUE PONT C= BEGINNING C'= THE HEREIN DESCR'3ED TRACT; T -=NC: N 89' 45' 5E" W ALONG SAID SOUT -i M An ;IN A DISTANCE OF 200.00 FEET; THENCE 5 C. 25' 5E" E ALONG A _INE PARALLELED TO THE EAST LINE OF SA'D SITS, Iv'S +ON A DISTANCE OF 20C.00 FEET; THENCE S 5E" E ALONG A LINE ;ARA_LEL TO THE SOUTH V /-.G:■ OF SAID STRANDER BLVD. A DISTANCE OF 2D0.00 FEET -0 AN INT =RSECT WITH THE MONUMENTED EAST LINE OF SAID S'UBD vIS ON; THENCE N 0' 25' 5E" W ALONG SA'D EAST LINE A DISTANCE OF 200.00 FEET TO THE TR.,E POINT OF BEGINNING. S :TuATSD iN THE TOWN Or TUKvv!LA, COUNTY OF KING, STATE OF WAS-- \GTON. CAS 27" METRO SS STRANDER BLVD (S 164th St) SEC 35, TW1 2:i, RGE 4 E 4" INTERMEDIATE PRESSURE STEEL WRAPPED GAS MA' N UNDERGROUND POWER INSTALL A t TORIIACEPTOR\. MODEL' 900' INTO: EXST / I SD SEE OETA14 SD SEE DETAIL PLACE TESC C6 INSERT DURING 59 4 • 6 "SD 01.0%, MIN CONN NEW ROOF DRAINS TO EXST SD PIPE. EXST ROOF DRAINS TO REMAIN MODIFY ROUTING AND CONN AS REQUIRED PLACE TE INSERT D CON S'TR EARTHWORKQUANTITIES: FILL! 59 CY CUT: 42 CY QUANTITIES ARE APPROX;MATE. CONTRACTOR IS REQUIRED TO PERFORM ALL WORK NECESSARY TO BRING SITE TO GRADES AS SHOWN ON THIS PLAN AND TO MEET FIELD CONDITIONS. ERVS'ING rLAGROLE 1 11 LF -10 "LCPE 1+4 00.50X / NEW CB, TYPE 1 TE = 27.8t (MATCH EXST) IE = 23.35 REMOVE EXST SD TO NORTH & CONN NEW LCPE TO EXST SD FROM SOUTH ' MATCH EXST NEW IE • 23. MATCH EXST ' (CONC' 7 70x) -- - EMISTING YOILJT' VAULT RING LIMITS FOR BUILDING ADDITION & SP CONSTRUCTION. REMOVE & REPLACE ,.ASPHALT PAVEMENT AS REQUIRED TO INSTALL IMPROVEMENTS. SAWCUT ALL EXST ASPHALT. MAINTAIN UNIFORM GRADE 01.OX MIN TO '3 CATCH BASIN GRATES SEE ARCH PLANS FOR OTHER SITE IMPROVEMENTS �fx ST NG GRAVEL PLACE TE AC CB INSERT DOING LNG = -24. MATCH EXST GRADE. MAINTAIN 6 "HI VERT CURB -EXST DRAINAGE PATTERNS TO REMAIN, TYP s 117TH STy ST Lk 168Th+ ST 1121iD PL RENTON CORPORATE - 1999 Thomas Bros. Ma • VICINITY MAP SITE ADDRESS: 235 STRANDER BLVD (S 164th St) TUKWILA, WA CONSTRUCTION SEQUENCE. 1. ARRANGE AN� A''_\D PRECCNSTFLCT1ON VEET,NC WITH C!'"' OF TLl (W LA \SPEC`CR 2. FLAG CLEARAG '..,M! -S. .3. INSTALL CONSTn.:CT•CN ENTRA%CE (NOT USED) 4. C_EAN ce'S & NSTA,_ TESC CB -!! TERS AND CLEAR AREA Or PRO ^ -CSED WORK. S. INSTALL SEL'ME \T CON TRO,. S`'STEMS AS SPEC'F;E * 6. PERCRM ;;RA: hG, INSTAL_ UTILITIES, & PA•'EMEN' 7 SEEL CR SLR, a �E. DISTURE:D AR= AS 8 CLEAN CUT ST.;;cV DRA N SYSTEM 9. R=MOV_ SED!ME \T CONTRC_ MEASJRES AFTER SITE HAS. BEEN S- A_l:.!ZED AND THE CITY'S 'NSPECTOR SAS AP7-RCVED THE REVCVA4 • PRIOR TO STORM DRAIN CONSTRUCTION CONTRACTOR SHALL: 1. EXPOSE EXISTING BLDG FOOTINGS. 2. DYE TEST ROOF DRAIN SYSTEM & IDENTIFY OUTFALL POINTS. ALL ACTIVE PIPES TO REMAIN. REPLACE ANY PIPES THAT WILL BE UNDER THE NEW SLAB OR FOOTING USING MATERIALS AND CONSTRUCTION STANDARDS IN COMPLIANCE WITH CURRENT CODES. 3 EXPOSE ANY EXST STORM DRAIN SYSTEMS IN AREA OF NEW CONSTRUCTION. IF THE EXST STORM DRAIN SYSTEM CANNOT BE MAINTAINED AS A RESULT OF THE NEW CONSTRUCTION, REPLACE WITH A NEW SYSTEM AS REQUIRED. • SPECIAL NOTE: 1. EXISTING UTILITY SERVICES NOT FOUND. INDICATED LOCATIONS ARE ASSUMED. MAINTAIN INTEGRITY OF. SERVICES AND REPLACE IF DAMAGED OR TO MEET CURRENT CODES IF UNDER BUILDING ADDITION OR OTHER IMPROVEMENTS. These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to amts and omissions which do not authorize violations of adopted standaads or ordinances. The ,ps ibi1 the designer. the adequacy olf the des igi sues dsIidos or amigos a thole drawing, a ar this date will void Oh aoosptmoe and will tapirs a suabodual d mind drewinlp for eubsegews wow& Final acceptance is subject to field inspection by the Public Works utilities inspector. Data: 3 oZcog REVIEWED FOR CODE COMPLIANCE Ira •, r) MAR - 7 2005 City Of Tukwila BUILA4NG DIVISION CIT of V o KVWIL4 FEB liO 005 PEA' eEt '`T+SA 1 EXPIRES 1 oS -I sys SITE DEVELOPMENT SERVICES 310208TH ST SE BOTHELL, WA 98012 (425) 481 -9687 (425)485-7199 (FAX) 11/9 /04 GENERAL S'TE DLAN CHANGES 5/29/04 ADDED STC,RMCE °TOR SLEEP TRAIN ATE: 6/12/02 SCALE: 1"= 20' DES: DCD OWN: ,Nc CIVIL & TESC PLAN CONTACT: BRAD DECKER 117 E LOU ISA Si. #230 SEATTLE, WA 98'02 PHONE: 206-545-4984 SEC 35, TWP 23, RGE 4 E Locations shown for existing utilities are approximate. Ir Prior to starting construction, contact w ......,� dor.1 ONE CALL (1. 500.424 48I$) ftz 'ATV location`. _ t"' w umit s/ sy. lone Q .fahrACTB wiM+.l, �. .. -� r r BRAD DECKER now. 11' T AMMON k • rw u�.rM tr�r. oiw,r. 1 P 0)•ct M•rage kit __.when TiW. ' �..._ s1 3/. -" �.. 2. Qeslgn Engineer AVI ERTY I .� � '`� 1 3. Owner: LOPMENT &C CONS /RUCTION / ( L - - I ao. \::•,-;;;1•••• 'y' 4. 4h a r. too M.�.� w► i a. �w.� earb so mlesme "'• T :, Notify the Utilities Inspector at 206 -433 -0179 at least 48 hours before starting / 4 a , . iv project site work, 2. Request a Public Works utility inspection at least 24 hours In advance A al OAK WU. me wider b X y calling 2 06 - 433 -0179. tooa'rs" `aw s 1 r'°• 1 n' . Omar a.a 3. The Contractor assumes sole responsibility for worker safety, and damage to j 1 i structures and Improvements resulting from construction operations. 2i'iL I 4. , • Contractor shall have the permit(s) and conditions, the approved plans, P wh w w and a crrent copy of City of Tukwila Infrastructure Dign and Construction - .>> .r. shown _._. __ _.._ .....�.. on .► In PO ttensers Ssesoes r+s. s. Any availaoie at the job ,cite. \TPP, • 5. All work shall conform to these approved drawin 4 \ 0 y Changes from the 1••N w1 wa. � _�a ssc�oN As e ��� ° : ' w o 1 � a iw w: 1�'1` �n 1 1/d' 1V11. approved plans require pre - approval from the owner, the engineer, and the _ V ►1� ChM �t M �MM• , f , a I toeing C 1 r. Pee ity of Tukwila. �.. sM tc �.e �rtir., soon ender a�enM t� r! t/ / 11 / 4s /a'x 1/11' 6, All methods and materials shall meet City of Tukwila Infrastructure Design and 3/4• i oo s . Wo t Wi i .r+ i w !'" .. • 4 �Ir! Construction Standards, unless otherwise approved by the Public Works Now* .► h.w+M►r. ~ here s+>Mwrr M Director. 3/$ 70 - 100 3 Now* .1 (Iih � La 24 Ws. for v4+ !a• nit s..ewets s . I 4 die web 7. Si�10p I M M1 • �• Mips. rM Ors of � «+ M .IMF► �� M M.A. 24 1 /4' flloonoW Con tractor shall maintain a current set of record drawings on-site. 8. Contractor shall provide record drawings prior to project final approval. ; tit) 311.01111 t,.. 4 I D �, M+rw� y swami .�, 9. Contractor shall provide traffic control and street maintenance pion for Public K�+. mt of MOW he* MO . .IFr.1 t. pipe outer ill s1 -.i > �-� 4. WO Met+�r �� InoueReek Mw MO Win wit tUi.le�.... Works approval before implementation. /yip 10 -3i w+ws Missals. homed by t• CI e . 'nee rn w � e rtrrt+ ono t s filt1.Ml •►o Is V+. Me 10. All surveying for public tacit {ties shall be done under the dlreCtion of a ---` 5. For weft HOPE, a �+ . " WWI ' '' I -o•. i u � /4 s,/. X 1 �r h► of 1Ple pipit Washington licensed land surveyor. Vertical datum shall be NAVD 1988. t100 e-10 �t.,h. "M"e,,",' � «, , w ,. , law ,■�,^ , / ar• , Horizontal datum shall be NAD 83/91. For projects within a flood control zone, 1200 0- e s. M r cement Pelemiks Stsisierg rim. ap . - 44110. - Omi serif► try a Iw lm se ews feent� An the Permitted shall provide conversion calculations to NVD 1929 heivit 4 of MN. 1 1Z AJAR snow M NO1d: lit The Contractor shall replace, or relocate all signs damaged or removed due to o f r f a - - a w.w+e � s e• Q 1 . ,� i Mho rat I nu m construction. , ' r %Q woiowo rn4 it a u - BEDDING MATERIAL. .1111 wen rote 1Per be in lwll.o w %Pr mot .t •ii. t PIMIIE • MT! TO St z 1n10 T ION. GRADATION TABLE M s , oM a . oerT Or* VO4�I. NOTES , ao r S oosri+ wm+ ,z.0 Sant 5T. sOeeeEt 1. The erosion prevention and sediment control (ESC) measures on the approved , . MOO �. �c osa>;s R+>DOua1m Ow plans are minimum requirements. p so tor„ - a ot�nvt nom toe Nwo TMAN 2• Befor! be�lgningjnv cons uctio yl ape, establish the clearing limits and moot �Ot �ao0 jai install construction entrance. 4Li : #, ] %\ � �' .. �� s am, sw p COO 4ii :Ma C�4, 3. Be � ey c „uri& Istu ts o an ri, all downstream erosion prevention and ? " ,M wa sICT N , "�' D sediment control measures (ESC) must be constructed and in operation. Install _.. .. and maintain all ESC measures according to the ESC plan, 4. 1 •tom � PIPE G 114 ' . ESC measures, Including ail perimeter Controls, shall remain {n plce until final � TR�N \ ` site construction is completed and permanent stabilization is established. ., Fits o f Tukwila r , ,,,r 5. From May 1 through September 30, provide temporary and permanent cover [_:i measures to P t re a u nwo d rotect disturbed areas hat wilt m !n ` 20 �/s' AL rke floc s ev n e d ayr �� / / 6 D - SATE: 1 1 S or more. . t • .- : •- I 3/4. 6. From October 1 through April 30, provide temporary and permanent cover i .. ._ . / . ■ measures to protect disturbed areas that will remain unworked for two days or p be PAN W 4' I more. In addition to cover measures, the Contractor shall: - • Protect stockpiles and steep cut and fill slopes if unworked for more than ►� ~�� ∎, CATCH BASIN TYPE 1 c. �►TCet BMW 12 hours. D BY: N. BALDWIN '� Cit7j Tukwil C2t o Tukwila +� G UT" DZ TAJLI • Stockpile, on site, enough cover materias to cover all disturbed areas, C CK �, ,�. T 7, By Octobr C, seed WI areas that will remain unworked duain �� ti ro the wet season . BY . - - AmmommailmilLarnill (October 1 o 30). • STC 90 Prec Concrete S tormce ptor DATE: FEB 13 2001 � through April 30 Mulch all seeded areas. OS - DA TE: 11/20/96 DS -3 Starlinceracr ' s : (900 US Gallon Capacity) SCALE: N. T.S. . - SA TE: - 2 1 96 -- , � � t • OJE C 1 . ....w- ...rrTr -r • WILZTY %19T . ____!ON: DWG. , I 2. All trench excavation operations shall meet or exceed all applicable shoring laws for trenches over 4-feet deep. All trench safety systems shall meet WISMA CATCH BASIN GRATE requirements, �� GRAD 2. Power, cable, fiber optics, and telephone lines shall be In a trench with a 5' OUTLET --=i I � N o • • • o la M al o { l6� NOTE: THIS DETAIL l5 ONLY minimum horizontal separation from other underground utilities. TOP OF GRADE STORMCEPTOF i ` SCHEMATIC. ANY INSERT IS 3. Atust ell manholes, catch basins, and valves In public rights -of -way or STORMCEPTOR FRAME SOLID L I OVERFLOW `� ALLOWED THAT HAS A MIN. easements after asphalt paving, AND COVER FRAME AND WALLS 0.5 C.F. OF STORAGE, THE MEANS GRADE ADJUSTERS T 32"a �` COVER O j 1. TO DEWATER THE STORED FI LTER MEDIA I SEDIMENT, AN OVERFLOW, AND j Batt QAM r g SUIT FINISHED GRADE 5 1 FOR DEWATERING _ l { -- CAN BE EASILY MAINTAINED. I All methods nd materials m f T kwti Infrastructure n C «' • ;: - •- + 1 . et ode a shill! a meet City of u a Design a d � , � l l Construction Standards, and the current King County Surface Water Design 8 • „ • • 6 " OIL _ POROUS BOTTOM Manual, unless otherwise approved. + • • • • - 3(31.° ---- PORT 14' --I I 1= 2. Mark all storm drain Inlets with `Dump .NO Waste" end either "Drains to : I. ✓ ' O UTLE T REVIEWED FOR "Drains r► II - 11 =I Streams", , Drains to Wetlands , or Drams to Groundwater , as applicable. -- . - 6 RISER -,1 I + 1i:L=:' CODE COMPLIANCE 3. Driveway culverts shall be of sufficient length to provide a minimum 3 :1 slope ' • ' a ' �-. ! � 6wit**,�„�r) from the edge of the driveway to the bottom of the ditch, Culverts shall have 72 m 7 •6' I 01 beveled and sections that match the side slope. VARIES . � . : PORT INSTALL IN ALL CATCH EASNS ALONG FRONTAGE AND MAR - 7 2005 4. For single family construction provide one of the following notes: S TORMCEPTOR s DOWNSTREAM OF S TE. INS IN NEW CATCH BASINS 4.- INSERT • Singe famliy residences constructed on lots crested by subdivision mst UN _ STE IS STAB JZE. prove downspout , rfitratlon according to the appoved subdivlalon - _ - _ _... a :.�'o� `'� �� • City Of Tukwila �:� =� .. : oft, I INLET WEIR OUTLET •- ,r �• A ''�T NANCE STAN ARD • • • • Single t'aTliy resioencea constructed on lots created ny aubd`vlsion must , ,� M E S BUILDING DIVISIO • „ ft: rovlae aownlocut dispersion systems according to the approved 7 - ` ` 6 " 11111.11=. 1. ANY ACCUMLLATED SEDIMENT ON OR AROUND THE FILTER FABR PROTECTION SHALL 8 REMOVED IMMEDIA '` :7. • . r`'' Subdivision. T G CR, ORIFICE • • SEDIMENT SHALL NOT BE REM WITH WA - ER, AND ALL SEDIMENT MIS' BE DISPOSED C AS FILL ON STE OR %4 ` v � y '' '';''• *\* • Single family ti r,�d mew sidences consted on lots mew by subdwle�on must PLATE 6"e ORIFICE ■ 6 " HAULED OFF S'�E. L E provide p•rf eted stub out connections according to the approved ; EB 0 L1 subdivision. E , t.. 2. ANY SEDIMEN'' IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE -THIRD �c 1 "�J I �xI' RES 5/14/,3 j 5. Coordinate f na stub-out ioeatlona with l;ti,lt'e• Inspector provide a wire OF THE AVAILABLE STORAGE. THE LTER MEDIA FT THE INSERT SHALL BE CLEANED OR RF P AT ? or other detection device and dark stub Out Iocat;on with a S foot 2x4 B CAE t.. 0 _ LA SED A LEAS GIs._ MKS, b.�riod 4 -fest and labeled "=tore' or "(pair", , • . ' MONTHLY. "'r�q in 1 INLET TEE 24 "e OUTLET INLET 3. REGULAR MAINTENANCE fs CRITI �4' F R ^TH F T v t c rY __ � - • 6 . DROP P RISER PIPE C _ 0 B� ORMS OF CA CH BAS y ROTEC . IOty. UNLIKE M ANY ORMS OF ., \ 1A��T�suP� III�Tt! 8" ' - PROTECTION THE FAIL GRADUALLY, CATCH BASIN PROTECTION WILL FAIL SUDDENLY AND COMPLETELY IF NOT �, 1. The Contract° shit 'nat$$t corporate stops, water service ''nee, and meters. ; • PLAN VIEW OF N� MAINTAINED PROPERLY. J _, The City Of T;;Kwlla will k+stei; the meters. ,.,______ _ SIT DEVELOPMENT SERVICES 2 �esaun test 111. water trains and appurtenances. 8" . • • • • .. . • ' • • , • •. • • ,; • . • 310108TH ST SE • 3. Mush and o+sinha new, cleaned. or repaired warer mains. d . .. - TESC CATCH BASIN INSERT BOTHELL, WA 98012 4, Install restrainec joints e: elf bolds, tees, and other direction changes. 5. All 'vete , trains snip , have a blow -OR assembly at low point and sr air vecuurn (425)481 -9687 b relief valve It high point of malt. SECTION THRU CHAMBER 6. Instal: fire n y I cram aaser"b+ so It su ., TO 6 rds plumb and so that the owes: outlet 'a „ (425)485 - 7199 _ . *c' et 1e" aoove the finished grade. The sue m bly snip have a clear sore around _____VE,RLAP se ., �.." wiaxis l�l rt, wi r ' 1 hydrant Of at least 3e" and the pumper port Shall face rreet or fire access. 7. The Thstaller of a f+re ! ne beckflow prevention Qevice Inste''ec outals the . bu;,d;r and underground. shah nave I Level :II certificate of competency o• a Level 'J contractor's cert'flcate of competency. If the 'retailer Is different that NOTE : the backflow prevention designer, then the insal;a must .tarp, sigh. end data 1. THE USE OF FLEXIBLE CONNECTIONS IS RECOMMENDED the plans, in addition to the des!gne•'e stem*, sIgne:ure, or•d date. 5/29/04 ADDED STORMCEPTCR AT THE INLET AND OUTLET WHERE APPLICABLE. iv waiTAflY gi KOT 2 . THE COVER SHOULD BE POSITIONED OVER THE 24 "o S LEEP 1. Ai: methoas Inc materials Oil; meet City of Tukwila Infastructure Dsign a'+d OUTLET RISER PIPE AND THE 6 •OIL PORT. TI Construction Standards, un•esa otherwise aporoved. 3. THE STORMCEPTOR SYSTEM IS PROTECTED BY ONE OR p...-......._ 6- 2. The Contractor shall mark the end of the aide sewer, inside the property line, MORE OF THE FOLLOWING U.S. PATENTS: /4985148, -,ATE: 8/12/02 DES: OCD wrth a 4 foot pressure treated 2 x 4, burled 'n the ground 4 het. The nurleo .6 . -M'•- ♦~A ►5498331, X5725760, /5753115, 05849181. ENLARQED INLET `_GALE: AS NOTED OWN: JK ,TEE DROP PIPE ,. i 1 REV. DESCRIPTION I BY: I DATE I CONTACT: N OTES & DETAILS BRAD DECKER 117 E LOUISA ST. 9230 2 of 2 SEATTLE, WA 911 PHONE: 206 -545 -4964 DO2e0 35/ - _ _ _ , _ _ .. . - .,.. .. toot,,,,.. -. .:toot.. +.w.ww.la..Sa1• a, . . . :...x.14.„ . m. .u0..4--- •• • • • ,1. 1'' V 4 F • 1 D 02_0351 35mm Dra • #1 4 I i I l L � I I 0 Inch .1/16 2 3 � 5 r ., � , Y ^�r - _ r hHlIulIiII iiiiIiiiiiinI.iui iiililillallllll. ll II I) I IIII�IIIilllll 1 lllllllll1lllljllll1lllllllllltlllllili1iiiiliiii/i1/ilii1i1iiiilii 111 . .. . . 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Z0.0 . , . • I.C; Z5.00 • C l&i o u 4-anci MN* 1 Pak\ of dvtit.).* F • . ..-- . . • .. . . . eilel o i'• $ eLoc:•.. ' ' bye. 5ipt 50 A,: • ,p,l•rwire LIN • • • . . . " . . \;•• \ ( TI i ; - rcrer -rife). ,• • • • . -, ::.......:!_.....:....-..:.:2::_ef......„--...44. b . . • . • RECEIVED . _____-___.---- - RE .IV 2E . . . . . , . . • C.ITY nF TI1KWII A . i • . • . . • • . . AUG 1 2 2004 • . . AUG . . . • .. ....„ TUKWILA . • PEFNITStPiTERis have • viewed b\: the l'oblic . P PUBLIC WORKS S I T E , N • V'orks D • epar N. -I r mance with current . ' SCALC: 1004r7470:44 • • City standards. Accep.ance. is subject to errors and • I - 30.1. . omissions which do n t authorize violations of • NOTE S : adopted standards or o dinances. The responsibility • ..........-._...... . . for the adequacy of the design rests totally with the . LA SnALL nuriFf l' OWNER OF rele ai.iint TAU itIN 17111011 designer. Additions, deletions or revisions to these :. '11 44 caw., riuN Fun CoNNS C VON TO .9" ',Area MAIN, exisnNo . . 'ALL /54. l'4APLAC10 TO •Abire.o.i cAls on/4 cuNr,ir/uNS, drawings after this date will void this acceptance . . . _ • and will require a resubmittal of revised drawings : -•••••• ..... . ••••• • •• • . •• • for subsequq4,-,approval.. . ....- • • ..-----.... - . . :;-... • Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: i g/1.7./..cf.._ cpkilyi ( 1T411.4.( . /.116 5. 6LIAIR ) , , ' 0 I . • :* I : ' 0 '.. ' ' I • Inch 1/16 1 I. 1 ; I ' I . I' 1 ;- 1.1; i ; :.I 1);; ; ' i . ' t 11 I 1. I 5 6 If •' . . . . c -Wi.r 1 y 4.) . 1 . ••••••• •••• ..- - . . 9 [ Fr Ci ti . t Ul - .-- . -- . 1) ---- t - ' --- E - 1 - o .. 1 IIIIIIIIIII111111111111111111111111111111;IIIIIIIIIIIIIIIIIIIII11111111111111111111111111111111.11111111