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Home My WebLink AboutPermit 5648 - Fairway Center - Building BBUILDI3 PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) • CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING �,�� PERMIT NO. DATE ISSUED: FEES DESCRIPTION AMOUNT RCPT 0 DATE BUILDING PERMIT FEE 5552.00 07,33 8g96 ? -11- 4 -17 -8 PLAN CHECK FEE 3609.00 BUILDING SURCHARGE 3.50 /) S 7y/ 4 ' ?9/ 8 ENERGY SURCHARGE 15.00 075-3 OTHER: TOTAL - 9179.50 TOTAL OCC. LOAD 1st :• -I P F i O . 1 F (' T INJF O11r:TA TIOr 14240 Interurban Av S 2,006,440 PROJECT NAME/TENANT ASSESSOR ACCOUNT* Fairway Center Buildin #B) 31650R-1 FR1 _n6 /nnn2Rn -on -0n TYPE OF ® New Building LJ Addition Tenant Improvement (commercial) U Demolition (building) U Grading/Fill WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: New office /retail /manufacturing building PROPERTY OWNER Park Properties PHONE 328 -6000 ADDRESS 140 Lakeside, Seattle, WA (ZIP98122 CONTRACTOR Foushee & Associates PHONE 746 -1000 ADDRESS 3206 118th Ave. S.E., Seattle, WA ZIP98005 WA. ST. CONTRACTOR'S LICENSE CCO1- FOUS- HAC -1580D EXP. DATE 8-12-89 ARCHITECT Lance Mueller & Associates PHONE 325 -2553 ADDRESS 130 Lakeside, Seattle, WA ZIP98122 USE 4 Office /B-2 / COUE COMPLIAr1CF_ / / / ZONING:M -1 BAR /LAND USE CONDITIONS ®Yes 0 N ANY: / 7 S FLooR 1 W SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. OAD TOTAL SQUARE FEET TOTAL OCC. LOAD 1st 39,144 975 39,144 975 2nd 23,919 457 23,919 457 • TOTAL, 63,063 1432 63,063 1432 TYPE OF CONSTRUCTION -N UBC EDITION (year) 85 SETBACKS: N - S- E - W - FIRE PROTECTION: Sprinklers p Detectors N/A UTILITY PERMITS REQUIRED? ® Yes O N o (through Public fvorks) ZONING:M -1 BAR /LAND USE CONDITIONS ®Yes 0 N ANY: / 7 S CONDITIONS (other than those noted on or attached to permit/plans): /1 APPHOVED FOR q BUILDING ISSUANCE BY: y Alp 1 OFFICIAL DATE: ,, / Cj 7 /C.� / I hereby cert. y that I have read and = • mined this permit and know the same to be tr a and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to ive authority to violate or cancel the provisions of any other state or local laws regulating co ction or th T rmance or work. I am authorized to sign for and obtain this building permit. GNATURE: �i1//Lr! / (4^//24.4...._.) DATE: //' c* PRINT NAME: � ,e _. / y 1 A� ANY: / 7 S This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. CERTIFICATE OF OCCUPANCY NO. j DATE ISSUED: 14017511 BUILDWG PERMIT (POST WITH INSI- t3,;TION CARD AND PLANS IN A CONSPICUOUS LOCATION) CITY OF TUKWILA - Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT NO. 5 60 8 DATE ISSUED: 14240 Interurban Av S FEES DESCRIPTION AMOUNT RCPT • DATE BUILDING PERMIT FEE 5552.00 0753 8996 7 // 4-1711 PLAN CHECK FEE 3609.00 BUILDING SURCHARGE 3.50 015- 6753 71/11. 11/-86( ENERGY SURCHARGE 15.00 OTHER: TOTAL. - 9179.50 TOTAL. SQUARE FEET TOTAL CC . LOAD PROJECT NAME/TENANT Fa i rwa Center Buildin #B ASSESSOR ACCOUNT * . •9- :: -s. see :1 -11. -es TYPE OF • New Building • Addition • Tenant Improvement (commercial) • Demolition (building) • WORK: 0 Rack Storaoe 0 Reroof 0 Remodel (residential ) 0 Other Grading/Fill DESCRIBE WORK TO BE DONE: New office /retail /manufacturing building PROPERTY OWNER Park Properties PHONE 328 -6000 ADDRESS 140 Lakeside, Seattle, WA ZIP98122 CONTRACTOR Foushee & Associates PHONE 746 -1000 ADDRESS 3206 118th Ave. S.E., Seattle, WA ZI WA. ST. CONTRACTOR'S LICENSE # CCO1- FOUS- HAC -1580D EXP. DATE 8 --12-89 12-89 ARCHITECT Lance Mueller & Associates PHONE 325 -2553 ADDRESS 130 Lakeside. Seattle, WA ZIP98122 USE 4 Office /B -2 FIRE PROTECTION: QSprinklers Q Detectors 0 N/A (OD1 ( oral'L IArl(:[ PRINT NAME: /?/ Z_yy,: V.9it.) CONDITIONS (other than those noted on or attached to permit/plans): FLOOR W_ SQUARE - FEET OCC. LOW SOUAFE FEET OCC. LOAD . SQUARE FEET OCC, LQAQ SQUARE _Riff_ OCC. 1 ()AD 9QUAAE FAT OCC. LOAD: , TOTAL. SQUARE FEET TOTAL CC . LOAD 1st 39,144 975 39,144 975 2nd 23,919 457 23,919 457 TOTAL 63,063 1432 63,063 1432 TYPE OF CONSTRUCTION' -N UBC EDITION (year) 85 SETBACKS: , _ _ _ W — FIRE PROTECTION: QSprinklers Q Detectors 0 N/A UTILITY PERMITS REQUIRED' ou Yes QNo (tnrPublic9 workiL- ZONING:M -1 BAR /LAND USE CONDITIONS ®Yes 0 N PRINT NAME: /?/ Z_yy,: V.9it.) CONDITIONS (other than those noted on or attached to permit/plans): • /1 APPROVED FOR BUILDING ISSUANCE BY: �; �' /% OFFICIAL DATE: cj �C� / I hereby cart' y that 1 have read and = . mined this permit and know the same to be t a and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to • ive authority to violate or cancel the provisions of any other state or local laws regulating co - ction or t = • d• rmance or work. I am authorized to sign for and obtain this building permit. // J$GNATURE: r�i1/ 4.t, 4"2/2/0-4,___: DATE: , / /,`lr PRINT NAME: /?/ Z_yy,: V.9it.) '/6c.T7� S f This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. CERTIFICATE OF OCCUPANCY NO. ' DATE ISSUED: us I &y CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECTION RECORD PERMIT # /5' f - Date / — /o•- 9 o ae. _ 7 Type of Inspection i� � Date Wanted nut ,t, 1/i :70 7p.m YP p _Site Address 7'1,2 /o tJa S. Project /C4% -1-0- Requestor .. rz of Phone # �%/ -- S2 j Special Instructions Inspection Results /Comments: / r Inspector Date 1 ////f0 ko..whwawxr.stvw ... 404Qa4° Maa :tatW,7r"Ormv6.a+..nawrrc-un.av CITY OF TUKWILA Building Division Tukwila,,tWashington Boulevard 98188 (206) 433 -1849 Type of Inspection £te./ Site Address /Va -c/e, "Z7� Requestor Special Instructions INSPECTION RECORD PERMIT # 4"6-6-7-/10 Date /;,' �rt� ��Iiyafr- �� -6/4 Date Wanted ly�.�� a.m. p.m zrervvlhx, so Project P;24;-€.(7-die Z74, A44 Phone # Inspection Results /Comments: sect` 7"G�OY. £14 /d e y c./ / Inspector Date /22�W forme: l! wr era maurzle. Kraxtvx0AVw ;xx;.ramnv:a.c.,;rr�:n�. ,.r,.a:,.n�,.b.k.., .�................. CITY OF TUKWILA Building Division Tukwila, Washington 98188 t, 6200 Southcenter Boulevard r f`� PERMIT # 4,'::i5 (206) 433 -1849 I Jk Date / g% /CYS"9 Date Wanted /o/i/o`7Q /1579 a.m Site Address /4/A4/c) Ltr,./2L 1(t..d% Project ,' % ;'' Requestor —/,(. Special Instructions INSPECTION RECORD Type of Inspection CvJ b‘49 Celigf Inspection Results /Comments: eta A— r "- Gf F -(4-s c f /oo?/ 64< IS Inspector Date ..�.,.......wv+.. »v.sncscurc.r r ise>:. stn, ic�tarv. u>. �n++. cccws: T• ;v.+;..n...r.- .r..•.....,..�u.� CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 of Type of Inspection 11�1 �'1 ( l_.� i f t a Site Address Requestor wu:+ rwnrsurxrc:+ s: n, r�r. �: es.° n�.:..: rvz. �: sv ,•a,.aura,:csrv.,•5s.:r+.m:s�%. Paz: x' xas:. ri:- 8 :+xncevaxulii;l,:1{4L"L::.:.:.. INSPECTION RECORD PERMIT # 1� Date (3155 Date Wanted a-19 'S9 a.m. Lt - erurban P\\1,5 Project VairojC0. CATIttr 4tE3 1-W - r (Kn Phone # Special Instructions Inspection Results /Comments: 6 Inspector Date '-- 17—'4 CITY OF TUKWILA Building Division Tukwila,,tWashington Boulevard 8188 (206) 433 -1849 Type of Inspection £'/ Site Address /z-f2.-44s2 Requestor 6``41 Special Instructions .,...xwool, . welsh/ tl:». wai' a1nu. �n: �sr :xt.5+4++er�cc.v..:t. >J� >Aa4m tJU r�4rsrs aurw/+ wat:+:4rr�a- �m4.x.r:,2.�fvtYtiaP s:k4.:lQ: N.44 INSPECTION RECORD PERMIT #if e Date //2.---AV:---577 Date Wanted %2. -75_ a.m. Project y) t c , . Phone # Inspecctiion Results /Comments: C a Cycc.GP Z74-(, _z!t,7.4e41 Inspector Date 4,2/5/%1 h7.W:J2Incgtortr varhrtvirtel.x!AFAI l ,'Pit ,c4frar k9uc 1. CITY OF TUKWILA Building 0ivision '6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address Requestor Special Instructions ,y. Y 1411 t, INSPECT !?N RECORD PERMIT # ,...6&4/17 Date //---429'--137 • ,54.04 4Date Wanted 4/ 87 a.m. Project rtL3 � �^ Phone # 02 3 Inspection Results /Comments: fiet.4.ee, pied-g Tncncrftnr �/�i�.✓ L/�/_/�1�i/1 Date df�� a,.....m,nneiwnww,ra�a+ �m. ftMt: etr }dttA1C'f54iitufhN+YlkeY.ri +dk cmr�k.ee:su+.rxr: CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 C 4,4,64• o,,C1xn5.r:•tvr }..M Vt.M.A:xr,e,aa,mrrrxt a °+Kr:,kGJU,tt!i'<`'M173'J;e:! INSPECTION RECORD PERMIT #_,51744;46 Date i/---257-13 Date Wanted / / -' -�% Project f i,v,„4.•tK7 Phone # Type of Inspection 66,e-L . "Site Address 11/24"l &/- ,r.,,�� -, Requestor Special Instructions a.m. P.m. Inspection Results /Comments: _ BIZ /� Inspector Date .AME:s'V:111:Y?A'Fdon tin)• V4i!: 4NW: s..1ViA5+R.srllkilsMIWFWVitt,t,c Am:,e.,11.41,1t CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila. Washington 98188 (206) 433 -1849 :1 ".P.:4':t. "1 INSPECTION RECORD PERMIT #JI'; _f% Date (9_0 Type of Inspection .te-ai\tlri iinsulUd l on'kic61; Y9oate Wanted 11 cjnsTS1 4 Site Address JLF 1Lt �1- efUrban Project Fir LO COI Confer Requestor r� u h Pk- f KW m rr Phone # (91-1 3"AV-1 Special Instructions T. Inspection Results /Comments: Inspector Date 17"' 27---� hoxatAllii. AV ti CITY OF TUKWILA Building Division 6200 Southcsntsr Boulevard Tukwila, Washington 98188 (206) 433 -1849 , o,. �rc... e, s« nu> rms�irn: aca: rt, er# xa' r�. 7c�a.;: iszlrn• e; rz7.,: km; Nu^;" ;tert;v�ms *t3`!.st7.NVD.Y; Ada; 4tC.; iT .Y+:'�ti;:C;tfi•J'i7.x'!a:.2�.v. . Type of Inspection _441 <5(k10..247),/ -Site Address /// 4/a Requestor f f (1 9-i't. C•�1 j�.�'YI ( lam Special Instructions II INSPECTN RECORD PERMIT # 5(0L/' Date f / //7/ ?q Date Wanted W OO /g9 Project {Z'L) C Phone # ce -/3 -7 p.m. 7 Inspection Results /Comments: Inspector Date ny,axmu: cux+ wm».: snSevtMedr:1G:tale*.`.y'II ",Y.7.'ck'i,M'iti.4.V x'A'a*V41»7xmn,uo..74t0h;:.sa r: A.,r,w. »>.r...: CITY OF TUKWILA Building Division 6200 Tukwila,,tWashington ul98188 (206) 433 -1849 • c.+,. . r,.. .,H.m. cw s�rocz+zvr�ir ux.m.v :r ^r.',.,,:x•M dtx ^� Y.•1::ty:itr wl• :zv'r.`r ,.rti ;. 4:2: hY:a t4:12Rt i.': INSPECTOM RECORD PERMIT # 5lpLI S Date I t -( Tscl Type of Inspection V'rCtl'Yt! )J Date Wanted ((" I -]- j1 f ��i En t, a [O Tnk'erurbc n 1-\\I S Project F0.4 Wa C .gnf,er Site Address Requestor Vh P ck\P r man Phone # D 3- l Special Instructions Inspection Results /Comments: j�vq� 2r rl Tncnnn nv. / ! N ///1,v)----) 112 +e .........rxw��•r)l.el.rr:Y.IYC .' �1J7! Y^ Y.. f�. tY.: W1YFiikf:iinwQ +.'#Y�.':..v:•wv. • CITY OF TUKWILA Building Division 6200 Tukwila, Washinotonul98188 (206) 433 -1849 Type of Inspection Site Address Requestor Vrarrit n(PG1(i'■a1) O lUf Y) t-koy\ k-ey GLn INSPECT�..��.N RECORD PERMIT # Vdg I'�aa e � Date 1 - Date Wanted I'— 5- <69 �02� AV Project r I uJo -�,1e r*eY Phone # Special Instructions p.m. Inspection Results /Comments: /I4 °pke 0-h27:, I Tncnnn +no ehi,„ nz +n aw, nnimcftwa uxuyno. tr yiikroTo7i'ZittiWei^i':,AVOI araha:rS.r.m.h.lorf:•rn,: CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address ....,.�wuswa:rtwtwenri ;t.4 : �'. �r�: �t: ix<?,;: .. u: �ratr+• m: tf_ St uYiSf:' het.:�;fA:`.'iY,Spy::F; ":':u:'. wig; til is4'.'. 5:. �'.' 1 >!L'!!tn,idnr;f: "i:ii'�,.•`:' INSPECTION RECORD PERMIT # Date L. 4/ %Y Date Wanted D j s-- Project Requestor G, Special Instructions Phone # y �� . p.m• Inspection Results /Comments: 1 Is Inspector Date / /---'/3 7 Ivvw.: Y.Y.K.W_*FStwowes';,er.;* 1.fru:Lxele..7;4.jmvi. 16,10 CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 ,.�e,..i „_ ano: nctnarx�..�J -:t' ✓. n::.Yil ?:'� a�::- f-;.c`�t ^.,�_ sZ.'.v,. ,!:4J:P7<;�fz.: ,.ri7;;• ..:"Yl;'�a'�i ,.,ii ? ?S:h!.':'�,ct:'::�4.`t :r�:::�i�..: ip��5: . Type of Inspection CYro -rYlkf Site Address l (Iauto n -e( ucbr\ Requestor tiU(Sh `\.0 ky tno.n Special Instructions INSPECT �;.N RECORD PERMIT # Date (��"559 Date Wanted ! I- Ti” (69 a.m. Project F0.kr wa_LA 0.r\{-€ Phone # 3; Flo Inspection Results /Comments: Inspector /?._ Date /1- -g,f� CITY Of TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address /L% 0 lrur. ..e. «.. ,�., : «,r,.,.......�,• >. ,,,.wws•a•,<- ..r. «:; e.h• ++;avu.�;v;e INSPECT RECORD PERMIT # J� y PERMIT # J� �� ,� Date -� _ 7' /'�C 'i�r (LxtS7) 290/101( Date Wanted r /�-7 �? a .) p.m, t:. Project Requestor vl Phone # ay3 Special Instructions 7'77 Insp //ection Results /Comments: Inspector A (.„7 Date i1 "7--46 YF :4k5ji kb"6,s 701,1,1 Z, ?•sY:EC•' Nekt'dtuLimwmt...Ve f ri5.aw:r errs+ n.:. �� ...c.,roe:.ew....r:rv<- r. „��'n, CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila. Washington 98188 (206) 433 -1849 J / Type of Inspection -tf/1�fi!(Q rP27 Site Address J ( L(O .-74 aYUv Requestor /r1� Special Instruc %ions -1,41 �ryhr:<r.' > °.(' «C•u;i�t? ?F �n'!.'.:111''..`.�;i�.((.i� i:at K'. INSPECT! ! RECORD PERMIT # �,yx' Date/14-6- ?9 Date Wanted - - (?Y' p.m. Project Phone # a4i - , 977 Inspection Results /Comments: Inspector Date /7- 7'-"A 0...O.VAPrAtErritgaiL,V1411V-VMVVYA',72A0Mg.a■te,...e4Y14:4414gr KI:Ckit:k4K....PWV105t, CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 90180 (206) 433-1849 INSPECTION RECORD PERMIT # Date I Type of Inspection O(Y) irk (PM b0,0 IL-la/A() Rrutebo.yA Av- .Site Address 5 Requestor 1-Nuah CK-Q1 Y1'11Xil Special Instructions etc1:913 Date Wanted V V— 3.--%9 p.m. Project • n r Phone # (D43- Inspection Results/Comments: fr/-,-, eZ s ""O /eeF // S?/ ;w 62k i'■4( AI rAi/.6t 2 # Inspector Date CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433-1849 Type of Inspection rx.:fxsa.04s;,..(ekr2v.':■4‘;.',•,4.WIlvt`iNCI:,,VMr.•,-;;;I::th,Vtrtlki:,f,Wi:-. INSPECTION RECORD --),15 lir PERMIT # ''5 4 4( ti, Date /)- cif —e7 Date Wanted to --i- .5.- 9 p.m. Site Address il-/...)(10 i gliPA 15 Project Requestor i., A k,_,,,,............ .--id-u,A, ,, 0 Phone # .cl,r3 Special Instructions Inspection Results/Comments: So 4.-;t7-s" .44a a A.060.4., 4050.1014/ 1-0;c;.:1,4/„47. 1,4-1 OK 7'0 c, e SI 1 At rOde■ lc) At Inspector Date leOLV/ki vP.L` atte 9Yt'.CSC'egto47.ttSIXtimr Ir.Reavitioxxisut:n.4.:k iavr CITY OF TUKWILA Building Division • 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address t// Requestor 4 4 k ,,c2 Special Instructions (1th fatn. oh 4/1..6Yi., 1.4 ssmm ea»vVermcti+x:r.OM A.a7 zir qa $41•;VAA:?t:if :.VMM'!te4.w.45%A 3!!':rtVii. 01.1: r_rY.t5Xri INSPECTION RECORD /.(5- PERMIT # 6Date ( 0 —c----' % Date Wanted tri/L ��/ / °/ p,m Project Phone # c/3 dg 7� ct 7) 4n, Inspection Results /Comments: // S,De ��U7� f�j 6-01,A 4- �- < <' s /0141.5,40 � aka (e4. ,. Inspector Date /0/2...1/?"i CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433-1849 nre,',J'CV+7,40:1,VeYr:VMA,P,P, INSPECTION RECORD45-3- PERMIT # Date fc --/c- Type of Inspection •Site Address /(4,2_ 2A762A. /4Ve Requestor f--e1 Ake/u,,A.A. Special Instructions Date Wanted rx.„ ia. /7- 67 Project Phone # 2 7.7 Inspection Results/Comments: Zef-F OePti/11- - N ( ZT frad S' F :;# 014; 0i roof /la; // 0 A-4ve9 i}6 C 4taceo s 'k-Z- (37144 c,"; 1 5 (7.2„1. e Inspector Date CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433-1849 INSPECTI • N RECORD PERMIT # Date Date Wanted 9 --I 9 —%°1 P. . Project Fb,; r wcui C r\t-ke r Phone # QL-PD" Type of Inspection f7OUr n ce Conc Ott:, • Pane i5 Site Address 1 14 (V--1 --Irt erU rb6ur-) tv Requestor Nck.rzr TYNX_+(\ Special Instructions 51 C13 5 o 0 Inspection Results/Comments: Ow,- /5 t 5 c941iY caY 5 3 " ,71,77e c 4,1 • - i6:eeed e4! Inspector 72ort .41-7 Date. u..rruvctexw. +Hare trkejt�mclt nrr. e.., nnnw<,.. u�. w«.,,,....... ��..»...,.,. w...-.........-. ��«. a. a..,, o-.+. r�.«,.•, we.,.. c. acrpmeeUt» v [t+.mvrMVn�w�:c,s.�Axra:.siwx:. �ix+Y.t ! tit❖ 1YxJG: 1VSAL .ir4• -- ar,trugrvx;#:.d"yrsal F '.i;;•�, :,in,'.�ii'.�. CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address Requestor Special Instructions &eel' ZdA,d 6:9e1 S • INSPECT ,!N RECORD 2.70 Se c,/ Date Wanted a.m. p.m A. -2-? 7 y PERMIT # Date Project Phone # Inspection/ Results/Comments: % /040, j ' .G /S' ,e0 Sr" (3�t in I) �r { / 1�%7 IC?•;0 '.�•� / 0.D b1Q/ f .," `t" j /firr�� `7 /i- , /If) Inspector Date 9 1:11 1/7, CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection • Site Address /c1 .,Yo -1. Requestor orr w. x: nulrrirevrs< e.'+:: mrixxral.. ��m;•. T.:r:. rWta .�!d�llk.m, 175 INSPECTN RECORD PERMIT # S 6 -(S Date G AefAmriagsli • Special Instructions 8 •a.3 •£f5 P — ,y. &-9 Date Wanted —Attu, 6:3c) „ Project 1a4,L,U,.,947 624. Phone # Inspection Results /Comments: /S rG G /.: / 64 S -4;:;.; ©k1 S• Z'e c9 frd a 4/a, e Q1i S�G/ cad /`Pg r/i Y«P me-07 G 5, Inspector '- �•'; —) Date is 125 0 Ci1iSYY. L�l M .t1'wiia,'ii$,.i xnavmr.,...... w. .I..:...1...tSir4t4t" ilhari',WW1!tt!CUMUVVVYCie,Y.0 ,,,oar, c..•,w. CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection . Site Address Requestor Special Instructions //el oLLej Icea qo +vmwwxurry ervw,:a:SFarv¢t. rasirtla.'^ Cx'. xt_.:n xtX`X..,± 1A+'. Sttvartti llsa,ta•R : aft- •tNattrv'rkV4eIttC; R.:VW:416Y. INSPEC ,; N RECORD PERMIT # .-G `(),/ Date cg ' I - pri" gknitlitci,irl ■ Date Wanted Project Phone # .mt �cV 7-7 Inspection Results /Comments: `,( %i, -- _ A ikey d.., . t7+1c�' !, -0 . 5 hoe"' 00 4. :4/5 ./#1. c,j A ea>, e -e P " 57 erroe./d 4,1v to ' 14 AN /0 /`teA d Inspector 2/ore,--,1 ,009.441-3? Date 0.//e, CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433-1849 4.44, • •••••■,..• Type of Inspection Concf.f2:4-4, 54b ' Site Address 19 QL--In icrft.ey urban f\ve 3. Project te Requestor HU5 le\ cl<9 rrno,r) Phone # (91-1 3-- ---1 Special Instructions 5pe.C10.1. -11(147.0 nr (AM b -Merv_ ck-t-- 30 -Tho (-6 do.c mocv) k 1'9 INSPECTed RECORD PERMIT # 5t-tc6 Date Date Wanted (Zr -SP) 6: 3D r a.m. p.m Inspection Results/Comments: •6(/ it/ 'Yei /1,k. s2s c,„)//ed cy-,A le a 311 ()j Id 14. s ,s heatler (Li sli4"/ 40/c9e to kte C/0' qj 04. et 211 f k /1/8e Aektel. ee/a 4." a P oliC) 141.4-1k•e, 4.. rf IP Pet 11 30 ( /e-.:'-e c.,k 42._ i-t, 9,1,-1e1; as. a ..52:49b, A,,A G /14 4-9,74: ) 51 .ci7 s-e," ,/6e0 ill ea 1-eas ed Inspector Date 0441417615 he ki LS It s'/ 4-4 ele")%reisie two.— eb-- 4 a c #4-te. rA fr pw-ri :soot- ei.3s ' /eefr 4,1 sitAtil;t4>. °C2,10 e tea- AUG 18 '89 18: 28 ENGIHtt S HORTH(IEST 522-69B ENGINEERS NORTHINE .NC. 6869 Woodlawn Avenue NE, tote 205 SEATTLE, WASHINGTON 98115 TO (206) 5254560 • 24^11NYAle. • P.1 DATE. Aq suaxcr AlFrgW,AY :7043.15 eP&I _ mak/6 eiraplo0e4773&J --rez:gy H-44/0 efAogg;?_ -rz:) A ,z-in(cFP PP,,4.1cP, ,P4140.ric OAP7;4C-e. ,MAH E56 wove Az.04 ..AAAY /A/ r4) A 4(/A/a/4( .4, `"4.. CC.L.g2tteegO SIONED _ -6- PLEASE REPLY ,XNO RE SSAR-Y"- 1.1.04 I ••■•■• or) aw Fo.r yo6( •0 T-A( Ok 4. mow ./k4 -We ktc.ke. ) roc ( (1/T-e, ussec/ (ge op (..e, 4,104,/ 7/1.. (4(01411 ,),z jaig e.t.iery ,t undo Tv 714.0 tde- _ //ft go-nteo-i‘bre6;7c. ocaesc, Fiee-litle(c/:- a rOc • /EL No . (1..„ 4, • Fitiaip5 T HEST 52E-6693 6869 Woodlawn Avenue NE, Suite 205 SEATTLE, WASHINGTON 98115 (208) 825-7500 328 5038Aug 16,89 23:27 P.02 1/4 P.1 PATE ..--/ -6 ....11 ...th____,,,.....„..,...____ ■••■ mem Nomo PPrR_Fect.-. I • V. -2AL.; „ sismeo 0 PLEASE REPLY 7-•?2.44 NO RC: NICESSARY rL N Park Properties Development Company 328 5038 q.iig 16,89 23:26 P.01 4. .• ` 'f IU l rya I i 1 ovectr;Un 1 Ul L ,..dlocl At,;l ;.rdtU•.VONI ilon51n1•l.1• ( 'C (4 M . :LluO TELECOPIER TRANSMISSION COVER SHEET TO : _l Y_ DATE: 117 FIRM: i?p ydids4t1 FAX TELEPHONE NUMBER: ( ) 933 „id____ FROM: NUMBER OF PAGES (including this coven sheet): cQ FAX TELEPHONE NUMBER: (206) 328 -5038 Note to Receiver of this Transmission: If you are having trouble with this transmission, cal]. (206) 328 -6000. When sending return transmission, please include name of person to receive it, COMMENTS: 191*-0,49 hird //2.4' cep? 6/t» toe 96/4/.664S /WW1 I -c / 7,64412-06"- 7' (Kfe� JOS /fr ,g1 /w/ DLA/r1A--1 lftl' :'3Ig32101.44ittitiatthWitOMt17 e!44.QS„Yid'2.0ei! ?t.1,04M. Yx7�+ax. «x rww. u .ar.v- rnon.....::„w„w ...V feel, 4. eV, ,.e. CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection ecr-x- Site Address Requestor Special Instructions INSPECT N RECORD PERMIT # 4-,( Date -- // 0P! iy r9 Date Wanted tw / `/ % '2 c w tik} S . Project Phone # a.m. p.m y3-- .2f77 Inspection Results /Comments: mfr e iofr ,e4)--75 ci7 -471 Inspector 4111::; Date of,/,/,,02 CITY OF TUKWILA INSPECT rN RECORD Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 yj�/.� PERMIT # (206) 433 -1849 �6 ey Date e- /6-v Type of Inspection Date Wanted � a.mm�.'p.m Site Address l `(.2 V Q „L'vv �luc S. Project 1�� «�< - Requestor /-6,-474, ai ,p,,4„_. -,,4,_./ Phone # —=, K-- .,„2,p 77 Special Instructions Inspection Results /Comments: 70,9 ° S ee e? ( l'�i, e.214Y 6•7,1 S sir e. 11 ' //,'4-6 /It if't /0•--(3‘42 S Inspector Date 81//1c CITY OF TUI'.ILA Central, Permit System I . -orit 6IIN oA . fit< 51 r Peniii No. FINAL APPROVAL FORM TO: ❑ Building ❑ Planning ❑ Public Works LEI Fire Dept. ❑ Police El Parks / Recreation J Project Name I Address r � r r/ Type of Permit(s) i - Cir This project is nearing completion. Please investigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. T is project is NOT approved by this department; the following corrections are necessary: if�% -- ci t/ / �/� z �'� �d,✓ i..�+, l� C^ .y �r -• r'.:* ; `i 17 i" � �r •' C ,;,. i'. .i ( /,P /i - ,10-1 4;4' t." /" r S /' -; 1 e .G1' . + 0 L, ;;;:;01.0r, !s%! ce 02 47 A/ G4 c /r,,% /'y 7 v ) �i f / :mod s-x J !" r �• 40,0'2 /1 r" A 4 •-) .'( f. t. A Jar-/G �1 / . — /s!' -� `9 Authorized Signature Date This p r ojec t is approved by this department 5-73 3 r--6 x? Authorized Signature Date CPS Form 3 J City of Tukwila PUBLIC WORKS DEPARTMENT 6300 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -0179 Ross A. Earnst, P.E, Director M E M O R A N D U M TO: Phil Fraser /Developer File ROM: Pat Brodin DATE: December 14, 1989 C DEC 15 1989 SUBJECT: FAIRWAY CENTER DEVELOPMENT FINAL WALK -THRU Park Properties Bldg. 14220 & 14240 Interurban Ave. Greg Villanueva and I performed a final inspection walk -thru on Tuesday, December 13, for driveways, sidewalks, curb /gutter, roadway paving /striping, and other miscellaneous items. Sidewalk permit and Flood Control Zone permit have been signed -off in accordance with our standards. Before the Public Roadway /channelization permit is signed -off the street must be swept and a seal -coat applied between the old and the new pavement. Grading and compaction of the trail is complete, however no asphalt was installed at this time. The contractor was held on this decision by the owner Darrel Donovan, who is awaiting an impending decision about roadway improvements and right -of -way line with the City. Foushee Construction said he was talking with you and Ron Cameron. Please be advised your final sign -off at the site is ready. ,xc :,,:Permit: Center Shellle •Bates Developer File: Fairway Center • BUILDING PERMIT APPLICATION TRACKING PLAN CHECK NUMBER PROJECT NAME F05fry ('�- 43-id j- ..6 SITE ADDRESS l Ua40 1311:e.eliA49/Lit C - 5 INSTRUCTIONS TO STAFF -156 (� • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". SUITE NO. BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCCU- PANCY LOAD V94 2 975 7 • DEPARTMENTAL REVIEW "X" In box Indicates which departments need to review the project. UIREM NTlS� t :COMMENTS BUILDING - initial review FIRE 0-3-0 CONSULTANT: (ROUTED) Date Sent . y-.Z./- -q Date Approved - INIT: FIRE PROTECTION: (_ ) Sprinklers f ] Detectors [ ] N/A FIRE DEPT. LETTER DATED: INSPECTOR: tiJ PLANNING 6 /28(57 ZONING: M - .1 INIT: t/ L IBAWLAND USE CONDITIONS? (° fee f] No REFERENCE FILE NOS.: 88 - r 3 - MINIMUM SETBACKS: N- S- g) PUBLIC WORKS UTILITY PERMITS REQUIRED? INIT: PUBLIC WORKS LETTER DATED: Yes [] No 0 OTHER VI BUILDING - final review INIT: 7-7- " V"� •T. CT UBC EDITION (year): vv REVIEW COMPLETED PERMIT NO. CONTACTED DATE READY DATE NOTIFIED BY: (init.) _ PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) AMOUNT OWING 4 5570150 3RD NOTIFICATION BY: (init.) BUILDII.3 PERMIT APPLICATION ' CITY OF TUKWILA Department of Community Development - Building Division FEES (for staff use only) ✓vvrv.M,, a, .Y.•IIi.{ VV • vV 1VV (206) 433 -1849 ',�'�� iiii."(' ..V..'; ".) ! ,. DESCRIPTION AMOUNT RCPT # DATE BUILDING PERMIT FEE -; , 5;.�;ca 1 C. d`� 00 R �, - '7',1* PLAN CHECK NUMBER 0 - 0 -7 / PLAN CHECK FEE BUILDING: SURCHARGE g,, ›-p APPLICATION MUST BE FILLED OUT COMPLETELY ENERGY SURCHARGE ii,a OTHER: ... . "0 - °W . � Vii..:. TOTAL 17 5-0 SITE � DRFSS SUITE # 6 Id U) LJ t2 LI 0 rift ;entA4904t2 5 VALUE OF CONSTRUCTION - $ 2,00(01c/10 PROD CT NAME/TE ANT�l (j a /Vlz L Ter 1' I cr . .. ASSESSOR ACCOUNT # A 336S9a -/4661 -v6 Z4o- �( TYPE OF ew Building Q Addition LTenant Improvement (commercial) L) Demolition (building) WORK: Rack Storage 0 Reroof 0 Remodel (residential) 0 Other DESCRIBE NfORK TO BED NE: (.0 /76 tfrOC.,t / w daly ‘,,,a0 G// s,' /i 1pemed j BUILDING USE office, w eh?use, etc.) / office - fe7 ,l 1rianzj c/b, II NATURE OF BUSINESS: 636,za ue., MG/ 7/ . iiiiiah t WILL T E E BE CH�N E IN, USE? No Yes IF YES, EXPLAIN: 7/.�2n ( lot To /k /S , jk� 1. SQUARE FOOTAGE - Building: 3 Tenant Space: Area of Construction: WILL THERE B STORAGE OR US OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? B 0 Yes IF YES, EXPLAIN: PROPERTY OWNER ([ r/ p t/Te PHONE 224_ (adv J ADDRESS 19 a, a ZIP 9 /Z Z CONTRACTOR .P4 ee e SSG, PHONE 7 Lg, /G ADDRESS 3zi6 / /o1 4, $ T 'Zl P q D5 WA. ST. CONTRACTOR'S LICENSE # /- ,t US _ I.. /AL/ - /s / 0 EXP. DATE4d. /2, '! ARCHITECT L i',t ' ,4i P //ei, 45 Co PHONE /32 4-_ 2.0 .3 ADDRESS / / , ZIP �j4 / ,C• Z I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED: THIS THE ; APPLICATIQN AND KNOW SAME TOBE TRUE ;AND :CORRECT ..•AND I AM. A ; • RI ,,, ,•,�,TO APP Y FOR: THIS<::PERMIT, BUILDING OWNER OR AUTHORIZED AGENT ' f /l4-.DATE 1/ PHONE 324 2Sfi3 PRINT NA r E M r ADDRESS 0 a s// g CITY /ZIP ea PHONE ��Z� 32 S' Z X5-3 CONTACT PERSON 2,2i/rLP/ arts APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior 10 application submittal. Contact the Permit Coordinator at 433 -1851 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure wU!' reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 433 -1849. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES /o. /7-� 4 SGAMITTAL CHECK.IST • :Lelia, desCription„. • " "" .. ....•.:: ... •:.::::::::........i.....:::::::::::::::........:::,,,:•,::.:•:: ., . : .: . :.„........, .:.„:„„:„. : ::: ....,..........::,...:::„„:.::„.„..„.„.i.,,...,.....,.:, :. , . : ...:: • :::: , ••••... . ''" :: :*:' ....• : * : '-*: . • :.*:•*. :::*:.....•:::::.:..:."*,:::::....:.,•.:::.::::•::::::::::•,...,..: Worlcingcfra■vings, stamped by a Washington State licensed ....:.........:. tirchliect,:wIticb Include::.:"::::.::::::,:.::...:•:...::::''.:..;....?..:::::::::::::::,..::.::::::::::!..„.....:::::::.::::::::.::::„....!::::::::::::,:::::::::::::„.:::: ...; ::;',,,...::::-....• * '':-.: . . :::'.::,.,•:.:::::::.:.: ::. ....:.:-... ,.....,:::.; ,: ..: s..:...... ...:::.......::: :::: : :::::„..:.......:.:..::::„:„......:,....::.:„:::........,...„.......... ... . :„: ...„. " . . • Structural • • ; ' : • molested utility permit aPplicatiori (oat.) for entire: Six (6) seta Of civil drawings NOTE: 8.. .utflitY p.rmit application *Anil submitta) iequirentents.,'' .. • • RAK STORAGE .•. .• ::.• COMpletttd building permit • •... • • " "" "..- Assessor Account Number :.• • : :•:„. Two (2) rats of plans, which Include: Building floor plan showing:.:::••• : : . • • Entity space where .racks will be Inca • Exit doors of aH aisles Tenant space floor plan showing rack sbrage tayoti.....t,'Et NOTErInclUde dimensiondottecki•(heIgkt...wrdth.and#ngth),..als and ex!: t ways on plan. Strikkirel CalbtilatiOnistitmPed by a Washington State Iioensed RESIDENTIAL REROOF • • •• • . • • • • „ „ „ ..„............. COMpleted:biiilng•.-perrnit'applipatIon(on*fOr oach structure) . • .• • .• . • •,.: Assessor Account Number - Narrative describing existing:ropt.:Matenal„being removed, and . . • • • . • : • . Mole,: A coni*t10:11)*.*;voctylr90 PrfOr..10: final inspection and srgn!....•,...;:. : ;.... i:::!•011:: of toeperm/ • " • . ANTENNA/SATELLITE OIShES • .• *. ' • ' ..:. • ..•'. ..• • : • • • Completed building permit application.... Assessor 12)...set!'of:P:. attachment „ . . . • •• '•:••••••TWses•es ••••• • A •:• • .. naisateliite - Details antenna/satellite dish and method ot Washington State licensed englneer may be requlred NEW SINGI.E.FAMILY • ....,:, Completed buNdIng permit application:(onefer'each,str.uottire):-...:*:::::.*:*•. Legal description [-I Assessor Account Number : ETwo sets (2) of working drawings, which include: *: • Site plan • Foundation plan • Floor plan • Roof plan • Bulking elevations (all views) . •••••• • Building cross-section ., • • Shuctural framing plans , '• '..•.• Washington State Energy Code data • : E Completed utility permit application . **. •• Six (6) sets of site plans showing utilities NOTE:. Building site plan and utility site plan may be combined. See utility permit application and checklist for specific submittal requdements. Additional topographical and soils information may be required if unique site condidons. ••• . •• ............. RESIDENTIAL REMODELS•.:. •.:•.;:. : • ::." :*. ECompleted building permit application (one for each structure) ' „ : .• . flAssessor Account .*.• • . : riTwo (2) sets of working drawings, which include: • . • •••., • • . • . • • Site plan • . • ••• .• • • • Foundation plan ..• •• • • Floor plat' . • • . •• •• . 'Roof plan • • ..• • • • • Building elevations. (all views) •• • Building cross-section ,i•:, : ••• • Structural training plans •••:. ;' NOTE: 11 any utilitywork Is to be done provide utility permit application and plans must be submitted. • . . . REROOFS Completed building permit application (one for each structure) riAssessor Account Number . . . riNarrative describing existing roof, material being removed, and material being installed. NOTE: A certification letter Is required Prior to final Inspection and off of the permit. • CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 ❑ PROJECT ADDRESS DATE TRANSMITTED DATE RESPONSE RECEIVED THE FOLLOWING CORRECTIONS AND /OR CLARIFICATIONS ARE REQUIRED TO COMPLETE THE PLAN REVIEW. Ao A-- ❑ A- IA A- 8 ❑ A- 10 ❑ _ . _ 4-1.91A. • 1. tultlr s rct,! Plan thank data! [1 Plan submittal requested CnmmAnts nrnnarAri hv. �vA�cri •z rov 88 ply 0 t Nt GOLU r tAk.LL MttA0c= Fo�t5 MN 69NO3 e %xtSTa•T Rc�SC'24. +'Ztc.K NoTESTI Ng L�c 45 fro mN6(c2., tuatas �JLA k .: will RV r6 II(' ! f/ 4torpow41, (*vex 'CITE /wketnit BUILDING PERMIT APPLICATION TRACKING PLAN CHECK NUMBER ?q-6`70 PROJECT NAME Fi2,316 K ('e.1�iY /U &d a 4F/4 SIT ADDRESS SUITE NO. (Ll /.2p Ti Ltdj ru-v INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) SQUARE FEET W156 OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCCU- PANCY LOAD DEPARTMENTAL REVIEW "X" In box Indicates which departments need to review the project. ATE g BUILDING - initial review Wr (69 (ROUTED) NSULTANT: DUI EME Date Sent - FIRE INIT: QMME L/ -2,1-89 Date Approved - FIRE PROTECTION: [7 Sprinklers O Detectors O N/A INSPECTOR: A5/ 5 FIRE DEPT. LETTER DATED: f4 PLANNING kW2g(a7 ZONING: (mot - 1 BAR/LAND USE CONDITIONS? REFERENCE FILE NOS.: 8 - 12 - INIT: G� L (3 No MINIMUM SETBACKS: N- S- 5k). PUBLIC WORKS ,j OTHER BUILDING - final review ..Af>I1f!IM►' INITr UTILITY PERMITS REQUIRED? [ryes PUBLIC WORKS LETTER DATED: (49 - 1 - In( At: !73 a SUPPLt:1■n - LErreki ✓CU t P Q 2�✓(,P.�'(i� Raw t tua cs u nr w '►a Ate ta4 INIT: 'TYPE OF CONSTRUCTION: UBC EDITION (year): INI 1f/Y, , /HRA9 ED REVIEW COMPLETED PERMIT NO. CONTACTED 7 fd - ( yea/Lai ' BY: (init.) Cn 4k DATE READY DATE NOTIFIED PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) AMOUNT OWING �� o� 511 ?, C7 3RD NOTIFICATION BY: (init.) O3I3WN CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter BOufevard,,1Tuk,wila WA 98188 (206) 433 -1849 ' ``; ( �''t' ,.1 BUILDIh °i PERMIT APPLICATION PLAN CHECK NUMBER (6 6i-67o Af'PLICA TION MUST QE FILLED OUT COMPLETELY FEES (for staff use only) ON CPT # DATE BUILDING PERMIT FEE: PLAN CHECK FEE BUILDING SURCHARGE i quo. ,296 z/-17-r i ENERGY SURCHARGE 1s; O� OTHER: TOTAL SITE ADDRESS SUITE # 13idci # /4 /t/1.2,',20 .I�ti tent vt2) au . VALUE OF CONSTRUCTION - Cn 5-., 2.l_o , PROJECT NAME/T NAN/T i'3I ►VGf/. (PN if e /c(cj A ASSESSOR ACCOUNT #/ i 33g1P-/46`61-D6 l OGeZ J zeW --ho TYPE OF J' ew Building U Addition Tenant Improvement (commercial) D Demolition (building) WORK: V Rack Storage 0 Reroof 0 Remodel (residential) O Other: DESCRIBE I1WORK 1TO B DONE: / 1 hoi/' Cons rG I SIh /e S z&/ 64 /m %91Jeee,1 TS BUILDING USE (office, warehaRise etc. of[IL - ref - 11 I 1/ NATURE OF BUSINESS: fie (V a / 7K10 X ' MG/ 7/7K1-0 WILL THERE BE A CHANGE IN SE? 1/. ./ 0 If SQUARE FOOTAGE - Building: j2 , / No Yes IF YES, 1' e o g ei sQ Tenant Space: E PLAIN: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? * No O Yes IF YES, EXPLAIN: PROPERTY OWNER 111111111101~ PHONE 2 O 0 ADDRESS 14D , , Sl e. 1ZIP/2Z- PHONE CONTRACTOR r.004hee e /0. ADDRESS 32x6 ma 4e, 3E ZI P q 1 4 WA. ST. CONTRACTOR'S LICENSE # G�Q/ . tau- 5 - A/46- S-46,0 V) EXP. DATE ) /2, ARCHITECT gyre i� ki 4604.. PHONE 32 24' ADDRESS ZIP GJ,GrII[./L HEREBY CERTIFY THAT I: HAVE: READ AND EXAMINED .THIS::APPLIGATION: :AND KNOW THE SAME TRUE: AND:; CORRECT :AND.1 AM :..„.: ORI ,;,, 0: APPLY •R THIS :PERMIT, BUILDING OWNER SIGNATURE , f %r OR AUTHORIZED PRINT NAM AGENT CONTACT PERSON ADDRESS DATE 4. /q /1 PHONE 2 , 265-3 CITYizIP ` ,9 g4 /LL PHONE 2h", 2 h b APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 433 -1851 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure \Aril! be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 433 -1849. DATE APPLICATION ACCEPTED -</- / 7 DATE APPLICATION EXPIRES /u- - 5'5 03/30/89 COMMERCIAL SkIMITTAL CHECK-IST NEW. • ERCIALBUILDIP4011/ADDITION8:;";":";;:::, • mpleted budding permit application lonifor etich•stru.Cttire :. Aliestor.Aocotint NuMbar•••••:.:.. „•..: • .„ •:::. •:•• • Two sets (2) of the oIIowing • • ,pedtkabons 91 ...1/.1147/11.• , . StructualcalcUlatippe iteMped by a rishlrgtOrrStitilloent SOils report stamped by a Washington State lioensed engineer ••••:- • „..„....„. „„., .„........„ .. . ••• • • . ;,•:; • " ; • -;:; . #i; !turyey 8.. ed..; .• iJ rergylCalCUlatIOrti'eteinPed.bY;aWaShingtion: . . . ... . . . • stamped • State CtWhIh /: Inge • •••••• • • Aroh.. • rat dreW • . .• • • • •,... . .. . • •••,do:. ::••• 400P°...:::••;•••••••' mPle. • . . • • •.• . . Six (6) seta of". •• • : • ‘; NOTE • se,:;utilik P!1717te,:::;•.:::;-:.••..y:.••:;:.•:,.......,•,-•• • . : „.. :.:,•• • ,..„: • RACIC' STORAGE::••••:.• : ...;•••••••••?' :..; , Two (2) sets of plans; which include; ; ••••• " • '•••;:;"';‘;'"•••••"; 1:101r:dripdoor plan showing;::::::•:::: : :•••:••••• • Entini space where radis will be loCa • Exit doors .•• Diritensitine of ali aisles ETenant space floor plan showing rack storage layciiit; alslet and . . • NOTE 's incluckr'dirriensions:.biraCki• (helot„ • and eiri.t I■laye..on ....„ Structural calculations stamped engineer (nick storage (V:.:and ',••• " • : ••• ::::•••••:••••••,••••••• ••••:'••••••••••••'• • • • ••• • • •• ; '••••'' .• • • ••••••• ''••••••;•;;; . •;:•••:" . ••••••••;•: .. ••::".:".•'••••••"•••;": . . :••••• . ••••••••••••;'..•••::-.••••••• . . RESIDENTIAL ; : • ••• • • . • • : • . ; .: • : • ; • : • ; ; • ; : : • ; . • • • • . • „ . ; • NEW Illt4GLE7FAIIILY • ; • .•••• ; ••• • ; "• . I Completed budding permit application (one for each structure) ••••:: Legal description : . • .... : Assessor Account Number ETwo sets (2) of working drawings, which include • Site plan •'" ' • Foundation plan .; • Floor plan • : • Roof plan • Budding elevations (ail views) ..• • Building cross-section . ; •' :• Structural framing plans . -:,. • „ . EWashington State Energy Code data . • E Completed utility permit application . COMUERCIALTENANTIMPROVEMEPITS .• Completed buliding perrnitapplication (ono for each struc tenant) Assessor Account Nurnber:;;•": • • • , . ••• • „: • .• : TWO:i2j'eatsOfCorlstruc fl Site ptan .... • Existing and proposed parking Overall buliding plan • Tenant antioneoft...: or:... footage Flo�rplan f:•0 ...... " N... 'wails, e -;••••••' egress O.. 00. . . .. :•:.: • Aakw4 with use Of . Dd..... • : • Dew, h. •■do°.. • • existing • • .‘ •••••.• . • • •••••••••-: . room let" • • flTIS each, r and walls to • ar2,.."hmerlt fc) (?, sets) ed by work is, to P° it., :..: d method n en may : ne, Sth,"" 6itIOUta ired 11 5" • till* •rr.1 oncone,riir, to be do J Structural separate dons stamped W° • pen" • • NoTE and plans. • • applicf!'"?li any • •••••• • • • ••• . • :.; • :: ... ... . . Completed buliding • . . . . . ; •;. permit application (one for each strticture). • . ::::.:. . ::.• . • : „ .• " . • • .. Assessor Account Number .;• :•":" ;., Narrative describing existing ,r0Of, material being. removed, and Material being •••.• "; • .„.: NOTE::14:Certifierrtlen:Iirtter: prior to final inspection and sign ::••••. f,..Of the •• • ••• • •••••••:::: . • ••••:• ""•;• • • • ::• • • • • • ••••• •• .; • .; • • • . •:•-•••••••••::: •:;;•••• • • ;.*; ..•: . . Completed buildlng permit appllcatlon Ssessot:Account..Number.- ;.; • • . ;;••• : . T*O.(?)•:*it!i'cit:01*;61;;WhiCh . . .. . . . ..„. . • ••••••••••„.....:::::,,,.:: •.. bUilding.:andloCitilen of. antenna/Sateilite. ;.. dish •••••";•;:•••••::••••.;•;•:: •••■•■••■•■••• • • • " • • • • • ....; ". ; • Structuri(40illatials.:itamped bYa.*OrthingtOn•Siate licensed englneer may be required . . ..... ....... .• E Six (6) sets of site plans showing utilides NOTE: Building site plan and utility site plan may be combined: See utility permit application and checklist for specific submittal requirements. • Adcitional topographkal and soils information may be required if unique site conditions. . . . . . . RESIDENTIAL REMODELS : • • • • • • • • • • • • • • • • • • • • • • • . „ .• . . • - Completed building •perMit„applICrition:(one for each structure) .•••• . •.::„, • • : . [I; Assiertrior'AccoUnt Number '••• ::•;.• ••:." " • • ... . ••• • . • • r1 .Two•(2)..seal'of working drawings, which :.: • %. • Site glen • • • . • Foundation. : • :L..: Floor plan • • ...:".;;;.• • . • L.; •.• Roof: plan•;-: :••• ..••••• • • ••••• • • • . • elevations: (all .::•• • croassection • 'Siructural framing plans • ••• • ••• • •••••• ''• • •••••••• '''•::••••:•":"."."-""••••'••••• . :••••• . "•• • .';'''• ••••••••••.• • •;;;:•••••• • •• •': ..".. • ••• • • •;.• NOTE If any udlitywork Is to be'dorieprO‘fide.Utility:permit application .• and plans Must.he:submitted,••••••••;;;::::- ;,;,;:•;;;.;:•; • • • .; •••• ••■■■•• HEBOOFB Completed building permit application (one for each strticture) EAssessor Account Number : • . . Narrative describing existing roof, material being removed, and -- material being installed, NOTE A certification letter Is required prior to final inspectkn and sign. • , '1 110752 a 1,313r traor w 0514.. =64m 147-0 7. Ai 4 61kP al .544i rAse -alcIAAr avoric ripe. w 'T,1 NI 6, 4;,,or6 TY? VIAL-1C -- er.f\Vr.,fri Nr • t ALT. pralorti. 1%449 11.00 ?Ayr' VIE 1,„1 k1A-1, K. Al L-1 NE. WHEec,- 410 r i0pcp. opt, vole9P evaip -)Peckti LL ' Ft, V-',4-1 ij HP-v( 1/tx- 1 Z-1yoE St ‘4P44-- 17c-s2..-F±,Pr-v..\ W--ealO\ " f?3s--dA•tr Commg k 11-1 A!'-1 ..>< -../ 1 (.?..? 1). 126r1;-> ?Av5Me,1•f ff.A4\401c..."-r -N.. ) Ps431iNtei 1)04- aA•io eLdek. AST1 trakk 44) 'T'ar, cA14.0 ii45d4tra 9r4tkit4 414e-'1=15,. -fc.) ■■•■■■■■■••■••..ww mmalm01•000■0.0.000. N . Mechanical, electrical and -plumbing drawings are bidder design portions of these shown on architectural are to be coordinated with mechanical drawings. All utilities to be a part of this Contract. 3. Verify location of all utility stubs. 4. Drawings are not to be scaled. Contact Architect for resolu'aion of any conflicts or ciiscrepanoy. . Contracto- to verify all field dimensions and conditions .- any discrepancy between plan and actual condition is to be brought to the attention of Architect for resolution. . See CiVil Drawings (site developrdent) for grading, site utilities, catch basins, etc. . Ench Contractor to inspect each sheet of drawings insofar as it may apply to his portion of the work. Contractors to coordinate so no conflict occurs. . All site development, building construction and handicap provisions are to meet or exceed applicable portions of Washington State Handicap Standards (WSBF Design), 0.S.H.A., Washington State Energy Code or locally amended counterpart, U.B.C., U.P.C., U.M.C., N.F.P.A., etc., Local Zoning Codes and Local tAmendments to these codes and standards. (All current editions as adopted by local authority). 5. Building address to be clearly visible. to. No occupancy prior to issuance of Certificate of Occupancy. 11. Special test laboratory inspection required for all site gelding, high strength bolting, and all structural ooncrete. 12. Pogr no concrete when the anticipateeli site temperature will be below 34 F during the first 48 hours of curing. 13. In the event of field errors or omissions the Contractor shall notify the Architect and make no repairs without his approval. 14. Contractor shall co-ordinate the work of all trades to avoid interference between divisions of the work. ,;5. Contractor to provide all work, servioes, and materials necessary to construct a complete operating facility. 16. The Contractor shall Pply and secure all occupancy, sewer, storm, water, electrioal and other permits eac6pt building permits. He shall , d pay all necessary fee and post bonds required. . General Contracter responsible for all cptting and patching.. 8. Repetitive features may be drawn on).y one, but shall be -provided as If drawn full, 19e Portable fire extinguishers per NFPA 10 and in construction shack. Permanent extinguishers by Owner. 26. Suspended ceilings to be desigaed for seismic Zone III, submit °ales . to local building authority for apprciVal. The Contractor shall call 'the structural engineer for field observation prior to application Of roofing, and as specified. 2. Geotechnical Engineer to verify sOti bearing prior to pouring of foiitings. 3. Geotechnical Engineer to logpect :'land Approve building pad prier pouring floor. • , 4. Geotechnical• Engineer- to inspeOtf and approve paving areas prior paving. , mair"aErnountea aqiiipment. to be: •a. Curb mounted, Approved by Structer`o.4 Engineer for any beefing-ep of structure because of mechanical unit loads. 26. ProVide mechanical ventilation per Uniform Fire Code Chapter 81. 27. Required hydrants per City Ordinance o be operational prior to eembustible butldlng materials delivered to site. Hydrant locations shall, be apprcured by Fire Departwent. ee 28. S:torage, handling rend Use or oombustible liquid per Uniform Fire Code. Provide approved monitored alarm tky.stem-'per Or,iai.ia.:e where required. 36'. Provide approved hose stations per ordinance where required. 1., Fire satrinkler Orawings are bidder design and shall. comply with WSRB _ and be approved 'bye Fire Department. to to e's PARCEL A: A PORTION OF LOT 1 AND ALL OF LOTS 2, 3. 4. 5. 6 AND 7, BLOCK IS. HILLMAN'S SEATTLE GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUNE it OF PLATS. PACE 24. IN K/NG COUNTY. WASHINCTON, AND THAT ACCRETED LAUD ADJOIN/NC IN THE SOUTHEAST SUARTEROF SECTION 4. TOWNSHIP 23 NORTH. RANGE 4 EAST, WILLAMETTE MERIDIAN. IN KING COUNTY, WASHINGTON,' ALL DESCRIBED AS FOLLOWS! BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT 71 THENCE NORTHERLY ALONG THE EASTERLY LINE MEREOF. 315 FEET TO THE LEFT BANK OF TOE DUWAMISR RIVER AS ORIGINALLY PLATTED; THENCE CONTINUING ON A NORTHERLY PRODUCTION OF SAID EASTERLY UNE, 220 FEET, MORE OR LEGS, O THE LEFT AN OF SAID RIVER. AS IT EXISTED AT THE DATE OF ENT. OF JUDGMENT TO QUIET TITLE IN KING COUNTY SUPERIOR COURT CAUSE NUMBER S1-2-05/10-4, THENCE WESTERLY ALONG SAID SANK TO AN INTERSECTION WITH THE NORTHEASTERLY •PRODUCTION OF THE SOUTHEASTERLY LINE OF THE NORTHWESTERLY 72 FEET OF PAID LOT 1; THENCE SOUTHWESTERLY ALONG SAID LINE PRODUCTION 200 rEET, MORE OR LESS TO THE LEFT BANK CF. THE DUWAMISH RIVER AS PLATTED IN TNC ORIC:NAL PLAT; THENCE CONTINUING IN A SOUTHWESTERLY DIRECTION ALONG THE SOUTHEASTERLY LINE OF THE NORTHWESTERLY 72 FEET OF SAID LOT 1, 55 FEET. MORE OR LESS. to THE SOUTHWESTERLY LINE OF EAID LOT I; THENCE SOUTHEASTERLY ALONG SAID LINE TO AN INTERSECTION WITH THE NORTH l'IARGIN OF SlUTH I43RD STREET fFIRST AVENUE), THENCE EASTERLY ALONG SAID MARGIN TO THE POINT Of BEGINNING. PARCEL B: A PORTLOH OF THE PUCET SOUND ELECTRIC RAILROAD RIGHT OF WAY IN THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 23 WORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN )(IWO COUNTY, WASHINGTON, BOUNDED ON THE NORTHEAST BY MAULE AVENUE. ON THE SOUTHWEST BY SR 181, ON THE SOUTHEAST BY RIGHT OF NAY NO. 5 AND THE NORTHWEST BY RIGHT OF WAY NO 6. BOTH RIGHT OF WAYS AS DEFINED IN QUIT CLAIM DEED FROM PUGET SOUND POWER & LICHT COMPANY TO THE CITY OF TUKWILA RECORDED UNDER RECORDING NUMBER 6557639. 6roA 73Z..iFT-10 is-1741 c;fgArs1 I-4 4. .4.vc sri..A/v lye z j Lgo • C-‘,61(7 PArA V.);) •• NOIIMMAANAMPOIMIa••■•■••■11 trieDC:- Cr. )"\.1(.0‘( • • G N P--112e - - M 1 c ‹;11-c...) fz,)1/114r/iNfii ,-JfA 8) NN,NN NN Li-MK • ' / 0 114(.1, k,.; ; 1 r ' -I-, • I c./L r 4- -r--1, ;.i.iij_ittl . ' 62-i 1-11-i 0 --- . 4 1 11- 1.;;;/, I - / . utre/ -N N ,/1/ NN o,. . Aa I (1/) if NN. •N N Igi;E • Tti 4-) rie.)4I1 FR-1H C-tk 0)11 (1. PA. 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Lc 9, Ge tie ce ee 16 oe 6I SI 1 91 GI #71. et a (A 6 O 4 9 9 9 C """ C) "A: NOT: If the mierefilrned document is loss deer thsn this notice, it is Cue to the ouality cf the orierel eocun-,enle lolildweikehrllelehmi1)W1111•1•IaLlief!lielliedldii11.1111!it,1011111.illillillf!drillhrill!!!Ilf11111I111111111111,111111,110401111411iIIHIIIIIIIIIIIIIIIIIIIIIIIIIWIT1111111"111111a11111h1011111111111111(1111111111)rinHll'Illh 11111 '1111111111111111W' 11 mAtliN6P,..,,,, 12 k s7 Gledltsla triacanthos thermic Pyrus calleryana'Recispire' Acer palmatum S1.1RRUISt Viburnum d vicll Prunus lauroaerastts 'Otto Ltiyken' Rhododendron unique Rhododendron Azatea•Jt1ro crimson Aucuba japonica 'variegate' Japanese Aucuba Whiter Daphne • Unique. Rhadendron 18 " -24" ht. 18 "- 24 "ht. Daphne ordora !leas japonica 'Valley hose' 9riinus'lawocerasus zabeflana liftable japonica Sarcococca rul olla `Gocn;ta atalonifera. EXIST *ice Taus TO Bta SAVl Populus trivhocerpa 3Gal. 3 Gal: 5 Gal. IV - .24" ._ ;'r" Big leaf Maple European Ash Red.Ald n ff Et'&lish,pri Cohsrceaeter 1,,ydia• Woodwaxen 'St.lohnsvrort Korb lei o 'cap."404) coot, -rib Aottive ras can splits/we) efigpo 'T`rid stir Awl itessoixo 1" FIWoL t p q,'13 e 1:fcria. 7041446i, SPCOIPICe fit, ?® AnAirecots • S f e, ( • wwriteety, so44. peer OA WO eArbotte j, t R GelS A14 On) tel) ,rte N b i1 S rA ". (- cit. 3'x /,4 a to e cawrii pp I c,„Apot s roidAP er covrkw 7-yptr; it • t1 ,'.�iiillti•.�n,� O ` «�'il�L' ✓:C � .t llilili Llil ;l!I ;li;ji ;lilill ; ;il lip; ;,pill'; i, /, J F, 7 � l.f�. •Y5 � w w:! IM N.Ty90PL•�:.. f.. ♦ v... i I,! .I 8 9 If the microfilmed document is Tess deer thr.n this r,rticc, it is cue to the cuelity cr the cririnel c'ocument. /,l 9i Sip 4l f.: I. 4.'t ll Ul (i 0 L r II, : IIII��! IIIIII�Ililrllil�l ►!ik!Irl1llllllll;ht;lhillir;"I■I,i!I" t t HIl;i!I IIIIIIIrd1lillillllllllllill, „ ',Ill .� u�.. .�'..+F'. ^u:tL .LW �Y., i.�w ll •. _.::�' =Y fur . IrIn':; ♦ 4ijk ti ", ",.,y •'r.t�ilh^:VS.^.•i.`%fl� i;+lae' rERGUSOI & SONS 120436 A OW1 AM ST •. ,. V• M` A " sP 1.1. Ga1.14•. PAveM,e0i' /& MIIJi35 GRI!S4IECak'�ock ,"roP CL7L)RG �ilJ�,loRA�t:. GorAPidGTEA `To Qua% ' g As-TM : P 15S1 (MoP U IE 2 9w -012.) 5 mnPo C LL 48 HO1IRS 140042445.5.5.. STORM DRAINAGE NOTES 1 ALL CONSTRUCTION SHALL EE >;N ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTEP. AMERICAN ,PUBLIC WORKS ASSOCIATION, CURRENT t DITION (AFWA) AND CITY OF TUKWILA STANDARDS AND SPECIFICATIONS. RACTOR IS SOLELY MEANS,` METHODS 'AND SE T . ;ME' CONT RESPONSIBLE FOR THE SEQUENCES OF ,CONSTRUCTION AND FOR THE :SAFETY OF JORKERS AND OTHER ON THE CONSTRUCTION SITE 3 • •IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT 'IN -?LACK ALL DAMAGE. , A TO k,ATAUCT OR' WHETHER RAT LON OR NOT • SHOWN ON T}1 S „PLAN. ONS SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. PROVIDE AND MAINTAIN- TEMPORARY,FILTER PABRfC SILT FENCE iO,INSURE SEDIMENT, LADEN WATER DOES • NOT LEAVE THE PROJECT SITE. A�THE FACILITIES OR OTHER CONSTRUCTION `,;ACID 8E IAI' TAYNED' UNTIL' CONSTRUCTION AND LANV CA ' "� PRIOR TO CLEARING - * PLNC,;ARE COMtPLETEA AND POTENTIAL FOR `ON- SITEI,EROSIOH HAS PASSED. ASCONSTRUCTION,PRQGRESSES,,AND EXPECTED (SEASONAL CONDITIONS DICTATE- MORE SILTATION CONTROL FACILITIES MAYBE REQUIR62; TO INSURE COUPLEIE SILTATION, C,ONTROL;ON THE PROPOSED ",THEREFORE, * DURING TAF COURSE QF. 'CONSTRUCTION, IT SHALL BE;. TIE , OBI.ICATION A ti RESPONSIBILITY OF THE ;DEVELOPER TO ADDRESS ANY ;_NFnW, CONDITION S-THAT MAY 04'CRE.TED bY._tIS ACTIVITIES AND TO PROVIDR ADDITIONAL ,FACILITIES, OVER AND,,ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED' TO PROTECT ADJACENT PROPERTIES. rt:ti�n� 0 Cac. GAi'4N�JJ e Eyc. POwe.P. Pot,: 0 e.x. M:14. 0 E -�-- -- ?1 oPt~ RTY L.Ii4iE �yllbTl%1'fa - - -14.26 ex. 'SPOT G ctc1.'OE — •/tit_ e.)4. GoiTo4..,4009 T'R.ee6 ,I._ e�.T. F�hIL� toiiRl P it LIGL1 I`i h eURl'e:`O "TE► PNo} 1C- E Ulan of PA N1:.1 V E1' 4S:td+,s W/s.Tt P- ' aPARATcaR 1 a % IdTEIZ 4012 FA. El. . € 4-o too, ` R. F1..■60 PL- A5.11•1 tyt E r1 N 1 i:Lir. ls. 50 Tu./. C.oTTo*. lccio -rite AR•e ro'I Q',e. , f .e NlotC.O C Go 1- Ag4ro . �To g-e .*T'( of TUtLV ►IL.A Pi-t012. T'o [LG►- 1a�1'dl: . Po gar Fi( 1 1irisial 2 ` oF. IcSCoIh4 1/ooc rmukt IG.h: 161" ST 115 •- LI46 VICINITY 'MAP I'2 "GM9 G7. 11.00 ,W1'111 c✓ol:)P 1.4P'4 oJE.1WA -r o ''ATtATofL -t :..21 5 „p Cs” ,.>✓. 14.00 I2-•" 3ot_P -•- k "J G Mfg w`TRM. rz.AGK. ItJV_1500 15,94 22 LF 12 "t� 10o ?. TY ` 1 Gi B.##- ?:�. 19.60 1.t;• ib.5o 't2" t tgc.MI E`t• r aA,oe 0:S' ACP GL'.B L.__, O 5' AT t3 6cMPAGT`.•L'U2,c .A.OE 'TO '3S10 MOpIRIEO P' ;&0e.TQR. Mare • 1F' 4ue, A.Dc Gtx-MPA.c.t ro►•1'7G6.1.1 dal 00 7, -f" -r.e. •1.o' o 1.6. 1i.; So' 1►.I�1 Ltr: "_ i4oT;:3IS Ac.1.31E.'/ Q, GZEt -love 5t)e, 'GRADE Ah117;k RePLAC -G t3a.•VQ4. 13A 4,e �E�71�t.1 41 _ I (OIL/WATER SEPARATOR). SHALT. BE PER APWAASTANDARD PLAN TYPE I" NO r B -1, SITS ▪ AP IA STANDARD PLAN, NO. B -2a PRAM AND GR4 IE • ::;, ALL T i I CATCR BASINS PLAN NO: '11-le WITH APWA STANDARD PLAN NO. B -2a FRAME AND GRATE. ▪ THE BACKFZL SHALL ,BE PLACED EQUALLY ONBOTH SIDES OF THE PIPE IN •LAYERS WITH ;A. LOOSE AVERAGE, DEPTH OF SLX IIICHS5, MAXIMUM ,DEPTH ;EIGHT „INCHP.S; 'THOROUGHLYt• TAMPI „NG EACH LAYER. THESE COMPACTED „LAYERS RUST EXTEND FOR ONE PIPE DIAMETER ON ,EACII •SIDE OF THE PIPE OR TO • SIDE OF THE w TRENCH. MATERIALS TO•COMPLETE THE FILL OVER, PIPE SHALL BETIIE SANE' AS EXCAVATED FROM, TILE TRENCH EXCEPT THAT, ORC IC ' MATERIATSS, FROZEN LUMPS, OR ROCKS OR PAVENEN,T, CHUNKS ;HARE THAN' SIX INCHES IN' MAXIMUM 'DIMENSION, ,'OR '"OTHER UNSUITABLE MATERIALS SHALL NOT HE USED. 'STORK .».ruum..' tiil'I ALL STORM DRAIN PIPE SHALL, BE CONCRETE':;' RUBBER G ISKETED ASTM, C 14 2 'OR • , ASTM C- 76 -II, OR` 16 ' GAUGE;t GALVANIZED STEEL CORR!IGACED„ HETAL PIPE., STEEL. PIPE SHALL-,HAVE WATERTIGHT..` COUPLING, .BANDS CONFORMING TO THE REQUCREtlBNCS x.54” 'TREATMENT SPECIFICATIONS „u SECTION 9;•051(2)A. STEEL PIPE SHALL ' RECEIVE HvALT COATING INSIDE' AND OUT.• . BEDDING FOR RIGID PIPE (CONCRETE OR IRON) SHALL BE; CLASS "B” PER APWA STANDARD PLAN NO. B -11. BEDDING FOR FLEXIBLE PIPE (CORRUGATED` METAL OR PLASTIC) - -. SHALL BE ,CLASS "F" PER ;APW.A 'STAND D 7LAN NO. B 18. '' "TRENCH yy ' ALL�BE `4Q INCHES, MAXIM,JM. ",OR Ji. SHALL 'BE pl,ApE DLAHET>:R PLUS, °1$ WIDTH 5K „TINE., , PI IINCHES:WWHICREVER IS GREATER. BACKFI� CEO IN 6' INCH LAYERS COMPACTED TO 95% MAXIMUM DENSITY. E• XTR DED CURB SHALL BF. BONDED PTO THE ASPHALT SURFACE ,WITi;''1N ; EPDXY BGNDLNC A.W.NT'''SUITASLE FOR THAT 'PURPOSE. PLACE 18 INCH, 14 REBAR AT 8'•- 0" C.C. IO RIGHT-OF-WAY 'ARE TO BE PRIVATELY aMAINTAINED,DRAIN5`NOT LOCATED ON PUBLIC FILTRATION 'SWALES RESTRICTO WHERE REMOVAL ll IN ALL AREAS, ;OTHER THAN R OADS , :CONSTRUCTION REQUIRES THE ` 'OF SOD,, .ETC. , THOSE. AREAS 'SHALL BE HYDRO- SEEDED WITH RYE GRASS FOR THE PREVENTION OF ON -SITE EROSION. 12. ALL PI k, ' SHALL' BE ` LAID ON A PROPERLY, PREPARED FOUNDATION` ACCORDING TO WASHINGTON STATE" SPECIFICATION 7-02.3(1).,,,y 'THIS" SHALL INCLUDE NECESSARY LEVELING PLACEMENT '"T AND COMPACTION M R� THE �OP, OF ,'THE ' FOUNDATION MATERIAL AS E QUIRED:,BEDDING MATERIAL TO ° „JNIFORM GRADE 'SC, THAT `T11F ENTIRE LENGTH ''OF TEE : PIPC WILL' BE SUPPORTED ON A UNIFORMLY' DENSE UNYIELDING; BASE. 13. LITHE STORM DRAINAGE SYSTEM SHALL,'BF. CONSTRUCTED ACCORDING 'TO THE APPROVED PLANS , PLANS ,WRITTEN” LS V FR0"THE APP OVED I W LL REQUIRE A PPROVAFROM THFPROPER AGENCY, CURRENTLY THE CITY OF TUKWILA DE "AR RENT "OF' - PUBLIC- WORKS. 14, JA COPY O_ THESE APPROVED PLANS MUST BE ON THE . S 1: 'JOB SITE CONSTRUCTION IS IN PFLOGRESS. ad w (1.114.1.1 IJLI :;:%:: c O c. 15. ALL ROOF < DRAINS AND FOOTING DRAINS SHALL BE TIGHTLI'ED`TO'THE'STOP.M DRAINAGE SYSTEM. 11.22 2J3t_F res'c. {•rso 7. 1c-:!,. #� -f. I`I.$o I. f;. 11.5a 111 GA•TGI.t (344:114 tDEP TF ^ WG . 1r lC IQV.JA Pe.2. > IDCPT7t�f~ Fl ~ �: ''_ O 6T9. REQUIQ cin��SiS sIJER.tt =fa bU' CSR.a•ve Ti. /b.! X W ":201,..1c.7 L1 D o1L 1,46.TGi . �1 46 PA R A'1 -01e. Li. I.e.. I .Sc, ;Yv" (".,Idc.�Cy. ('lr� 1. E., J ,j• '9O .' 12" GMP EK. I:Er: I•b.ta0 12 "4,4•1P Iel__ I6.•3'I nt," WATER I.011, VAL.,./E. P,-.A.cE. '!' [ '4aaw12e. c+v' !It.T6a. ' NLdT6QtM. edr,1Wer....: FICb.,4Q. b 4O AeWre- ItFh.ALre 1../POki PIRG('. 614,4 old Fe1L uGi►. r D. ..-• C,01.541'. S't Cot... AGT6G raed6.1.. Sag.n Ar.o)uo GCTrH l .4,Ata Ca ZST4•. ':- re w106 64 ti. HI(0 '%. Kam' mew. G■2,oul. to. •° cAT411 8.0.411.1 i b c;T S O;.i "A "- "A01 Ok.42 1.04 PIPS 44-113 44430 A1- .1M1N:s.6+4 1.-.4•0081. Tr.2S • 4 EA.'.0 25 "x 2 "x 5" STRIPS WELD TO 0:75" DIA. FRAME SPACE UNIFORMLY E. . GA,14-1•a E.4&oiki `i.e. all LE. `%$."TI l..6 I Ai ki .•• 12:1c4-4.? ri aTt_.: A4.t. I4 .T L. P g 141n ? Er. GU¢w.iC.J Rf,t4TA.JT wit eNt54 JAa teD 1-ltTt.l TRT' -4t'• T Af -A104-T GGP.T&4' 124Z 'AYI''�;�i.iuTE p,. S44EAfi /7aAT .t 19s 1 Y 6RaJt€ I 1D. dLYI•lPtG. FOY. ui.sco.p pe R.i', toL . ' a P j LOLL otI-/ ir1A-Mg •A6[ATien.1 0.5 "., CALV. {:OR NOFI- CORROSIVE BOLTS *0 Nlt^S 3 SPACING 0.25 "x 2 "x 5" STRIPS "0.'75". DIA. FRAME 0,75" DIA. -0.75' DIA FRAME /.NCHOR 'STRIP DiaNee"r 41 .,. END VIEW 12NES-TO BE.. WELDEDAO 0:•75 DIA. FRAME VIEW "A ". ALL STEEL'PARTS'HUST BE GALVANIZED AND ASPHALT COATED :(TREATMENT '1 OR BETTER)., THIS ► $CUMENT HAS BEEN PREPARED FOR PER T'APPLICATION`AND iS SUP)- • I� JECT TO1 R IEW AND MODIFICATIONS BY GOVERNMENTAL AGENCIES. co NOT. USE FOR CONSTRUCTION ' VAR.1 AAJr4CAIF.l; AT ;; I;i1'Y OF TUKVALA L"0A4r 4''l30TrOtzl u,/1 r9Tl- l}...�. ._ 011Awi SOY gGie erAIy... 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C.-6"P; ry Nt-IT Ivq"t A- Li f 6611.,1144.-:.pr ax-ge_7' Ni-tH stit'A5- 1;) CITY OF TUKWILA APPROVED tJu 1989' B1.11 DI • G DIVISION '1 ! I ' 1 It! • ' 1'6>i ------\ .-___':.,---11- LAM. 1A.frs,i1,-14'k.e.21- : S WAL-terS IV !I,114t..t.- 1'C: 1.444UF`: -----.i.- „.; ” II VIN":((e- .).1.. I2--A4E, <I-11: \-/IN11, ' 4?"<\:6A,.--r clF 1H6 -e-.4")1),50 T- / r R E C EIVED 11.)1014,1tA A0.00..■••00. 81.111311110 DEM ; , • „;•: `.7.• •■••", r• • • . • Ce.),f-WreAV2.4.74V4L'Afet■44.24, ',•241410,17`ekri#2;r11'X'41.141414W•414'A.:1.r.'"'"....' • .''''-lE*41).154°'??..414714t:.11616e6.4"44.44.:0A4. 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Ir' 4 14111-1 �� .i I'tl�i:f , 441.ite.,6,Mvezt JIHE FILE COPY , understand that the Plan Check approvals a subject to errors and omissions anti approval plans does not authorize the violation of any adopted cc; s or ordinance. Receipt of contra copy of approved plans acknowledged. 9tT y. coy , 'CITY OF TUKWII A APPROVED NOV itsal AS NOTED BUI DING DIVISION •r '.,...;•rr. .. ,'fh .'•t ; it ✓r3r :,;Cr "f•:Y"^di % :r'.K!✓t. °'x.lid:L l'hL"' .'_ "rt''" • .,r,�.. j Ca.;Cw;'.,,,,: ,:lk'ui,141,1a.„..;. s7.!Y✓/t;aG.r rl'✓ftai48 ,$.1 ^.,.. ..,;y. ✓.. -... ..,:° .m'r�i-viJ✓"l'..'S'.:�`:w. :tti't : 11111! 1111111 !IIlI.II!I111IIIIIIIIiiII! 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L L— --t L.__ —I (47 A1 k- 41N1 4%1 , • , ailaw••■0011.0•11116114N1Y1.11.10111.111 1.0.11.1•Molin. 1-7 AuiP/I- c-ur..-32,11-) • - r-- II . ! i i 1 1 1 L f i i 1 ,... tyri- r 7N 1‘1 1 - • ; i ILWA ftssAN L • ! -• .• -•••• • . • •• 1:ANT 1 ) tr—t • • • 1 • K; E.4t,,04 2 !tit ,-)11 6TAK 3 IZ .. - 11„ t (1 Tr/(116 cz`. -<-"' .; • 4., • /1111111111111f 1111111111f 0 VI OM I14( 6. t !;;;-) rz.r.-f.6 AL- 1 i I1 1 i1 1 1 1 1' 1;1 i 11( :4?-1...1111r1 11.'111 Ill) 1; I I I I I I I I I I I I I i I 1 I I r - - ;•••<:-; 5 6 '7 8 9 1n 11 12 Lr NOT' : If the rracrcfilmed eocument is less clear then this ____notice, it is Cue to the cuality et the oripinel c'ocument, , ■•• :!%," , : • • ttu i I HIT! ri " 1•;":: th1m !! 1H1 1 ;;! twffi''r• l !II I t HI 1 ' ' u o 1 1I I M1 I I 11 III II I 1111 ! I I II I I I lill!!1111 k'• • . •• • , • in CI. et u. e ow, 0 416 111411,41,Whillhillhflkj!!!! ;if 111111111411,1111111H1 "5' ' r • 11111111h111hil CITY Of 1 UtiVVILA APPROVED 'JUL 1989- —IR. Di • SION 24/,/••••■••••••41.•••■••••0001, C/TY OF '.utcvv/LA APR 1, '17 1:.:';f:i9 BUfLu : .. • 44` '",:" •" • .7(-4fr ;"•(! • a- ............................ ....... 124690 fl-(ley itt r- ••••■••••••••■•••■•••••••f ' "I. .1 I, • 4usr,c.-.11.1wi 4L.41? (Pr 'Y'LrN „ 101,27/ c 1 h ,? keti:ef'.40 vam.; FIRE RESISTANCE RATINGS (9)(U9--Continued Aktikkori No: U438 Assembly Rating - 2 Hr. Non-Bearing Wad z pv\ .. • I • 1. ' • r--- • _I — 116 PAN jAstiv '1-EL i= ' HOHt 11/?. I rt I 1 I I • , '^ ' • .1 • •..••••• . , • 4 In 0 0 0 1 (600111M) 4 etwor.e." Peakta21XMOSIMI seaseft:Moszet 12PCP.MiteMPalii =PION ialieepige t IIIIIIIINIIII M N IIIIIIIIIIIIIIIIIII 4.1., ........_1.7...,,t....t.......,!..... I a. ...rushed W -, s HOR Z. gEOTION FLOO(1 1. Floor and Calling Runners--"J"-Sheperl runner, 21/2 in. wide with unequal legs and 21/ 4 M. deep, fabricated from 24 MSG gab, meet. Position runners with short leg toward fin- ished side of wall. Runners attached to •tnitturel supports with stool fasteners located not 2. Steel Stud* -"C41" shaped studs, 21/2 M. wide by I1/2 M. deep. fabricated from 26 MSG geN mgineaote.tct.han 2 M. from ends! and not greater than 24 In. O.C. Steel. Cut to lengths V. to 1/2 in. lest than floor to ceiling height and spaced 24 in. or eoo 3 Wallboard, Gypetimc.-1 In. thick gypsum wallboard liner panels, supplied In nom 24 In. or v6004rve(name( edges s inserted M "H".shaped sect:on of "C-M" studs. Free edge of end panels et. tattled to tong leg of "J".runners with 11/2 in. long Type S Gelf•tapPing bugle head steel screws spaced not greeter than 12 in O.C. Waled Stem Gypsum Co.—Typo SLX. 4. Wallboard. Gypturn•-1/2 in. thick, 4 ft. or 1200 ntrri (for metric spacing) wide Wallboard ap- plied vertically in two layers. Inner or base layer attached to studs with 1 In, long Type S *elf. drilling selftapping bugle head Meal screws spaced 24 in. O.C. along the edges and in the field of the boards. Outer or face larger attached to studs end "J".runners with 11/2 in. long Type S self-drilling, self4•pping bugle had steel screws spaced 12 M. along the odges end in the field of the boards d staggered from screws in Inner layer. Joints between inner and outer layers staggered. Outer layer Joints covered with paper tepe end joint compound. Ex. pored screw heeds covered with joint compound. Canadian Gypsum Co., Ltd.—Type C. United States Gypsum Co.—Type C. 'Bearing the 1.11 Classificetinn Marking Design No. U439 Assembly Rating - 1 Hr. Nontsearing Wall 3 1111111111111111Irlrliri tt, tit% MO. LOOK FOR MARK ON PRODUCT a 7 8. 9 t , , ELEVATOR GENERAL NOTES ANSI Sections 101 and 102. Pipes, duots, conduits, and quipment not used for the operation of the elevators are prohibited in machine roc as and holatways, 6. UBC5115 (e). Maintain all required working clearances in machine relom. , ANSI 100.2o. Waterproof as necessary to prevent entry of ground water and ' provide a DRY elevator pit. UBC51110), ANSI Rule f06.1d. Provide pit ladder. • ,., ANSI Rule 101.5b. Provide machine room ventilation. UBCi5115(f). Provide holetway ventilation. . UBC 5115(d). Comply with seiamio requirements. ANSI Rule 101.4. Provider-0" clear headroom in machine room. 'UBC '5115(e) WAC 296-81-'370. Provide handicapped requirements for elevator. • ANSI Section 300. Provide proper top car runbys, clearances and refuge space. ANSI Rules 10001b & 110,14. Grout all masonry jambs and headers to retain fire rating of hoistway. In other than masonry, provide labeled entrance aeeemblies installed as tested. UBC 5119. Grout behind all hoistway penetration s for pipes, ate. - UBC 5115(f)5 and 78. Elevator hoistways shal pressurized through elevator machine roues, ' UBC 5115(f) 4, ANSI Section 101. equipnent, ducts, eto. cannot b hoistways or spaces. ANSI 100.1c. 204.1h. be laminated and m UBC 302(b) appr • fixtures, I not be vented or Ventilation and pressurization located in elevator machine rooms. as used in or on elevator hoistways and cars must eet the requirements of ANSI Z97.14 2, 58C 5115(d) . Provide . calculations and drawings to DCLU for val of the connections of the elevator machine beams to the &structure ased on the elevator reactione. Minimum stresses shall be as noted in the applicable rule of ANSI 105 and Appendix P. ANSI Section 109. Provide caleulations to DCLU for approval of the ability of the pit floor and structure to withstand the elevator buffer engagement reactions. ANSI 211.1(0(2). Provide means of two-way conversation between each elevator and a readily accessible point (Building Entrance Lobby) outside the hoistway. ABSI 211.1(b). •This structure is considered as unattended and one of two additional emergency signaling devices shall be provided (phone to answering service or outside bell and sign). ANSI 211.1. Provide an emergency power supply for the devices required by 211.1(a) (2) and 211.1(b). The supply shall be capable of operating the aulible device for at lepst one hour and the means of two-way conversation for at least Dour hours, Sec. 5111.(n). Install approved key retainer box, keyed to the standard City key-ace cylinder cam lock key f39504. Sec. 5111.(o). Keys required for the operatioft of elevator, fire emergency aervice, the machine room and the mechanical hoistway access key shall be tagged and kept in the key box. :Comply with applicable colea. 11111111111Pr111111111111111111111111111111 111111111111illl 11111 1111111111 11111111111111111WIIIIIIIIIIIIIIIIIIITHillip1111111111111111111111111111 2 4 5 6 8 9 10 11 mAnf. PIC,FPultiv 12 • "4r5er'scs." ..."4""!ne=1."1......1112=Fe7' . • .• • • Le. 1 ievir- re;.,2,P.. JAME AML( W. 1 0. C.-1.--,VA-"X WA JAME) z ' ,v4, 1/,4. G " 4, III 41-i/Ar -r LINE. 017,1;,:liet4e) ivAV/ r 1 e-,r- ter5,. iltfillir6pZ,c--;--ffle- • •.. ":"! 11 "IP • r. tftv•F-1r(4-, Cti thvotht APPRO,VED 1989' BUILDING 1Dt,c2c.K.114 1(21; F-AL 64g._ 34:'` rA A1 ry wl riq ‘-;CGt)R.E-, Amp Prr rz,)-.)r;.-.. N\v-i;er's Vek T4 TiC:7N1 . e 4 . •0 • 0 0 ).A f lex 1 vivi F2 RECEIVI: CilY OF 71,0■,i,t.t. 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FS.O x 1B.5 (- 2' -0") C —2.1 F6.O F6.0 TYP. • - , ±fsa:...�+,.+ •rr�s =�' kt� •y,zr..'e..,.�,.r' ,�`rY.�x r,: r: 14 V — J -0" _FOUNDATION PLAN -d BUILDING " AIt oNo NOTES: .) ELEVATIONS SHOVN THUS: ( — ) ARE TO BOTTOM OF FOOTING. .r: c . _ sti • .� �rtir . SCALE: 1 /8" V-0" 0" UPIY OF lUityiillfi APPROVED 'JUL 7 19891 MANN , DIVISION PLAN IlEtittAt Fell COMPLIANCE WITH THE FOLLOWING' ORDINANCES ONLY • SUBJECT TO OffERPRETATIONS OF THE GOVERNING AUTHORITY,, ERRORS, OMISSIONS AND INCONSISTENCIES. `� DATE IN A` , BY (1,1,-.4P,. DATE OUT' -. WIANA*! & DeSALVO, INC. : it y , by ..; r3 .Y ✓,' =•:+. j r!i i ." kAr� Jl i,: k^Si.ai7 +�/Y1i r �,.fi 2f i)l; l:K 4 2 x fir:, »p f r f '.I •_'.'. .f �.'.•`. -.y i.. rr L _ y # ...•/ 0 III it I I ! I I I I t I � I { II II II I j I i I� I I I I I i I j I I I II I I I _I _Ir Y i I I I _f � _ _I .`wiI _. ! •f I j _•i . l I : 2 3 4 , . I ( _.._._• 1 .•�_I ,A .1 . I 1 1 I " I ' I I I �A�tfi.� � i I VY i I II!III..� I I.: II I. 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">�✓ ir.• F r F %'' ,::; f�,C rr ,r r r ,,{ P ;� s ,,, � rte., �; �;; "fi i' . s . .. .l y ., -h y.✓� fr f � �v� J� .w"*„ r"..".. .:c� s'� v • ' . � �. +rP.rry d., l ,s r:•• =::;;,....-5.2.)1,1.-;t: �. _ '' ,y+ ? r +;)Y:� � ' �. � u � d' L w �� •2?, :ti_ vt J+R { •�r1. c4 '<'''. c vx�`i "'rS3 i':rwda'u: vssz�i 444iu f ti • 51/8 x 12 ( +5/8") �.�. G —4.tA 2 x 6 at 2'-- O"o /c 3 5/8" r 14" TM /55 at 4' --0 "o% 18'-6" > T11'P. 151-0" 14" TJI /35 at 4' --0 "o/c 18" TJI /55 at 4 =- 0 "0% 18" TJI 55 at 4 - 0 "o 18" TJ /55 at 4P-0"a 2x6 at 2 -0 "o% x 13/2 (+3/4 ") 16'—O" ] TYP. < 18'-6" > TYP. Ifs 1 1 /2" DIAPHRAGM BOUNDARY ROOF FRAMING PLAN - BUILDING I SION 1.) ELEVATIONS SHOWN THUS: < -- > ARE TO TOP OF PARAPET. 2.) ELEVATIONS SHOWN THUS: ( ' •-' 3 ARE TO TOP Or FRAMING (BOT. OF PLYWOOD). ROOF NAILING SCHEDULE NAILING at OVER PANEL EDGES 6LKG. MARK 10d at 6 "a /c 10d at 6 "o% 10d at 6 "n /i 10d at 6 "a /e .Od at 4 "0% NOTES: 1.) ALL NAILS SHALL BE 10d COMMON x 23/8" 1AIN. 01. .148 ") 2,) AT DIAPHRAGM BOUNDARIES. PROVIDE 2 ROW'S OF NAILING, s1'AG ERE ]. SPACE PER SCHEDULE. • • A.1+ii1C..'4 L �w''.« Y3'.YJ'+:..::i:`:.,::C,.tYC. t�:.Yr:vr:w:. , • • • 1, IIi� ...,. .- ,.........,.E ._ .._ ,.,.... • 2 l ..., .,, I ;.: I II,III�I;I�Illll. l, l�lllllli ✓ • l / a' 11 UOE IN fNl.A, Mo 11,1111 I I I i I f ( ! 1111111111111111111111111 '111111111111111 I II ►I f IIIIIiI I 1 1111111 I ill I 11111111111 111I 1111•. 17 NOT If the rnicrofiimed, rsocurnent Is less clear than this notice, it is eve to. the �ualixy. c�` h'e, 'AtiOinel c'ocun^cnt. U: (6 c`. fie CZ 5a! GZ f9Z f:Z . ZZ .,14 . -...� _..,.r: �Z G` g` a 91 St 91 El , zt it 0 111f 11wi1f11ihIli1111111111IIIIII1i11 lUI ilklih1111i 111111,1.1; 1111( 1111111 !li111,11111fiillllilllillhl'I I I I i i' I l 1 fl 1 ji �, f I 1 r' fa f.6l" .;4 �".,,,,,• a'i"}.r' J,''. _'Y.� - - >•.c.r .,,,.•_ 1 1.1,11.1.1• Illli !Il �Ifilllll11111�11 ,111111l11i�l1,r!Illll I I! 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IlI1 11!11 ��/ I.s�r of 4i r'"' ✓fi ,, irtawtt- 1 f 'Na.•n x.f. frd• k zYi „^ F,•rI••' ''n V • , r p, it 15- 0" 4'-- 11/2., 0' 30 -0" p1, • 30'-D" C 3o,-.0,s 30 -0" 1 2" 2" ttet C -3.1 3.1 -3.1 W14 x 34 -3.1 W8 x 15 L -3.1 -- -3.1A U -3.1A co W16 x 31 U -3.1 jM.1A .1A We x10 • C -3.1 U-3.1A D -3.1 C15 33.9 3 cX to U -3.1A 3.1 [Q U -3.1A cI JG9 co M1LDECK j I K -3.1 4 SPA. at_5- 0 "o /c. U- -3.1A 3/2" CONC. SLAB ON 22GA. TYPE 8 FORMLOK DECK w/ 6 x 6 - W1.4/W1.4 W.W.F. AT MID -- DEPTH. TOP OF SLAB ELEV. IS DATUM ELEV. 15'-6". 4 . #7 «:• ' . at 6' o/c (FU NGTH OF BLDG.) PLACE at RIBS IN 'METAL DDCKING. PROVIDE 1y2" CLR. TO BOTTOM OF MIL DECK. -3.1 0 1) at C -3.1 N -3.1 G -3.1 G -3.1 K -3.1 W8 x 10 M_.3.1 D -3.1 U-3.1 !': rv4 a rs7ay D -3.1 . ,. r _ vl•�.'. .•4..: ;!_.y 44 r- '. •1 C✓i f..'L Xw it tV 1�FK•')�t1 Y�1:r!-::Y'' r•' �= �M� "::.�_: :'� .•.•T�'^t....... :'H .: ffOn:r•- �tn:4rMI�M.`•+I>G.3!'_s n.:At`- k:•T!'w :!.f. ^.F ..-. ONT. afi 6 "o /c • LENGTH OF BLDG.) PLACE at RIBS IN METAL DECKING. PROVIDE 172" CLR. TO BOTTOM OF MIL. DECK. t c t • >„nv '' iyFt: ,„!<ks,'ng..?'`T'..+c„',:/'s:.✓ "':;iii`. '",'"'�:,. e!lYF. C7".�x a yr� FLOOR FRAMING PLAN - BUILDING " J. w. • ENO -7- 6 SF'A. 178" as 1 ° -0" •.. .. � ., rte. -••�. f 111111 ii i IIIiiii � Iil i Iililil IIii ' iii I I I 1 � 1 I1 ► 1 ii-1 I I I ii i� i e ; . I 1 (1.a •1 1 Illi. iiiii l;1l1liiiji,i I j� ii1 •�i i i 1 ,! ; Illli_ il; �Illjilill. lll lII I I o lE,,,,,No. 4 5 6 7 8 9 Jl:.:l1. l i1i l 1ll, r l l l 1. • lI .i16FIa.1.� . II {1! r-L- 2 1r1 N3T „If th 'mlcrcfitmed cocument is less clear thsh this 4 ,,. cue- to thi; gvelity'Cf', the oriO..inal . eccurnent, notice It 'Is , EZ i de 6l 81 7 9t SL 'V` *l £1.' Zt " tt i 6 6 . c ' I i 1 i i ! I i i , ( �� 9 t l wW U iii wI,IH +!I!iI!illl!III Iill!f!1111i;i!!l'I 'I'it/lIiflllf!i!'i lll!IIl,lil!;�I!III !fl�!III1I'''I1ilif1ll!!1iil f i'I1! 1 li i I r I i I i id i e s ,,, ;- f{••" ;, 4,1 . . ., .,,lily 1 1111.„II1!! r�l,! 07t.IiIIIIIIIII�1111i, 111. 1111fI ,I�IIIII{!I!�i!!I�WI�101� 11 i f li 1 11I Moll 4� i ! t., �- � I f lilt I I ;�:A,r..�� ✓�.�_��?,,t.;�? =�'r' ..�r�.�r ,�,,'::�f;'- •.hss,�:�:tx:�. :,.r ,�,,.,•�,.�- :r:,.. ,.. _ ,I�I�+ lilli� l�ii�!. i�.. !lillrll!III!I!��IIIIIIIIi�llll I i! , �ii � .. �.s ;:.,. `3• "�t: ), w Y6� C' ..Z,..,�, 'n ., r': .i '.L a. ro fry 'e'SJr' .y'' • �'� %b dryr "a"'.- a° C, bd ! '9.'rl'- `f - .¢ �I.., .�.y 9„ . J .�, r. ;..,.,,ny,r,.r•.tyr Q7r -. *♦ �,.. Sp �+ rid Fit •..�:$... �' .t t w >' S h C, g r l "t. T'f'�t .;3 "rh. 'jr` d� 'n' t HI ✓,,,,.rr�, � ;Y ,_• "i. , ..♦. �' �.>•` � .*''x!'i :��♦`i. ✓ r� >i� +G'fi %� ✓ s✓ s�J ,�.: J :.fir. -a, ��" ua4 .xq� _..�`{ ..�G ?' a+�� `�' e��...,...yisr,. " =� lilt �. f..�...:� '• �� +��S��i`M�3"z€ ��"i�e�f��rs��}�'X 1�r..7'";`..2.*?'r. ��JC � f at S - 0"o /c JOIST MARK GIRDER SCHEDULE CONFIGURATION 14.1 14.1 14.1 14.1 14.1 s_i_...._t_i_i_i___Th JG1 JG2 15.0 15.0 15.0 16.6 11.1 JG3 13.3 13.3 13.3 16.1 l 7.1 JGtai 12.1 12.1 12.1 ...._i..,,.._.....,.......,..z 45 15.2 15.2 15.2 1 8.0 8.9 JG6 _......_ 13.4 13.4 13.4 8.9 8.9 _ i, 113 13.0 13.0 15.0 15.0 16.1 8.4 8.4 16.1 14.1 9.9 7.0 10.4 11.9 12.4 -- ts--- _i_ E: uVE LOAD DEFLECTION SHAU. BE LIMITED TO L/360. TOTAL. LOAD DEFLECTION SS#ALL BE LIMBED 1'O L/240. • Gift' OF 1ottiViLM APPROVED 'JUL . 1989' BI,1sl._. STON r,a 1?40*I 30'- 0" 30'- 0" 23 -0" • :.' 30'- 0" 28'-O" - • 20'- 0" 20 -0' . F3.0 F4.0 16.0 F4.0 x 12. re 1 L. J v rij 0 4 6 1 J P 3.0 l• "cry, -F -T E -21 A -2,1 1 1 2' -0" 8 r r r r r 1 r 1 J J F7.0 F7.0 F7.0 F6.5 REFER TO SHY S -- 1.6 FOR FIG. DETAILS & DIL1 NSIONS IN THIS AREA. 23 4" SLAB ON GRADE w/ 6 x 6 -- W1.4/ W1.4 W. W.F. w/ SUBGRADE PER SOILS. ENGINEERS RECOMMENDATIONS TOP OF SLAB IS DATUM. ELEV. d 0" CORRESPONDING SITE ELEV. IS 0 10 1 r Lr I- - F9.5 F9.5 F9.5 F9.5 F8.5 F8.0 1 2.1 ea 2._ 0" FTG. rib 2 -6" 19 18 16 1111/ F7.0 1 AMMIMMYIYM .1111.111....11 fIlMM.I11000 _1 _ �..._ 0111....,.. EIE 1 "} -1111. -. �-'•YJ.f... t.i. _`J'e ':.:'••J:* :•1 •:::f' , f:... .�1 Mw 1111. . l„�i _1111. 3 • - F.. , a;;ia/.��!r :.f,-"!J>..'.....•i «1111. 1111-.: l' '. a.,c;.:r'�•: °11.11. -►, rr!-,- r .-_.�•- r :: n-;^.� ... 1111,;^:= ��.' -. _w:^^.tx :'r:'r[�.: .-'+Ct +:^n, • _ _ ,11,11. 1..• ' 1 c7.5 1 F7.5 F9.0 2-6" •11111.0.,,.. _11111100■1. A -2.1 TYP. _1111::, - �.'y.c''.>�'a•�dacs.�r F5.5 --2.1 •-10" Q FTG. 12'- 12-4" 2._ 61 10'- 0" PARTIAI FOUNDATION PLAN - BUILDING B s; [TO 1/8" 1 = -0" CITY OF TUKWILA APPROVED 'AL 7 1989- NOTES: BUILD) . -, DIVISION 1.) ELEVATIONS SHOWN THUS: ( '- _. 1t) ARE TO BOTTOM Of FOOTING. 2.) BOTTOM OF FOOTING ELEV. IS ( 2 ° -0" ) UNLESS NOTED OTHERWSE ON PLAN, ' 4••. 1111. • , % r '•1111 t , . r f* 1.i- v.vA:.*=k= ;•g?:h..t!1?s^ ."s• -s•P^ r4- ?, ;.YY m'r -r.' #9!"i.o Ilk,-- •,,v,:a,s6:% } `i+::tc74Nt.YJir'SXG„Yti�'t! Atr..ro.tr,,t;,- : �. t,` %1111 i � [T,r V.S P.'• IX`C� Y't': • Yr:-.,:,•ti : i:;;r..� p r `. �' ✓.'..r: -'•1111. Y L-fiw <_: Jray M ✓Y -..q. r. ✓ x/.:. rvx .r... ?F, 1111 ,.,r...x.,as. f.(. F.tY7 .�.. ...,�lr%•;..., - �, G. iY: i1.�o '.::L>.a:3i�+.G- 5 +�:�.;Wr.c:w .•iw ' __ r" :'i1. �� J 'c I, ,k'r.. '"�hr 4•.:Q II I 1 1 I I! I I I i 0 it ills INC.. 1111 wv.ev... v.�•.. � y.�nv 1111 � vr`: �.. 11 _ __. 1111 •h. ._ 1111 ' -. . .'` '. ..r -w.... J o _11 ! J !! ijlli1fllll1I1filjlll }i►ljl�l1 iljl'ijlii1! 111111111111 ICI i I( ( I1! ( LEI Will I (ll i !1I i I I I! 1I I! iI 1I 1Y• ! i! 1I j I + ! I I 1..` ! I 1I I F11I - 11. +f ! R }n. i,^ ,- ! 1 l �! 1 I ► I r 1I �' I 1. i is 11l1 2 3 ' > 1� s .; r.••- 7 _ . . . . . _ . 11 11 . _ . . . . _ 11 . . . . , s 6 % a 9 1r) . w4 46FP.A.v 12 NOT 7: If the micrcfiimed .eoct'ment' Is Tess clear then; this rlcticc, it is cue • to':thc cauelity or the cripinel r'o ument,. 6e1li .11lli?�I�IIII'�!!I!lo'�I!ii!1 II� I�' 1 !� i l I + � i� 1....�,,, ,`, Zrr lL 61 8t a 01 St sit £t at tt 0 , 6 111•' r , ! it r I , Illi 1 I Ill ,liji 11 1 HI,II�I OI1111I! 111!illlflllillliiiilll Inuitiliillli !I',111IIilllliil!iii �.�,� _._ G'F.W�iJ.M JCI� Xv(♦ " O 1111 1 1tllldil!!ii!Aii,'I! iIl III llllll!1ill111111. l!I1 !lillli r�SH; ;f.'L"..2.`.tli' tS�'JYl.- crLS-"C ✓•.•: »: . r. d:_� c •,. •v:..v.. _1111. ........�..... 1111_._ •. 270"-0" 30--0" 3 ©=-0" 30' -0" 30--0' 1/2" 1$ 111/2" 4.1 B -411 TYP. 1.-0," -4.1 33' -6"> 1 -0" 8--4.1 A -4.1A TYP. '33-6" > 2x6at 2s-- 0"o 51/8 x 62 ( +g) 51/8 x 12 ( +5/8 ") 51/8 x 131 2" (+3/4 "� 4 IMPSON HGLT5 HGR. f1, _■• Il SIMPSON HW5.25 HGR. EA. END '1- 1 (+3/4 ") A ( +3/4 ") 4.1 �T�fB t�1 A ( +3/4 ") M ( +3/4 ") _ x _ 1311__.. ( +3/4 ") 8 -4.1 33'-6" > TYP. ( +3/4 ") 0 0 A -4.1 [ 31'- 6" j• C -4.1 51/8x12 w/ HW5.25 HGR. 1 18" TJI /55 at 4' --0 "o/c 18" TJI /55 at 4- 0 "o% 29'-0" ] 29'- 9" TYP. 18" TJI /55 at 4' --0 "o% / 18" TJI /55 at 4' --0 "0% 30' -• 6" ] 18" TJI /55 at 4' 0 "o/c 29 -9 "] S%8 x. !3%2 t_ M-.4J4 x.r, 1is" TJI /55 at 4'- -0 "a /c 7 29'-0" ] 3/4" T, & G. PLYWOOD (48/24) wfl1AILING PER ROOF NAILING SCHEDULE IiIIMOMONINVINIMINMAN (+//2- 1 L -4.1 5% x 13% R -4.1 3 5/8"" 31 1 "] [31' 6" ) M- 4..lA ref _ 4. /-[ 30°-0" : 30 -8 "] 16" 1'Ji /35X at 4'-0"o /c C -4.1 8 -4.1 31'- 3 5/8" 11 [31 -6" 1_151 U /38X at 4- O"o /c TJI /35X at 4-'-- O "o/c 0 f M x M 0 + [31 -0'] 30' -0 ] 0 A -4.1A 30'..0" ] [ 31-6" A -4.1A 33'-6" > TYP. HGH ROOF FRAMING PLAN - BUILDING °' E 1 /R" $ 1'- 0" NOTES: CFIY OF 't ln411.'1 APPROVED 'JUL_ 1989' ,�4.d.11► BIUILDING DIVISION 1.) ELEVATIONS SHOMI THUS: < ..,.. .q" > ARE TO TOP OF PARAPET. 2.) ELEVATIONS SHOWN THUS: [ -- _...1' ] ARE TO TOP OF FRAMING (SAT. Of PLYWOOD). • ROOF NAILING SCHEDULE NAILING at OTHER PANEL EDGES MARK NAILING at BOUNDARIES CONT. PANEL EDGES BLDG. 10d at 6"o/c st 3 x 4 FLAT 3 x 4 FLAT 10d at 21/2"o/c 10d at •4 "O /c 3x4FLAT N OiES: 1.0 ALL NAILS IALL BE 10d COMMON x 2 3/3': 146iN. (� lz .148 "). 2.) AT DIAPHRAGM BOUNDARIES, PROLiDiE 2 ROWS OF NAILING. STAGG2ED. SPACE PINE SC*4EDif E. ,a= } :i- yam ¢,f tAg.+';'t,i�rtf J! 3' v✓." AtF! u.:, s,?. J.SN'S�w1`Yd:.Y.J�'/!�'�+',TJ°. ;."V:^i..WJ .w.v!�!�Y /'al° :trZ` 1.7 tfa ,r,0 t:Ww rtrr:rn s ! i51'',: . -.- .:.i' ^..Yy - '- l'.';14." .✓ 'J,::':, !r✓,••. , ..,.? v .',::r",.�;Zr!.s^�,•'��yn; -+s- err �., r? �ns• 4: r�r�. s: rl Rra�;"<. r• ..w*�r..±ni',�?rr.;JS:..•.r�t, ✓ -f .. - .. - '[./..' . ,,.. . _ ..'....,� . I ..... ... 9 xy 11 II I I I( I t � I I I I I l I 1 � 1 - ^: _ I f f I I I I I I I f {1RIIif IIIIII►�Ili !I!f il{ IIIf Ilt il�li 1�I il' Ij� !ilia Ill. I' I I 1 i i � '� i l i ( I i : .. �:...:. 0 ,G„slNc„ I I ( f i f f l l f I j l j l I (! 1 1 l li,ili ijlfil► illil }I i {IIiII �li�•iii ill Ili II! Ili 2 ,� 6 I ! I ! ! I t f l notice, it is cuei rci1l e , ocurnent is less clear then this F �. _`' q , lity cr the orI IneI c'ocument. 6e. ». ---- -. • �?'!IIIIIIIIIII Itli!III�I�!Illillll ! +�! i' I i'!1'i�' il� i� � �.� I et G[ 91 St '� .��' 6 L. S t7 !: Z l WW U II !! I I l ei L it b 9 ! il um I.!�!lil , !!! irll!l rllil�rl!! �II! 1!! Illli!!ifli!i'!!lilililIl!!iill !� ' i ! ii I• . l .^ we,� /J y ! I I , ,, l r3. �,•, I•,I'• ''I.,'..:,.. w ;iuti , y: - ,l. ,,,, ,l,� ,,. 4, Ill J,.,- I II�l i!lilll .Iilll.11lllllf I.,! Iii!! rl1il lil,li1111lilllLlli.,/,Will,P II!!I�,!,!!IIli!L1 it ►I{� !� i� I i i 1 v . l; .40 A w:.: r .i. � ^ -.if..,„,. ,�„r ill ii! ir! Illiiiil !iii�.,!il!.ririil.lr!liliiil� ;:''d.. °;nkr_'.,. •' „•a.:.; C✓;. �;f F.:C liri'�%•�iY ;,.. .., ..:� •' '� .i yr ;. (Jt?i✓ n .(S?'° % .aV :'<"".�'.w �,...�Gf; -.�• 'ys''•t .W n .•ar,, 1' ,,,u {. ,._ ,;,y'' ,C { .jj{;,..Iy�. r :; -• r,s. ,rd;11"):.7,..„ �`L ., ^•, "v�+ �•„ .• `J.!'�:,�;�„" .i!' ,9 ;.:..r,.,, J...S�S,;;•.. <.. a.j ±k .? :tJ ;,f.F Y•.j . .J>Xni... . ,� .t`�.i .F'�"is �:1:h.` ci ... ,'1� ytl �• -" �{'� ,.. ....,...... .: ip. r�oax: ,/,'. ,..,v+,.1.s .�.r,` -r r�"- y,•a,•.: ;r�{ i{.^ -. dry ,v '�,:Y 'i',"'�. r. a, f>�`�' - Y'ri<.,r, F• 1 .if ,.. , ... : • r �.. f 51� +^FV,(rJf^ .?SI..... > -; :. �4.. .dv. >. _ 17,`1., ,.. a f' .µ. 'r, '�."'^. S�,rY. � � �� .tea � +`f �i a+, � f ,yrt, ;d..� `(,t. » i• � . 1. � • / .ur+`„ r...._.: T...... ,°?! ,.r. � �y: �a+;v.t [wt 'a. � ,-" ::.r......v? �yyas�iL�J; � �es:�,r,i. �.. ... '�. f r� 'i••.c J �i: 5" is .:[u r�A{! ' fi l M ! .t4 tf r '�✓.. t d 'y, f; /'e+'etyl� k „ ' s`•� • '' f. yr :� ;r f f- IY'ft,/^�, kr:a:,r, "sP nffv:•t ;", ""3f' •'': rr z�a 4,� '�+�• ;i'dt ,,.,.'"r�•s,r+;"r >fj vlare 5'-O" 10' -0" 1r--0" , 5g— OH F3.0 x 18.0 F3.0 x 18.0 4" SLAB ON GRADE w/ 6 x 6 — W1.4/W1.4 W.W.F. w/. SUBGRADE, PER SOILS ENGINEERS RECOMMENDATIONS. TOP OF SLAB IS DATUM ELEV. 0'— 0" CORRESPONDING SUE ELEV. IS __..o'• 1.) ELEVATIONS SHOWN THUS: ( -- ..' ') ARE T4 BOT. OF F0O11NO. • AI shoat • sv-: err,- ; r,.:} �' ihr% YC" ii`•= � :?= '�St�!'r'Yur- L!,t5'�x�'i'f't ia.;k:vS.: C¢ X= H:f14,3107t:e`.+r"Jcr+7i r,JriL?3i,.tF': 11.5 9.5 <18 -6 "> 3/4" T. & G. PLYWO (48/24) w/ NAILING PER ROOF NAILlue SCHEDULE 0--4.1 8 3/4 x 34 1/2 ( + 11/4. ) 1 [ 14'-0" A -4.1 -4.1 LE SHT. S -1.4 FOR FLOOR FRAMING AND DETAILS IN THIS AREA. - 30' -G" LOW ROOF FRAMING PLAN - BLDG. " 4c-"Th. QED 1/8" all 1' -0" 16 -0" , 8 3/4 x 34 1/2 [ 15 -9" +1 /4" n• NOTES 1.) EYATIONS SHOWN THUS: < —2' > ARE TO TOP OF PARAPET. 2.) ELEVATIONS SHOWN 'THUS. [ ....., ") ARE TO TOP OF FRAMING (80T. OF PLYWOOD). sVax15 .5/H1 pro N H W,5.: 5 HC R . TY�'. [15 -O° [14' -6" A -4.1 w z c.)- • 5 1/8 x 12 + 7/8" ) (+ 3/8" ) C--4.1 [ 16' -0" L. 18" TJI 55 at 4' Duo c .?%8. 15. x 191/2 ( +3/4 ") Q - 4 . I 5IM P ON HW c1/u ,' 1/2 ft 3 fY , f f ZN\ C -4.1 a • SIMPSON HW5. 25 HGR. TYR 1\. ,ccox\‘' 0 �J CM OF IsJr1YliLr� APPROVED 'JUL 1989' to. Pr BIM P1 G 0.... ?ON .,4 —i ) z N e • f - • ::t.:err.,�,�,, rug; iG�r ;''�.trr+en..t.�;r�yoe►A�^.e; �iery:�t'*2�r,�..��+ .. ,'!'�r..l.:.. �� .1;_.:. !Y•�.rY' Y H� ;'SY.'.- :�:^.:1.°. x.} r`. L".." �' � ..r':h ?:3'3''C,�!_^..9:�G:3;f +: =..... n ✓'X,.�...:fl�h:' +.'.�Pi .✓: �s..:: f�c.. YVw �k=! t ;:.or..�Y��.:'::..._...:.::L:�. • .,.I te. .,m! 'St"td.i .3.•,. . .,.�::.": uc. r..s�i•y z.: �` •, .. r„ �,. ....uV ..r .kY+7F.4Y+:,.n. re3�:: .Y..w.N r+' -« may. .r •... - 1�.�.- +.u�ti. art n.. rV..r) . u.� 2✓' w-... ...n...+.r ,rw _:.•ijn4i+n. —w :+S / /.FR4�r1i %.:. fr1��.•' YT. .'` • IIIIj111I11111111111111111111111111111111111111 1111111 11111111111111 11) 111 111 1 11111 111-; 11 1 1 I i 1 111 1 { 111,.. 'I O ,b TM INCH !� I, I 1 I` (1 (� I I 1 1 1 �I1llllll'1 Ii11I111j111ji` Ilill1llllllljl1Illll1l11 .111'IIIIllIiIII! 5 �' 2 s t�OT - _... _,._.., ?..__... _..,^ 8 9 1(i 11 WE 1 - If the mic•cfiirned, cocument'is less cleer than ~this ' - notice, fit is cue ta.,ther•qudiity cr the oripinei c'acument, se tie ;,Ic z� OZ L `.rv`. �•� L 9l l 4l ,...,;-.4.....,„,,,,,„....,.....,--, !! f ii j $t bl Zl II 6 8 ' G 9 5, +i F: ?li!I!►I��Ilfi?IIlIIIIIIii!�1� {111'11 l {!I'1; 1!IIIi!{IIIi1111111�t1 I ?111'1 11 �1 I I �1 11, I f I? I ` I . ..,,,?,;t,,•••,-, Il,i.l, 1111 IIIIIIIII 11!,,11,, IIIl1IIII!IIII�1111 I;l; 1111! I; iII1II !!I! ►ll�lil��il!1�1111�Illli {II i I 1 "' 1 11 i Hilh 1 i iii"r�i*r6 �, ,, !1:11 r. ~ ,: r .�`. 4 ,r r 11! 1 I 11111111. 1, �1t, �1411111Iili1Iiillll !11!1111HII�!il ii I Oi I h 1 .r ��, nw ;.' "_ "�'2r •r' ...r.,, .• Iltl. Ifllli. III�IIII�iIII�1III�IIIiIIIII l 11,�j kv, r �,.9�.�.k4arir?: ��''_..��r<xt C ,� nr -.;� -r�r iy,•r P6',!i, ,y �KI4ti� yti!w�.^nv , "3;'r,' fi,.,,,-�,.,.•, -.3�, -M7vf ..5.]'� s.; J�£ i' ice?" Y mil-, 'a: yr`!ist'�i'✓i•'u`!`,. .� ' r_' 3) �ti .s'�e31:7r�i•+i:+.�-`��3JtS+'l� •�,�Lc .s 1 %G. _ r++ ii! t'#%�Y.�!+L�i£Sr `;.;..ff4Mli -,`k w ..,..-- • REEEEE • w +� ,t sEESEE f. • >:) a • Yti - 241196 R.C. PANEL PER PLAN #4 CONT. 3/4" CONT. NON - SHRINK GROUT -- CtR. PER PLAN) N 2 - #5 CONT. TOP & BOT. awlWEI 0 #4 SLAB DOWELS at 24' o/c YYP. U.N.O.) b •"` 2 -0" SLAB ON GRADE PER FDN. PLAN Eta. ANWNEMMOINUMNIINWNEMM 4`12.40 • ,T,•) ,I -=.lid .111 COMPACTED STRUCTURAL FILL PER SOILS ENGR.i TYP. #4 DOWELS of 24"o/c " IO El_ SEG ALTERNATE__ - 2'-0" sEGtt•'.:A -z .1 _7'0 ..e . _.._- _USED e'b;4TRA4 i'0R'.5. -_ T-OM-10M SECTION A -2.1 SIDEWALK PER ARCH. --• ' DLO" 3/411 1- 0" FACE OF BLDG. 1/2" FACE OF :WINDOW WALL WHERE OCCURS 11 SECTION 1 3 #4(1 TOP & 2 B T.) PG•. PN L,• . PE.R 4 "A, 1/4 Y. o' - a" R~•. w,/z1*5xV -04 Cdr �•t C2eo►. 3/4" a 1,- a" 4 hk.15U1•,.ATIOh1 PER. ARLH.- s /4' C.QNT. k.1oiu - 5#4R:t.4 'L GROUT ___iigegL PI..•AN ,5- 60Nr. �,... -� -roP 4 eoT. e i• • ri EQ EQ. Z.E-Es A -Z.1 ALT MAXIMUM SPACING & LOCATION PER FDN. PLAN /4 "s 11-0' r- 1 /2 "cd x 3'--O" PLAIN BAR 0 24 "0/(.1 CUT ONE END W/O FLARE & GREASE SAME END - ---w -- x ----;� • x . . L 1 :it:51I Weil 6 x 6 -- W1.4/W1.4 W.W.M. CENTER IN SLAG -- CONSTRUCTION JOINT CJ MAXIMUM SPACING & LOCATION PER FDN, PLAN .K' 1" x 1 /8" SAWN JOINT • n:7 Ti;T1 �•:.. 1 6 x 6 -- W1.4/fIV 1.4 W.W.M. CENTER. IN Sam o *llI;*UILtiII SHRINKAGE .JOINT ,S .J rter,w.fdW. P.C. PANEL BEYOND #4 CONT, TOP FINISHEi; GRADE -•-- -• t 1/2" FACE OF WINDOW WALL WHERE OCCURS 17: •• :• • •• • (PER PLAN) �� 2 -#5 CONT. TOP & SOT. AdANinUallfta 117:4.-Ws • t :1 t. II = III :111: 8" HAUNCH rBALANCE OF INFORMATION PER SECTION A -2,1. SECTION B -2.1 4 2'- O" 3/4" to 1 Ott 1/2,t PILASTER & FTG. 3/4" NON- SHRINK GROUT --• . ,k • PLAN) P.0 PILASTER REINF. PER PANEL ELEVS. 3 44 DOWELS of EA, PILASTER ei o A • • • , 2" SIZE PER PLAN REINF. PER SCHEDULE secTio1 F -z.i 3/4" •, FIEL.t> 1.45g IF' y rj• C.ON T. 5 /8'' x 0'- (04 WEt,.C) , R. t /_11 OP•J Ca RAVE PE F2 Fpp.4 • PLAN r 5 x '/4 x 0'--5" "'//2. *5 x ?.' -O" e. 5'S • • • • r- COP•el c...-r sr-RUC-7U R A L ML.c••• Pen Soo i _S LN R . 'T Y F'• q DDOWEb.•S. •.QTE : C,CH•J hJ E C.710 , G. �!_•.a4 OGGI.J its I - C3`Q FROM EA . O# PA EL.•- e, �� r ©r/ c- ' / •44)c . PANEL 0/N-1 • `'' t3'' !h/ 1-I r CONN . 15 4,-0" R441 QM-. 5, 10)11, 1 S a 15, W, Z2. 4 2 FOO TING SCHEDULE 1 FTG. MARK SIZE �E FTC'''. G REINF. BOT. E.w.) F3.0 3'-Ott x 3t -Ott x 0, -1114" 3 _ #5 F3.5 3'- 6t t x 3r-- -•. 1 _ 6" x 0' 11 4" 4- - #5 F4.0 4'- 0" x 41- 0" x O' -1 114„ i 4 - #5 F4.5 4'- 6" x 4'- 6' 1 x 0, -1114" 4 - #5 F5.0 5'- G" x 5`-02 x 0*- 1174" 5 -- #5 F5.5 5'- 6" x 51-6" t x O' -11 /4„ 7 - #5 F6.0 6' -- 0" x 6'- 0" x 0'- -11/4" 6 - #6 F6.5 6'- 6" x 6'- 6" x O'- 111/4" 8 - #6 F7.0 7'- O" x 74-0" x V-2" 6 -#6 F7.5 7._,6tt x 7i-6" x V -4" 8 - #6 F8.0 8' -0" x 8` -Ott x l'-4" 9 - #6 F8,5 8'--6" x 8'- 6" x V-4" 10 -'16 F9.0 9,- 0" x 9'- 0"x1' -- 4" 9 - #7 F9.5 9'-6" x 93-6„ x 1-4tt 11 - #7 i Li �IY! P.C. PANEL PER PLAN 1 -j4 CONT. SLAB MAY OCCUR ON BOTH SIDES OF PANEL SEE PLAN --�. W-0" 0" ,.l 9 ®ALANCE OF INFORMA1iON PER SEC A -2.1. -- SLAB ON GRADE PER FDN. PLAN #4 DOWELS of 24 "o /4 (GRADE 44) r 2; PLAN 1 - -#64 CONT. ----- ‘•.4 • • . • • - •• 11 • CLR MIN. -#4 CONT. • • „ • • SIZE PER PLAN REINF. PER SCHEDULE SECTION C -2.1 WINDOW WALL MULLIO 1 14) 1....0t, 11 BRG. It PF COL SCHEDULE w/ 4. -3 " A. BOLTS (EMBED 6 ") 6 (PER PLAN) 1 r. • •, 3/4" -- 1 - 0" at 24 "o c (1=- 4" IN. LENGTH) T.S. COL PER PLAN CIRCULAR CLOSURE AROUND COL 3 4" NON••- SHRINK LENEUNG GROUT EINEEEMILa -ru' �o�jo • 11 ▪ • ..• I .{11, • • f • •. • • ••. • •• • ' •• • • ' • • am'' • r • •� ..- ..--•- • 2" CLR. T.S. COL & SPREAD FTG. SIZE PER PLAN REINF• PER SCHEDULE SECTION G -2.1 3/4" A., M 11 0=-0" BRO. R. PER C0L SCHEDULE A. BOLTS (EMBED 3 ") t I-L•-••••••-a-- • T.S. COL PER PLAN r-- CIRCULAR CLOSURE AROUND COL r_3/41., NON-SHRINK • `.• • • • 2" CLR. T.S. COL & SPREAD FIG. SIZE PER PLAN ROW. P SCHEDULE SECTION D -2.1 L. OEF2 5ECT.__D- 21..1.. 0 ILlt l INSPECTIONS INSPECTION$ ARE TO LAB APPROVED PRIOR ENGINEER. FOUNDATION: CONCRETE: REINFORCING: CONC. ANCHORS: ROOF & SHEAR WALLS: WELDING: e 9• , • D AL.T. bi411 7- 11-0 4 BE PER U8C SECTION 306 AND ARE TO BE SY AN INDEPENDENT TESTING TO STARTING CONSTRUCTION BY THE BUILDING DEPT. AND THE /NSPECT FOOTING EXCAVATIONS AND PROVIDE COMPACTION TESTS AS .NOTED ABOVE, TAKE CONCRETE CYLINDERS AS REQUIRED, VERIFY SLUMP AND VERIFY ALL REINFORCING IS 'PLACED IN ACCORDANCE WITH APPROVED PLANS., CHECK FOR REQUIRED COVER, SIZE AND GRADE. ALL FIELD INSTALLATION OF CONC. ANCHORS IS TO BE IN ACCORDANCE WITH ICB0 AND IS TO BE CONTINUOUSLY INSPECTED. CONTRACTOR IS TO HAVE A COPY OF ICSO EVALUATION REPORT ON SITE FOR CONC. ANCHORS USED. CALL BLDG. DEPT. AND ENGINEER FOR NAILING REVIEW PRIOR TO ROOFING OR COVERING WALLS. INSPECT ALL FIELD WELDING. VERIFY CERTIFICATION OF WELDERS. CONTRACTOR SHALL PAY FOR REWELDING AND REINSPECTION OF ALL WELDS NOT MEETING SPECS. INSPECTOR SHALL NOTIFY RTRUCTURAL ENGINEER OF WELDS NOT MEETING SPECS. SUBMIT 2 SETS OF PRINTS OF SHOP DRAWINGS AND 1 SET OF REPRODUCIBLE SEPIAS OF SHOP DRAWINGS TO ENGINEER FOR REVIEW AFTER 'CONTRACTOR HAS REVIEWED f&' STAMPED FOR COMPLIANCE AND PRIOR TO FABRICATION FOR: GLU-LAMS, STRUCTURAL STEEL, MISCELLANEOUS STEEL, RE/NFORCING STEEL AND TRUSSES. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL.NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. • CONTRACTOR SHALL. SUBMIT PLANS SHOW/NG LOCATION, LOAD AND ANCHORAGE OF ALL HANGERS SUPPORTING ANY MECHANICAL, ELECTRICAL, PLUMBING OR SPR/NKLEVLOADS IN :EXCESS OF 60 POUNDS. ANY ROOF MOUNTED EQUIPMENT 'SHALL BE ,INCLUDED IN THESE PLANS AND'SHALL SHOW LOADS .AND LOCATIONS. THESE SHALL,SE SUBMITTED TO ENGINEERS NORTHWEST FOR APPROVAL PRIOR TO INSTALLATION OF ANY OP THIS EQUIPMENT. FOOTING FTGe SIZE & DEPTH T_ : _:.. .,.. (50D�M MARK 1 i LONG DIR. SHORT DIR.. I F2.0 x L T-0" x L x 1'--0" 4 -#5 CONT. #4 at 16 "a f c F3.0 x L 3L.O,t x L x T- O" 4. - - • CONT, f4 at 18 "o . c F4.0 x L 4'- 0" :( L x 2'- 0" 4 -- #7 CONT #4 at 18 "o /c F6.0 x L 6'-- 0" x L x 2'-- 0': 6 -#7 CONT. #4 at 12 "o /c NOTE; "L" DIMENSION PER PLAN • CM OF APPROVED •Jtj7 1989- IV 1 gl _41 4.44r • 111� il! ! Ilflllll I1lII ! Il! II I ! 111 1 11 I i ! 1 I.I. ! ! l,, ! ! � ?! f1> ljl I! .1 . ! ! I` ! ! ! I111._ 1Ir IsI.: 1i 1 lZ' •' 11111J1 1 11- ...1} ..1.1l1111.1. IIJ I t.! L 111:• . 1.$! I I- l l!�!1' rll' i 1 1_ 1(1!,!I !1°z.!i. 1••11' 1I1- 111111 1111r 111l I ,i'. ; I I I Is I l i1!' � i 2 ! _ :4 ! s • .. tioi k6, If' is A toEthE: qua IityE•6 the o'iOint rocutIsnnt . • ' J, i �: it thricrirned A¢umnt s less eer than' thisT Iflu664411t1WIlmilkbt011AIHH6WIldimili4H111111111614Allk1114111114111,011111T1140111111,40141)11ifihM144444441416116114H11111661 • gatERALAQIE THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE gclul UNIFORM BUILDING CODE -- 1985 EDITION - ASTM'S LATEST EDITION LIYE WAWA ROOF 25 PSF WIND "SO MPH, EXPOSURE $ SEISM/C ZONE floor 60 PSF + 20 PSF PARTITIONS FLOOR JOISTS 100 PSF EQUWILUI THE FOUNDATION WAS DESIGNED WITH AN ALLOWABLE SOIL BEARING CAPACITY OF 2000 PSF, /N ACCORDANCE WITH SOILS REPORT DATED 11-9-87 PREPARED BY GEOTECH CONSULTANTS, INC. THE SITE SHALL BE PREPARED PER SOILS ENGINEER RECOMMENDATIONS. ALL FOOTINGS AND SLABS SHALL BEAR ON PROPERLY PREPARED NATIVE SOILS OR ON COMPACTED STRUCTURAL FILL, SEE SOILS REPORT. ALL STRUCTURAL FILL AND BACKFILL TO BE COMPACTED PER SOILS ENGINEER RECOMMENDAT/ONS. THE MAXIMUM DENSITY SHALL BE DETERMINED BY ASTM D 1557. ALL FOOTINGS TO SE FOUNDED 18" MIN. BELOW FINAL GRADE. SEE ARCH. AND SOILS REPORT FOR SLAB ON GRADE UNDERLAYMENT. F'c = 3000 psi FOR SLABS ON GRADE, FOOTINGS AND ALL OTHERS. ULTIMATE STRENGTH DESIGN METHOD USED. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE UBC AND ACI CODE 318. PROPORTIONING OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE MIX WITH 3" MAXIMUM SLUMP WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. FOR ADMIXTURES, SEE SPECIFICATIONS. 3/4" CHAMFER ALL EXPOSED EDGES, UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. WATER CURING SHALL BE USED. AIR ENTRAIN ALL CONCRETE EXPOSED TO WEATHER WITH 3% TO 6% AIR BY VOLUME. PRECAST PANEL LIFTING STRESSES ARE TO BE CHECKED BY THE CONTRACTOR AND ADEQUATE REINFORC/NG STEEL, AS REQUIRED BY THE CONTRACTOR'S METHOD OF HANDLING AND ERECTION OF PRECAST PANELS, SHALL BE PROVIDED BY THE CONTRACTOR. USE STRONG BACKS AS REQUIRED AT EXCESSIVE PANEL OPENINGS. CONTINUOUS GROUT BETWEEN PANELS AND FOOTING SHALL BE A NON-SHRINK TYPE GROUT. RELMEAMIUDIALEEL ALL CONCRETE REINFORCING STEEL SHALL BE DEFORMED PER ASTM A615-78, GRADE 60 (fYE60,000 Psi) LAP CONTINUOUS REINFORCING BARS 30 BAR DIAMETERS, 1'-7" MINIMUM UNLESS NOTED OTHERWISE. CORNER BARS (1'-7" BEND) WILL es PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH "ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES". WELDED W/RE FABRIC (WWF) TO CONFORM WITH ASTM A185. REINFORCING HOOKS TO COMPLY WITH STANDARD ACI HOOKS. COVER TO MAIN REINFORCEMENT TO BE: BOTTOM OF FOOTINGS 3 INCHES FORMED SURFACFS..WEATHER & EARTH FACE 1-1/2 INCHES ..INTERIOR FACE 3/4 INCHES BEINEQUIND ALL WELDED REINFORCING STEEL TO BE ASTM A615, GRADE 60 (fy=60,000 psi) AND WELDED PER "ANSUAWS D1.4-79 STRUCTURAL WELDING CODE - REINFORCING STEEL." PIECES TO SE WELDED SHALL BE PREHEATED IN SUCH A MANNER THAT THE CROSS SECTION OF THE BAR OR PIECE SHALL BE AT OR ABOVE 500 DEGREES FAHRENHEIT. AFTER ItELDING IS COMPLETED, BARS SHALL BE ALLOWED TO AIR COOL TO AMBIENT TEMPERATURE. QUENCH/NG IS PROHIBITED. ALL WELDING SHALL BE BY CERTIFIED WELDERS. USE ONLY FRESH LOW HYDROGEN E90XX ELECTRODES (AWS DESIGNATION A5.1 OR A5.5). IE WELDED REINFORCING IS TO BE BENT, BENDS SHALL CONFORM WITH ACI STANDARD BENDS AND NO BENDS SHOULD BE WITHIN 3" OF WELD. PROVIDE SPECIAL INSPECTION PER UBC 306(A)4. STRUCTURAL sTEEL ALL WORK IN ACCORDANCE WITH "AISC SPECIFICATION FOR THE DESIGN, FABRICATION Oh) ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", AND THE "CODE OF STANDARD PRACTICE". STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: STRUCTURAL STEEL ASTM A-36 (fpyS8§000P8S1) TUBE COLUMNS ASTM A-500, GRADE B (FY=46,000 PSI) MACHINE BOLTS ASTM A-307 PROVIDE MINIMUM EMBEDMENT FOR ANCHOR BOLTS PER USC TABLE 26G FOR CONCRETE. APPROVED EXPANSION ANCHORS MAY BE USED INSTEAD OF ANCHOR BOLTS IN CONCRETE. CONFORM WITH ICSO APPROVAL FOR EXPANSION ANCHORS USED. ALL WELDING TO CONFORM WITH AWS D1.1 "CODE FOR WELDING IN BUILDING CONSTRUCTION". WELDS NOT SPECIFIED SHALL BE 1/4" CONTINUOUS FILLET MINIMUM. ALL WELDS BY CERTIFIED WELDERS. USE FRESH 70XX ELECTRODES. SEE SPECIFICATIONS FOR ITEMS TO BE GALVANIZED. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH "STANDARD SPEC/FICATION FOR OPEN WEB STEEL JOISTS" AND "RECOMMENDED CODE OF STANDARD PRACTICE FOR STEEL JOISTS AND JOIST GIRDERS", STEEL JOIST INSTITUTE AND AISC. VERIFY ALL MECHANICAL AND ELECTRICAL LOADS. PROVIDE BRIDGING AND CAMBER AS REQUIRED BY "STANDARD SPEC FOR OPEN WEB STEEL JOISTS". SUBMIT SHOP DRAWINGS AND CALCS. STAMPED AND SIGNED BY ONE STRUCTURAL ENGINEER LICENSED IN THE STATE IN WHICH THE PROJECT IS TO BE BUILT. INCLUDE JOIST CALCS, LAYOUT AND PLACEMENT PLANS. INDICATE ALL BRIDGING, BLOCKING AND BRACING. SHOW ALL SEARING CONDITIONS INCLUDING ADDITIONAL BEARING CLIPS TO INSURE ADEQUATE BEARING AREA AND WHATEVER ELSE IS DEEMED NECESSARY BY THE JOIST ENGINEER. SHOP DRAWINGS TO BE PREPARED UNDER DIRECT SUPERVISION OF THE ENGINEER. FABRICATION IS NOT TO BEGIN UNTIL THE DRAWINGS ARE APPROVED BY ENGINEERS NORTHWEST. JOISTS ARE TO BE DESIGNED FOR MECHANICAL UNITS PER MECHANICAL DRAWINGS. STEEL FOR DECK STEEL FORM DECK SHALL BE VERCOR OR APPROVED EQUAL CONFORMING WITH ASTM A 446, GRADE A, Fy=80,000 psi WITH G60 GALVANIZINGIDER ASTM A525. USE 22 GA. TYPE B FORMLOK; 1=0.182 in4, S=0.209 in3. CONNECT TO SUPPORTS. WITH 4 PUDDLE WELDS WITH 14 GA. WELD WASHER PER SHEET ACROSS EACH SUPPORT AND 18" o/c AT SUPPORTS PARALLEL TO SPAN. SIDE LAP FASTEN. WITH BUTTON PUNCH AT 24" o/c. AT TYPICAL 3-1/2" CONCRETE SLAB, P E 6X6 W1 1 WWE. 4,CED AT CENTERLINE OF CO DEPTH OVER DECK PFW 1(:)M tyUNIMUJNA 2 P,TAN36 L_ CATION.16 ELEYAIgRa ELEVATOR SUPPLIER TO PROVIDE ALL NECESSARY CALCULATIONS AND ELEVATOR DESIGN DWGS. TO THE CITY OF TUKWILA BUILDING DEPARTMENT FOR THEIR APPPROVAL. THE DWGS. ARE TO INCLUDE THE MACHINE BEAM, BUFFER AND RAIL REACTIONS TO THE STRUCTURE. THE DRAWINGS AND CALCS ARE TO BE REVIEWED BY ENGINEERS NORTHWEST TO VERIFY THAT THE STRUCTURE CAN WITHSTAND THE IMPOSED LOADS"PRIOR TO THE SUBMITTAL TO THE CITY. LOADS THAT INCLUDE IMPACT ARE TO BE SO,IDENTIFIED. • TIMBER 3X4 BLOCKING' 2X ROOF:JOISTS 4X PLATES, BLOCKING & LEDGERS LUMBER NOT NOTED TO BE D F *2 ALL LUMBER SHALLsCONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER--LATEST EDITION" AND EACH PIECE SHALL BEAR A VALID GRADE STAMP THAT IS NOT TO BE REMOVED FROM THE STRUCTURAL MEMBER. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. ALL NAILS TO BE COMMON NAILS, UNLESS INDICATED OTHERWISE. NO SUBSTITUTION OF OTHER SPECIES FOR DOUGLAS FIR ALLOWED. GLU-LAMINATED WOOD MEMBERS GLU-LAMINATED WOOD BEAMS, COAST REGION DOUGLAS FIR CONFORMING WITH ANSI/AITC A190.1 - "AMERICAN NATIONAL STANDARD FOR WOOD PRODUCTS-STRUCTURAL GLUED LAMINATED TIMBER" AND AITC 117-85 DESIGN AND MANUFACTURING, USE COMBINATION 24F-V4 (DF/DF) Fb=2400 PSI. BOTTOM LAM TO BE FREE OF UNSOUND KNOTS LARGER THAN 1/2" DIAMETER. MATERIAL MUST BE OBTAINED FROM AN APPROVED FRABRICATOR. ALL GLU-LAM BEAMS SHALL FIT SNUG AND TIGHT IN THEIR CONNECTIONS AND DEVELOP.FULL BEARING AS INDICATED. PROVIDE AITC STAMP ON EACH MEMBER AND SUBMIT AITC CERTIFICATE. ADHESIVE TO BE "WET USE". INDUSTRIAL APPEARANCE GRADE. (Fb=1650 PSI REP.) ALL PLYWOOD TOCONFORM WITH U.S. ASSOCIATION .(APA). ALL NAILS NIOciCOMMON (9 GAUGE, SPACE AS.SHOWN ON PLANS. PRODUCT STANDARD PS 1 83 AND AMERICAN PLYWOOD .148" DIAMETER) WITH 1-5/8" MINIMUM PENETRATION. IauasEs TRUSSES SHALL BE TRUS-JOIST AND SHALL CONFORM TO THE MINIMUM STANDARDS OF ICBO REPORT NO. NER-148. FABRICATOR SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS STAMPED, SIGNED AND DATED 3Y AN ENGINEER LICENSED IN THE STATE WHERE THE PROJECT IS BEING BUILT TO THE STRUCTURAL ENGINEER PRIOR TO FABRICATION. SHOP DRAWINGS SHALL INCLUDE TRUSS LAYOUT PLANS. CALCULATIONS SHALL INCLUDE TRUSS END BEARING. INCLUDE MECHANICAL LOADS IN TRUSS DESIGN AND PROVIDE ADDITIONAL TRUSSES WHERE NECESSARY. PLYWOOD NAILING INTO TRUSS CHORD SHALL NOT BE CLOSER THAN 3" IN ANY ROW OF NAILS. SEPARATE ROWS BY A 1/2". TRUSS BRIDGING AND BLOCKING SHALL BE AS REQUIRED PER FABRICATOR'S SPECIFICATIONS. THE TRUSS ENGINEER OR HIS AGENT IS TO VISIT THE SITE TO VERIFY THAT TRUSSES HAVE BEEN FABRICATED AND INSTALLED IN ACCORDANCE WITH THE TRUSS ENGINEER'S DESIGN. VERIFY ALSO THAT SPRINKLERS, ELECTRICAL, PLUMBING AND MECHANICAL UNITS HAVE BEEN PLACED ACCORDING TO DESIGN PARAMETERS. THE TRUSS ENGINEER SHALL SUBMIT A LET1ER TO THE ARCHITECT, STRUCTURAL ENGINEER AND BUILDING DEPT. CERTIFYING THAT THE ABOVE INSPECTION OCCURRED AND THAT THE ABOVE REQUIREMENTS WERE MET. WINDOW WALLS WINDOW WALL SHOP DRAWINGS WITH CALCULATIONS, ALL STAMPED AND SIGNED BY A LICENSED WASHINGTON STATE STRUCTURAL ENGINEER, SHALL BE SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS SHALL SHOW ALL ADDITIONAL FRAMING, BRACING, CONNECTIONS, ETC., REQUIRED FOR WINDOW WALL SUPPORT. •r k" REEREENEE EEEE ▪ • ENEENE NOTE; "L" DIMENSION PER PLAN • CM OF APPROVED •Jtj7 1989- IV 1 gl _41 4.44r • 111� il! ! Ilflllll I1lII ! Il! II I ! 111 1 11 I i ! 1 I.I. ! ! l,, ! ! � ?! f1> ljl I! .1 . ! ! I` ! ! ! I111._ 1Ir IsI.: 1i 1 lZ' •' 11111J1 1 11- ...1} ..1.1l1111.1. IIJ I t.! L 111:• . 1.$! I I- l l!�!1' rll' i 1 1_ 1(1!,!I !1°z.!i. 1••11' 1I1- 111111 1111r 111l I ,i'. ; I I I Is I l i1!' � i 2 ! _ :4 ! s • .. tioi k6, If' is A toEthE: qua IityE•6 the o'iOint rocutIsnnt . • ' J, i �: it thricrirned A¢umnt s less eer than' thisT Iflu664411t1WIlmilkbt011AIHH6WIldimili4H111111111614Allk1114111114111,011111T1140111111,40141)11ifihM144444441416116114H11111661 • gatERALAQIE THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE gclul UNIFORM BUILDING CODE -- 1985 EDITION - ASTM'S LATEST EDITION LIYE WAWA ROOF 25 PSF WIND "SO MPH, EXPOSURE $ SEISM/C ZONE floor 60 PSF + 20 PSF PARTITIONS FLOOR JOISTS 100 PSF EQUWILUI THE FOUNDATION WAS DESIGNED WITH AN ALLOWABLE SOIL BEARING CAPACITY OF 2000 PSF, /N ACCORDANCE WITH SOILS REPORT DATED 11-9-87 PREPARED BY GEOTECH CONSULTANTS, INC. THE SITE SHALL BE PREPARED PER SOILS ENGINEER RECOMMENDATIONS. ALL FOOTINGS AND SLABS SHALL BEAR ON PROPERLY PREPARED NATIVE SOILS OR ON COMPACTED STRUCTURAL FILL, SEE SOILS REPORT. ALL STRUCTURAL FILL AND BACKFILL TO BE COMPACTED PER SOILS ENGINEER RECOMMENDAT/ONS. THE MAXIMUM DENSITY SHALL BE DETERMINED BY ASTM D 1557. ALL FOOTINGS TO SE FOUNDED 18" MIN. BELOW FINAL GRADE. SEE ARCH. AND SOILS REPORT FOR SLAB ON GRADE UNDERLAYMENT. F'c = 3000 psi FOR SLABS ON GRADE, FOOTINGS AND ALL OTHERS. ULTIMATE STRENGTH DESIGN METHOD USED. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE UBC AND ACI CODE 318. PROPORTIONING OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE MIX WITH 3" MAXIMUM SLUMP WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. FOR ADMIXTURES, SEE SPECIFICATIONS. 3/4" CHAMFER ALL EXPOSED EDGES, UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. WATER CURING SHALL BE USED. AIR ENTRAIN ALL CONCRETE EXPOSED TO WEATHER WITH 3% TO 6% AIR BY VOLUME. PRECAST PANEL LIFTING STRESSES ARE TO BE CHECKED BY THE CONTRACTOR AND ADEQUATE REINFORC/NG STEEL, AS REQUIRED BY THE CONTRACTOR'S METHOD OF HANDLING AND ERECTION OF PRECAST PANELS, SHALL BE PROVIDED BY THE CONTRACTOR. USE STRONG BACKS AS REQUIRED AT EXCESSIVE PANEL OPENINGS. CONTINUOUS GROUT BETWEEN PANELS AND FOOTING SHALL BE A NON-SHRINK TYPE GROUT. RELMEAMIUDIALEEL ALL CONCRETE REINFORCING STEEL SHALL BE DEFORMED PER ASTM A615-78, GRADE 60 (fYE60,000 Psi) LAP CONTINUOUS REINFORCING BARS 30 BAR DIAMETERS, 1'-7" MINIMUM UNLESS NOTED OTHERWISE. CORNER BARS (1'-7" BEND) WILL es PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH "ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES". WELDED W/RE FABRIC (WWF) TO CONFORM WITH ASTM A185. REINFORCING HOOKS TO COMPLY WITH STANDARD ACI HOOKS. COVER TO MAIN REINFORCEMENT TO BE: BOTTOM OF FOOTINGS 3 INCHES FORMED SURFACFS..WEATHER & EARTH FACE 1-1/2 INCHES ..INTERIOR FACE 3/4 INCHES BEINEQUIND ALL WELDED REINFORCING STEEL TO BE ASTM A615, GRADE 60 (fy=60,000 psi) AND WELDED PER "ANSUAWS D1.4-79 STRUCTURAL WELDING CODE - REINFORCING STEEL." PIECES TO SE WELDED SHALL BE PREHEATED IN SUCH A MANNER THAT THE CROSS SECTION OF THE BAR OR PIECE SHALL BE AT OR ABOVE 500 DEGREES FAHRENHEIT. AFTER ItELDING IS COMPLETED, BARS SHALL BE ALLOWED TO AIR COOL TO AMBIENT TEMPERATURE. QUENCH/NG IS PROHIBITED. ALL WELDING SHALL BE BY CERTIFIED WELDERS. USE ONLY FRESH LOW HYDROGEN E90XX ELECTRODES (AWS DESIGNATION A5.1 OR A5.5). IE WELDED REINFORCING IS TO BE BENT, BENDS SHALL CONFORM WITH ACI STANDARD BENDS AND NO BENDS SHOULD BE WITHIN 3" OF WELD. PROVIDE SPECIAL INSPECTION PER UBC 306(A)4. STRUCTURAL sTEEL ALL WORK IN ACCORDANCE WITH "AISC SPECIFICATION FOR THE DESIGN, FABRICATION Oh) ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", AND THE "CODE OF STANDARD PRACTICE". STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: STRUCTURAL STEEL ASTM A-36 (fpyS8§000P8S1) TUBE COLUMNS ASTM A-500, GRADE B (FY=46,000 PSI) MACHINE BOLTS ASTM A-307 PROVIDE MINIMUM EMBEDMENT FOR ANCHOR BOLTS PER USC TABLE 26G FOR CONCRETE. APPROVED EXPANSION ANCHORS MAY BE USED INSTEAD OF ANCHOR BOLTS IN CONCRETE. CONFORM WITH ICSO APPROVAL FOR EXPANSION ANCHORS USED. ALL WELDING TO CONFORM WITH AWS D1.1 "CODE FOR WELDING IN BUILDING CONSTRUCTION". WELDS NOT SPECIFIED SHALL BE 1/4" CONTINUOUS FILLET MINIMUM. ALL WELDS BY CERTIFIED WELDERS. USE FRESH 70XX ELECTRODES. SEE SPECIFICATIONS FOR ITEMS TO BE GALVANIZED. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH "STANDARD SPEC/FICATION FOR OPEN WEB STEEL JOISTS" AND "RECOMMENDED CODE OF STANDARD PRACTICE FOR STEEL JOISTS AND JOIST GIRDERS", STEEL JOIST INSTITUTE AND AISC. VERIFY ALL MECHANICAL AND ELECTRICAL LOADS. PROVIDE BRIDGING AND CAMBER AS REQUIRED BY "STANDARD SPEC FOR OPEN WEB STEEL JOISTS". SUBMIT SHOP DRAWINGS AND CALCS. STAMPED AND SIGNED BY ONE STRUCTURAL ENGINEER LICENSED IN THE STATE IN WHICH THE PROJECT IS TO BE BUILT. INCLUDE JOIST CALCS, LAYOUT AND PLACEMENT PLANS. INDICATE ALL BRIDGING, BLOCKING AND BRACING. SHOW ALL SEARING CONDITIONS INCLUDING ADDITIONAL BEARING CLIPS TO INSURE ADEQUATE BEARING AREA AND WHATEVER ELSE IS DEEMED NECESSARY BY THE JOIST ENGINEER. SHOP DRAWINGS TO BE PREPARED UNDER DIRECT SUPERVISION OF THE ENGINEER. FABRICATION IS NOT TO BEGIN UNTIL THE DRAWINGS ARE APPROVED BY ENGINEERS NORTHWEST. JOISTS ARE TO BE DESIGNED FOR MECHANICAL UNITS PER MECHANICAL DRAWINGS. STEEL FOR DECK STEEL FORM DECK SHALL BE VERCOR OR APPROVED EQUAL CONFORMING WITH ASTM A 446, GRADE A, Fy=80,000 psi WITH G60 GALVANIZINGIDER ASTM A525. USE 22 GA. TYPE B FORMLOK; 1=0.182 in4, S=0.209 in3. CONNECT TO SUPPORTS. WITH 4 PUDDLE WELDS WITH 14 GA. WELD WASHER PER SHEET ACROSS EACH SUPPORT AND 18" o/c AT SUPPORTS PARALLEL TO SPAN. SIDE LAP FASTEN. WITH BUTTON PUNCH AT 24" o/c. AT TYPICAL 3-1/2" CONCRETE SLAB, P E 6X6 W1 1 WWE. 4,CED AT CENTERLINE OF CO DEPTH OVER DECK PFW 1(:)M tyUNIMUJNA 2 P,TAN36 L_ CATION.16 ELEYAIgRa ELEVATOR SUPPLIER TO PROVIDE ALL NECESSARY CALCULATIONS AND ELEVATOR DESIGN DWGS. TO THE CITY OF TUKWILA BUILDING DEPARTMENT FOR THEIR APPPROVAL. THE DWGS. ARE TO INCLUDE THE MACHINE BEAM, BUFFER AND RAIL REACTIONS TO THE STRUCTURE. THE DRAWINGS AND CALCS ARE TO BE REVIEWED BY ENGINEERS NORTHWEST TO VERIFY THAT THE STRUCTURE CAN WITHSTAND THE IMPOSED LOADS"PRIOR TO THE SUBMITTAL TO THE CITY. LOADS THAT INCLUDE IMPACT ARE TO BE SO,IDENTIFIED. • TIMBER 3X4 BLOCKING' 2X ROOF:JOISTS 4X PLATES, BLOCKING & LEDGERS LUMBER NOT NOTED TO BE D F *2 ALL LUMBER SHALLsCONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER--LATEST EDITION" AND EACH PIECE SHALL BEAR A VALID GRADE STAMP THAT IS NOT TO BE REMOVED FROM THE STRUCTURAL MEMBER. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. ALL NAILS TO BE COMMON NAILS, UNLESS INDICATED OTHERWISE. NO SUBSTITUTION OF OTHER SPECIES FOR DOUGLAS FIR ALLOWED. GLU-LAMINATED WOOD MEMBERS GLU-LAMINATED WOOD BEAMS, COAST REGION DOUGLAS FIR CONFORMING WITH ANSI/AITC A190.1 - "AMERICAN NATIONAL STANDARD FOR WOOD PRODUCTS-STRUCTURAL GLUED LAMINATED TIMBER" AND AITC 117-85 DESIGN AND MANUFACTURING, USE COMBINATION 24F-V4 (DF/DF) Fb=2400 PSI. BOTTOM LAM TO BE FREE OF UNSOUND KNOTS LARGER THAN 1/2" DIAMETER. MATERIAL MUST BE OBTAINED FROM AN APPROVED FRABRICATOR. ALL GLU-LAM BEAMS SHALL FIT SNUG AND TIGHT IN THEIR CONNECTIONS AND DEVELOP.FULL BEARING AS INDICATED. PROVIDE AITC STAMP ON EACH MEMBER AND SUBMIT AITC CERTIFICATE. ADHESIVE TO BE "WET USE". INDUSTRIAL APPEARANCE GRADE. (Fb=1650 PSI REP.) ALL PLYWOOD TOCONFORM WITH U.S. ASSOCIATION .(APA). ALL NAILS NIOciCOMMON (9 GAUGE, SPACE AS.SHOWN ON PLANS. PRODUCT STANDARD PS 1 83 AND AMERICAN PLYWOOD .148" DIAMETER) WITH 1-5/8" MINIMUM PENETRATION. IauasEs TRUSSES SHALL BE TRUS-JOIST AND SHALL CONFORM TO THE MINIMUM STANDARDS OF ICBO REPORT NO. NER-148. FABRICATOR SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS STAMPED, SIGNED AND DATED 3Y AN ENGINEER LICENSED IN THE STATE WHERE THE PROJECT IS BEING BUILT TO THE STRUCTURAL ENGINEER PRIOR TO FABRICATION. SHOP DRAWINGS SHALL INCLUDE TRUSS LAYOUT PLANS. CALCULATIONS SHALL INCLUDE TRUSS END BEARING. INCLUDE MECHANICAL LOADS IN TRUSS DESIGN AND PROVIDE ADDITIONAL TRUSSES WHERE NECESSARY. PLYWOOD NAILING INTO TRUSS CHORD SHALL NOT BE CLOSER THAN 3" IN ANY ROW OF NAILS. SEPARATE ROWS BY A 1/2". TRUSS BRIDGING AND BLOCKING SHALL BE AS REQUIRED PER FABRICATOR'S SPECIFICATIONS. THE TRUSS ENGINEER OR HIS AGENT IS TO VISIT THE SITE TO VERIFY THAT TRUSSES HAVE BEEN FABRICATED AND INSTALLED IN ACCORDANCE WITH THE TRUSS ENGINEER'S DESIGN. VERIFY ALSO THAT SPRINKLERS, ELECTRICAL, PLUMBING AND MECHANICAL UNITS HAVE BEEN PLACED ACCORDING TO DESIGN PARAMETERS. THE TRUSS ENGINEER SHALL SUBMIT A LET1ER TO THE ARCHITECT, STRUCTURAL ENGINEER AND BUILDING DEPT. CERTIFYING THAT THE ABOVE INSPECTION OCCURRED AND THAT THE ABOVE REQUIREMENTS WERE MET. WINDOW WALLS WINDOW WALL SHOP DRAWINGS WITH CALCULATIONS, ALL STAMPED AND SIGNED BY A LICENSED WASHINGTON STATE STRUCTURAL ENGINEER, SHALL BE SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS SHALL SHOW ALL ADDITIONAL FRAMING, BRACING, CONNECTIONS, ETC., REQUIRED FOR WINDOW WALL SUPPORT. •r k" REEREENEE EEEE ▪ • ENEENE • • • 1k-!0" at A -3.1 1 -6 '2" at A --3.1A 1 2' FACE 07 CONC. at SLAB WF BEAM PER PLAN CONN. PER WINDOW WALL MFR. r A !N�- 1I�lCST. 42" SLAB OVER 22 GA 7TY�PE 9 FORMLOK DECK k.3s x 2142 x 3/8" x S, 011 4r" o/c ALIGN w„/; AN iNSTRU T u) 'JOIST PER PLAN OR WF w./ SEAT PER SECT. H -3.1 WINDOW MUWON PER ARCH., CONN. TO FL,R. FOR HORJZ SUPPORT ONLY "1 x 3 x 1/4" BU<G. C>:N�3ON DEC 21 h 211 W.H.S. DECK VALLEY DETAIL BETWEEN JOISTS 1/4 ' 2-12 SECTION A -3 01 & A -3 01 A BOUNDARY NAILING PER ROOF NAILING SCHEDULE 11,,.0" 3/411 ar 1 �- 011 WF & T.S. COL BEYOND 18' --6" > STRAP & BLICG. PER SECT. 8--4.1 3/8 "7 x 212" W.H.S. at 21-0"o c 35/8" w 4' 6 LEDGER w 3/4 "p PARAEOL1 at 4 -0" a/c +KV. 12=-0" #4 ( at 2 -0"a /c 3 -011 WF PER PLAN LH JOIST PER PLAN SECTION F -3.1 JEWOMMIMOMI • 3/4" = 1= 011 -- T.S. PER PLAN g4" SIJFF ENER FE'S A. SIDE OF +Afi WF PER PLAN fi• 7. • bf x 3/4" BR E x 1=-0" w 4 -3/4" . BOLTS T . TOP & OT. T.S. 1*-0" 41/ 11 E BM. SM. L PER SECT. A -3.1 3/8 "0 x 21/2" W.H.S. at 24 "% 3 2" SLAB ObER 220A. E 8 FORMLOK DECK 1/4 WINDOW MUWON PER ARCH.. CONN. • TO "FLR. FOR HORIZ. SUPPORT ONLY HOLD r-4 x 4 x1/4" * 41-O "o /c jTION B --3.1 111 CLR. PP.C. PANEL PER AL�t: 41-1-0" .gQUARE, :MME G'1- ors p s (o C7igoeR r PER SECT, D -3.1 0 22 GA. BENT It 3/4" .2 1"--0" 511.. SHIM rI'. PER PLAN 1.-6" w/ 4 x#6 2.611V. ® 411 GA. & 4 .. 3/411Q? 0'-- 6" W. S. �! 4" GA. t.4x4x14x01 -,g1, w /2-- 1 2" x4;8' W.H.S. 0 "GA. o coam PLAN STEEL JOIST PER JOIE GIRDER PER PLAN DO NOT WELD J•G. BOT. CHORD TO ANGLE. M. L4 x 3 x 1/2 x 0 -6" STABFUZER SECTION G 3a1 L PER SECT. A -3.1 PER PLAN 1 /8"V 2" 3/4" = 1 -011 4" 2 " <T(P• NOTE : SECT. L•,- . I ,A L. . I e�c,C I PT T 5. eELow I7QE:�, NOT OC LJ . WF PER PLAN OR JOIST GIRDER JOIST PER PLAN OR PER PLAN A' ASSHOWN CEXCEPT3WF SAME REPLACES JOIST, PROVIDE 5" SEAT w/ - PER SECT. H -3.1 • r3 x 3 x 3/16 CONT.. -, 15 x 33.9 w 4 x 3' -O" at PER PLAN WF NOTE: SECT. R --3.1A SAME AS SHOWN EXCEPT MIL. DECK SPANS PARAI L TO Y. \w•. x2..11 H. of - 0'o /C WE PER PLAN w 4/f W.N.S. PER SECT. B -3.1 WHERE OCCURS PER PLAN WF PER PLAN OLD 1 •I /Z" CLR. P.C. PANEL OR SPANDREL PER PLAN 31-C"_ #4 SLAB DOWELS " r ((GRADE 60) SPACE PER P.C. PANEL ELEVS. BTWN. FLR. STS FOR SUPPORT OF DECK: r 5 x 3 x 1 /4" FIELD WELD AT EA. END TO FIR. JOIST TOP CHORD. w / 4 5/8 1 /2"Q�• x�p1 4 W.H.S. at S" GA. EA. WAY ® EA. JOIST - 1/4 1/4 �,/ 6 SECTION C -3.1 rex4x1 /2x0=- 8 "'iYP. 3/4" = V-0" bf x 1/2" x 1- 0" R (bf y+ FLANGE WIDTH) 1/4" s) ela �. x 5/8 x V-0" w/ 4 -5/8 "o x 4" .H.S. at 8" /c EA. WAY r 6x4x1 2x11'-- 8"TYP. w/ 1/4" Sit NER FL SECTION H -3.1 31/2x212x3/8" wL,%V4 x 3' -O" ai 4 "o% - --- •--- -- WE PER PLAN w W.H.S. PER SECT. B -- 3.1 P PLAN 3/4" .2 1 -0" 1/8" f 2 - -12 SECT. N -3.1A SAME OWN EXCEPT METAL DECK SPANS PARALLEL TO WF. P.C. PANEL OR SPANDREL PER PLAN 44 SLAB DOWELS (GRADE 60) SPACE PER P.C. PANEL EMS. BRIDGING PER TRUSS MFR. L 2 1/2 x 211/2 x 3//16 x 0'-6" w/ 2 -- 1/2"57 ARABOLTS SECTION D -3.1 BOLT JOIST CTR'D. ON COL. PER MFR'S. RECOMMENDATIONS WHERE WF OCCURS ON COL, USE 5" SEAT w/ R. PER SECT. H 3/4" 22 1= 0" r6 x x 112" x COL WIDTH LL V-.), WHERE JOIST CURS 0 COL 4 "x 38'x0 -611 WE; D • " w/ 6 - /`4" BOLTS 5" A. mama 4.110 4'I. STI FENER it x 1/2 x COL WIDTH 4 x ff 4 x O'-6" STAi FUZER SECTION 1 -6" T.S. 16 x 4 x 5/16 SEQICN N -3e1 N -3.1A r5 x3x1 / "(LLV. w/3/8"91 x y2" W.H. 24 "o/c 3/4" 1x 1- 0" "'-.STRINGER BY STAIR SUPPLER ,. yc T q;rJ. .�;x .,f;a'y ?'J.a.�`•"`,.irLr. fix.°- /.r- �:•..x9''.r. 3/4" ,,, 11.011 • 3/4" a 150" 'Pw •..: Z�.A SECTION T -3.1 3/4" 1 =0"' SECTION P -3 1 • 1/4"1727,7-12 WF PER PLAN .�.IE . SECT. U -3.1A SAME AS S1•IOWN EXCEPT SUPPORTED BM. IS LOCATED DIRECTLY UNDER SLAB AND THE TOP ELANC DUST BE COPED AS REQ'D. 3/4" 1•--0" x 2/2" w. H S. 0 24"o/c BOLT SCHEDULE w BEAM SIZE ' Oi.�TPSr 1� •_,V11O,E4/12,O15 W14. W16, W18. W21 1/4" ' x 3/8'' CONN. SG/1•i4 /E`DULE25N E3r?L SECTION U -3.1 & U S PIR • 3/4" .11 1- 01► w • "I -.. �: •' : .. w,V }M • - _ )"w.�•• Y L /YM .lrnww ♦. ww++. al. a. f. irr' �r r. �. �dy4' iMM✓✓ �V/ V�ni• Y'wwLh�I- ..+sh.+...w�M."wnw -. r,r� (I I I I I I I • I!I!I!1!I!I!f!�!I!I!I!I!I!li�i 4111111 I�il+ { {l !I! !i! it !I! !I! ! I ! { ! ! { { ! { {I{ i i ! {i� i ! i I {11 i!isi'!ii i i 11 I�i..iJ;,.J� -. • "'” p 16Ti151N<r 1 2 f ( i ! 1 III�III�i ICI i�i�l�lI��II��II� ,Ii {lilill�If!II�!;I� f 5 ._ _ ._.. __. 8 9 10 11 I/AOEu44CEMANY 12 I ?T If'tFe mJcrCflimed :eocuFnent is iess deer then this notice, It Is Cue tcth . iluatity of the orioinei document. 9e 4;Z 61. 81 s..+.,..�.. v..,•.r_, _ _.,w ,£t •._ �` ... ` .,,k ..�_ .y ., �z ez ; zz tiG p� �I s: �I VI II dd �i. f 8 G 9 !L!ItU'�'i!!!I!' �!I�I�i �'I!!I; i!!I, I!!�;!�!I' '! �IIIIIII !II{Illl.i,l�lllllli,l�lll� I I�!! I! �ll! IIIII,I,III�III,IIIIIIIillll,ll !!I I,I I III ..- ..k.71_'..b !'� ?�n.,��(v. �� ii�, ?c:T ;.i�,r.- r�., -., :;fstil7` !�„+i-t!f �'tY.3Y, f,:i.��'..�:%tzv`3„A,..`F!',I u.iw r�� .9 i��'.r ��yB?}.+ w�'. �✓. fa✓r 1. eF�h-r �'.: �• iy>% D. �Y% I:: t�r"r kr�H.'+n= f:!'fe:�rtr.'.[+`.r.x =•te.rcv -n SECTION E -3.1 FL PER SECT. E -3.1 3/4" as 1"1-0" 1" JOIST GIRDER OR WF PER PLAN LH JOISTS PER PLAN 3%2x2 2x3 /8(L.L..V.) 4 x 3'-Gti' a. 2"• --0 "o% MCSx9 WF PER PLAN PLAN i GLASS RAIL ' & WE PER PLAN & EMBED It 6x6x1 /2at2 -O "o/c w/ 4 --1/4' x 0'- 21/2" W.H.S. a 4" GA. EA. WAY SECTION Q -3.1 BOLT JOIST CTRT3. ON COL. PER MFR'S. RECOMMENDAMOWS WHF.RE WF OCCURS ON COL, USE 5" SEAT w/ R. PER SECT. 11 -3.1. N - , :;,,x: 1/4" 2 -12 • Girt APPROVED JUL -' 1981 BUILDI G D! "SJON 18" x 3/4" x O' -..8" F�, ,,/ 2 3/44'4 BOLTS at 5 "o /t EA. END OF Fi? ..tsar.1 3/4" STIFFENER IL 3/8" �-..- 4 x /2 x COL WIDTH 1 4 1(4 x 01.6" STUZERE SECTION V -3.1 .3/4" ,1. - 1;,,0,1 ! C , FLOOR SECTIONS PER SECT. 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J ,�s r✓ , ,rJ i • t, �J jcy,y��- .C!aj� 4=1 LLr`.+," ,• Y f kR Yymt t 4 v }rY 5 + V ike a* Nt J G 1 i r” .� 1' f S i ;7� t j ^r ' R `7• .. w . �, ;'• '` ' ,�r " [ S � -,..0 . � p /� i a ?� j • jy, bo •' d41't,'•• ,h,rr_�Ya .� �^,�'^. ,C .?F- ,:-d —Y `::Fig;" '�.7`.r`,a". %'Try- il. -,. �` ✓"[',^- „'';v..`.;:., ".5�",?.. hri:�°"s iJ,,t r:,9;t: J • • P.C. PANEL REINF. PER PANEL EtEVS 2 -115 L.00 '3e-c� 3/4" PLYWOOD -- ---- -- 4' -O" ee�x.�en.z. SSIMPSON LTT208 t 8%-0"0/0 wd 10-16d x 1/4" MIN. INTO UBSSS 4'1 -3/4' 0 PARABOLT ) 4'" t 12 GLB ,PER PLJ1N g P y 1/2" BOUNDARY NAIUNG PER ROOF NAIUNG SCHED. STRAP PER SECT. C -4.1 at 8 -0"a /c 3/4" PLYWOOD TJI 3/4" PLYWOOD - FACE OF CONC. a SLAB 2 ROWS BOUNDARY NAIUN PER SCHEDULE STAGGER ROWS 1/2' FACE OF CONC. at SUB 2 ROWS BOUNDARY NAIUNG PER SCHED. STAGGER ROWS IOP OF WELD It" NAIL PER NAIUNG SCHEDULE 4012.E.2i..2 PLAN ] • 2C, x X 3 x� w/ er • Y B" A. *WED DED THRU FLANC;ES & 2 -3/4"V x3 "W.H.S..tB' GA. [ PeR PLAN i ►4: 4 12 LEDGER wl 3/4 "O PARABOL TS at 2 P- O''o/c e • • 6x12xO':10" 1/4" FIELD FILLET view AROUND BOT. & SIDES 3/4" BRG. It, 4 6 D.F. 2 w/ 3411BOL TS at 4 --0 "o/c LTJI PER PLAN /I SECT.A -4.1A SAME AS SHOWN EXCEPT GUI. I. OCCURS ON PANEL JOINT. PROVIDE 2 1 - EA. JOINT . 3x4D.F.12B G. FLAT at 4 - 0 "o/a w/ Z -CLIPS GM..EC WHERE OCCURS PER PLAN -- 2x6at2 -0"o/c w/ SIMPSON F24N HGRS. EA.END WEB STIFFENER PER MANUFACTURER '-'TJi TRUSSES at 4 °- -0"e /c PER PLAN w/ HORS. PER SCHED. 1/4" SIDE IL 'S w/ 3 - /4" BOLTS w/ TOP BOLT IN VERT. SLOTTED HOLE SECTION A -4.1 & A -4.1A FACE Of CONC. 1 2" 2 x BLOCKING 1/4 [ PER PLAN ] 1/4" BOUNDARY NAILING PER ROOF NAILING SCHED. 1 3/4" PLYWOOD 3 /4 "as r0" L3 x 3 x 1/4 CONT. To/ 3/8" x 3" LAGS of 24 "c/ INTO 2 x BLKG. MC6 x 12 w/ 1/4" END Q'S at 5 -O"n /c w/ 3/4 "0 BOLT INTO GLB. IN 13/16 x. 11/2" SLOTTFD HOLE OR APPROVED CURTAIN WALL MFR. OIL EXIST. CURTAIN WALL PER ARCH. DWGS. GIB. PER PLAN NOTE: TO CURTAIN WALL MFR. CURTAIN WALL CONN. TO STRUCTURE MUST ALLOW FOR VERTICAL MOVEMENT. 3/4" 1,-0" MC12x31 x PANEL THICKNESS w/ 2 -- x X-3" HORIZ. at ` 6" GA. AND 2 -15 x 4' -O" VERT. at GA. 1 4515 A JZ 421-13 1-1G6Z_ OFFSET" 2" TOP FLANGE. WHE;RZ Oe....e...l.l IZS PER. PLAN 1 )0"e. L-4.1 0/i SECTION B -4.1 NOTE: WHERE GLBS. ARE DIFFERENT DEPTHS. BLOCK UP SMALLER GLB, w/ BLOCK BEARING ON END GRAIN. 3/4" PLYWOOD [ PER _PLAN j TJI at 4' -0 "o/c 3/4" a, 1"'" O„ 1 - T.S. & 1/2" JOINT WHERE OCCURS PER PLAN 1/4" E. EA, SIDE w/ 2 -3/4 "0 BOLTS 3/4" BRG. E GLB PER PLAN T.S. COL PER FUN. PLAN SECTION G -4.1 & G -4.1A 1 4" r. 211 4" 44 $1 3/4" = 1 *- O" 1/2" BENT E x 1-O" r�et V67/1 ZINN W s /1Ns 21111 1:11111e W 12121 _ 3 Sri 1 1/2" BRG. R GLB. PER PLAN P.C. PANEL PER ELEVS: TRUSS SIMPSON HANGER -18" TJI/55 MIT 418 14" TJI /38 . IT 3514 MIT 3516 16" TJI/35X 14" TJI /55 MIT 414 SECTION C -4.' SUPPORTING BEAM 3/4" at 1'- • SUPPORTED BEAM 11 11 - 3/4" PLYWOOD DAP TOP i , TYP. [PER PLAN] 3" x 1/4"E EA. SIDE w/ 4 -3/4"9 BOLTS -- 3/4" BRG ll' TOP & DOT. (DAP BOT. It at GLB's OF SAME DEPTH) SECTION H -4.1 1/2" BEFIT R, x 1' -0" 1/4" fj EA. SIDE 1/4 v 3/4" ffi 1.- 0.. SIDE IS.'S PER SECT.M -4.1A GU3. PER PLAN WINDOW MULLION,:. PER ARCH. - CONN. TP ROOF FOR HORIZ. SUPPORT ONLY NOTE: SECT. D -4.1A SAME AS SHOWN EXCEPT TJI'S ARE PERPENDICULAR TO GLB. HGR. PER SECT. C -4.1 S CTlUN D -4.1 & D 4.1A 3/4" PLYWOOD 3/4" = 1'-0" SIMPSON MSTI36 at 8' -0"o /c w/ 36 -10d NAILS T41 at 4 =- 0"0% w HGR. PER SCHED. ON SECT. C -4.1 GLB PER ROOF PLAN WEB STIFFENER PER MANUFACTURER 3/4" - r O" •• WINDOW MULUON PER ARCH. CONN. TO ROOF FOR HORIZ. SUPPORT ONLY SECTION E -4.1 6" x 1/4" x 2P-6" E F.A. SIDE w/ 8 -7/8"� BOLTS 1/2" 11 31/2" TJI PER PLAN w/ HGR. PER SECT. C -4.1 OR GLB. w/ SIMPSON HW5.25 HGR. VOINI11•11•11141. '4,11•11•110.1. 3/4" ," y. 0" T.S. COL BELOW PLYWOOD SHIM EA. SIDE PLEB P! AN 3/4" BRG, Ff. SECTION K -4.1 1/4" , 3/4" BOLTS w/ P.C. SPANDREL PER PANEL ELEVS. 10/-- w//'2 -3/4"9I ; BOLTS 3/4" =1-0" GUS. PER PLAN 1/4" SIE R.'S EA. SIDE w/ 6 -7/8" BOLTS at M -4.1 4 -7/5 "p BOLTS at M -4.1A 1/"SIDE It'S / 1 -3/4"fi BOLT 1/" 9F'.G. R. w/ 4 -#5 x 2'-0" .f ,N.Q_TEL SECT. 4.1A SAME AS SHOWN EXC T PROVIDE 4 - •7 8 "o BOLTS at4 "oc USE MC12 x 0 VILB. PER PLAN G" PLAIN BAR x 2'-O" 4RAVE 60) SECTION -- 4. 1 # L. - - 3/4" 1...0. SECTION M -4.1 M -4.1A - 1/4" SIDE IS.'S w/ '2 -3/4" 1 BOLTS IN 11/2" VERT. SLOTTED HOLES 3/4" BRG. R. P.C. PILASTER PER PANG. ELEVS. SEC1ION N -4.1 SECTION P 3/4", „B 1- 0" ECTION Q -4.1 3/4" = 1'-- 0" MIAIBIZES 3/4" 11-0" 3/4" - 1. -0" _J3 `x 3 x 1/4 x 1' -O" w/ 3 -#135 x 2'--0" & 2 •-� 1/2'x 0 -4" W.H.S. 1/2" BENT E x 1 -O" w/ 2 -1/4" STIFFENER IS.'S att 6" /c w/ #5 x 2' -0" se t /4" wiz 10 CI tM OF TUMPL W APPROVED 'Jul 1939- •1/4,. 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EMBED BARS PER SCHEDULE OR con leg 7 WELD R. PER SCHEDULE w/ 1/4" BEND, TYP. PLAN L ADDED PANEL THICKNESS PER ELEVS. CONNECTION A E 4 x 1 /4x0' -6 "w/ 2- #5 x 2 -0" at 3" CA. BENT BAR PER TYPE "B" CONN. CONNECTION v- , In 4 x 0' --6" PLAIN BAR y.. • •,:.+r•rry,'r,aw,.,;•, TYPE "A" CONNECTION SCHEDULE EMBED Ih4DTH x HT. . WELD 1. WIDTH x HT. EMBEDDED BARS 5" x 1/4" x O'-8" 4" x 1/4" x 0'-6" 2-5 2 T /1 GA2. " 6 5" x 3/8" x V-4" 6" x 3/8" x V-2" 3041 g GA - (Yi 5Y2" x 3/8" x 1 -5" 6" x 3/8" x 1' -6" 3 x GA. 3"-6" at B" CONNEC7!ON F EDGE BARS PFR PNL ELEVS. ELEVATION 3/4"ff PLAIN BAR THUS: 11 C P.C. PANE. PER PLAN 3/4" 0 X 0-6" PLAN PLAIN BAR CONNECTION B 1/2" P.C. SPANDREL. PL:i 2" ADD 2 -#4 CLR. 1..--6 x 6 x 1/2 x 0'-51/4" w/ 2- #7 x V-0" HORIZ. at 3 3/4" GA. & 2 #6 x 2'-6" VERT. at 26 GA. 'HOLD 3/4" CLR, TO OUTSIDE FACE --- C ..� J "' 03�t (.....,at 4 "o /c v.a 51/44" 7, 11 u 11 3/411 cu. QP±.{N EC.TI ON EE' :. • 3/8" RANDOM FIBER REINF. BRG. PAD, TYP. BRG. k S1 4" x 12 x 0 -51/4" w/ 2 - x 2'-0"H. at 2" GA. 1 -#6 x 2'-6" VERT.. HCLI) PL FLUSH w/ INSIDE FACE .!-14-142 HE HE/M31 X 24 erL! c _. ATTA 1 22' %)c QI_ G" 41- O'`OG E 4. x 1/4 x O'-6" w/ 2 - #5 x 2'-0" at 4" GA. --•- - ---- - EDGE BARS PER P.C. PNL. ELEVS. -1 21/2x21/2x1/4x0' -5" CONNECTION C SPANDREL ABOVE PLAN 7%4" 1 211 3/4" NON- -SHRIN GROUT CONNECTION H DOUBLE SPANDREL at PIASTER wif R LM 4444. 2.- *010 A, GTLJ O TRACK. W/ * 10 "HEX f---W-Ad !' Atij L . o ec7T'TOM CHORD-. -- • .6 ACS-^ EKIT TO eTe a L LC»i� t2-re 2- RAMeET *150 0 Ah.I 3 L E - ----�- FaAckiee`r' *1st() c' fa "% (43 e/ca4 - ", '2-* la Hex Her /•apX e/4" (4, = .171") ez A • BRACE C S% x'ZO Ca 41-O "t * Ca HE,< HEAD •c '4 ('1 =.1000")- C; EA 'SCE AS SHOW CAL FRAMI G 6QFFIT ^� ^ti• r °rte, ._ . ��.�.. r....• -- .- �� .. -- - -N.., E. PRECA TERANE.f¢.JT.F.8 1. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO FORMING PANELS. 2.: PROVIDE ADDITIONAL HORIZONTAL REINFORCING PER PANEL ELEVATIONS AT OPENINGS WITH HORIZONTAL TRIM BARS EXTENDING 3' --0" BEYOND EDGE 'OF ' OPENXP i8, IF JAMB IS LESS THAN 31-0" WIDE, HOOK ' HORIZONTAL TRIM BARS AT END OF JAMB. VERTICAL TRIM BARS TO RUN FULL HEIGHT. 3. PANEL LIFTING STRESSES ARE ' TO BE CHECKED BY THE CONTRACTOR WHO SHALL PROVIDE REINFORCING STEEL AS REQUIRED FOR HANDLING AND ERECTION. USE STRONBACl S AS REQUIRED AT EXCESSIVE PANEL OPENINGS 4. PROVIDE 1/2" CHAMFER AT ALL EXPOSED CORNERS UNLESS OTHERWISE INDICATED ON ARCHITECTURAL DRAWING, 5. PROVIDE 3 COATS ASPHALTIC PAINT OR A 3` M/NIMUN ' CONCRETE COVER AT ALL CONNECTIONS S EXPOSED TO EARTH OR WEATHER. 6. PROVIDE 3/4 NON-SHRINK GROUT BETWEEN BOTTOM OF . PRECAST PANELS AND TOPS OF .. 7. MAXIMUM DEPTH OF REVEAL STRIPS TO BE 2 SEE ARCHITECTURAL DRAWINGS FOR LOCATION. VERIFY ALL PANEL THICKNESSES WITH ARCHITECTURAL DRAWINGS. S. PANEL CONNECTIONS FO1e*ID ON SHEET 6 -6.1 9. PROVIDfE 1/2" CLEARANCE BETWEEN PRECAST ELEMENTS UNEESS NOTED OTHERWISE. 10. SHOP DRILL (1/4 DIAMETER) AIR RELEASE HOLES IN . EMBEDMENTS AT 6" o/c AS REQUIRED 114 ORDER TO DISPLACE ANY vows IN FORK. 11 REMOVE VE ALL WELD SLAG AROUND EMBEDNEPITS EXPOSED TO WEATHER AND SANDBLAST. PROMPTLY PAINT WITH 2 COATS OF RUST INHIBITING PRIMER PRIOR TO FINAL PAI 4T/NG. 12. TYPICAL PANEL TO BE 7 --1/4" THICK UNLESS NOTED OTHERWISE. PLACE VERTICAL REINFORCING - AT CENTERLINE OF PANEL UNLESS NOTED OTHERWISE. WHERE REINFORCING STEEL IS NOTED AS E, F. ( EACH. FACE), PLACE 3/4" CLEAR TO INSIDE FACE AND 2-3/4" CLEAR TO OUTSIDE. FACE, ` IN PANELS WITH REVEALS AND 1 -1/2" CLEAR TO OUTSIDE FACE IN PANELS W/O REVEALS, UNLESS NOTED OTHERWISE ON PANEL ELEVATIONS. EE EE 'r^M.'.._i.... r•vrM•�y.r►. d 1® 4_ r ... :_.. • "1 y ._ -• .: ya',.F _ •1 . ` .1H 11�3f._ . 1 i 1 'f ¢ a, �, 4t4 _ _.: ° " 1 � .4..i•f '.2 . ^y , %1 I I 11I I J I I ( I 1 I 1{ I ! 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I 1011if60101f!I I� {I I{ !1j 11{il(( { ll 1 1111 1 J ll �lI !!!! i: ',+. C ^ 11.•, i.1 l ?i I Il f{.f, I I r , I j I !I , fryfi ¢!x L. � i , '�✓ t 1II III I' .�. PI I ! I V ti L t wW U � :.'45 v y �°mar :.•, x,r �•r1 c -4'7 -7 JJ�N✓YnJ ^� ' `11.1.,.%;,:i6 Ar iqf , . 1+ ;,4,, 4i'' ./, -. Pr ¢r .r. .' ,: ��„J . s a r !�� . ,';41_ Si°'v �C i Y v '' 4 . ..� +� i : r �1i +; e •4 ?.f� " ✓ a r, ✓ C �i• r y r? i 1 it 4 x 1/4 x O'-6" w/ 2 -0 I..,.. x 2,-0" at 3" GA. "1 2x2x1/4xd -4" - 13x3x1/4x0-6" w /2- #5x2' -O" at 3" GA. 71/4" P.C. SPANDREL 3'- 6" 3 -43 C.- at 6 'o /c --- CONNECTION D 11 nn E 6 x3/8 x 0 -51/2" w/ -#6 x 2'-6" of 2" GA. HORIZ. & 2 -#5 x 2'-O" VERT. at 3" GA. , 63/4" ERG. IE 1/2" CONNECTION L x4x3 /8x0 -51/2" w 2 - x T-6" a 4" GA. HORIZ. _ & 2 -15 x2- G "VERT. at ' GA. -#3 at 6 "a /c 11-6" ._�. N5_c...T A -6 .1 (OPNG 6 PaSe. FA,ISI .t.,.. CL y.5. Ga z.. 0" ac., 7 TYP. ' REINF. PER PANEL ELEVS. E.F. REINF, PER PANEL ELEVS. �.. _444402 CITY OF Tt AvVILA APPROVED JO ® 1989 z 0 ...1.5ac_rtorQ 1417. •rRI1.1 STEEL PER, PANEL ELEVS. FACE OF OPENING PANEL REINFORCEMENT PLACING DIAGRAM NOTE: 1.) PANELS SHOW w/ EXTERIOR FACE DOWN y 9 NEN, "r _ R .- 4444 . .. :• �', +.kri:Ma ,. ri to :_ T -2I:.M c',' Cam'' �iti I-rAr'.r f/ r291 t41 a" *AJ. s 1f, £ L-&GT icAL- Vo7,M (-gip ER ,&NV F LE COPY 1 2y`Ml�3'vj ? ° IN TA N , M' r r i"? 1.44\1; :J T) 1 M 1 /& L. c'F LI,h. understand that the Plan Check approvals are subject to errors and orniss ;ons and approval of pans does not authorize the "vidtation of any adopted code or ordinance. Receipt of contractor's copy of approved plans acknowledged. Permit No...� • �`'�:: r �.... A *!r. r'',,i < ! ) r 'r° Y✓j •✓;: : ' P?'. — "'., r`.` ! j+?' '3�9�; 'j; b •� t i:r`.C!S +s,Cf: ,, •.. �D!CT.Wf Zluelt .Y; "r• rr.. wss....ry4'.+✓= �.:a�fir%s!:.'Y.rr '.cc.>x':: �- ":s'�".:- .�,2S:tG'.: ;'r- ?;..).t^,,•J�'�,.; .,. 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