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Permit 4448 - Segale #862 - Office
MIL CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 Work to be done Site Address Building Use Property Owner Address Contractor Address New Office BUILDING PERMIT PERMIT # Control # 86 -102 18000 Andover Park West Office Mario Segale . B.x . 1 I Suite # Tenant Spgalp #862 Assessors Account # 352304 -9055 Phone # 575 -3200 A M.A. S-gale SEGALBP151M5 P.O. Box 88050 Tukwila, WA Zip 9RIRR Phone 575 -3200 Zip 98188 FOR BUILDING PERMIT ONLY approved for issuance by /' /ae1ZJ Sq. Warehouse e Retail Other Occ. Load 1st F1. `2nd 14,155 B -2 142 FI. 12,950 B -2 130 3rd Fl. Total 27,105 B -2 272 Fire Protection: Sprinklers (] Detectors Zoning M -2 Type of Construction 6 V -N Special Conditions Fees sq. ft. @ sq. ft. @ sq. ft. @ sq. ft. @ 1st F1. $ 2nd F1. $ other $ other $ Total Valuation of Construction $ 622,225.00 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other TOTAL Receipt #2592 $ 2,406.00 Receipt #2592 $ 1,564.00 Receipt # $ Receipt #2592 $ 16.50 Receipt # $ Receipt # $ $ 3,986.50 FOR SIGN PERMIT ONLY [j Permanent J Temporary 0 Single Face J Double Face J Wall Mounted 0 Free Standing [] Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Total square footage of sign Special Conditions THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. 1 HEREBY CERTIFY GOVERNING THIS T VIOLATE OR C gned IrjI hereby .f m that I am s Contractor (signature) READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES L BE COMP Ep WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO S sNS .j' NY OTHER STATE OR LOCAL LAW REGULATING CONSTR ION OR T PERFORMANCE OF CONSTRUCTION. Date LIC NSED CONTRACTORS DECLARATION t'e Business and Professions Code, and my license is is infyll force and effect. f!/ Date � ( ) 1, as owner of offered for sale. ( ) I, as owner of the Owner (signature) OWNER- BUILDER DECLARATION property, or my employees, with wages as their sole compensation, will do the work, and the structure is not intended or property, am exclusively contracting with licensed contractor's to construct the project. Date TO) 0 ' 11:1 rOalliVeMig:WATIKLA 70177. SUBJECT F R 0 M BP.,0-a(-1-LAT MESSAGE 4 7t.7 MVO ZillsRAVargerilMIMisfaVONMailIMM.Van'IMM.P.M.SfIRSVIR,M . DATE /2/49j42 (1 / (21T- 6 koe e ioz__ (360 oc2 J)0/_64/ cm /-- &/_ /ye/E--(17---- 17.4iiii..a1MTIMIr 'AN! REPLY SIGNED 0211401r ' =ovum . •, ,,ivixotiatcasuotavitmattmeozoteseitaima FORM • 4S 472 L. • ****** , il. 4 , , tr, .1,e ,, -, ' '',i, 'AiSraMlbreMiliWZIZOWPriattikat.W4rtilaWalnf; ( , Y.Albii4iV, atSVaga UND PARTS 1 AND 3 INTACT.• • .• • • , • . . POLY PAK 50 SETS 4!472 ,,.. PART.3 WU 11 RITURNED WITH IMPLY :. ' .: . • - .: SIGNED DATE 111 ••••■• • • • • • •••• 1•• • • I. 4/•• 11.1, .04. AO." • • • MIL S(GALE BUS /NESS PARK October 3, 1988 City of Tukwila 6200 Southcenter Boulevard Tukwila, Washington 98188 Attention: Moira Bradshaw, Planning Department Reference: Building 862 Segale Business Park (OCT 41988 PLAN EP T. I G11rv, ;: .....r1 Enclosed please find $200.00 good faith deposit which the City of Tukwila is authorized to hold until the City and Segale have success- fully concluded the following: 1. City has been provided with an as -built landscape plan; 2. To be agreed upon plant materials are located in the small planting area protrusion between the loading area and parking stalls at the east side of the building; 3. Segale has explained the ground cover landscape concept in the southern planting areas beneath the large pine trees. We trust this letter and check, along with the above points of under- standing as to the outstanding matters pertinent to landscaping, is sufficient for building sign off purposes. Very truly yours, SEGALE BUSINESS PARK Ann J. Nichols AJN:dem Enclosure J,K( &\,UD P.S. The compact stalls are being marked as such. P.O. SOX 88050 ■TELEPHONE: (206) 575.3200 ■TUKWILA, WASHINGTON 98188 a CITY OF TUKWILA Buildtng Division �- 6200 Southcenter Boulevard PERMIT # Lj 11L/ 6 Tukwila, Washington 98188 (206) 433 -1845 BUILDING PERMIT Control # 86 -102 Work to be done Site Address Building Use Property Owner Address Contractor Address New Office 18000 Andover Park West Office Mario Segale P.O. Box 88050 M.A. Seciale P.O. Box 88050 Suite # Tenant Sprirllp #R(2 Assessors Account # 352304 -9055 Phone # 575 -3200 Zip 98188 Phone # 575 -3 ?00 Zip 9818P Tukwila, WA SEGALF3P151M5 Tukwila, WA , FOR BUILDING PERMIT ONLY approved for tssltance by r Sq. Warehouse Retail Other Occ. Load 1st Fl. 14,155 F$ -2 142 2nd Fl. 12,950 13.2 130 3rd F1. Total 2/,109 0-2 2/2 Fire Protection: © Sprinklers [[ Detectors Zoning I1 -2 Type of Construction N V -N Special Conditions Fees sq. ft. @ sq. ft. @ sq. ft. @ sq. ft. @ 1st F1. $ 2nd F1. $ other $ other $ Total Valuation of Construction $ 622,225,00 Bldg. Permit Fee Receipt #2592 $ 2,406.00 Plan Check Fee Receipt #2592 $ 1,564.00 Demolition Receipt # $ Surcharges Receipt #2592 $ 16.50 Other Receipt # $ Other Receipt # $ TOTAL $ 3,906.50 FOR SIGN PERMIT ONLY [j Permanent [] Temporary [� Single Face [[ Double Face (] Wall Mounted Free Standing [[ Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Special Conditions Total square footage of sign THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK 15 SUSPENDED OR ABANDONEU FUR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT 1 HA READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS T OF W LL BE COMP Ep WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DUES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CA CEL S NS NY OTHER STATE OR LOCAL LAW REGULATING CONSTR�? 10N OR T PERFORMANCE OF CONSTRUCTION. E'Signed if Date / ' (61' / � if LI9NSED CONTRACTORS DECLARATION I hereby afiifm that I am licen�i o p1 Business and Professions Code, and my lenss e !!i Infull force and effect. Contractor (signature) � f t Date � � ' �7 ( ) ( ) 1, as owner offered for I, as owner Owner (signature) (( / OWNER- BUILDER DECLARATION of \the - property, or my employees, with wages as their sole compensation, will do the work, and the structure is not intended or sale. of the property, am exclusively contracting with licensed contractor's to construct the project. Date CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, WasrAnaton 98188 (206) 433 -1849 Type of Inspection Site Address l v 5Scv Requestor Special Instructions INSPEC -t,ON RECORD PERMIT # ^ e{yC-i 0/..1,‘..<,-C, 14. Date /O-/ •— s Date Wanted 7 744, , , Project S Phone # 3`75'cik344 a.m. p.m• G Inspection Results /Commekts: i+// Inspector 7t „a4 2.7aot.l fr Date /o rig —ePP 111=0..Sfi?w 1.4 %rK ?1'r'.,".: "�k:4 ttM.tiawr�czx�M'?tr:wrwrxn:� CITY OF TUKWILA Building Division 6200 Southcenten Boulevard Tukwila,. Washington 98188 (206) 433 -1849 Type of•Inspection Site Address Requestor Phone # Special Instructions 4. /5; Hai / 'oX' /lhc %vim 4k INSPECrON RECORD PERMIT # p710 17, Date Wanted gfir a.m. Project Date Inspection Results /Comments: Inspector77.s,� Date '? gfty CITY OF TUKWILA Building Division 6200 Southcenter Blvd. Tukwila, WA 88188 433-1845 190 'Permit No. 'WV? Date ,/2s/eif--- 4 Job Address n4 /rc%00 ,&70,,e4.-- e. •-- CORRECTION NOTICE e following items are found to be in violation of Ordinance and shall be corrected. • A'aSr" ehfree„ o �� ` fa 2:19 e % (4/1 I < ?,G;a rr4 C /142.- J / ' `/ ' { 4�9- ‘).1,-;e `�' ,�'' A' Ha // Ree /ii cd /' %lA ll4 4/.6— `� Z'o b' /co h ki3e. /ec t. c ",gf 7E'Ce'1- '- ,/(/ e;;c`i0k- A C- ',aCY°i ~ ck'3` ".S 0,0 Y ! L�'1)1e- f'�('�/%"vr " I C �^i �" (,I) � G i'1 i'�'.i.* e:' f r� /4"f6'G� < "• I t /� C �`.t'7 &?. Signed Building Otticia Inspector IXI I1i4i5fe7LCal5:evatY._?:7�th�tk isiwa.+ �tez. u�* a,...,...... a.�........._..�.,.,.,.,...�.., CITY OF TUKWILA Building Division 6200 Southcenter, Boulevard Tukwila,, Washington 98188 (206) 433 -1849 Type of•Inspection //1764L �' • Site Address /yp i a ?k c3 INSPECTION RECORD l PERMIT # c/c-/yAl Date S'?1 Requestor e-c K Special Instructions 212e / /amt- % h -• Date Wanted ( p -1/ ,e' a.m. Project WI ,¢ .L "� C z Phone # 5 7.S-- e h C.J2SC.1G -e oiC 5 c'.?i`-3 Inspection Results /Comments: / Inspector Date P/: 2 -,d'y %1�r'RS .:3: #Y•Pn:srorrl...nJ.cr.nua w......«»,..a...,... „ .... .... ....... ,..,, CITY OF TUKWILA Building Division 6200 Southcenter, Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of .Inspection -- Site Address / �r U G o l� P�� Project ��Q.,.Qt ,�� :� t% Requestor ,i c*,k Phone # , 7s- yd'a Special Instructions INSPECTION RECORD �Y PERMIT # c/c-1 yY Date - /& Date Wanted. } p.m. etru-s-A (TLLA , 6 9 ad Inspection Results /Comments: 5 "®vy ih o`��frea S ...2c 9 3U ,, -b. G1'/ - e /1H S' 4.71 /c /.P ry /1 b. r�L1�r� S /4 ?cy5', i' e Ge ce /o s o %t ry ally s s,,,eAa sAa Go /d' I � e.a /.ess 2-4?# 6,e / "yak, 'hi v,4 S/. , , mria6.e /Yew/ ih ?4-e. /dsrs. Id e / :rc /t s— / ,rIi'/1 hot" 5'Aroee/ -t�f /. (R Se ' e .s- 2.70,0 k 3 e y/, ` A,-pe, �!' / Z�S�S �Z l''..CG C ?� Zrf • <4,71• 1/ " /,, to Al -n7• Inspector 1 Date Ft/047 CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, W ashineton 98188 (206) 433 -1849 C INSPECTION RECORD PERMIT # ��� -/ o Date 0•418, Type of Inspection Fla/7z"/767 (Znd i / CG7)Y QY3 Date Wanted 9-t2-e$' Site Address /000 (Jfry)O)/er ito Project Secepia / .. 364 Requestor /2/C4g, Phone # 575 -YF3C) •. Special Instructions Inspection Results /Comments: G(L .J/3/ l Jte 7= 667 ?74-74 oeg- /fi -- / 3 3 5-o 13 /7/ )4, 5 SPaZ'z- // G6,/11 /Yd. ;;" f � SP e0,1rl FAaf� csl^e C'vvv.' GG- (Pr �"o Ca, G�.v, ✓A9:t-tN ?riGG�' �n''eior7 �, r4 G ire/ -e- 0,0` ,R• 470" 42 3C' 1,°,0,1, 6e zves/ / v4.-1-ofc9 eV? >ea, cry( X 5e .a Aye_s. Inspector 4,77 Date ?/�P Pita ; :.a`iw•Pii1` t'a:..kRhatx{al'etu+✓ew:tav rnwnv n:nn CITY OF TUKWILA Building Division TkwilsutWashingtonul98188 (206) 433 -1849 w.... �.......... _.— ......nu�.w..iwnia• ++�/.r.4rt A4eYV�sNMtRl *.•�t1Y.#4Ath H.:Rl+o':^'3VLYf. INSPE TION RECORD PERMIT # 'r �T Date 41-7-g7 L. ,- • : 'Date /Wanted 1/- ? l 7k,! Project f.'c.:4 ( , Phone # xi 1._..t1 Type of Inspection (, ' tit i Cam{ Site Address 1 Fi000 / )' I:1 r4. `7-6 .4'170 Requestor �'r. lj0 Special Instructions a.m. a.m. Inspection Results /Comments: Inspector Date 2 �P7 CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila', Washington 98188 (206) 433 -1849 INSPECTION RECORD PERMIT # y4/4/2 Date 02fj3/g7 Type of Inspection 1 ?T-fi/./,?'c_i Date Wante '7 a.m p.m. Site Address a9O0 Q,va % k (,46,d Project L 5'62 Requestor pi, ' (J? &) Phone # Special Instructions Inspection Results /Comments: .mac p c fClr Inspector )(4i1 � Date bZ f /7,Zer7 P�i.4C�UNi+Y.`I�?Y�i.LiGt::) A::i�SMwrv�ia3'!�%o41S Y'. "�r..:1 t ♦/FYJ.IW Hrtr.Gwri.aw CITY OF TUKWILA Building Divisipn Tukwila; Washington ul98188 (206) 433 -1849 ricc2 Pk/ INSPEC?ION RECORD PERMIT # 4//411-/g Date,agt 7 Type of' Inspection Date Wanted a /z,E'7 p.m. Site Addressy /$'OOD u/eso Project Soya /o A`g6 2- Requestor � ¢ Phone # Special Instructions 7p,&;Q,t At 9 Inspection Results /Comments: / fir/ _.„ / /LI -1-49) _J Tnsnector idA,ctlil/ Date .2/2117 #2%421' yf2:1+.:;1:SG2.Zti2k2N.ALMS. Y1.1.M'aoA:MVatr.1144,r,104,5, ...,..,. a. ......... .........._._.....___......_... yr CITY OF TUKWILA Building Division 6200 Southcenter,Boulevard Tukwila.,Washinaton 98188 (206) 433 -1849 Type of .Inspection Site Address Requestor INSPECTION RECORD PERMIT # Date 0/ X Date Wanted / /( /�C Special Instructions Project Phone # a.m. p.m. Inspection Results /Comments: Date l/ /i /je CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila; Washington 98188 (206) 433 -1849 Type of Inspection( (L' ''' ekU Site Address / 5()CO /1-i' -PW Requestor Dn') "' tel.: i INSPEC T!.ON RECORD PERMIT # 4 Date /., Date Wanted // �' /(,) a.m. p.m. Project -- )e -- Phone # U 575 — 8..x0 Special Instructions • Inspection Results /Comments: jefiel.2te',e Ge-4 e-frc.,4;P -6) eeade (JL�lI t Alb LY C 4 ee "41, Ale _A ? / ../ Cf(/l/ C-tt X Inspector Date__...6 141.11V.Anem %?4J,k:: "3tJ:ittii.retu��+..'kNluia,:wc: Uonrvi•.:..•�,x:,:.. CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila; Washington 98188 (206) 433 -1849 INSPE9TION RECORD PERMIT # '4614-84 Date /6/4Q5/#6 Date Wanted /[D - 3D Type of Inspection feihe/ /S-7'-za2LP-1f_ - to Address Project gei7ecle Requestor 5f - 4 p O PI one # Special Instructions • Inspection Results /Comments: 77%-A°Y1 1 040- ,,Peil cyLLe ee, ', Inspector Date 0/0/(6' CITY OF TUKWILA Building Division Tukwila,itWashington Boulevard 98188 (206) 433 -1849 Type of. Inspection f te,8 44/L Site Address Requestor Special Instructions INSPE '.ION RECORD PERMIT # //We 2 Date /6 222/�F Date Wanted ,e/...2.0K Project le �.epf0 � 2 Phone # c tn. iw.MYJ ✓..,VY. p.m. Inspection Results /Comments: e 1' c'144,-G fcs-( .dc.& ck,Ak rCp , / IC--cC2 C 4,.G i Inspector wo-t.i.trt ze,ce-e;-) Date /d)/.2 .347,C CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 ,(206) 433 -1849 Type of Inspection �D Site Address /67DcYv (2,L,:('c e1 Requestor 0 Special Instructions INSPEC TION RECORD PERMIT # 7 Date /d /7, '6 GZ Date Wanted a.m. p.m. Project Phone # Inspection Results /Comments: C P ) e - e _ 4 r 4 7 AL pe Inspector Z9--i/Ael- 1 Date /6 /' /ll ? fkait&i16` ` w' r• ti�' rrif:": L�: o ?i..:.i.tfiY:is9.7.:.trlA:.7laa •5e,.>vex..�,tie..,,N.�.,,.,._. CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila; Washington 98188 (206) 433 -1849 Type of Inspection I' Site Address /gc e) �►�G�`: Pk: LO Requestor ,hent • Special Instructions INSPECTION RECORD 4-44g PERMIT # Date I d - 3 • Date Wanted /D- to .m. Project \&3a,te Phone # 4-8 .30 Inspection Results /Comments: ,! - L-. 7 .614-071 Inspector Date /D�� /�� CITY OF TUKWILA Building Division 6200 Soythcenter Boulevard Tukwila, Washington 98188 •206) 433-1849 Type of Inspection Site Address Requestor Special Instructions i().pricd JAG 4 INSPEFION RECORD ASV PERMIT # 9144.1 Date Date Wanted LL). Project 5,e3c, Phone # 6- 4(F3 74,2c7tPri, — k bocci I a .m. 1C2 Inspection Results/Comments: , r211-7 ef--74 OZ: vi.>10 T, /1 445244, Oete-Gez,..4, Inspector Date CITY OF TUKWILA Building Division 6200 Southcentet Boulevard Tukwila; Washington 98188 (206) 433 -1849 • INSPEC ION RECORD PERMIT # 4/1/47 Date 9/9/76 Type of Inspection 00v4Ckk24 pour Cdtill s iwe,) Date Wanted Y,2/9fiC Site Address MOO IffialetLei, /4* l'). Project 6—.talc? Requestor (-00'71 JJ � Phone # Special Instructions Sec /C / �'� ? G' crieC(., / o/i his a /aelect c 1 cpicur4 atate9, 1101 �Dyn /,11 rl3 (k to Li- ^ c15' %Pi-1t 4- oft/ tie tYlvepAleg a.m. p.m• Inspection Results /Comments: /r Vt Inspector 74,121-2 Date 9/-16 �wrf ' M`:'.` 4:'; yi.`,tw i `N,-iC'"•s,w;: c °r.iu,: r.. ah: x< ....»,.,M. «.„,..,.....,,..•.... CITY OF TUKWILA Building Division '6200 Southcenter.8oulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECTION RECORD PERMIT # `4 1-`t" b Date 9"o26' (p Type of .Inspection Date Wanted g /4a6 'Tiv a.m. p.m. Site Address I ? O O . A P�� Project Requestor .1) F') V\ T 03 f'D Phone # S7� — 4421O Special Instructions (1t) — At )106 LJVL /D e i-tru y/644, M.G. 0M# W GIB A* ,e -LI eA4) . Inspection Results /Comments: /-u'L2 -A-Q- .4 Inspector Date pOv t4 ,8X1WitiV • ,. CITY OF TUKWILA Building Division Tukwila,,tWashington Boulevard 98188 (206) 433 -1849 Type of. Inspection , C,l/Yl Site Address 19060 4 P L)J Requestor Dry\ p(%t i Special Instructions INSPECTION RECORD PERMIT # 41-4-g Date 9 - 2 4 -8(0 Date Wanted 9'-a2s--- `a.m. p.m. Project Afaatfip Phone # `'675- 4830 Inspection Results /Comments: (r) . (U'�� -0(a/A0 Inspector eee4?..e?_, Date 5j/v16-/Z CITY OF TUKWILA Building Division 6200 Southcsnter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection tay INSPEC ,.;ION RECORD PERMIT # c/41(4(4 /2- /Y— Date Wanted �i7eJ /4 is Project 5,27,0A. ►314,(y'` 1 z Phone # 5 76— 4/t'. o Date Site Address /KO OU 4- i -mA, ft U. Requestor ,) ay,, -j'o Special Instructions Inspection Results /Comments: 1.4 _ /��/��i :! Inspector AIOLt4/< Date /22. CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila; Washington 98188 (206) 433 -1849 INSPECr{,ON RECORD PERMIT # /L/`1 Date dam" /off /flL Type of Inspection ,R+►ts 440,.0,0 Date Wanted ntwi /$4. Site Address /6 V,4gNda 04. pAA* /per- Project h.?A _ SF.442,4E_ Requestor Phone # Special Instructions Inspection Results /Comments: • Inspector j6Z2. Date /� / /y�k CITY OF TUc.WILA Control No. X-6 - -rte Central Permit System Permit No. `/y FINAL APPROVAL FORM TO: ❑ Building ❑ Planning ❑ Public Works Ri Fire Dept. ❑ Police D Parks / Recreation Project Name Address Type of Permit(s) 4 /e ( This project is nearing completion. l'ease._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. 1—TT-Ts—project is NOT approved by this department; the following corrections are necessary: () () /Ply? ( ( () () () ( ( () Authorized Signature Date 1. This project is approved by this department: Authorized Signature Date CPS Form 3 C1r'Y OF TU(WILA Central Permit System Control No. X6,-//x2 Permit No. 114//1 FINAL APPROVAL FORM TO: ❑ Building ❑ Planning g Public Works ❑ Fire Dept. ❑ Police ❑ Parks /Recreation Project Name ,f)et -o-t_e. </( Address % vo Cs `a) Type of Permit(s) (1. - i 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. This project is NOT approved by this department; the following corrections are necessary: () ( () () () () () () () () () () Authorized Signature Date This project.is approv.ed-by this department: ( „ ()) Authorized Signature �� Date CPS form 3 J TELEPHONE MEMO RE: ` 1. PERSON CONTACTED: ',XS-L.)0 k)1 PERSON CALLING: -( , DATE: �� O INFORMATION ITEMS: Is \c(Ye411U(4 clU Pr fn la_ rrK5P00c- J / ... N J `) L s . f le tt4._ U 3t . .11c ___j* i Ai Ca rOuotrsci pe rr { D10 tit purr P ,),7her &' • 17><Y, tsiT• All IN Mahan &DeSalvo CRY OF 7!lKVt,II A CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624 -8150 January 28, 1987 1� Mr. Duane Griffin City of Tukwila 6230 Southcenter Blvd Tukwila, Washington 98188 Regarding: Plan Review 86 -T -10 (Segale 862) Dear Mr. Griffin, JAN 3 0 1907 BUILDING DEPT. We have received redlined tenant improvement plans for the proposed project and have reviewed them for compliance with Chapters 5 through 33 of the 1982 Edition of the Uniform Building Code, Regulations for Barrier Free Facilities and the Washington State Energy Code. All our comments have been answered satisfactorily. Please call if you have any questions. Sincerely, MAHAN & DESALVO Bridget Smith cc: Lance Mueller & Assoc 130 Lakeside Seattle, Washington 98122 Mahan&DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624 -8150 January 12, 1987 RECEIVED CITY OF TUK'vILA BUILDING DES``.` a Mr. Duane Griffin City of Tukwila 6230 Southcenter Blvd Tukwila, Washington 98188 Regarding: Plan Review 86 -T -10 (Segale 862) Dear Mr. Griffin, We have received tenant improvement plans for the proposed project and have reviewed them for compliance with Chapters 5 through 33 of the 1985 Edition of the Uniform Building Code, Regulations for Barrier Free Facilities and the Washington State Energy Code. Please have the applicant respond to the following comments in itemized letter form and resubmit any necessary calculations and /or drawings. Structural 1. No review provided. Ordinance 1. Rise of stairs is in violation of Section 3306(c). 2. Doors 111 project into the exit path. Refer to Section 3305(d). What is function of room which opens into stair enclosure? 3. Provide exit signs per Section 3314. 4. There is a violation of Section 5407. 5. Provide a 1 hour enclosure at stair #1, second floor. Do not open protected exit path into unprotected office space. Doors will need to be provided at second floor if future corridor is not added. 6. Stair 1 on Sheet A -8 has been voided. Provided information to show compliance with Section 3306. 7. Section at stair 2 on Sheet A -8, how is fire protection maintained at the roof joists? If Type X GWB is provided around the joist, it becomes a bearing point. How would this be resolved? 8. Clarify which door schedule to use. Regulations for Barrier Free Facilities 1. Provide length and height of grabbars. 2. Show that telephone and water fountain are in compliance with Regulations for Barrier Free Facilities. . 'January 12, 1987 Duane Griffin City of Tukwila Re: 86 -T -10 Page Two 3. Show height and clearance of sink, height of mirror dispenser units. 4. Provide height dimensions for the shower Regulations for Barrier Free Facilities. Refer to 511(e). Washington State Energy Code 1.. No review provided. Please call if you have any questions. Sincerely, MAHAN & DESALVO Bridget Smith cc: Lance Mueller & Assoc 130 Lakeside Seattle, Washington 98122 Mahan &DeSalvo . and heights of to show compliance with Also show threshold height. LANCE MUELLER (' ASSOCIATES /ARCHITEC o S 130 Lakeside Suite 250 SEATTLE, WASHINGTON 98122 • (206) 325-2553 TO C, v- etUI_W AL) L LAD 1 ,- WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via 0.1EU1T 43 ors 1112§0SEO 1Taf DATE JOB NO. ATTENTION ` A, RE: /) / L miv4e14, ri4-1 - 4 - t ) ¶ A -' --1 7 Iay.-- `P 6 the following items: O Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. ���• DESCRIPTION / L miv4e14, ri4-1 - 4 - t ) ¶ A -' --1 7 Iay.-- `P 6 2- ■ 11. 1- -A 4.6 A- a - _A. q /1c ' 'F-Gv La art~ A-1 40 R -t o L 0 -woJesio t&o._c_ 196 el cl RE) EY= 57.ti► - 1 •N4 RD '6T-A-1, . THESE ARE TRANSMITTED as checked below: D For approval 0 Approved as submitted 4.t Resubmit.___.__.cop : c,s k r approv.i O For your use ❑ Approved as noted 0 Submit copies for distribution --- ❑ As requested ❑ Returned for corrections 0 Return corrected prints O For review and comment ❑ I:-: FOR BIDS DUE 19. ❑ PRINTS RETURNED AFTER LOAN TO US rag-Lo G_l,{^�1_T E�'T_V i�-± _ _r ��=1/•� e"- t 6 to COPY TO •C9I _� L — 11(440 ?4(12 E:6J InG, G, oa. Yra,U1111 SIGNED: If enclosures are not as noted, kindly notify ue et once. • Mahan &DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624-8150 August 4, 1986 Bob Fadden Lance Mueller & Associates 130 Lakeside Seattle, Washington 98122 Regarding: Plan Review 86 -T -10 (Segale 862 Building) Dear Mr. Fadden, [AUG c 19861 CITy ur fu� v ILA PLANNING DEPT. We have received additional information on the proposed project and have reviewed it for compliance with Chapters 5 through 33 of the 1985 Edition of the Uniform Building Code, Regulations for Barrier Free Facilities and the Washington State Energy Code. Our comments follow: Structural 1. No comments Ordinance 1. Corrections on violations called out in our July 9th letter have been removed from the drawings. Replace these corrections. 2. Clarify compliance with Section 5406(d); 3. Detail 11 /A9 shows a rated assembly using wood. Provide an ICBO Report for this type of assembly. 4. Stairs are in violation of Section 3306(c). In compliance of 1982 code, accepted per Norm Bray. Regulations For Barrier Free Facilities 1. Shower stalls have been put back on the drawings. Show compliance Section 511(e). 2. Provide parking spaces and curb cuts per Section 7502 & 7503. Call out dimensions, slopes and signage per Comment 111 of our August 1st letter. Washington State Energy Code 1. No comments. August 4, °1986 Bob Fadden Lance Mueller &Associates Re: Plan Review 86 -T -10 Page Two Please call if you have any questions. Sincerely, MAHAN & SMITH, INC. Bridge Smith Norm Bray City of Tukwila 6230 Southcenter Blvd Tukwila, Washington 98188 Mahan &DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624-8150 August 1, 1986 LJJI1 Bob Fadden and Associates 130 Lakeside Seattle, Washington 98122 Regarding: 86 -T -10 (Segale 862 Building) Dear Mr. Fadden, AUG IM FM • 4 19861 cm._.....��, PLANNING DEPT. We have reviewed the proposed project for compliance with Chapters 5 through 33 of the 1985 Edition of the Uniform Building Code, Regulations for Barrier Free Facilities and Washington State Energy Code. Our comments follow: Structural 1. Comments have been answered satisfactorily. Ordinance Comment 1 is from our July 25th letter. 1. 10ID doors are part of the 1 hour enclosure and therefore need to be rated. 2. Stairs are in violation of sec. 3306(c). Contact Norm Bray. Regulations for Barrier Free Facilities Comments are from our July 25th letter. 1. Provide parking spaces and curb cuts per Section 7502 and 7503. Call out dimensions, slopes & signage. 2. Provide plan dimensions for toilet room stalls and dimension space in front of the stall. 3. There is inadequate space at the privacy screen to the restrooms. August 1, 1986 Lance Mueller & Associates Attn: Bob Fadden Re: 86 -T -10 Page two Washington State Energy Code 1. No comments. Sincerely, MAHAN & SMITH, INC. Bridget Smith cc: Norm Bray City of Tukwila 6230 Southcenter Blvd Tukwila, Washington 98188 Mahan &DeSalvo TO SEGALE BUSINESS 'ARK P.O. Box 88050 TUKWILA, WASHINGTON 98188 (206) 575.3200 tr -t c -rUKGJt LA & a7 c O m wt7 WE ARE SENDING YOU I2'Attached (f Under separate cover via ❑ Shop drawings El Prints ❑ Copy of letter ❑ Change order ELEirr CF ITUAKSEIIIIITTAL DATE 7,14 .62 ATTENTION *4z1 Kam" X00 the following items: ErPlans ❑ Samples ❑ Specifications THESE ARE TRANSMITTED as checked below: I9"For approval ❑ Approved as submitted ❑ Resubmit copies for approval C Por your use ❑ Approved as noted ❑ Submit copies for distribution l9"As requested ❑ Returned for corrections ❑ Return corrected prints REMARKS ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 r.« 2) Old 1J ❑ PRINTS RETURNED AFTER LOAN TO US L� l)ME 7. COPY TO `. SIGN PRODUCT 243 Ferr>as I.c., caws Mall 014/1 If enclosures sn not as noted, kindly oNfy s at once. DATE NO. DESCRIPTION COPIES I IA `� tea f• i . A !s a A-4 ,, 1 � IC .4 1 '�' , 1* /`,.,�,, �,►440to' t'.If f i7`v�r ��[/I V ax- t 5 ��U l`4L�`� 4 DE cello LIMS_ t .9.6& irrAt avt42. is I6. &(o cx) t1s ' . -La L it • ai2 P UNtL A.0-44.1 I4T 1.01.A.-- tV L 61-.5 14;41..14 PV 4Wo try 7.9 , :, II► 4 tin 7, Zt. — THESE ARE TRANSMITTED as checked below: I9"For approval ❑ Approved as submitted ❑ Resubmit copies for approval C Por your use ❑ Approved as noted ❑ Submit copies for distribution l9"As requested ❑ Returned for corrections ❑ Return corrected prints REMARKS ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 r.« 2) Old 1J ❑ PRINTS RETURNED AFTER LOAN TO US L� l)ME 7. COPY TO `. SIGN PRODUCT 243 Ferr>as I.c., caws Mall 014/1 If enclosures sn not as noted, kindly oNfy s at once. I Mahan &DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624.8150 July 25, 1986 Bob Fadden and Associates 130 Lakeside Seattle, Washington 98122 Regarding: 86 -T -10 (Segale 862 Building) Dear Mr. Fadden, JUL 1 198671 t'fl Y U IFUtt,tIViL,7 PLANNING DEPT. We have received additional plans and calculations for the proposed project and have reviewed them for compliance with Chapters 5 through 33 of the 1982 Edition of the Uniform Building Code, Regulations for Barrier Free Facilities and the Washington State Energy Code. Our comments follow: Structural 1. Comments have been answered satisfactorily. Ordinance 1. 10ID doors are part of the 1 hour enclosure and therefore need to be rated. 2. All other comments have been answered satisfactorily. Regulations for Barrier Free Facilities 1. Provide parking spaces and curb cuts per Section 7502 and 7503. Call out dimensions, slopes & signage. 2. Provide plan dimensions for stalls and dimension space in front of the stall. 3. There is inadequate space at the privacy screen to the restrooms. July 25, 1986 Lance Mueller & Associates Attn: Bob Fadden Re: 86 -T -10 Page two Washington State Energy Code 1. No: comments. Sincerely, MAHAN & SMITH, INC. Bridget Smith cc: Norm Bray City of Tukwila 6230 Southcenter Blvd Tukwila, Washington 98188 Mahan &DeSalvo lance mueller & associates architects July 18, 1986 Ms. Bridget Smith MAHAN & DeSALVO 1411 Fourth Avenue Bldg. Seattle, Washington 98101 RECEIVED CITY OF TUKWIL4 JUL 2 2 1986 BUILDING olr. Re: 86-T-10 'SEGAI.E`;';862 ?BUILDING Dear Bridget, IPIMUR m i. 2 2 1988 cif";( o 06..MLA PLANNING DEPT. Enclosed are revised drawings based on your Ordinance Review. The information you requested is located on the following sheet based on your remarks. Ordinance 1. Provide site plan - Building Department copies. 2. See Details B /A -7, 3. See Section F /A -8, 4. See Section F /A -8, 5. See Section A/A -7, 6. See Section A/A -7, 7. See sheet A -6. 8. See sheet A-2. This was included in permit package to . M.A. Segale will provide additional C/A-7, F/ A -8 . sheet A -2. sheet A-2. A/A -8. A/ A -8. Barrier Free Regulations See key on sheet A-2. 1. Site plan compliance - by M.A. Segale. 2. See restroom elevation sheet A-8 and plan A-2 (Note. -. Showers are removed) . If we can be of any further assistance, please call. Sincerely, LANCE MUELLER & ASSOCIATES /ARCHITECTS Sc\i-g0S4224 Bob Fadden BF:nk cc: Jon Brandon - M.A. Segale u/gOrm Bray - City of Tukwila encls. 1 30 lakeside • suits 00O • sssttle, washington 00100 MOOS a00.01110a lance musllar ale, eel • senior asasolatasP robert sisahewsky, ellssn twangy assoolatass robart hidden, mI.hael galbralth, rlsherd garnish, rebert wells a washington corporation furnishing arohiteotural ~vises by end under the supervision of registered orshlshot• Mahan &DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (20M624-8150 July 9, 1986 Lance Mueller 130 Lakeside Seattle, Washington 98122 Regarding: 86 -T -10 (Segale 862 Building) To whom it may concern, 1 t�_1[�ti\iF© _,..r..- CITY OF T UKWILA PLANNING DEPT. We have received plans and calculations for the proposed project and have reviewed them for compliance with Chapters 5 through 33 of the 1982 Edition of the Uniform Building Code, Regulations for Barrier Free Facilities and the Washington State Energy Code. Our comments follow: Structural 1. Call for designed and stamped drawings from manufacturer of joist girders to be submitted in the structural notes. 2. Sections C -3, call out additional loads. 3. If bottom chord of the truss is fixed, as shown in Detail F -3, design as continuous span and provide calculations. 4. If the bottom chord is taking compressive loads as a drag strut, provide loads for the manufacturer. Ordinance 1. Provide site plan. j��oxe a .�rr,�s �' /'����`ca��Y "'� e.rC' 2. Show materials for 1 hour walls. 3. Provide height of guardrail at light well. 4. Clarify walls versus guardrail at the light well and call out materials. 5. Provide dimensions of stairwell landings. 6. Show extension of handrails all stairs per Section 3306(j). 7. Call out 101D in door schedule. 8. Show 2 exits from office area 111. Regulations for Barrier Free Facilities 1. Show compliance with regulations for barrier free facilities. July 9, 1986 Lance Mueller Re: 86 -T -10. Page two Washington State Energy Code 1. No comments. Please call if you have any questions. Sincerely, MAHAN & DESALVO Bridget Smith cc: Norm Bray City of Tukwila 6230 Southcenter Blvd Tukwila, Washington 98188 Mahan &DeSalvo TO 4 .r SEGALE BUSINESS PARK P.O. Box 88050 TUKWILA, WASHINGTON 98188 (206) 575.3200 1444 4-44\1 + mLil , 1146. I 'f11 t.)r U I>� L . %kf WE ARE SENDING YOU B'- Attached ❑ Under separate cover via ❑ Shop drawings ❑ Copy of letter n 222nn y�n�M ry� �n LEUTIED CDEF lJ WGz1LIVSWU��Tr[A.11� DATE 20 , ' J08 NO.` 2 ATTENTION RE:� rork."`'T/ or-it) {-A— the following items: ❑ Prints 1171Plans 1 , ❑ Samples ❑ Specifications ❑ Change order iyea ✓�% A .,`Q1J 6141.--m f pcD r COPIES DATE NO. DESCRIPTION 1 4fir •16. M -Jai44+1CCU1 Sl -�°) G 1 o¢-1 - , b 111 5 14.4T (. UM-L bmai 1►J s G1(/.ii 1 c iks 6-rtzUctd 144 L GArV.GUL ct1OOlJ, 1 R A I L . 443.66 I e (o. 1. k leor'-( (..7. g& 2. �d:e r -� _s r s 1I--S t-patcr VON THESE ARE TRANSMITTED as checked below: If/For approval ❑ Approved as submitted ❑ Resubmit copies for approval fV'For your use ❑ Approved as noted ❑ Submit copies for distribution riyAs requested 4,-( G{T9 ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TOR1 DF TO K I O LA .17. SIGNE ► : MVO 2403 FBe7�luc, G4430. Mast 014/1. It enclosures are not •e noted, kindly no Uy u et once. Few C�'1 ^:loZ, 5-(Efeie 7-940--& 27, /05 X J301.11-= 4 1, Cody, 3369 vaILL ,, 0740a ( 95C , 5 /k" 4 5. vd GeoEngineers Incorporated (MI 746-5200 P.O. Box 6325 2406 - 1,401h Ave. N.E. Bellevue, WA 98008 Segale Business Park, Inc. 18010 Southcenter Parkway Tukwila, Washington 98067 Attention: Mr. Mario Segale Mr. George Crawford Gentlemen: Consulting Geolechnical Engineers and Geologists February 24, 1986 Report Geotechnical Studies Proposed Two -Story Office Structure Segale Business Park Tukwila, Washington File No. 291 -04 INTRODUCTION This report presents the results of our geotechnical studies at the site of a proposed two -story office building. The site is located on the southeast corner of 180th and Andover Park West in Tukwila, Washington. The proposed structure will be oriented such that the walls are approximately 45 degrees with adjacent streets. We understand that the finished floor and finished yard grades at an angle of are planned at Elevations 25 and 23.3, respectively. Existing site grades range from approximately Elevation 20 to 23.5 and are the result of regrading done in 1972. Prior to that, site grades ranged from approximately Elevations 22 to 26. Several explorations have been done on and adjacent to the site in the past. They include a boring located to the south of the site two borings and three Dutch cone penetration tests located immediately west of Andover Park and west of the site, and numerous test pits, one of which is located i;i'i Y eT 1";,.Ik,, in the building footprint. 2 0 198 Segale Business Park, Inc. February 24, 1986 Page Two SUBSURFACE CONDITIONS Subsurface soils are alluvial deposits consisting of interbedded silt, sandy silt and silty sand underlain by a thick unit of fine to medium sand. The test pit excavated within the building footprint to a depth of 12 feet (Elevation 13) encountered a 3- foot -thick layer of silt between Elevations 18 and 21. Below that, silty sand with occasional thin layers of sandy silt was encountered to the depth excavated (Elevation 13). Based on our review of nearby borings, we interpret that the silty sand unit extends down.to approximately Elevation 5 and is underlain by the medium dense to dense sand unit. This sand unit extends to below the depth of the borings which were drilled to 90 feet or to Elevation -75. Ground water levels observed in nearby borings range from about 8 to 9 feet below the ground surface in March 1983. Recent test pits show the water level about 11 feet below the ground surface. RECOKKENDATI ONS We recommend that the site be developed by a combination of overexca- vation and surcharging similar to the way other buildings have been developed in the immediate area. This procedure will help control postconstruction settlement and allow support of the structure on shallow spread foundations. The existing soil should be overexcavated to a depth of at least 2 feet below the bottom of footings. Backfill should consist of gravelly sand pit run material placed in layers of appropriate thickness for uniform compaction, and compacted to 95 percent of its maximum dry density determined in accor- dance with ASTM D -1557 test procedures. All material up to the floor slab level should be compacted. To help control postconstruction settlement, we recommend that 6 feet of surcharge fill be placed. We have assumed that the surcharge fill will weigh approximately 135 pcf. The top of the surcharge fill should extend 5 feet beyond the footings and slope down at the natural angle of repose. Settlement of the surcharge fill should be monitored at three or four locations. This can be done by driving hubs into the completed fill and GeoEngineers Incorporated c Segale Business Park, Inc. February 24, 1986 Page Three taking survey lever readings referencing a benchmark well outside the influence of the fill. The surcharge fill should be left in place until the maximum settlement observed is less than 0.01 feet per week. For foundations supported on a minimum of 2 feet of compacted fill we recommend an allowable design bearing of 2000 pounds per square foot for all dead and real live loads exclusive of the weight of the footing and backfill over the footing. The recommended allowable may be increased by one-third for the total of all loads including wind and /or seismic. The footings should be founded at least 18 inches below the lowest adjacent grade and have minimum widths of 16 inches and 2 feet for continuous and isolated footings, respectively. We trust that the foregoing meets your present needs. Should you have any questions or need additional information, please call. GWH:wd Two copies r ,;r HEN,, Yours very truly, GeoEngineers, Inc. 0104 plogrirb submitted AlrAV "1444.404+% Gary W. Henderson. Principal GeoEngineers Incorporated TO SEGALE BUSINESS (..RK P.O. Box 88050 TUKWILA, WASHINGTON 98188 (206) 575-3200 Mikt 5 MIAS WiLA (.7 aJ'1\ L _] Kid ILtd-,. UJA-. WE ARE SENDING YOU IV'Attached ❑ Under separate cover via ❑ Shop drawings ❑ Copy of letter ❑ Prints ❑ Change order USE U U 'LULU ©E IJ lJll!%IUVSG O U U/iQ = DATE Joe No.e(oz. ATTENTION treActiswr RE: 1:14 4J J rO Gt i7' OF TUKUJ I L4- r_=N t 1 r Oki the following items: IR/Plans nr ❑ Samples ❑ Specifications r 0,- li!.. Jw . — Il1Ia► COPIES DATE NO. DESCRIPTION 124M 6.18.ix, ea. i0.8% Ai -4c 6( -S AG4 --If Jf M- tJ s «11CWML i,J) k S 2ws 2 Ra41,3,B6 G l e r ( GIUI L hl rJ Imo+ 2 is Rv6.14.a L-! Lt D 4° kt DEWki * t em 1- a , I L 'w 1 VA, .w eh 01Lbl r (r '.CA -1100 liif. /..1 MI _giil ► N'if. .t..1• i .■ 1. 6 • lo .86, THESE ARE TRANSMITTED as checked below: L'For approval tB'For your use [9"As requested ❑ For review and comment ❑ ❑ FOR BIDS DUE 0 Approved Approved Returned as submitted as noted for corrections ❑ Resubmit ❑ Submit ❑ Return copies for approval copies for distribution corrected prints 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS ( eiLI &Mu& oV CIAL Witt& -Mud/ tAitteil. RECEIVED . ti L 2 ;} '138:it COPY TO SIGNED' PROM/ Z40-3 Uc. fact lasowl If enclosures are not ea noted, kindly not, at once. TO 'SEGALE BUSINESS („Rli P.O. Box 88050 TUKWILA, WASHINGTON 98188 (206) 575.3200 11 Of" TO �Zxa uru a :il1t r\ . . i9.)8 i 66 ,^ WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via J i CD IF U 2aKe mouraIL DATE :• % J • o "El LSln Z ATTENTION � ,— y V jD RE: Ci4 us F o r 1 V I T -( AS- ��- y�I+e� �1 }y- �( �' f S I-occult. t. A FL41r It..vir 'J the following items: ❑ Shop drawings ❑ Prints Lai' Plans ❑ Samples ❑ 'Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION tp 1 vA 6101. D f UJ UVA iJti urY rV-:ruuir APPt-tcAnor. THESE ARE TRANSMITTED as •checked below: LR"For approval ❑ Approved as submitted ❑ Resubmit copies for approval LIYFor your use ❑ Approved as noted ❑ Submit copies for distribution 131/As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS ECEIVFD 4 • ia! L U1 %.141131,11 t..kl!,] 2 0 1986 Rl.f #I nwr; DF.yr, • r'1 COPY TO r000ucr 24a1 /Awes) Inc, c:uati w,. 01411. SIGNED: If enclosures ars not as noted, kindly notify's/at once. Gary VanDusen City of Tukwila Mayor �sy ir Fire Department Hubert H. Crawley leas • Fire Chief Building Official City of Tukwila Control #86 -862 July 14, 1986 Re: Segale Building #862 - 18000 Andover Park West Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10 B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1 and UFC 10.301b) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.6), and shall be installed so that the top of the extinguisher is not more than 5 ft. above the floor. (NFPA 10, 1 -6.9) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) 2. Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 12.114. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) 3. EXIT signs shall be installed at required exit doorways and where otherwise necessary to clearly indicate the direction of egress. Signs shall be of a contrasting color with the surrounding area and shall have letters not less than six inches high with a minimum letter width of 3/4 ". (UFC 12.114a & 12.114b) City of Tukwila Fire Department, 444 Andover Park East, Tukwila, Washington 98188 (206) 575 -4404 f City of Tukwila Fire Department Page number 2 Gary VanDusen Mayor Hubert H. Crawley Fire Chief 4. An automatic fire extinguishing (sprinkler) system is required and shall be designed, installed and tested. (City Ordinance #1141) (W.S.R.B. approval required for ordinary hazard) Local UL Central Station Supervision is required per UFC 10.310. 5. Hose stations are required. (Plans must be submitted to the Fire Marshal for approval prior to installation.) (City Ordinance #1141) 6. Fire hydrants are required as detailed in City Ordinance #729. 7. This office is to be contacted to witness flushing of underground piping and 200 psi pressure tests on all sprinkler system piping. (NFPA 13, 1 -10.2) 8. Protective guard posts or curbs are required around all gas meters, electrical transformers, sprinkler valves and hydrants. Posts and curbs are to be painted yellow. (City Ordinance #729) 9. Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) All electrical wiring is to be inspected by the State Electrical Inspector, Washington State Department of Labor & Industries. 10. All interior wall covering materials shall be fire - resistive or shall be treated to be fire - resistive, so as to result in a flame- spread rating as required by UFC Appendix VI -C tables 42A and 42B. A certificate of the flame spread rating is required to be delivered to the Tukwila Fire Department. (UBC 4204) 11. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 10.208) 12. Fire lane designation required per City Ordinance #1110 and Uniform Fire Code Section 10.207. City of Tukwila Fire Department, 444 Andover Park East, Tukwila, Washington 98188 (206) 575-4404 •h City of Tukwila Fire Department Page number 3 Gary. VanDusen Mayor Hubert H. Crawley Fire Chief '13. All hydrants and all surface. access roads shall be installed and made serviceable prior to and during the time of construction (UFC 10:301) 14. An approved fire alarm system is required per City Ordinance #1327. An approved automatic sprinkler system may be installed in lieu of a fire alarm system. (Plans must be submitted to the Fire Prevention Bureau for approval prior to installation.) (Remote teller station) Local UL Central Station supervision is required. (City Ordinance #1327) Yours truly, _a/4 The Tukwila Fire Prevention Bureau cc: T.F.D. ".File slj. City of Tukwila Fire Department, 444 Andover Park East, Tukwila, Washington 98188 (206) 575 -4404 CITY OF TUKWILA . Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 Control # N.1 10 Valuation Plan Check Fee Receipt # BUILDING PERMIT APPLICATION (Please Print) • Describe wor to be done 11\\J &1eSVUGT1Q11/4-1 frA • 22t IV'R.. O. I�i13 � -t- o o o /-�-n do v.er f1/ Gve..s 1 A Site Address on lk r KA 61- Suite # Tenant // Assessors Account # Valuation of Construction 1pf 14c:9,69 Building Used _ Type. of Construction\/ -t OjSLWJcc. Group Grading: Fill cubic yards Cut cubic yards Property Owner M (O 6/¼L4 Phone # ..575 -3Za0 Address (oIo O(J M 1 pKttr T (1UL , Kok • Zip '3/5 ( 8 Applicant_£ I ' l) NK(3 p Address MO D L ► 1 I. Lit Zip 16188 Architect /Engineer 0 Uk'1 -t-k1\ k, PXACI,,(04:rr r Phone # Phone # j75 3Z( Address l&O Contractor Address Zip "Y,MG License l %Gp % ' 1511(45 Phone # 575-S'.(r) zip ',,A lee) I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. Applicant /Authorized Agent (signature) Date 6-- ?..Q• &(C) OFFICE USE ONLY FEES: Building Permit Fee (000/322.100) $ , C) Receipt# :" 6,M Date Paid `J; )f& Plan Check Fee (000/345.830) , 0 Receipt# Date Paid Bldg Code Sur Charge (000/386.904) .50 Receipt# Date Paid Energy Sur Charge* (000/386.907) /5,00 Receipt# Date Paid Other ( ) Receipt# rr Date Paid *New construct'on only TOTALG(0.5D (OWES: $ ) SQUARE FOOTAGE /BUILDING USE INFORMATION Square Foot (le of Entir Building; FLOOR USE'Occ Tye SC4.FT. UGC L D USE /Occ Type SQ.FT. OCC LOAD. USE /Occ Tyo SO.FT.jnAn OCC TOTAL SQ.FT. TOTAL OCC. ht i f CP 13- ,, / / 5 5 [ . ?J-i ci O CR A -a /r q.5() , C � � ; /2 5 TOTAL ;21/ j '%L: _ a-7,1, /05 2-7-A TRACKING DEPT. DATE IN [SATE OUT COMMENTS BLDG ' 7'J5 1(.,y 1 96' Approved for Issuance �v Type of Const. 1 -p To Mahan: - ,20`$(J Date Approved: ,;15 i FIRE 1 i -2 9 w ' '7 -JO -SS(� _� Approved Initials) Per letter dated '7 1Gl � j PP p Fire Protection: .54 Sprinklers , e, Approved; (I ni.ti a1 s) /'�.�',. ` ❑ Detectors • BAR [� LAND USE /SEPA CONDITIONS PLNG /� ' 2 ^� 1j (7 % .,`Parking Zoning (({k _« - Setbacks: N S E W Parking stalls required for: Site Tenant Space stalls provided: Site Tenant Space ADDITIONAL PARKING STALLS REQUIRED: PWD ` 'r -Z1) 4'44 Approved (Initials) Per letter /plans dated `'agi,(J CA:.-A.Ii A. • 1. 1YItuii co . • :IR7pC 1271 erAIR 14.11 G0g��f--�l f I r !07I GePfer!W ft v.,irrir .6,111.1nrer #111/ `-fi - "P\ -Z.. ST�I r‘e- 011 f 'itA rI Asi •s',Ac s R 1 9!:-.9.f,7. > 'bV ot- d 67' " if7 a 4.� 3.f�'o� tci.31 '112 ..e 2zi 1% you oicall 1.414g/41-W12 ZUW WAS ABv W/ Ian .� T4L1-7'1 N11romalweilliMOSC00432 ola11Y121 axlw61.0•11 l.&+V X�eST. 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DATED rEBRUAPN' .` 24 , 19136 ALL FOOTINGS ANA SLAB ON GRADE 'ARE? TO 3T:AR ON A, MINIMUM'()F 2 F'r'r1' OF COM AC'rrp STRUCTURAL FILL COMPACTED 10 §5% OF ITS MA;(It1(J 1 DT:NSITY IN ACCORDAMCF,. T!JT'i ASTm' D 41557. EXTERIOR FOOTrNGS ARE TO BEAR- A MINIMUM OF 1' -6'' ,BELOW GRADE. SEE 'ABOVE'. Sii'tLS REPORT CONCRR' E f'cm4(1 PRCCASI' IN. t`' c: 3000 00 1PSI 'S I' FOR FOR ALL OTHER .F CONSCRrTr :ULTIMATE STRENGTH DEBT OF MATERTALS SHALL BE CAN lsC PLACID tJbT }1t2UT' 3/4 CHAMrCR ALL -EXPOS CURING SHALL -fit USED. VOLUME. ' 9 c;') TYI , r & >f / /- " pL //V T' is N cols til ver.,eT. 10'5 T/e.5 JOitv7 'L.O( FT ;.i"x.) Pe/ 1<:;)Ni • T -;,c0/1.)7- /(7)1N TE)G- JE_.LE.r.. GN !METHOD ,USED MIXING AND 'PLACING. O?' ALL CONCRETi:' AND S1 LT?C'! ON <; SUCH AS. 70 POR ORD. UC J A S DFENRS' ' '3ORKABLE 11Ix H •4R '' "AX. 1l ►1SL U*+TP IA'TTJ IFIII?C. 13 UC R GA T ON EX F StURFA'; I1AT':R. ADMIYTIR; ST?T?' SP CS. Tall CONCRETE EDGES UNL ESS 'INDICATED RON ARC }. "y0,Y(S, 'AIR :NTRATN CONCRETE EXPOSED TO 'FEATHER f ITH 39 TO '°.69' AIR 3V REINFORCING STEEL .,) EXCEPT, FPQNAI;. I. TI3F. NT�Si. ABC�nI�OWCLS�S( iAI: L�BEEGRADER '40p(fCR413S00fJ�I�ST`1 , 'L; 60(fy=6O;000 PSI l r "8 A C y =4 P OON1'INPJOTJS .' , a REINFORCJNG BARS "3U BAR' DIAMETERS, P7" MINIMUM ;T�NI I;4S .,1140I6-TED,' OTHER WISE. CfRMFR' BARS (:I.' / ",,BENb) WILL, BE PROVIDED FOR ALL HORIZONTAL : REINFORCiSMENT. DT/TFATL STF.F.. 'iN , -` r " y , s.;. ' , LING REINFORCED' .RCT'D' CO*'TCRT:TE b, S7 FWCTUR1 S" WE DED I' . ,., , L, DIRE FABRIC (jJ1+F) TO CQN9ORM i�Tl�'�fTTAS'fi•I al.Ti5 „�TtF.'iNFO!?(;I1~!r '44)61/$ Y) A ORnPNGt .WITH ACT MANUAL OF:STA.TJD` :STANDARD, P'RAC'CIC, COMPLY WITH STANDARD 'AEI HOOKS. COVER TO. MATH R!iIT�PORCCMnNT TO BF. s, . BOT'LQ'1 O>+, `FOOTINGS ... ` .. . .:.f.:'.. .... , . 3 INCHES 'FORMED 'SURFACES-- WEAIMER 'ft' EARTH IACI3:.:.....4 -1,/2 INC!It.s -I NT1 R'tOit ' I ACE......'..... `. `... 3!4 INCHES y' „ AI.L I,tELDED REBAR 70 BE�U$�IT. MILL !! �AI?�RCOA�'ST�'CS T4'WY NG �r..F`' WI1tt MISC. CONTENT y.�35,G. R'n '''" Tl INPF .ARBON ISC STT:FL: SHOP,: DWC:S FOLLOW "RFCOMMEA�T`D PRACTICES I`iZ WELDING RNZI�>:CRCI'TG 5'fFF,I:, METAL : INSERTS & CONNECTT�bNS 1N RL''INFt1RCEU ` C(3NCR' TT'f +3'()T9STRUCT/ION" BjI,; T }3F A?`TT'RI C A *T TT�?LIrT1 ; ELECTRODES (A {JSrI)ESIGNADTING AHA1lL BCTBY CERTIFIED WrLbT:RS. 1l'Sr F' RESII _LOT H°DRfCPN' • F7f\X. OCI, A . ti M DESIGNATION • A233)`. Br ?NAS IN`RRBAR �O 13T? 'J' LI1F0 SHALL • NOT BE CLO$ER THAN 4" 'I'0 WELD. ST CTURAL`STEEL... SHALL co CFO 1M 1 o ' THE Ft LLQ 01 NG' STANDARDS S.. `1UCTU{tAL STEEL ASTM A-:36. (UST-436,000 PSI) z ., TUBE COLUMNS • -- ASTM''A 5OO ' GRAD'. B CONCRETE A}'1CHOR STUDS: '�' ASTM 'lO8- -5$T' (fy=50,000 F.SI) ANCHOR LTS BO ASTM A307 , .B . �IxLnAlL.n L csS b y." R ST E EEL A S . M ,O QO ..R R,•1s u DESTGN , ,F ABrR C TION 'AN D . I'RECION 'SHALL BP fN ACCORDANCE' WITH -,TiF LAT E ST !n TW . ST TT, 7?, F3 ; QT.O.FF O TR'., I F "AISC ECIRICATIO TO DES ION , ;'FABRICATION ;AND 3RHCTION rOF STRUCTURAL . w S114 CO NFORM TO .AjJS G D S A RCAND;GAS IN„, % .O' O BE'. 4 , " UNLESS :OTIERWISE,: NOTED..` r1'LDrZNG Et FtTO SHALL B7OX C CROb OR il*AL STxrLD METAL'ARC E ING QR 11iiI. LECTROiiE., FOR OTHER WELDING ROCESSES . • ALT, STEEL MEMBERS .,. . ` SHALL ' BE GYVEW'ONE SST #OP ' C0AT ,, 'OF APPROVED PAINT. MISCELLANEOUS STEEL, MISC STEEL'- SIIALL CONFORM TO ASTM A736', (fy- 36,,3(0). *WT:LDS ,NOT '.SPECIFTED" SHALL, BT; 1! -CONTINUOUS' FILLET MIN. ALL WELDS TO BE BY WABO CERTIFIED :'WEI.DERS . '.USE -FRESH , E7n ELECTRODES': ; EMBEDMENT '1 OR A CIlOR4�130LTS P It Ul3(' TABLE 26 G PARABOL +S' T1I'fII •'DFST(:N VAT�1J' S, PER IC?#0 RECOMMENDATIONS EQUI- VALENT TO AhG;'GR BOLTS''MAY BE' 1}S ED T "1�STEAD yOF ANCHOR "Byt)IsTS, INSTALLATION TO CONFORM WITH °••ICBO 'APPROVAL'OF'..bONCRETE ANCHORS USED. , •STRUCTI3�.L '`S TEEL'w;BOT,'T,ING. ` Tt1LL BOLTS S' {PLL BEr/ASTM A325N BOLTS tUNLESS„ NOTE)) ALI. A32SN BOLTS TO BF TI(;}I1'ENfir) .`TO 707 OF '!#HEIR 'T,ENSILE: STRENGTII 7N A(,C( 'DANCE WITH AI SC 1.'23 5' (TU)i.N OF 'TI {i' ;II T MT•TTIPD) . t'ISIIAL EVIDENCE • OF SOLID SEATING 7bF CONNECTED PARTS •''AND 01' 4R NCH IMPACTING TO ASSP.TRF NUI S HHAVE 'BEEN TIi:Ii'I'ENED'UFFI'CTENTLYi Is CONSIDERI'D 'ADEQUATE ` INSPECTION F , ROOF AND' 'FLOOR`' STEEI , JOlSTS, STEEL 'J01STS SHALL BE OPEN YJEB REQUIR,EIMFNTS, OF - TUr STEEL ",TOIST INSTI 'U"f>; t. STANDARD •FOR K"2.4' Eli'' y... ,OOO'1'SI) .'''ROOP.'JOS�'S `SHALL,BE °`.1)FStGNRn ry` �,���„ SEI2TES. {f. 50 � , . «nJ � rr � :., 1'JR A MIN ,LIVE LOAD QF 25;:PSF I?LUS UI'AD,LOAD OF 15;,;PSP 1'4111C1i INCLUDES W OF JOIST. .;'FLOOR: JOISTS . SHALL BE} DESIGNED 'FOR w`A' MTNIljT1y'LYVr i3OAD OF.:.100 'Ps p, PLUS'DJ?AD'LOA!) ()} 53 DESIGN ,LOADS ,'1•IHXLHEVTrR '•S.GREAi'ER.'• "'COORDINATE LOCATLON'O1$ MECHANICAI,'ANT) Q .,... , ' � ,, ,... , �i T iT E' LOAD �)LEC'TRICAL.>a "EQUIPMENT �5t1PPOItTCD FRO,I ,1200E" `A�b ' FLOORS 'AND TNCLUD...` ", S IN -STJ'1'L, °JOIS'(' 'DESIGN. : ,,WELD ioI,Sts :110:2'. BEAMS OR,GIRDLIt, JOISTS °;IJITI}n 1: /$r' FILL! T �'1- 112 ". LONG • FA( 1i SII)JI OF : JOIST. CHORD,,;UNLI:SS ' OTIIERWI.SE NOTED. PROVIDE'BRIDOTNO: AS "°�R'.:QUIRE'D''BY, JOIST 1ANfJFACTiRFR. C1 /. /c:' � Mph./ " s.:, JOIST;'GIRDERS JOIST GIRDERS •ArROOF`'SHA,LLr. EN DESICNPDp FOR ABOVE ROb,F TOADS PLUS WEIt;HT '()F.,JfiIST f 1RD! R. LOADT1 ` E'i DESIGNED FOR A = LI=VE.''!, Ot-tU O) 50 PSF ;PLUS }`73 ' T'SF Di AD ANURGIRDER ;WEIGH TS OR }'LOADS NOTED wmONr PLAN, :!Z1Ii'[CHEVER ;IS?GYREATER. ;#,EVE • LOAD ,:; • . REDUCTIONS'; "MAY BE APPLIED .TO JOIST "GIRDERS ;;()NL JOIST;MATT REAL S11ALL'''',HAVE. A -MI11 rY`LELD' STRENGTH ._ 3O H :ROOF. AND 'POOR . .S " T!' ' • TIj.E s � . •' � JOIST ALIGNMENTC1HITTING``ON T,IIC V1.RITCAL WEBaFfm8ERS Z INSTALL MANUI•ACTUATR S TITH , R 'SPECIFICATIONS. ;': PROVIDE'BOTTOM:CIiORI)BRACI!;G AS RFQUIRr1) BY GIRDER`I∎IANUFACTURER , • CK3SIIAL ;BE 22 ; GA. 'GAIN. TYP1 1ISB -36 MI.N PRO idIO.S SHALL' .BE .I�.153 Sa .209 AND SHALL x ∎ ROOb 'DECK � I, ' w . , "CONFORM t .1'0.' AS f.l A44 6, - ;GRe1D1;� A 'AMTS ASTi�f 'A52v� ,'� G6O ..,t;T,►tLn„ ROOF ,b'?CK AS 'TN`I r1TD'''ON .PL N 1 D T A �, ,, �..,C I'L�IO�i';'DECI:SiTAI:,.. F:`:�22":GA, CaALV 'C- '5 /�h''r.F0Ft�1..]11;GK. '•`}?RnPF.RTIES ``SHALL '13r " f3.117: I N 5� , 7 T N3' WELD" .. / „ . , OEL P,E ' S1ICF1 ". lti. „ jJ .LD TO I�IT•(i 1, 2 0, c PUDDLE. {FEEDS 4 PER " rr.:' <• • — :IFS. 1\1('' , CPIs" 77.<1 =TC ' P"--/F4'(-1-15C- S....i< /N n G Jr:' FiJT /N/J/CF4Tt '1.) ON 'FI;3,ti/' Fri -HIV ' PRECAST, WALLS w , • PA\EL LIFTIN(,'STAESSE'S ARC 'CO BE' CTI'ECKTr) Bt COVTRACTOR AND IIF, • SHALE PROVIDE Rr,,INN'Ft?,RCING r „` A QQ 1 .ri..x r !' -;O w ..KF, ` : , .SF STRONG- STCFL S RE UI)iLIl 'FOIL -HIS IiCTIIOD OF HANDLING ATJD� P1` C'.IO'V OF R1i,CA7T;� PANRI..S, i{ -BA 1(S':As R'i:... •. ' `C , Q,fIIRCD .AT�. EXCcSS'r1 L PANEL OPENZXt,S. CtlI3TINUtiUS'GRO'U..: BEITdEEN,Pi1NrLS ,'ANT) FOO'1'ZNGS•' TO•.BE ANON- SHRINKTNG';TYPE. `' ., ♦f D �f •, `':GANG., SL.r-)7 oN 4" C7AZ/9 !.Z,.' F=14 LA//' C, x.`cc, ` 1 //. q- is 1-\/ 1.4 %1. 1/ !`•'7. 7-0 P. Off" 1:7;4.-Z1/. SPECIAL`'.CON!)ITIONS ' NG'.'AND T S DU�R]`NG' CONSTRUCTION. C(?N rT2AC'i OR SHAT L; NOti . `ENGINEER • • 01 f,AJ L F ELU CItATOLrS 1 PRI'ORMTO '(NS'TALLATTON . ' CONCRE'I> '' F(9R :,PRECAST WALT S ;.,. SHOP .DRAWINGS :FABRICATI,ON FOR PRECAS T:.' PANT'L `LAYOUT DWGS , REI:VlEORCI NC S�. R-t:, R L k ' SUBMIT' ONF`:SF1 OF SFPIAS AND ONE 'SET "P): PRINTS .OF SHOP = DWGS �'Qft APP tOVAL ''PRIOR T (S TET?L,;'S'�tUCTURAL STEEL., �1iSC. STEEL, MISC. E tBEDDED -ITEMS';AND`- .STEEL °.JOTS.T AND :`JOI,ST GIRDERS. Y? NSPECTIONS; A' C d'T0+ BF PER., UBC`SiCTION '305 `AND 306's,' ' ARE i(S `BC BY Ati 1NDFPF2�I)A.NT #. TEST, :G. LAB, APPROVE;b PRIOR TO:STAR'tINC.'t;ONSTRUCT Tjl%E DEPT ::& ARC!# INSP?:CT;'I ,.. . IO�I` B� ' *I�irD[y REPORTS ARE`1') •BE,SENT.'f0 FILE' BLDG DFPC t,NGtNFi:R,',MCl3Irt;G't OUNDAT CON $OILS 1 '�GINI I'R IS TA `INSPECT ALL FOOTS h'G FXCAVM IONS PRIOR TO PLACING FOOTING FORMS Tb VBRIFY PRbi'FR •'1iKtUING S'lRATtJi,t. DETEItMIT3); OP,TI UN CONCIiCs`1'E REINFORCING: CHECK' FOR °1IGQUIRE5 COVER , STRUCT 1ItAI:: •'VERIFY A[1,.'S1PEL EI?'gC1ED PR PLANS ANI' (IELDS, ARii O#?` GOOD''(U!ALTTY aRLDING , DENSITY ,'S 'T�,K COMPACTION < '1 S`IS-15F S'Il'BGR; i )J' 1111. PL'ACflIWNT, T1403. 'CONCRC Tr , C'1'LINDCItS tur'R ',1155, .Vi.itIFY SLUMP i/ERXFY ALL:: RFLNFORCINC IS I?LACEf IN ACC ORJ)ANCE .WITH APP tOVEIl PLANS .' ' MFan.1'G S /,.4 ;: 4,' : 'F C7 AlOr .. w' E �, �A T /C:h,/S ..../-i'GitN✓ TNU.5. r✓ ) i s 7-'TOi4'7 . F 7O/' . O/ L./t-) Ee ,O 7U/" -') z ' :fir; Lti/, TOP 1 . 6 : "s. PV, is 'tea .5. i-ti1 /3 G7 . . I`'7 ..5.."/:Z..407,7 WJRLDT NO \ D Oki) ' IN ACCORDANCEfWITH' :Ti1E`UBC SECTVTO�t" 0.6." • ; f- ...\(TE' T 1r N N O M CStA TCAi� A, D BLI.`sCTRIGt1ixIRAD>rS .ONTRAC 'OR SHALL' SUBNI NS SHOWING `L0CAtION ,M LOAD ;AND% +A\('T1C3,2AGF, OF ALL .MANGERS SU ,R11 NC ''ANY' MECHANICAL', . FLI;CTRI.CAL,' PLUMBI G ,OR SP, R117RT;FR 'LOADS T.i� EXC' S5 O 50 ' POUNDS ROOD i'OUNTFD ;iQUIPMENT 'SHALT.. '-' C ANCLIiDiD IN ;'HESE 'PLANS AND: SHALL; SI1fStJ LOADS AN,1 LOCATION THESE'. 'PLANS ` SIIALL'`BE S tt MI'C11hn `'IO ENC:INEMBS ' N()RTIIWEST, ;INC. , FOR !P'ROVAL'T'RIOR • rl Fli:ii'0RS'ANY OF '" i IS U Pi�11;NT 'r MKCIIAN I CAI to P;1"IEI'i''P' Sii'AI L Not 7'O INSTAI LA T' NQ I FROM 2x4 ST t -DO" ANk - FLOOR STEEL JOISTS. 1 CON T�?W', U I F$AU BRI CATOCAiC3 I ULATIONGS TiO ' S C ts »I �' -' s AGN, S D 1 1 0 A VE tiG Si I N A FIPRS. Q F,� OR: +pf S3 i:. 'ENGINEER. �H, :EisN�G . . OPN R I`„OS4 tR . .. {/. .a .•k:•, 1'. A.n i •.. , . ilk -..a C.•r, -. ,.d ^.. S . ? .. _ BERING PADS: P.C. SPANDRELS ' .� ,; Vaigirriak ROHM:ta$'E ''AD$,TO'BE se'11.1ICK$ESS,. 80-9 DVRONETER HARDNESS; `. 750PSI MI i, ALLOW c R,E$S ION .; MANUFACTURED BY ALERT MANIk..; OR _ENGINEER APPROVED fSP%'1988J ) C re, Ot- . • rr NOWVIP.WW•Ar.wv 10%4., I1,11111 11111111111 III I! 1I!I!111111111111 !111!111111I!I!I!1111111 111�11!11'111!I!111111III 6" 37PRK/bRzt.. 24 L.:Ho & 26 L oe...c. z4 24 LHoe. 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Business Space Design 111 South Jackson' Seattle, Washington 98104 ROO 223- Interior Architecture Interior Design Planning 1•/P. J L .4\5 17. 1 Al I s . 0/4.110.1":, .. 1,L:: /rte 6c7 e 17E-vs-IL. 3 /tn MDF` . Wig FAPAtlitd 14 a; l'94,NeL• Sri - TO L t NorDs 4121friOr ----fir — . , t - J.. .. • P7° .. , +--:- --�... ... �� A I KX t/ ;fir L� . 441-eft H. VI) t.L4bT . rAe • For- . MouNTNer Vii` t . PT•.A lath /176K.- Date alecked Job No Approved �:�• -� .x ' f Ve it "` � ,,, ✓ 'iE les'°`,t 1 ! +"�1U , eolfC11040 ANo ►_x_ .?. )(:. J:x t.fl �M�M/�.w'rYVe.IreY+.wa�`r,w t�,..�•. n-, ':,r` RECEIVED an OF IUMNill4' JAN 6 1987 r t ,'i'PLIE. P 1c0 TY1° fa. .. t , 04v,, 11,611 1.1112. FAIL. 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SST :u e? t4ANC7lGi4P GVRre.,GUT • SHEET INDEX A -1 COVER SHEET C -1 SITE PLAN /CIVIL PLAN L -1 LANDSCAPE PLAN A -2 FLOOR PLAN A -3 BUILDING ELEVATIONS A -4 REFLECTED CEILING PLAN A -5 ROOF PLAN, DUMPSTER PLAN & REMOTE TELLER LOCATION A -6 FINISH AND DOOR SCHEDULE A -7 STAIR SECTION, ELEVATOR SECTION MISC. SECTIONS & DETAILS A -8 STAIR SECTION, MISC. SECTIONS & DETAILS A-9 DETA I LS S -1 FOUNDATION PLAN S -2 SECOND FLOOR & ROOF FRAMING PLANS S -3 ROOF SECTIONS S -4 FLOOR SECTIONS S -5 FOUNDATION SECTIONS 5 -6 PANEL CONNECTIONS S -7 PANEL ELEVATIONS S -8 PANEL ELEVATIONS S -9 TRASH ENCLOSURE & REMOTE TELLER LOCATION PLANS & ELEVATIONS CODE DATA BUILDING USE ZONING FIRE Z.ONE FIRE i- ROTECTION BUILDING GROSS FLOOR AREA BUILDING TYPE 8--2 BP None Automatic Sprinkler Monitored Smoke Alarm Monitored Sprinkler System V -N Spri nkl ered FILE COPY ► understand that the plan subject *u errors and a heck approvals are plans does not a � missions and approval of Adapted code • r arjze the ViOlatic:l Gf any cozy of a ordi ante, Receipt Apr - . pi of contractor's /i I (JA By......... to ........ 9?f? ........... ( .......... ...... Permit No CONSULTANTS ARCHITECTURAL STRUCTURAL MECHANICAL LANDSCAPE CIVIL LANCE MUELLER & ASSOCIATES 130 Lakeside, Suite 250 Seattle, Washington 98122 ENGINEERS NORTHWEST 6869 Woodlawn Ave. N.E. Seattle, Washington 98115 PLAN REVIEW FOR COMPLIANCE WITH THE FOLLOWING ORDINANCES ONLY S- 3 SUBJECT TO INTERPRETATIONS OF THE GOVERNING AUTHORITY, ERRORS, OMISSIONS AND INCONSISTENCIES. DATE IN4.! ittoi3Y /St .5 DATE OUT111.1 •v(,, MAHAN & SMITH, INC. 325 -2553 525 -7560 CITY OF TUI(?iij APPROVED SEP 9 1986 As NORD M.A.SEGALE, INC. George Craw or P.O. Box 88050 Tukwila, Washington 98188 RECEIVED CITY OF TUKWitA JAN 3 0 1987 swam° OEM; aW.fuN gort: vt' +YR4C6vtAot.gi'tliL"avxs.G4f wrier Qi1.'YNRly ede dioromor=trarrarrirwris. tff'ntsor elertWItc...%eut,!M4NlCrvrt4•Cf tit /A!rb,P:S?Y.rovx3vrmre.r4.0►,w�. �YTX.t:., .,n '.it SS,•,r+;.. . Lr ?;�.: :d?i:I:1�(f'%��•i'b'4�" rf' :'3 p :4' .0111,iNA'„ R11�"jJRiAG7yi!D'�k.:+fJN.it s r f.•?ur (r ...r.n+Awerwaw.o..w.,.......r . 1 tor* roterivevr, tad II�III�III�II iIIIIIIIIIIIITIIIIIIpIIIIII1IIIII1I1III1IiIJ IIIIII'I'I' 0 1 2 �F ire. 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( GENERAL NOTES :v'•:;�iki.�.s3i`E .:...'- ,'G{.. t :' •;'>'7es'::'` -` h:S..:: r3T; ..:'s'...` ;;,i.: .�.y{j',1 ..-_ � w��.« ;'�^t•K: u', +t3:;' ^� .r:� 1s L_T`'� : w'..::s' "�.. , c e Or- eL0,5 /-1e6- .5T,C7/ ,"e .. -� x � =Q" e- 24 G. C. 1_0. E 5TPIP JOIN/ 7- ce, 5,J F4.O PC C- 3'- Go ") (c,,l, l./, 1-7,) PEA; EON. P(_ �Nf c rgz /A/ (r•YPI c RL ) tt cc)riPACr t-E-K r t.t.J, .f TrC T. NOT ero 4n.1: et -1—J 0 � R a A5 a ot,* err:* `31 =7hJ�l JU!NT oR TAZ(- )1'- tet.-.i:r7 JO/NT p " C;� L,' /C: K <' �; /N. 7" tic=' rte. ; CON7", /�;CTOR. t-IFIY U5' ' „!; /AJ L /e:',i C)l� ( , J, 115. /Ni�:/Cr7r r;:) C7N ,=c,tv 'F'�'9N .`'` .GOr�,:l wr..fa o/_/ !/!/ s x Co Y'// X kV /. ¢ V\4 ln/- l�1. TOp.' o 5Gf?/5 • /4 /e1"---,=. F-�TU/" ) EEEI TEA TYF' C.. CAIN /i.lei EE • E� • 1. ,) . ,C.. F A T/ C:»' ./.� . 1 ,Ok^ /A-f 1qu.5 : / .) :9ft� .. ce T© /3c,77-c71--7 caF �-rc�. ,�/e �� TOP O/= TAY. ac 7°/ -..1G7 �C3CJTi „c7 ) e. ,G'/x ,cam =G�►'x 1 c ” 1 , rf . P o .4 -O x 4'. c " /' -q,. a_ x� , 6.J. Via% tir 5 C... l �,! rc P k----.421 7!;" x Z41- � �r r?• A' w :?. I� / TOP /0 �... / , or F . �,5'- cam" x 2c`►' /, r(t / `- �.r r3 . w ?ate L 1� i0't °3 L. 4�/. j r7 LIVE LOADS ROOF...25 PSI' SNOW (MECHANICAL EQUIPMENT AS NOTED) OFI'ICE FLOORS...50 PSF + 20 PSF •PARTIT(O S (DEAD LOAD) STAIRS, LOBBY '.CORRIDORS... 10(1 PSF tJI, ND, .. 80 MPH, EXPOSURE B cqz 1 , 4 SEISMit...ZONE 3 Za.7S K=1.33 FOUNDATION SOIL BEARING 2000 PSF PER REPORT BY CEOENCINEE!;S INCORPORATED, >. 291-04 r;AEED FEBRUARY 24, 1986. ALL FOOTINGS AND SLAB ON GRADE ARE TO BEAR ON A MIN-FROM Ot' 2 FREE OP Cfl PAC•rr:O STRUCTURAL FILL COMPACTED TO 95% OF ITS MAXIMUM Dr,N S1'J'E. IN ACCORDANCE NIP! Ac''''•+ D-1557. EXTERIOR FOOTINCS ARE TO BEAR A MINIMUM OF 1' -6" BELOIM GRAD`'. SEE ABOVE SOILS REPORT' FOR ADDITIONAL INFORMATION. CONCRETE f'c• =4000 PSI FOR PRECAST FINS. f 'A =3000 PSI FOR ALL OTHER CONCRETE . ULTIMATE STRENGTH DESIGN METHOD USED. MIXING AND PLACINC OF ALL CONCRETE AtED r. ,r, N OF MATERIALS Si1ALL BE SUCH AS TO PRODUCT: A DENSE WORKABLE ":T'( Writ 4" '4AXl "(T!'i ELIt"n' 0HICT3 CAN BE PLACED WITHOUT SE(RECATION OK EXCESS FREE SURFACE UAT'?R. FOR ADMIYEPRE SEP ,1 ?EEE. 3/4 CHATiFER ALL EXPOSED CONCRETE EDGES UNLESS INDICATED oT'I T11:1SE ON ARC!}. )'r:;S. TIATJ•'F CURING SHALL BE USED. AIR ENTRAItr .:,L CONCRETE EXPOSED TO WEATHER '11TH 3Y TO 6E ?`AIR I'I'"' VOLUME. REINFORCING STEEL ALL CONCRETE REINFORCING STEEL SiHALI. BE DEFORMED PER ASTM A61E• -78, CRAVE 60(Ey= 60,000 PSI EXCEPT ALL I3T;NT SLAB. DOWELS SHALL BE GRADE 40 (fy=40,OPO PSI). LAP CONE-1E1;0 GS REINFORCING BARS 30 TSAR DIAMETERS, 1'7" MINI }SUM UNLESS INDICATED OTHERWISE, r:(1T;uT;T' TSARS (1'7" BEND) WILL BE PROVIDED :'OR ALL HORIZONTAL REINFORCEMENT. DETAIL ST';%1. TN ' ACCORDANCE: WrTU "ACI MANUAL OF STANI)AR!) PRACTICE OF DETAILING ICT_INPORCrD CONCTZT:•rr. STRUCTURES ". WELDED WIRE FABRIC (WWF) TO CONFORM W1TiH ASTM A185. R' INFORC G 9(1'S TO COMPLY WITH STANDARD ACI HOOKS. COVER TO MAIN REINFORCEMENT TO BE: BOTTOM OF FOOTINGS 3 INCiiES FORMED SURFACES-- WEATiIER & EARTH PACT: i -I.12 INC!H?S --- INTIERI()R ''ACE 3.'4 INCITES REAR WELDING ALL WELDED REBAR TO BE GRADE 40 (£y- 40,000 PSI), FINLESS INDICATED OTH!ER'1IS'E. "AX. CARBON CONTENT .35%. SUBMIT MILL CERTIFICATE SHOWING REBAR METIICAL CONTENTS TO ENGINEER WITH !•IISC. STEEL SHOP DWGS. FOLi.OW • "RECOMMENDED PRACTICES FOR WELDING REINFORCING STEEL, METAL INSERTS & CONNECTIONS IN R!?IN•trORCED CONCRETE CONSTRUCTION" BY THE AM?RICAN '"LD't1•TG SOCIETY. ALL REBAR WELDING SHALL BE BY CERTIFIED WELDERS. EUSE FRESH LON !E °D)Ft(?(,EN '^:7OXX ELECTRODES (AWS DESIGNATION A5.1. AST;! DESIGNATION A233) . BENDS IN REBAR To T3F T1'ELDT',D SHALL NOT BE CLOSER THAN 4" TO WELD. STRUCTURAL STEEL, S'}IIALL f,ONFOI N TO THE FOLLONI NC; STANDARDS: STRUCTURAL STEEL - ASTM A-36 (f y =36, 00() PSI) TUBE COLUMNS - ASTM A- 500, GRADE 13 CONCRETE ANCHOR STUDS - ASTM 108 -58T (fy= 50,000 PSI ANCHOR BOLTS ASTM A307 ALL OILIER STEEL - ASTM A -36 (fy= 36,000 PSI) DESIGN, FA3RICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE "AJSC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS ". ALL WELDING SHALL CONFORM TO THE AWS CODES FOR ARC AND GAS 1•T''LD1.MG IN I3UTLDING CONSTRUCTION . ALL WELDS SHALL BE 1/4" MIN. UNLESS OTHERWISE NOTED. IRELDING ELECTRODES SHALL BE E7OXX ELECTRODES FOR !MANUAL SHIELDED METAL -ARC WELDING OR FQ1rAL ELEC'T'RODE FOR OTHER WELDIN(; PROCESSES. ALL STEEL MEMBERS 5i1ALL BE GIVEN ON!? SOP COAT OF APPROVED PAINT. fo :.3 MISCELLANEOUS STEEL .1ISC. STEEL SHALL CONFORM TO ASTM A -36 (fy =36,000). WELDS NOT SPECIFIED SHALL, BE 114" CON'T'INUOUS FILLET MIN. ALL WELDS TO BE BY WABO CERTIFIED WELDERS. USE FRESH 1:70 ELECTRODES. MISC. HANGERS TO BE SIMPSON OR ICBO APPROVED EQUAL. ALL HANGER HOLES ARE TO BE NAILED PER MANUFACTURER'S NAIL SCHEDULE, UNLESS INDICATED OTHERWISE. PROVIDE MIN. EMBEDMENT FOR ANCHOR BOLTS PER UBC TABLE 26 -G. PARAI3OLTS WITH DESIGN. VALUES PER 'C30 RECOMMENDATIONS EQUIVALENT TO ANCHOR BOLTS • MAY BE USED INSTEAD OF ANCHOR BOLTS. INSTALLATION TO CONFORM WITI1 TCBO APPROVAL OF CONCRETE A_NCiiORS USED. STRUCTURAL STEEL BOLTING • ALL BOLTS SHALL BE AST.! A325N BOLTS UNLESS NOTED. ALL A325N T3(M,TS TO BE TIGHTEN''D TO '7O% OF THEIR TENSILE STRENGTH EN ACCORDANCE WITH ATSC 1.23.5 (TURN OF THE NUT MET11OI)).. VISUAL EVIDENCE OF SOLID SEA'T'ING OF CONNECTED PARTS AND OF WRENCH IMPACTING TO ASSURE .. NUTS HAVE BEEN TIGHTENED SUFFICIENTLY TS CONSIDERED ADEQUATE INSPECTION. • ROOF AND FLOOR STEEL JOISTS STEEL JOISTS SHALL BE OPEN WEB TYPE AND SHALL CONFORM TO REQUIREMENTS OF T!EF STEEL *JOTS''` INSTITUTE STANDARD FOR "H" & ';LIT" SERIES (fy=50,000 PSI). ROOF JOISTS SHALL BE DESIGNED FOR A 141.N. LIVE LOAD Off' 25 PSF PLUS DEAD LOAD OF 15 PSF WHICH INCLUDES I•TT. OF JOIST. FLOOR JOISTS SHALT, BE DESIGNED FOR A M1NTi•iUk +: L1VE LOAD OF 100 PSI? PLUS DEAL) LOAD OF 53 PSF 011; DESIGN LOADS, WHICHEVER IS GREATER. COORDINATE LOCATION OF MECHANICAL ANn ELECTRICAL EQUIPMENT SUPPORTED FROM ROOF AND FLOORS AND INCLUDT:. LOADS IN STEEL TOT.ST DESIGN. WELD JOISTS TO BEAMS OR GIRDEER JOISTS WITH 1!8" FILLET 1 -1/2" LONG EACTI STDE OF JO EST:,CHORIP.,,IJN R.. "_OTHEIt1JI E NOQIJL...- 2,RUV(Dr_BR DGING�AS.• i:tUI J:D BY JOIST MANUFACTURER. JOIST GIRDERS �`-.., -, -., - JOTST .GIRDERS AT ROOF SHALL BE DESIGNED FOR ABOVE. ROOF LOADS PLUS iWEIGHT, O1 JOIST .GIRDER. JOIST GIRDERS AT FLOORS SHALL BF DESIGNED FOR A LIVE TOAD OF SO PSF PLUS 73 PEP' DEAD ' TOAD AND GIRDER WEIGHT OR LOADS NOTED ON PLAN, WHICHEVER IS GREATER, • . LIVE LOAD REDUCTIONS MAY BE APPLIED TO JOIST GIRDERS ONLY. JOIST MATERIAL SHALL HAVE A MIN: YIELD`' STRENGTH OF 50.(100 PSI. BOTH ROOF AND FLOOR JOIST GIRDERS ARE TO BE FABRICATED T•IITR THE JOIST ALIGNMENT HITTING ON THE VERTICAL WEB Mi;MBERS. INVSTALI. PER MANUFACTURER'S SPECIFICATIONS. PROVIDE BOTTOM CHORD BRACING AS REQUIRED BY GIRDER MANUFACTURER. • . • 1 STEEL DECK ROOF DI >CK3SHALL BE 22 GA. GALV. TYPE IISB -36. MIN. PROPERTIES SHALL BE IR.1R3 IN!', S=.209 IN AND SHALL CONFORM TO ASTM A446, GRADE A AND ASTM A525, G60. I•TELD ROOF . DECK AS INDICATED ON ?LET. FLOOR DECK SHALL BE 22 GA. EALV. I -5116" FORM DECK. PROPERTIES SHALL BE I =.117 IN , S =.167 1N WELD TO SUPPORTS WITH 1'2" °IA PUDDLE WELDS 4 PER SHEET, PRECAST WALLS PANEL LIFTING STRESSES ARE TO BE: CHECKED BY CONTRACTOR AND HE SHALL, PROVIDE, REINFORCING STEEL AS REQUIRED FOR HIS METHOD OF HANDI.INC AND., ERECTION OF PRECAST PANi.LS. TNSTF. STRONG- BACKS AS REQUIRED AT EXCESSIVE PANEL OPENINGS. .CONTINUOUS (;ROUT BETWEEN PANELS AND FOOTINCS 7'O BE ANON-SHRINKING TYPE:. • SPECIAL CONDITIONS CONSTR,AC'TOR SHALL- VERIFY ALL DIMENSIONS TN FIELD ANI) SHALL PROVIDE ADEQUATE Sll()R1.NC AND BRACING OF ALL STRUCTURAL MEMBERS ' DURTNC CONSTPUCTION. CONTRACTOR. SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. CONCRETE FOR PRECAST WALLS SHALL BE SUPERV .S ED. SHOP DRAWINGS SUBMIT ONE SET OF SEPIAS AND ONE SET OF PRINTS OF SHOP DWGS. FOR APPROVAL PRIOR TO FABRICA`T'ION FOR: PRECAST PANEL LAYOUT DWGS, REINFORCING STEEL, STRUCTURAL STEEL, MISC. STEEL., MISC. EMBEDDED ITEMS AND STI #EL JOIST AND J01.S'?' GIRDERS. INSPECTIONS INSPECTIONS ARE TO BE PEJ( uBC SECTi:ON 305 AND 306 & ARE 7'O BE BY AN INDEPENDENT TESTING E.A13 APPROVED PRIOR TO STARTING CONSTRUCTION BY 'PIUE BLDG. DEPT. 6 ARCH. INSPECTION REPORTS ARE TO BE SENT TO THE BF,uG. DEPT, ENGINEER, ARCHITECT & OWNER. FOUNDATION: SOILS ENGINEER TS 'r0 INSPECT ALL FOOTING EXCAVATIONS PRIOR TO PLACING FOOTING FORMS TO VERIFY PROPER DEARTN; STRATUM. DETERMINE OPTI"1Ut DENSITY & TAKE COMPACTION TESTS OF SUICRAD!: 1'ILI:. PLACEMENT. TAKE CONCRETE CYLINDERS DER TjjsC EECTlON 30E. N ;! TFY SLUMP. VERIFY ALL R1sTNFORCIN(; IS PLACED IN ACCORDANCE '4TH APPROVE:) PLANS. CHECK FOR REQUIRED COVER. VERIFY ALL STEEL ERECTED PER PLANS AND NEEDS ARE OF GOOD (>I'ALTTY, ALL FI ELI) WELDING AND SHOP WELDING TO BE CONTINUOUSLY INSPECTED TN ACCORDANCE WITH THE UBC SECTION 306. CONCRETE: REINFORCING: STRUCTURAL, : WELDING: NOT NOTE TO MECHANICAL AND ELEL:T'RT CAL TRADES ' FONT Ai :•r0'-: SHALL SUBMIT PLANS SNOWING LOCATION, LOAD AND ANCUORAGI: OF ALL HANGERS. SUPPORTING ANY MECHANICAL, ELECTRICAL, PLUMBING OR S}'R1NY,LER TOADS IN EXCESS OF SO POUNDS ANY ROOF MOUNTED EQUIPMENT SIEALI. BE INCLUDED IN T1IF:SE PLANS AND SHALL SNOW LOADS AND LOCA'T'ION. THESE PLANS SHALL BE SUBMITTED TO ENGINEERS NORTHWEST, INC. FOR APPROVAL PRIOR TO INSTALLATION OF ANY OF TILTS EQUIPMENT. M!.CUANTCAI, EQUIPMENT SHALL NOT BE SiTPPORTE1) FROM 2x!s S1 T F FENCERS . ROOF AND FLOOR $TEFL JOISTS CONTI i1 1 . SOORIT "J6T3 'f8 "t "" 'AL' I< r DRAWINGS' TO ENGINEERS 1 O Ti ►�.ST• # iOJ 7Q. A$RICATI:GN; CALC1i�,ATIONS TO SHOW OESIGN LOADS AND. HAVE': STAt O' AS 4I;NST0t STATE. ENGINE' S. la X CITY OF TUKWILA APPROVED SEP 9 1986 AS NOTED itrvi QHY{ST P1 AN `•iEti!E.V: Fr„' COMPLi,NCF MTH THE FOL LOWING ORDINANCES ONLY Sl)F3.!ECT TO INTO P ETATIC NS OF THE GO'VE2N'•N( a `it) TV, ERRORS, OMISSIONS I.ND INCONSISTENCIES. • n DATE IN (o' i1's:. <zy 3 c(_.:.,.. DATE ou-r ,�, MAHAN & SMITH. 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IAMERO APPL-10,46L,g 111 • 5_ 6 7 8 . 9 1.0 11 )1A(,(IPlC,IMANY 12 x p\i/ xt.5 x 2-i- cD" @ .5"C-7A. /.2." c?c, 2.- /k2.1'<6 e. -57-" C7A. offf:vg 1,9 /LI )--PZ.. 1 JI SUB 1SX.7-Z " 1--/:4(.0` TACK Ah.S/,-/-:.) ro 7Z /5 •fi A./.1.1 07C-7 •C 4- --L Z/2_ x Y4- kw se. ti.e, (Dv 0111111W T • • hae_. CITY OF T9KWILA APPRnVED SEP 9 1986 As NOIED .1; • '1 r.,//A.7'...e/f..rttrr.?;7.31)7•4•• ffrt 5./Y4 Jt.J.,../.040..titIrtrr.A...t4,4ANVINPleasrAMADIVA.11.5•14)11141\XV/Y11.1P110.424M/PORKrIP oa••••• • of• • CA &CAW. A. • 11.. CO, 1111613111ZEISIENIVEMENIEEMEITEEM INNEIMEMMINIBIl 1 Ed 1 1 1 1 1 1 1 L " 1 1 1 1 1 1 1 -REINF. SAME /45 63gt-OW • - 1 1 1 1 1 1 1 1 1 FA 1 a a [11 , 11 ,_,.. 1 1 1 r Firl Ft 13 I 11 '6 fin 1 1 1 1 FA 1 LL - Ard 65 (', •-rYP. 6fa 1 ES 1 1 /2" G"oc -rop _ BO #-C- REN103INDER di) QP.6 VT e -#0 V. 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L.41N,W-4 1 04,, 411 0 LNY404-F i ,A__, • .,OKON1CH iCA:E NO "Pt SEGKLE BUSINESS PNRK LANDSCAPE PLAN DATE oe; PROJECT 862 APpRoyED aY CRYSTAL.ENE I4x38 ARCHITECTS• STANDARD FORM ■-fr •-• ' ' 1 - 111111111111111111111111111111111111111111111111111111111111111111111111 11111111111111111 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 11 mAnt -GFP-AN, 12 0 14 T111 2 4 — 5 6 7 8 9 10 If the microfilmed document is less clear than this note, it is due to the quality of the original. document. ce 5e, 9Z tee-3'1z. "t 'VI -Lir— 91 Et Zt it -05C L 9 9 L: t "01 0 IIIIIIIIIIIIIII6111111,11111:1111111111111111111 11111.11011111111■1111111:1111111111111111111111111111111161111,1111111111116111111111111111611IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1h1111111111AIIIIIM11111111111111111111111111111111111111111 • MW: fry U.S.A. frs A 1C'1.A`ANtA AGl'lteen. t vvve J t 1.P.• 'r1t"ei (4 r-XtenMb) AcfSIMIM 4,4 4... `. (s `f'NW 14Ub1 . :. •i v ri1 d 100eAMe.1`.1 III G>�L, tAI hdt NNN N \ \o \ 'rya' . _ - 24he3' b .0c :VVp,1 yr ► . 17, 44 - -- •2?- }HOt7o1 OM. •c64-0921. • . C .' 0,A \\ \ \\ U- ..1 UNt,t _! Aur.ot : ! r'o :: 1:.v 1..1' pry wyve44 t • 1, 14-14." .110. 70. _ /�1 . uAT, . 1 YAI X11- . :.JUi1 I .44#114 1 tri -T7-0l L°'3 °• 1a•c W -v' OW_ _ C r L . 1 7 . : . j 1.41 P ie, L�A1. :e • +,O. &, .. . 0 ..1 f "1,1. n Gail% !r1 1 re.. ► r * u-n um. /.- 2� )- 4uta1� ..r .HOwoewte a HOP-»+ I - 1-F -y -4) ` ,3 _ -kgeat $-- l 7141 `_"\ �''M ,, `..:. .._ i u1 I�1r►1 Dom"° ...c+.- 421000k. frpire Flu STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT I=-X I/P 1 IV(a TREE exv. I}. - TREe. A1-117oV5 K vv,-/.21" I`IEIDI M. VUKONICH CERTIFICATE NO. 274 - -. a l:: ":_=:...t 1 fir :: -►;:.:= :.____:: ? ':n='f -.- CRYSTALENE a 24X36 ARCHITECTS' STANDARD ROHM MAUS 11F4 U.S.A. I 1 I i 1 f 1 IIi 111 ill iil !(I111Iji 1�� I I; 11.1 11i i11 i�I_.� I � -1_L LPL .! i l 1...111 lII �11ii�� .111 111 ( 11 I,I(111 ICI I(I 111 111 111 !11 !jl ill 111 111{IIf lJl 111 �(I i1�1ii�1L 1 i i i i l l!( J i �1 1�1i� 1 1 i 1 1 1 1 1 1 1 10 I I I! I ! 0 16TH9INC. 1 2 �E 6 7 9 10 11 MIME INGFPI.IANY 12 ._ 9 OE h•' IJ:: LZ 9i' GZ +7IIZ 111111 !!!!ill!11!{liki{!11{,it!{l ll!!!!!I1!I!II!1!!illl!!! • i the `microfilmed document is less clear than this due to ° the uali.ty, of " the origitial, doAumenr_ .Jur:,.r -4�.s rt• .5` -�•.t. ' s.:.�xrs x.•M�r,7•.. ie ncc !i!ii!!1111!!liIIIIIIIIIIi111 ∎!11!!! 11111{ 1liIIl I11IIl Il II!l i�i!!,!!!! ii! !ill!!!!I!!!II!i!IlI!!IIIiIi�11 111111 1lIIIIIlIIII1111111111111111111 • 9I 9 +! E cI 1 Y'+w U 111111111 lllll�i�!IIIi III! Ills! fllllillflllIlll11�1illllllillllllll�IirIt !IIIIIii���l�!�II� Re7A /NING WALL 34• c .. d: 3°19'21 r?: $72.94 32 3 0/ es e‘ciai\i DIRE • $ b /''oA ••• -- -- 92 L _--- -- 2d 30 - — it c"t.1.5. 2C frarwe rGry ve 0 0 rtt s-i: AM/AC . /44 i </NG_� SIDCWAIK AIM sue/: /z /; mx 6\;:, 4 JNTEF/Ar /0A/A ` SYtit L epe A CC5S3 ,aA //VT6O' CA/ /PA I- EC?E/yr 14/A 6/< WA y — 57g4PEO IGH/ Wi7"i/ /NT£RN.RT /GtNA4. Syn ?ob of ACCESS A5/'%//4.tT /31✓VD S7.0l'E /-Ax < -ib /0 ---a'� Tr. M.1) Pao Poie 0 15 ZiralTY 4A5e,-? NT 0 , Te 2'l.or AN;otee'? C0.4. Sw4.iv : T^ 2.75 Pe/ -2. rd S(GALE .4 .5/!NE55 Pry v /C /N/T/ flAP SCALe v iY /ST.�NC.43"��'__ N2' CO'. S;,rg ; All-.1"; S t..35, 7-23/1,A 'E) 4s r.rr Nn 9PQ4licl7F13�11ii!!n4 . -' =- 2 ?er // ,((r/s7) 45" Y/71:".4/ Ty EA. 55/7.7r- (e /sr/A/ ) ,NOT2' : ryiel/M.L.::cuCt<9 CUTS Aei,z C r 95bZ. , 7;'Na -.. • 5'00. r � avi EX /Sr /N•C ` ' SAW/ Poll?' Sb"i4 /%,H Aitlaotterl PARK WC 5r (SEGAdE a/ We A) 3 DT •yy s76~ b^/' 2ZZ° 22.1 P..19 ' = =I ie SCI \ L E- C.) . 20 .. 4 II(III(III(I I(1I'( III( 1111 1I1(1I1IIIIIIIIjIIIIIII(IIIJIl1 O I.711'. INC. 'I 2 3 3 /goo a`G CNO En /57/NG CoNTow2 s : EX /57/NG a 6YA T /oNS ; + 25 p o!-'oS 6'0 Gd.c'.,;4 T/QN S : .a SEGALE BUSINESS PARK SCALE: J .O DATE: a/•-, d(1 . • REVISED -9..- SITE PLAN DRAWU'IG fitJl.1BER I (!II {Ili(iII(I I III(! (II I I / III ill(IIIIIII IJIIIII(!II Ill�l !(illIIII,III(IIIlIIIIIIII III(III(IIIIIIIII II Il(I(111111111 III(Il 4 7 8 9 10 11 MADE INOFNUANI 12 0T0:1 If h.e ,microfilmed document is less c1:ear than this tr,O, . it i.a try fire ua1 i ty of the ot;igifial document. • he' ., .. l..ti ...�� .. 41l Sr bal,_.d l 3l 41 i. �.: ;&"' , 4 Si S ti C Z l ww (� E!C LIIZ y� 5L hZ EZ � ` G �!!!!I I llit!II!I!IIIhIIIIII'!fhUIIIIII !I!I�!IiI�IIIIIIIIIIIIIIIIIII illIiill!IIII! 111111! IIIII! IIIIIIIIIIIIIIIIIIIIII�IIIIIIIIiI lII�II!!Iiil! III! Ii�1111I1 !I!IIlIIlllll�llllIIIIIl 1111111! IIIIIIIIIIIIII !IIIIIIIIIIIIIIIIiIIIIlllll IIIIIiiilll! III!!! IIIIII! IIn hII IIIII! �IIIIII!!IIIII!IIIII�III!IIII!! • '11 PlYislos 1 - GUAM. REIMMS _ E Ae 4ENRAI, REOOIREMENTS: 17"""ariVrtre°-4444.1 S: ''Th4 "General Condition a4_eee,e-4o0eqeeeeaeeme- esee-------a Cooseructloo," Ake edition is heeelay ses, e---eeteesre-e9P-enirr6;qteet as if ottaehad'hareto or-Wttever-levessimeeeeeee 2e• faeleeetee Contractor to.obteln eel pay for all permits. 3.: Sikeitetea: eo The Contractor teiKet shop drawings on finished millwork, eebinetre, eve three (3) V' “" samples Of all finishes. The. Contractor shall begin no( fabrication or work which requires soeunittais eetuM of'sUbmittals or shop drawings with the ArOltect's approval affixed on them. A The Architect's approval to eonformieece to design tontrect Documents. The In the foilowing form: ency supplewented bylieet is eearl only, and pertains soleiy concept and information given in the Contractor shell eubmit shop drawings submit 'one (II reproducible transpar- (10 pr)ntsof ate) drawing. The Testa:it 'agrees that the Coeteee4eLeseet e he d r.iWZ*--fore-„&tetaavteileeeWee.seeseta+renelinTsi.tion, ore fail- uee of deliwareteee-jeeMe4i- rt u hneee4sPea4oefteee atteoe cod; .e.emeseetteOliireTai reasonably beyond the 'control' of ithe-TiiriffteMT: WorkmerlahiP:.: 11, 1ORK. 1. First 063S and to atcepted stWards recognieed withie each trade or craft.. 2. Lines s Levee: COntrectoe shall maintain true atignMentesnd'ievels to ex1st:eg construction., Ail new and patch work to match existing tines, levela, and finish unless otherwise shown,. '3. liS1114.11,1 Owner to furnish powsr . and' water frum existing serviCes ferCOnetruction onpremlsee 'during Course of project. 14 Work Meeelaeleeed:eAll iteme marked "H.1.C."'end ly •Tenant." 5. VerVication ofate: Contractor :tie visit,' the site aad,uarify a1I exist :rig coarrions and ekistina:Atems -to be relocated (noted on 4e0Wiriee)e • teneelleepee Contracter. to verify-eexiiting structure aedepeetseeleke .eide.queee'erer:eT •val of waft '.04trkbr;:wthrriet ceilings, ow other $f If ' 1,421111Pori ezitts, cote. -suit Aeebakeieeee efactory procedure to coOlgata-sulaly. 41tsvig5CF.ari714 (teMs required for execatiln of :the Work. 77-7T Ai aad all 6. un s;s2t.....aa!lietiltre-7stittrall13 4. joil t pmajleilo.t Robrick IB-36$ recessed, two-roll dispenser or approve e eteesLp. ...042.17 WM141 ti4P606P 5. Greb Dare Bobritk #15-62feeeeles. 6. lolleeellemekeeeekevele*: Bobrick./B-301 or approvede . , Mirroe-t' 1/4" plate glas4eut to order. -,........., e CO alles Partition: Accurat Partitions Corporation. Ardmore ceilinFrueg parititions. . Finish to be '-eheriefg$044T-1-70,e' eet9: Naelel122.oee BoOrlokIB-3544 rece1441efivtee2Ot4 5itArig 1.41,aire em ntullintinarysalqirldor: rick #0-35024. egl 61 C.$141-1'l • lo. F Loarowtiti6406,4t.ktt,.. j:ihs62t,: 40042e...x. 2442: P1x0640 '004KV.Cot0.4114,47. OtRIP.1*044 : C..04.442- 'Att-P4101100- . .DIVCSIDN - MECHANICAL WORK P.•-• 4, PLOM#1NG: • Furnlah and - -Water. china, Sloan, install the following: oo_celeeesede AMericen Ste0dar&04/77.016, well. Mount, vitreous'. selohgetede color e ' 'a." ! Bemis -1955C-OF seatless cover. loyal 110 flush:Nal 2• ArInal: American Standard- 46531419 well' mount, vitreous china, blot ' out ection, color ''Bone." Sloan; Royal 0180-Yo flush valve: 3. --Lek...et.t..,eat::-.:-.0alier_treamtUalatai„---11414-7-x-Trorfirr7-0-V‘iie, --evf-or-41161Wej-'"- . 4e feeseete Okay, ILK-4417 complete, . 5. Service Sink: ' American Standard #7740.026 floor mount, 28"' x 28" .:74711777.7g:611 'rim- gmard. Chicago faucet *95-R, %I1 #8303.026 6 .911.01.0fmt. F 7. Shower Enc • 76v477,57. coat', ce I or, 9.!4ESILI: °P4sis 0E-20 , seM1,-red dr' sure: Nytec, Bathcove,- 36" eliewer, stal with door opeing 21-3/4", • color nking fountain. 1 $320, 31G"w. x 006 "Bone," gel 8. Shaer Door: Work Right PeedOts, inc., Model 0-100043.41full height teMpered glass shower dotie.: Metal finish in silver with grey vinyl. '9. Bath- Valv14: Delta single coatrol,„model 1623110F chromeplated metal handle *Kr:shower assent/y. II. HEATING, VENTILATION. s AIR CONOtTIONING: . n Se mechanical Orawinge. HVAC system 001 be complete and operable in all respects. H9 •••• • SYNO.4wPetrile.lwrwrowto.W.m. - - - . ."11111111111r1isoinsirirmiliailaift a. -laaeoWJaeeeed dimension* relating to-exiNzting strustgas„Aila 6 to cot from ca rived 5.0Ad k ' Sloes- seen he ee.41.-4r e teensenetree-Xlit;l1 be reportOd to the Arch : 1 . . . ele . . . b.. Dimenelene .are feeee fa 1 Ce eeeisti-eg Mater' i or 44 -Partition centerline'unieet otherset evoted. 4 . 9. alaaiaa: Execute cleaning during progrese of eseek,' nd at completion of work os required to keep a clean and orderly '' k site, Neel) all interior spaces within contract area prior tort of finish painting, Schedule operation so that no dust ant other, contam- inates, resu)ting from cleaning proc-*ss, will fail ee\wee. or ileelly coated serfaees. For final cleaning, employ 0* ekrOle 'eraffikee son. Remove grease, mastic, adneeivee„ duet, *rti at4t1tI4ingeFq prints, labelS, and other foreign Materiali frO* expos*, stiHaces.', ' Polish all glazing and _other glossyeurfaces lo . 440...shlte. • Vacuum clean ell. carpeted areas and re*ova any-04101 ..- co, Jiang) . . , . ..iii '' ' V ',.. aND alins:om 5 - MaALS I. !TRUCTURAL MISCELLAHEOUS METALS: 7% *0: Wherd required, ASTM Spec. A7042, 20M0 p izes anti sh4g,t 1144114WW.PFIMIL-I AfsMAtAner Pot*INP riVO$144V7 AIM, ea IC" 004. iv, tit ff 54 Filittustertiogg. yakato • ttio DIVISION 6 - ARCHITECTURAL CARPENTRY I, CASEWORK I. ROUGH CARPENTRY/ I o --.4-4.teesieereteegshal I be 6" metal studs -44measece. along all plumbingeepai=3W74TUMBit estitegesage.Tt 2s1" 6.cee 241.2,1ezekeeei 2. Befilsim Al! standard wail backing for caseworlq-tollet acce11,0 - les, hanging wall equipment, etc., unless loads:reqytre.more,00t: be 16 gouge galvantted steel, 4" wide, extending hor14ontally are* three studs:mlnimaiS and screed to metal •stud. 3. Wood Mock: s„ All Weod blocking shell be non7combustible. cein3i-tteggereeleee !e0Leo:"Zi:47"-elleUFr/ ide 2-1/7" 25 g#uglitiedia a a ediryneVITM-T7rpoweredrtvee fastenees . leknest fleee% 1 eXioe-44:4-noraeeetIeTURIV-" ot-IP t +60* MAN 10, chAptas c9F,ANIr cor), i4,244o-e_Lip 1"0/414ft 1/4"1-1-11c-K-. DIVISION 16 - ELECTRICAL WORK ' I. ELECTRICAL:. ra : Electrical work, e en,and system. Contrac recessed floor plates or brushed chrome. F 4 a. bat:s, 42 44 'metal .s on with 3-1/2" = - 7 S.T.C. rating. stud partition with 2-1/2" (R-9) fiberglass Install 13 r 11. CASINETWORK: , Reit 1. : Casework shall conferm to AWl standards for custom shall be flush construction of plastic laminate over particle board. 2. . 1.4gtattlas Schlage, /19010 x 011. x-US100. . 3. 111.99v; Stanley #F179 USIOA x 40/2" x 4-1/t" wth lout closart ,',44477.9 x 4-7 x 4-1/2" with closer, oso . , 1, 1,41944. ttiiPle*,$140,4: tt. C$4004iio trotsNaa440A-r . grade.i.fork and t°44.64181S5.1‘41P4"416°4H ".hir 314" plywood. or SUSPENDED CEILING SYSTE44' 2. Plastic laminate shall be decorative sheets of high pressure lami- nate conforming to the requirements of EMA-0-3. 3. Plastic Laminate Finishes: ' a: PL-I: As manufactured by Wilsonart #036-6 "Dark Bronze." b, 41, PL-2: As manufactured by PORAJCA*14.4.-OP4MOO 61.11W4 PLIlt As manufactured by NUA*010#01#10 itiMA4#114V0 brush bron;th ft+ Miwuri vtillsoiNkoter 11v-40 ifttroqvsuimiftrf.r DIVISION 8 - ODORS & HARDVAKE I. WOOD DMRS: 1. Construction: e. ENO Custom grade plain sliced red oak. Solid particle core or mineral core. No exposed fineer joints. Pre-machined for mortise lock butts each 4-1/2" x 1/8" in 2" bevel each side. or passage :lets plus three (3). 2. Size: -4-0W1-1m-4-401;.-iti/J-kWA.vmartrat-finglirt 1,1.11MONA4,1,. 3. laallh: Doors delivered to the site unfinished. Doors to be fin- ished in accordance with PDCA 84 System int. 1-H: 441t4e.041,, NozTr.,4344 1J4ur .0,f/ wow 40-4-000 Q641.4 1....reavo DOOR FRAMES: 1. Fthish: Paint im accordance with PritA 84'System Int. lieA (see' Division 9fle 141. FINISH HARDWARE GROUPS: I, Lockset: Schlage L Series, super heavy duty mortise lever /0050PX bir concealed x US106. work shell be bidder designed and Incledis■ell labor to provide complete o eetrical 11 pply all oU switch covers and 41 ch covers to be white plastic tlets to b.Uijes s steel. •2. eletett-rtZiures: Furn Mark A B r?, Manufacturer Gardco Columbia Lighting, Inc. Ueek-rceleigit !eh and Install the following: Series eo. Notes Square, well mounted, *WE, spamH direct fluorescent 6-243G-4336 P3 parabolume, 2' x fluorescent 3-lamp with semi-specular baffle Vrfroc9P.,,Zep *TP-IP -11.40 tow.2,160 hi-HP r-woPv.496,ei-IT . 4O.• total PER-. 12 1.461-111H60 pv+4 Fa47- PI4k.64..1r44it b/ s744 HI Fy17o 10,pa-par 4a) .30 warr LbMP emew-24C-) - (4) 3 0 i46i1 14014"1F2 011.-,240- (4) 40 14-1,41•T 1.-064-0/ PPIOPPin, OPR4i4X CA L,PMIP) LJ(1,11" • • .„ • e!e"if 0 lb i14, i•-■ • .1-4K-411, g*AftfqA; aloe: '6,61f4-0442N4 arikiskfi Aw10:10,Pb 4*.vr44.rotro 4txmaitaz actizet, . 6o0"14e,40i4 'rm. rowptio* 1-,44.4.- ar-ltectiO eAfeiriato- cmt440.11t-OP 0,reggd.e. 401441,,4441.6";;;.4W.,.,5 Pimipkqe1iN.1 oxFbilkep, • . • 2. Acoustical Tile: ,1444541t1.044k Aig-rglq W 601.0) PIA 11. GYPSUM WALL BOARD: 1.41\KEtar Toid4t.At4 5/8" thick U.S.G., or equal, fire code :Iteless required. Tepe ene rwoo smooth wail. Furnish all accestories. eWaterproof gypsuM-well, heate In. toilet and shower rooms. WALLCOVERING: 1. 2. WC-1: WC-2: PAINTING: Csrnegie:Xore1 /6423W jobq ranciamatripe, 52" wide. Carnegie Xorel 06423W 3Y/23-random stripe, 52" wide. Conform with Reeteleeements of the FelleelleaStandard S eeificeeleeee , Paint systems or as defined by the /IArchitecture Sp;.elficatIon • Manual ‘ASM)" issued by Specifieatione Services of the Painlrin.9 & IF., -1();;Tgrp Contractors of America old the N.W. Drywall AssoClotien . . a. Metal/Miscellaneous Ferrou Wel Hollow Metal: .in accordance ;113i1W1714-1-int. 12; semigloss eheen, use the three. coat system. Niscellaneoos metal fabrication, hollow metal . wylliquil_. eleeeetewee,cemiAlurri frames, and louvers are t� DP eainted. t I. WINDOW TREATMENT: 4 1. lilagmliiinds: Hunter Douglas "Sunflex' 00C ' b. leheyeeLM1Alk d En 1: In aceordonce with PDCA 84 System int. p 3A, paint one 1 coat alkyd primer sealer and two i2) coats II. WASHROOM ACCeSSOR1ES: interior alkyd system with eggshell sheen. i PT-2 0444E4 4 0-pow pr4A doidoci otoimfrounvio rho* I' Furnish and install the following: -. IA, paint one (I) coat alkyd primer sealer and two (2) coats DrevelyBevelle Eeeemele In accordance with PDCA 84 System int. ,.. 12: :::rHo7 ::=1"0161.47"1:k1/::7:69.3-rit4:74:rerIPP;s5veC. Interior aikyd system with interior gloss sheen. i 3. Ism$lumisert:1 1.46*rozy mtv.i..rear s e, , _ _ __......ee _e„,......eLeue_e__e_. ..... - L._ ..„:..........". IV, alimarawararmaciamromer--. '•• VihNiffnixtrilaskstirsovoiglitullaamewitunommtr. d. .10,4?.; in accor4;107.0ripl PaCA 84 FOtace int. float seklar aind 'ZWe (211.c coats alkyd s4a01, .,.0k14:.0,.4#0404‘MK N:14641.4.4,401r. f. 4.11,p4FTLIV1iEtteei.141ts==== (i) coat interior laiex. one. (i) ! AIrrfish$• dul 84 lystem Int. priroer and o,ce kaataXed Motel: in accordante with POCA 84 System Int. 13-B, r paint 04-ITTt gelvariited primer and one (1) cot. ;trot latex. FLOORCOVERING: Furnish and .11ekeit following: Saw: As manufactured bit Gulistan Milprcrel. a, CPT-t: .b. CPT-2: 0300 "Birchwoo4.' #906 "Grey Suede,"' 4207 "Driftwood SaIr_Tit." Siturcl Padx To be 40 ounce coneknat)on pad. , Wk-Off Mat: As manufacturod 1y Construct ien Specialties, inc.. Vai7Ta;71es 1640C-LB with 6303 teak tor. met ce:Tet i4Mer 4. Ai manOilc?.ordd by FIcxec 44Zr:;ded r4bbr cov6- fit" thick, top set, 4" .haight, color -012 "Sas:MI:wood," 5. Wole Elos.e with Plastic' Lamlnete Finish: Piastic 'laminate as .manuractuanWTsonartlarl; N47C-Frelnz1.1." baie, roil V. CE 000;r4.441/e' iteR.'*100.::. 064'271. AL, ''Zqx;.r.st 7*. Floor. gji,lidISEpp. CustOM's Colored,grout 4400,16.0404 1/4:1W- PT-1 PAV144Slat+.*16614 PT-3 t'oki2-40X ,P7il w st 1;1111111111111111H 11111111111111111111111111111111111H111111111111011111WI:1111111111H111111111111111111■11 5 6 '7 8 9 1() 11 P'"'" """"".“ 12 ' • r laY E‘01:4241.1-K., /!!)- zz Business Space Design 111 South Jackson Setts, Vshrnqon 98104 (206) 223-5000 Interior Architecture Interior Design Space Planning SEGALE. No Date py_ Revision VOLIBWOMML10131511101011SIOW Desn Drawn Date Checked Job No Loaroved prz,a--1P..;e4 Meil.c, DiawiniTttle PE::cApericANcioHt) Sheet No TA5 MEWED arY GP MYRA JAN 6 1987 ISIXAMISEP10 ,,,, „ •• . •