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HomeMy WebLinkAboutPermit 4626 - Fort Dent Office - BuildingCITY 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 BUILDING PERMIT New Office Building 6720 Southcenter B1 Office John C. Radovich 2000 124th NE B -103 Same PERMIT # 4/4:9Z-69 Control # 85 -367 (512) Suite # Tenant Fort Dent Office Bldg Assessors Account # 295490 - 0455 -03 Phone # 454 -6060 Zip 98005 Phone # Bellevue Zip FOR BUILDING PERMIT ONLY Approved for Issuance by: Sq. Ft. Office Storagee Ware hous i - Retail Other Occ. Load 1st Fl. 20,221, lq ,048 B -2 B -2 203 191 2nd Fl. 7rd Fl. Total 3q,274 B -2 394 Fire Protection: [] Sprinklers El Detectors Zoning C_2 Type of Construction Special Conditions CONDITIONS NOTED ON PLANS Fees sq. ft. @ 1st Fl. $ sq. ft. @ 2nd Fl. $ sq. ft. @ other $ sq. ft. @ other $ Total Valuation of Construction $1,720,201 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other TOTAL Receipt mr.5 $ 4,979.50 Receipt #3976 $ 3,236.68 Receipt # $ Receipt #3976 $ 16.50 Receipt # $ Receipt # $._82232.68 FOR SIGN PERMIT ONLY [l Permanent [l Temporary (] Single Face [[ Double Face l] Wall Mounted El Free Standing El Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Special Conditions Total square footage of sign 'NIS 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. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE 0 WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO t VIOLATE OR C NCE THE PROVI IONS 0 u ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. e iB i gned c am'_______ _ . Date ��"' — •7 LICENSED CONTRACTORS DECLARATION I hereby affirm that I am licensed under provisions of the Business and Professions Code, and my license is in full force and effect. Contractor (signature) Date OWNER - BUILDER DECLARATION ( ) I, as owner of the property, or my employees, with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ( ) I, as owner of the property, am exclusively contracting with licensed contractor's to construct the project. Owner (signature) Date CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 BUILDING PERMIT Work to be done New Office Building Site Address 6720 Southceeter Dl Building Use Office Property Owner John C. Radovich Address 2000 124th NE 8.103 Contractor Same Address �'� Zip 04 • PERMIT # Control # 85 -367 (512) Suite # Tenant tort Dent Ottl ce Bldg Assessors Account # 295490-00B-0J Phone # 4b4 -bUbU Bellevue Zip 9800 Phone # FOR BUILDING PERMIT ONLY Approved for Issuance by: ,/c2 Lzegyft Sq. Ft. Office Storage/ Warehouse Retail Other Occ. Load 1st Fl. 1Qm 19,04L B -2 [j-2 203 191 2nd Fl. 3rd Fl. Tot'el 39427i. (B-2 394 FirWrotection:[] Sprinklers L[ Detectors Zoning r -2 Type of Construction Special Conditions CONDITIONS NOTED ON PLANS 7/ Fees sq. ft. @ 1st Fl. $ sq. ft. @ 2nd Fl. $ sq. ft. @ other $ sq. ft. @ other $ Total Valuation of Construction $1,720,201 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other Receipt #17(03 $ 4,979.50 Receipt #3976 $ 3,236.68 Receipt # $ Receipt #3976 $ 16.50 Receipt # $ Receipt # $ 32232.68 TOTAL $ FOR SIGN PERMIT ONLY ❑ Permanent L1 Temporary [,Single Face L[ Double Face Wall Mounted L( Free Standing [] Other B,yilding face Setbacks: Front Square Footage of each sign face Total square footage of sign Special Conditions Side Side Rear 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. I HEREBY CERTIFY THAT l HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCE , THE PROVE ICONS 0 i ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR'% THE PERFORMANCE OF CONSTRUCTION. )/Signed „i �}1A Date I hereby affirm that I am licensed under Contractor (signature) ( ) I, as owner offered for ( ) 1, as owner Owner (signature) LICENSED CONTRACTORS DECLARATION provisions of the Business and Professions Code, and my license is in full force and effect. Date 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 ?"7.1z1-1)81 A i., ti CITY OF TUKWILA Central Permit System Control No.3 t 7 Permit No. L/6 2 FINAL APPROVAL FORM TO: Cl Building ❑ Planning ❑ Public Works .0 Fire Dept. ❑ Police ❑ Parks/Recreation Project Name FT D(///1".- ( icF l e Address 7 Z. 5 - ;, e 4c -- ray :)Type of Permit(s) �� �t ✓ 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 project is approved by this department: • Authorized Signature Date l -Y -1(7 CPS Form 3 l CITY OF TUKWILA 'Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 '(206) 433-1849 • Type of Inspect(!bn F700,4,-// Site Address Ci72—e) 5,Cut1Aeijia,-0/ yLI Requestor -06A 6-1(.1-424-4) Special Instructions • 1 YfrJ.iLt 10e df)16 -11)(1 INSPECTP/N RECORD PERMIT # Lilrac,9 Date 9-g-g7 Date Wanted q/4'/67 a.m. Project fil)1;71507t 'CP Phone # ,201-90P7 NEM,20,14q.elikV'.. • Inspection Results/Comments: Inspector 4114 Date CITY OF TUKWILA Auilding Division 6200 Southcsnt.r Boulevard Tukwila. Uishinaton 98188 (206) 433 -1849 Type of Inspection Site Address 6 Requestor r�✓ c/e2A.404-e, INSPECTrN RECORD PERMIT # Date X7;,2c �7 Date Wanted Project Phone # Special Instructions Inspection Results /Comments: 1 _ 1, MOIr%I I�'[lr'1� ' ‚PI Inspector Date 9/1/e7 0,10M, CITY OF TUKWILA 8Nilding Division 6200 Southcenter Boulevard Tukwila, Washington 98188 '(206) 433 -1849 INSPECTI ''N RECORD PERMIT # ,26: Date Type of Inspection Date Wanted )44-77 Site Address '7,.29 .�- c�`I% -, !1�r� -�% Project Requestor Phone # Special Instructions atnaESXps+" ).m. Inspection Results /Comments: Date 6 /Q/7 it CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 '(206) 433 -1849 Type of Inspection tt/� Site Address G 7 2-0 S- ��- c��.,, Requestor b-)J Special Instructions INSPECTIC ,1 RECORD PERMIT # qG 2 C Date 7- 2 —:'7 Date Wanted '7 - 3 - b'7 714115- Project /-771 Cl..l- -- Phone # 2 V, /— y'Q 0 ? ;1t,g■tt!lt: • Inspection Results /Comments: Inspector Date -7/2 3/F7 'i�t�'�4�!Y • �4Yrr. �?! iE��7+ s* m�xur,;, roarv, .,:,�..,..,�,........V......_.. CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECT 1,N RECORD PERMIT # 4(6 2 Date 7— G Jm "fi Type of Inspection Date Wanted /tu.. % b a.m Site Address G '7 _1f) -6"-hj4px„Y.c, Project '/ 0,¢m Requestor (i), 2h0�,,4, Phone # 2 s%V— 9Q..2 7 Special Instructions Inspection Results /Comments: , 4 J e-r , 114,(7 � .P i9 er,L. Inspector Date 7/7/7 CITY OF TUKWILA Oildin9 Division 6200 Southcenter Boulevard Tukwila, Washington 98188 .(206) 433 -1849 Type of Inspection INSPECTI( ^N RECORD PERMIT # �C - Date Site Address G 2...z Q Sv,. _t.D,4.. 66)-cf Special Instructions Requestor 7-- 7 -'9 Date Wanted /14,0 4., 1/07 Project Fr,Q ----- Phone # -2W-90.n •• Inspection Results /Comments: 1 Inspector Date 7/07 CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECT( N RECORD PERMIT # LA a G Date s — & Type of Inspection Na.e ,,,, Date Wanted (-Jed 7//Y7 p .m. Site Address ( .7 2 « ,50- ,- ',u,.,.i I /emu -t Project F-I- D.6..... - Requestor E cry-) Phone # ." ,./. / —? J 0 7 Special Instructions ___. Inspection Results /Comments: C0 LA e4e-, . .6/„e Inspector )10 41_4? Date " 7///17 CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 .(206) 433 -1849 Type of Inspection Site Address G 720 "U'G( Requestor Special Instructions INSPECTI('' 1 RECORD PERMIT # (14 2 ' Date 6— Date Wanted'/7 Project Phone # 2,7</— 90 .27 Inspection Results /Comments: riee,4) eAe !IL 777,-,46,411/ Date AM 7 CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila. Washington 98188 '(206) 433 -1849 INSPECTI 1 RECORD PERMIT # 416,2- C- Date 6 - /6"-- S77 Type of Inspection fro- etu Date Wanted 7'/,cAr, 0S7 p .m. Site Address 6 7 a o Scsiktikes; Project cif . P1u.f Requestor ,P1)1._ Phone # 2,4-/q- %O,2. 7 Special Instructions Inspection Results /Comments: G1 C..��.. ' / li Lam( ,mil [4 _.14'1/ ' Jk I Inspector ,r614 Date / r% aNaltStgittOlizirertzte CITY OF TUKWILA Building Division Tukkwwila,,tWashington u198188 (206) 433 -1849 Type of Inspection Site Address Requestor Special Instructions 72 +- vaw•.++. �.•«.; r-+ �w. �.. rw.«...„« w�.. o-... rw. xrrnsu; nw" �w��; lagrMea' �Y{ 1tYA14i 'A'r�tMiJ�`il{tfl4C¢'ti/1iN �iR:eih4l:;rii rt'!X: ' INSPECT'N RECORD PERMIT #45 g1 Date - R -g7 U7 Date Wanted L • , . �•o s� Project j-T Phone # 2' /y- rD .� Inspection Results/Comments: 4W4,/ Inspector Date 5-%/8'177 CITY OF TUKWILA Building Division Tukwila,tWashingtonul98188 (206) 433 -1849 INSPEC11 )N RECORD PERMIT # 1/7k Date .jam 1f 7 Type of Inspection ) L,,.yi( -109'l- Date Wanted 57/573 , Site Address l /2-f 77 5, ><A $ . Project :7-04,7 s.0.4,1 di' o Requestor R%" Phone # I/3.3'.- /(33 Special Instructions p/ i1r`7' ibuy/L--7 01 a = 3O Inspection Results /Comments: 416401/61t) Inspector Jc.t AAAA, r"' Date /b 1, CITY OF TUKWILA Building Division 6200 Southcent.r Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECT`1N RECORD PERMIT # i 2 Date 5-/? -�7 Type of Inspection F01 1, *)ro .Date Wanted wed sd /'w/87 .m. Site Address iz/c ('7'7 5--G r 4'af'S. Project (?c aiej Requestor R61.4.. Phone # 2-e!„3--/?4:2:3 Special Instructions `dk 4.4`"'477c.) Inspection Results /Comments: 'lire --. a Yte cDa7 r 24 5'i fe4// AJ oh Date 6-143) ? 7 CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 yI' Type of Inspection Shpz %v- Site Address ‘7,20 $oa-67-4 ekielek ,J /-d Requestor ,doe r /dsCoe_ Special Instructions .•. rr. v�r; ....p.NlC. ^_+5.ti.4H5'mi1�+vFk �R.r� INSPECT( ;N RECORD PERMIT # '/ 26 Date 5/ 7/87 Date Wanted 5/,f g 7 Project cot-L- �e,z Phone # 7/5 0 P.M. NleX ce Inspection Results /Comments: 7 , 3' 41, Inspector , t4,-/ � J Date 5///F7 IfteVIWIMWAgambiam CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPEC'Tt�)N RECORD PERMIT # ea Date 5'- 4-/- -. g-.7 Type of Inspection 5),&e ?i-/€e_i6.zv_' Date Wanted T*w s o 5d7 Site Address G 1 cc S _ j Project f :2),(24-4%- Requestor k o\ -8 - ,0- ,. J Phone # 26,/,7/ 9 . 7 7 Special Instructions Inspection Results /Comments: l 2n J- .(-fit .41/04!,-g r,r.11149 �CCrn12o'` (t 7/_30 07. Inspector j0' 42 4Lec4;:7 Date ✓7747% Y(a CITY OF TUKWILA Building Division Tukwila,,tWashington Boulevard 8188 (206) 433 -1849 Type of Inspection 42,c,-/__ Site Address cl5 720 L',,�ti6 &?, 4?-0, i Requestor . Special Instructions' INSPEC70N RECORD PERMIT # 1,2,4C Date /1.2.x/ 7 Date Wanted Project Phone # 7 3O, p.m. Inspection Results /Comments: /43/4t-Id/ 7. (K ' A, /?7r Inspector g-72 Date et /��� CITY OF TUKWILA Building Division 6200 Southcenttr Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address 6 7) 0 ,S �.1 0.r..41 Requestor Special Instructions INSPECTIC`N RECORD PERMIT # / Date '� Q _ V 7 Nt' S eo -tAA -1 F rr e P 3o 4.. Date Wanted Thm.. ,/.i a.m. Project F i D.-L. I- Phone # p•m. Inspection Results /Comments: 4-74 47e.Q. -.710 I .�r2 �I. 'rap '`/L f rid 4, - A.G! '� /2/L� 7 7. 30 l,1 45tc1 „9.%�Qdr('stJ '' fr �,�%/P 7 .'30 /7, /01, i„ 7 Yw f'.a,' ti�usioet�raxt�aarxua:ww.... CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila. Washington 98188 (206) 433 -1849 • INSPECTI 11 RECORD PERMIT # 64, z Sr Date 3 - -- Y7 �(� UR Date Wanted 7-4 Type of Inspection eEe,42 Site Address 4. 7 aO 5o t c& • geed Requestor cT r -,. . j L.i z Project Phone # r .m. .'c/ 90 ' 7 Special Instructions r Inspection Results /Comments: Inspector �� Date `76A7 T# ikil. aii0Withvitctip4a.tasseamtritkmrwa .,.,....«.. ................__...__.._._.__. ___._.,...__..._........_.,.... M.,.......,,,... u.....»_ ,........_...... »..........,.._ CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila. Washington 98188 '(206) 433 -1849 Type of Inspection cesed1,e Site Address ti o' , Requestor 0 INSPECTIC)1 RECORD PERMIT # -(' .. sv.+ inrpv .�rswnmrwY :navr,.wvrow.sNSNNeq. Date 3 2 G } F(1 Date Wanted Project P r _Den Phone # 2 y y _ Sow. Special Instructions Inspection Results/Comments: &lei go-r.�., �,�/� ,1 f�P,",4 , /��i,c o a-� ,Q, pp�u,g)t9 ,6 C•`. `. ".i4s eent.v.. ".r fiQ4 0/ r a/ - GeCnS.O. „t'f(I�P� -g 4� �i,[iYl�� f.<''A 6�L - i%��(!� , (/ /LLB mac, / Inspector `� tiny � �t�t�y Date 0/ r? CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECT 'N RECORD PERMIT # 1/4 .. e.aH +N..�vwm�.+.•..yr..h mV M4f': Date - c,/-- Type of Inspection Rt(rA,,, (1L2 u �Jca.1 -2 Date Wanted. .7 —s? rrz a.m. p.m. Site Address G 7 2 0 ,5cr' .c.�_e- IL-- 6e.c( Project 77t /7).e.:11--- Requestor nk e'&4_0-4-1 Phone # r 2 /7' - 9d - 7 Special Instructions Inspection Results /Comments: Inspector Date /k7 �if/.FSis��L` 3114 +�I95d^e�.'�t!t�prA•cxfn::r. Buie+" „..,....�.�».�.,_......_....., . CITY OF TUKWILA Building Division 6200 Southcentsr Boulevard Tukwila. Washington 98188 (206) 433 -1849 Type of Inspection G.0 � l Site Address 67c9C) 4C 211/d. Requestor Special Instructions _......,.�. »„ ............. wx,..» u. nnn. w;- r... rvr... w.. e�. �. c. r.,.�n•.,chaWrm..,,..�a.:r.rv” INSPECT(:14 RECORD PERMIT # Ll7o Date 3//6/87 Date Wanted 25 /X Project"" Phone # cam' gcv'Z`� 7 Inspection Results /Comments: Date 57/877 CITY OF TUKWILA 1Pu11ding Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECT( ■1 RECORD PERMIT # ` a'd& Date ,g-/O-87 r• Type of Inspection�(�V �'jO Wanted / , a. p.m. Site Address 60720 jo 6 Project / r-ii-CrI%1-- G f /'�J Requestor (DM) Phone # €P6'4 -91O , Special Instructions 4216/al Inspection Results /Comments: Aix2,e,, -,e,„ ",,,, f-14 i, & Inspector 44 Date 3/�6/i7 CITY OF TUKWILA Building Division Tukwila,,tWashinotonul98188 (206) 433-.1849 Type of Inspection INSPECTC N RECORD PERMIT # Date ALppcn4- Site Address 4)-73-710 qiRequestor �G 71 GG�C� D27 Special Instructions Yvatttan ,n r Date Wanted Project Phone # Inspection Results /Comments: Inspector /4'1 J/4"e. Date 3//69427 d� CITY OF TUKWILA 'Building Division 6200 Southcenter Boulevard. Tukwila, Washington 98188 '(206) 433 -1849 INSPECTI 1 RECORD PERMIT # V&9C/ Date j-K1 Date Wanted Project f Phone # Type of Inspection p uA/ Site Address 077O UC ?m >L ' Requestor kn(p/ Special Instructions_2p1 14y' , Y ZrtWtt N., n. .,Y.+ a.mm Inspection Results /Comments: Inspector Date 3/ 4/ o / CITY OF TUKWILA Building Division 6200 Tukwila,tWashingtonu198188 (206) 433 -1849 Type of Inspection 5-*A (E4/.42,41/ We/ Site Address 67r 0 ,(1:2,41412..s,.. Requestor INSPECT E'EN RECORD PERMIT # Date 3fe /F7 Date Wanted 3/407 rayf gqy* %a7 Instructions 54 jape 1 Zve 5)4Qc /, Uk; Q 1. f PIP( Project Phone # a.m. p.m. Inspection Results /Comments: Inspector "efe-ew2 Date wMtSroo.V.us ::�vaAt�ra;tm-xrarrsw CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection /6604.1. 1�-e- 7''4'2 Site Address 6W.<7 ...,4- c:l,!'(.r- 4 Late. INSPECTI j 1 RECORD PERMIT # Date 3/_2/ 7 Date Wanted 3/3/e27 Project 1 Phone # Requestor ((a7-y1 Alia e_ /a 3o f Special Instructions Inspection Results /Comments: ,..,204,,e.o evil .oP v/ • Inspector Date �' 3,4 47 CITY OF TUKWILA Building Division 6200 .Tukwila,tWashingtonu198188 (206) 433 -1849 Type of Inspection /P�es- /i�ooc`/%?,.s Site Address 7020 50(/h Requestor 64Sco -e /lief �YVC i �o-�► Special Instructions INSPECT " ";N RECORD PERMIT # halo .24 Date ,2Aer7 Date Wanted ;25-A7 Project /v De -0 o¢rree. g Phone # a y41- 9D Z 7 /2/ 3° a.m. Inspection Results /Comments: ),Q At Date .2.5772 CITY OF TUKWILA Building Division 6200 Southantor Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection ,. ,.i'i4 Site Address 6'770 46 0 ' or Requestor ■196yV ,LL INSPECT( N RECORD PERMIT # I/(Qon x517 date Date Wanted '076i-8 7 a.m. Project 12)r l' a/1 LlM Phone # Special Instructions Inspection Results /Comments:9p,u. A, Ailter4 _)f" /044_ Inspector 7edt-,,L Date / 2 �%P�' 0" 101 441 0 t1/: odor titllnwd.rdrin..r----- ____,. _. CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECTON RECORD PERMIT # Date '2 S 7 (cjw� -.( / W a _ Type of Inspection �J/ Date Wanted l/� /8> a.ri Site Address Project Fr i Requestor 0 A. Phone # 2 vs/ 9d 2 '7 Special Instructions Ins ction Results /Comments: e? �t,erte- r. .4rxt, Inspector �4.6 Date .2 /2 3/17 City d 8ed11e Charles Royer, Mayor Ii 06, P,�cecutrve Tim Hill Seattle -King County Department of Public Health Bud Nicola, M.D., M.H.SA., Director February 17, 1987 Katie Greif Kulczyk John C. Radovich Development Corp. 2000 124th Avenue N.E., #B103 Bellevue, WA 98005 W f�- ' FEB 1 19B71 6i-Fir OF TUKvv,i.A PLANN.+iNG DEPT. Dear Ms. Kulczyk, Based upon dimensions provided by the John Radovich Development Corp. (enclosed), the construction activities proposed for parcel C (Fort Dent Office Park) would not be affected by the King County Board of Health Rules and Regulations No. 8, Part VI, Section 3, Construction Standards. If you have any further questions, please give me a call at 587 - 2217. Sincerely, ayn� �Sen G Enc. cc: Tukwila Building Department ATTN: Dwayne Griffin urnberg ironmental Health Services Specialist Environntenlal Health Division Room 1510 Public Saf©ty Building Seattle, Washington 98104 (2061 587.2722 Mahan &DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624 -8150. December 9, 1986 Mr. Duane Griffin City of Tukwila 6230 Southcenter Blvd Tukwila, Washington 98188 Regarding: Plan Review 86 -T -18 (Fort Dent Office Bldg) Dear Mr. Griffin, 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. Redmarks for curb cuts and sidewalk revision is per Bert Gregory of the Mithun-Bowman - Emrich Group. All of our comments have been answered satisfactorily. Please call if you have any questions. Sincerely, MAHAN & DESALVO w1;41' Bridget Smith cc: Mithun- Bowman - Emrich Group 2000 -112th Avenue NE Bellevue, Washington 98004 Qr,lf >o, „z6 ..56( Mahan &DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg, Seattle, Washington 98101 (206) 624-8150 November 19, 1986 -1� Mr. Duane Griffin City of Tukwila 6230 Southcenter Blvd Tukwila, Washington 98188 Regarding: Plan Review 86 -T -18 (Fort Dent Office Bldg) Dear Mr. Griffin, ALUM NOV 2 . 1986 CITY OF TOlvv ►LA 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 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. In the structural notes: call out seismic zone used; design window wall system to the 1985 code; eliminate post- tensioned steel notes if they are not used. 2. Call out framing at roof between E & G, East and West of the skylights. 3. 2nd floor, how are lateral loads getting to the wall at Grid B? 4. Provide roof details at 1 /C, 3 /H, 3.5/E, 4.5/E & G. 5. Complete Section H -8. Provide full size of plate Section A -9. Provide weld size in Section D -9. 6. Panel 31, show connections to other panels. Panel 9, reinforce per which panel? 7. Type E connection, call out maximum bend in plate. 8. Call out welding of deck, second floor. 9. Provide structural calculations and details for the Portal West shown on Sheet A4. 10. Provide soils report dated June 13th. Regulations for Barrier Free Facilities 1. Provide 20' verses 18' -6" for length of handicapped parking stall. 2. Provide curb cut. 3. Provide parking signage. November 19, 1986 Duane 'Griffin City of Tukwila Re: Plan Review 86 -T -18 Page Two Washington State Energy Code 1. Provide OTTV (overall thermal transfer value) calculations. Please call if you have any questions. Sincerely, MAHAN & DESALVO Bridget Smith. cc: Mithun-Bowman- Eurich Group 2000- 112th.Avenue NE • Bellevue, Washington. 98004 C City of Tukwila Fire Department Gary VanDusen Mayor Hubert H. Crawley Fire Chief Fire Department Review Control *85 -367 November 13, 1986. • Re: Fort Dent Office Building - 6720 Southcenter Boulevard 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. An automatic fire extinguishing (sprinkler) system is required and shall be designed, installed and tested. (City Ordinance *1141) (With Washington State Survey & Rating Bureau approval for ordinary hazard - NFPA 13) Local UL ('_ntral Station Supervision is required per (UFC 10.3 9) City of Tukwila Are Department, 444 Andover Park East, Tukwila, Washington 96166 (206) 575 -4404 City of Tukwila Fire Department Page number 2 Gary VanDusen Mayor Hubert H. Crawley Fire Chief 4. Hose stations are required. (Plans must be submitted to the Fire Marshal for approval prior to installation.) (City Ordinance #1141) 5. Fire hydrants are required as detailed in City Ordinance #729. NOTE: Hydrant coverage appears to be well over minimum requirements. You may eliminate hydrants shown at southwest & northeast corners of building. 6. 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) 7. 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) 8. 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. 9. 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) 10. Fire lane designation required per City'Ordinance #1110 and Uniform Fire Code Section 10.207. (20' wide driveway access) 11. All hydrants and all surface access roads shall be installed and made serviceable prior to and during the time of construction (UFC 10.301) Yours truly, Old-4 The Tukwila Fire Prevention Bureau cc: T.F.D. File S 1jaty of Tukwila Fire Department, 444 Andover Park East, Tukwila, Washington 98188 (208) 575.4404 City of Tukwila 6200 Southcenter Boulevard Tukwila. Washington 98188 (208) 433-1800 Gary 1. VanDusen, Mayor MITIGATION MEASURES DNS for FORT DENT OFFICE BUILDING 1. Geotechnical study being submitted with building permit application. • Dedication of trail and access easement along and on top of dike. • Construction of archeological interpretive display per requirements of the Washington State Department of Archeology and Historical Preservation and the City of Tukwila, along the public access easement. 4. Construct sidewalk along northeast property line adjacent to Fort Dent access road. City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (208) 433.1800 Gary 1. VanDusen, Mayor Mr. Robert G. Whittam, Ph.D. State Archaeologist 111 West 21st Avenue, KL -11 Olympia, Washington 98504 Dear Dr. Whittam: December 8 198 Subject: Fort Dent Office Building - EPIC 337 -86 Enclosed is a copy of the cultural resources survey that was conducted of the site An 1982. Although archival research would indicate that the site is a potential historic site, a field reconnaissance has shown that the physical disturbance that has occurred has "eradicated" any such materials. Part of the applicant's proposal is to cut into the bank within the river environment (40 feet from the mean high water) to enlarge the river chan- nel. The field survey has stated that this strip along the bank is undis- turbed. To appropriately mitigate, based on the .information provided by the survey, the City feels that when cut and grading occurs along the river bank, if cultural material is unearthed, work should stop, and the State Office of Archaeology and Historic Preservation notified. An historic marker is premature because factual documentation of the site is currently unavailable. The mitigating measure pertaining to the site's history is therefore revised to reflect the above recommendation. MCB /sjn enclosure John C. Radovich SMP Conditions August Geotechnical study being submitted with building permit application. creation of trail and access easement along and on top of dike. Construction of archeological interpretive display per requirements of the Washington State Department of Archeology and Historical Preservationl)Slu'' and the City of Tukwila, along the public access easement. .al Oka Construct sidewalk along northeast property line adjacent to Fort Dent access road. ‘//'-i. Use the color samples as presented on model. 17. Improve pedestrian circulation. Ensure adeuqate exterior use of the site by the occupants of the building. Replace aggregate concrete pads with grasscrete in the river environment. Receive staff assistanc in identifying history on site and in designing historical marker. Al4406 41 1-/ 10. Minimize reflectivity of glass to 20 percent. •, CITY OF TUKWILA L ”. ` Tukwila, Washington 98188 flBou) BV, DING PERMIT APPLIC TION v1e Control # Sc -25(P? (206) 433 -1845 Site Address 6720 Southcenter Boulevard Suite# Floor# Project Name /Tenant F »' A' 9 Valuation of Construction $1,720,201 Assessors Account# 295490- 0455 -03 Property Owner John C, Radovich Phone 454 -6060 Address 2000 124th NE B -103, Bellevue WA Zip 98005 Applicant John C. Radovich Phone 454 -60A0 Address 2000 124th NE B -103, Bellevue WA Zip (18005 Architect /Engineer Mithun- Bowman- Err,erich nronp Phone 454 -3344 Address 2000 112th NF Rellevue WA Zip 98004 Contractor John C. Radovich License# RADOVJC141JH Phone 454 -6060 Address 2000 124th NE, B -103, Bellevue WA Zip 98005 Class of Work: Q New ❑ Addition ❑ Tenant Improvement ❑ Remodel (residential) ❑ Reroof ❑ Demolition 0 Interior Demolition ❑ Other Describe work to be done Const u. •. • .. 00. • - • • .. assori ated pa-king and 1inr1sc-ping *(Per section 506 -3.38, Sprinklerediype of Const. (UBC) 5N* Occ. Group (UBC) B -2 Square footage of entire building 39,274 Square footage of tenant space 34,117 Building Use Office, High –Tech Will there be a change of use? ❑ Yes RNo If yes, describe change of use, including square footages of changed areas Will there be storage or use of flammable, combustible or hazardous materials on the premise or area of construction? ❑ Yes 47 No If yes, explain I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED T .S APPLICATION AND KN W THE SAME TO BE TRUE AND CORRECT AND THAT I HAVE THE PROPERTY OWNE'' AU ARIZATION3 I. .WORK. ! � T �DQ TH �� Applicant/Authorized A ent ( si n (signature) ( Date 9 -29 -86 (print name) John C. Radovich Contact Person (please print) Katie Greif or John Radovich Phone 454 -6060 — 66,, OW) 60-9'.6.51. OFFICE USE ONLY FEES: Building Permit Fee (000/322.100) $ C ?e7, 50 Receipt# Date Paid Plan Check Fee (000/345.830) a Receipt# "' Date Paid MY Bldg Code Sur Charge (000/386.904) .50 Receipt# Date Paid Energy Sur Charge* (000/386.907) /ri.of) Receipt# Date Paid Other ( ) Receipt# Date Paid *New construction only TOT)\, (p (OWES: $ LjCt7Gj,�i ) SQUARE FOOT E /BUILDING USE INFORMATION S uare Fcot a of Entir B ildin.• FLOOR USE Occ T •e SIFT. SAD USE Occ T •• SS.FT. OCC LOAD USE 0 T •= S FT OCC s_s 11111=11 L WORM OCC. WIIIIRTI ,�'''N!�L� MI`'rTPI MIMI TOTAL _ 'q4 2 o TRACKING DEPT. DATE IN DATE OUT COMMENT BLDG `� lafIMP Approved for Issuance v. Type of Const. - -iy 5:0W14 To Mahan: I-31 : y Date A••roved: A -4 I , FIRE r 00 `,?)� i 1 , � �;� ,t9 Approved (Initials) 0 Per letter dated / al; �, ^, Fire Protection: prin lers ❑ Detectors 5 -/3 PLNG ✓' ` \ Approve, nitia s I 1# ' :A' ■ L' 1 " - s =IT-I.ONS ---� Zoning -"A__, S-'bac s: N Q S /2) E & W Parking stalls required for: Site Tenant Space Parking stalls provided: Site / Tenant Space ADDITIONAL PARKING STALLS REQUIRED: t -tt ptr i 0v .Oan? it /no'4t' X10 PVI PWD pe 11. �. 5 Approved (Initials) ?/ Per letter /plans dated J-- g 10 _/ • MITHVN • BOWMAN • ENRICH SROUP•PS ARCHITECTURE PLANNING AND INTERIOR DESIGN 2000 112TH AVE NE BELLEVUE WASH 98W4 (206)4543344 MAY 5 987 (;ri `r' C)F: fUKVVII.A 1 I TO �(! ! (.Tr j ,o /w/u 56er 1,E4TIisE CYF 4fEGdGJSSIlliTil'G.1d OATC f 14' � I JO. "e3 c64-1,0g. ATTCNTI_!O'" }�' , el ` ' /r r/ f.' /\ wt i I! /C c1 u i a� f 44c i -/ `1 j M� �I (� /€ V /vc' v L4 ff A• �`%'/ c r l Ago P /1•5c' li - = TIAN gp Acteem WE ARE SENDING YOU Attached ❑ Under separate cover via ❑ Shop drawings D'1nts ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ the following items: COPIES DATE NO. T77 L4 ff A• �`%'/ c r l Ago P /1•5c' li - = TIAN it Acteem MID 6X-u -r/oius 1 r 4c ,4"i0 r© WiA i�c- -1 -0A1 THESE ARE TRANSMITTED as checked below: ❑ Approved as submitted ❑ Approved as noted ❑ Returned for corrections REMARKS ❑ For approval ❑ For your use As requested ❑ Resubmit copies for approval ❑ Submit ❑ Return copies for distribution corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US AZICTP2 "".2.717r" COPY TO SIGNED: C tiatirA4 tn#01-1 61 ow e6,-*1.- " (44'-7" FPt N, bRoCIND FteOle- tviokt..) 1:17 Pk. C. ....■•■■••■•■■•••111r• lea3K rt..ya4 • et-Gra PMFa. fPf+401... I164 14&--rcH, t44.414 _ -1U.4;& CCArefe-, b& way .EXTERIOR: SIDE: 1 Y IWci,V;LA A P ROVED ant71.01C, ./ ■141.UM Pit.44.014 1987 -woo rep 1/2"613,4 opLixv, 196.poFa 1364-4ei- 1*, /4m-vekti .-Ntietinm Hit.. oarrUPVCa 1421.0.6, +21t. fern... ec TPl :140(114.16111122"L.. MECH.; UNIT i SIDE pooPIN6 up mu- M AY 5 1987 L..ovei..,4413• paavi:•, PANEL 15 SCREEN AT MECH. UNIT 88084.05 FMITNION • BOWMAN sweirros • EMRICH ARCHITECTURE PLANNING AND INTERIOR DESIGN 2000 112TH AVE NE BELLEVUE, WASH 98004 (200)4543344 JOHN C.. RADOVICH 121144°A20 FORT. DENT' OFFICE' BUILDING L. • TUKWILANASHINGTON. L 4 A • 4 n r • 4 • • ROOF PLAN X2.4 0 /I0. • I' -D'' \\11-",10 MAY 5 19€ 7 1 86064.06 M111'NVN • • MN ISN 0s ARCHITECTURE PLANNING AND INTERIOR DESIGN 2000 112TH AVE NE BELLEVUE, WASH 19004 (206)4543344 JOHN C; RADOVICH FORT' DENT. OFFICE' BUILDING' TUKWILA,WABHINGTON. JOB DATEV9/61 AR4F 4: 'ailFq'• REGISTERED, ' RMTE BOWMAN' RHlE4TON..�: A !ARCHITEQT iMITHUN-BOWMAN-EMRICH GROUP 2000' 112TH' AVE, . NE' !BELLEVUE, WA 98004 ;454 -3344 36 I a pARCFL B: 'Iihat portion of•vacated Tracts 4 through 9 end 12 through 17, and vacated streets adjoining, in Gundaker s Interurban Addition. lying within Sections 23 and 24, Township 23 North, Range 4 East N.M., ydescribed eel follows: 9AL D�SC:RIF"TIOPd' Beginning at Highway Engineer's Station P.O.T. (211 127+45.0 on the 2H line shown on the State Highway map of Primary State Highway 11 (SR405) Green River Interchange, sheet 2 of 4 sheets, established by Commission Resolution 11192, February 19, 1962; -thence Northeasterly at right angles to 'aid 214 line North 30'27'06" East 218.34 feet to a point on a line that is parallel With and 140 feet (measured at right angles) Northeasterly of the Southwesterly margin of vacated Kennedy Street (67th Place S.) as shown on the peat of Cundaker's Interurban Addition to Seattle, . as per plat recorded in Volume 14 of Plats, Page 46, records of )(trig Couucy, said point being the true point of beginning of the parcel to be described herein; thence from Said true point of beginning aloe said parallel line North 59'32'54" West to the bank of the Green River; thence along the bank of the Green River the following courses: North. 38'19'12" East to a point lying South 30'04'S8" West 334.53 feet from the Southwesterly line of the lands conveyed to King Count by Statutory Warranty Deed recorded under Recording No. ,50/300471 and North 30.04'30" East 335.53 feet to said Southwesterly line; • thence along said Southwesterly line South 59'24'45" Bast 183.62 feet to a }.Dint on the Northwesterly line of the lands conveyed to the City of. Tukwila by Quit Slain Deed recorded under Recording No. 7410290105; thence along last said Northwesterly line the following courses: From a tangent that rears South 30`33'45" West along the arc of `• a curve to the left having a radius of 60.00 feet and a central angle of 33'10'27 ", an are length of 34.74 feet, ir_ha:nca tangent to the preceding curve South 02'16'42" East 152.69 feet; thence tangent to the preceding course along the arc of a curve to the right having a radius of 32.00 feet and a central angle .ref 24'24'42". an are length of 13,63 feet; ,thence tangent to the preceding curve South 22 °08'Q0" West 223.45 feati thence tangent to thelhecediug course along the arc of a curve ..to She right having a radius of 270.00 feet and a central angle ., o_ P8.19'O6 ",,an. arc length of 39,20 feet; ;thence tangent to the Preceding curve South 30'27'06" West' 166.57 feet to the true point of beginning; ;E%CY.P2' that portion conveyed to the City of ?Owl /4 by deed arecordad under Recording No. 7708040599; ,Situate in the City of Tukwila, County of King, State of WatSington. STRUCTURAL ENGINEERS NORTHWEST. 6869 WOODLAWN AVE. NE SEATTLE, WA 98115 `525 -7560 PROJECT DATA VICINITY "DESCRIPTION: `' PROJECT DESCRIPTION: ZONING: BUILDING CODE:.' CONSTRUCTION TYPE: LOCATED `AD JA:Cf=NT ' TP THE GREEN RIVER, FORT DENT PARK TO THE NORTWEFT, UNDEVELOPED LAND OTHER IMMEDIATE VICINITY, A TWO STORY (OFFICE BUILDING ' C--2, SHORELINE 1985 UBC 5-N (PER SECTION 506 -3 :B), SPRINKLERED SEISMIC ZONE :. 3 SITE AREA: 2.28 ACRES, 99,, 347.98 SO , FT , SITE COVERAGE BY BUILDING: 20,685 SL,FT. BUILDING GROSS SQUARE FOOTAGE: 39, 27? SO . FT. TOTAL. PARKING REOOIRED @ 2,74000: ,I '99 TOTAL PARKING PROV I DEO,. .125 r F; ...rei ! M i;',.,, c..R.S4?r "'; r ,%'I„P'eY....i7` r!,/"f'.er eee,ereepemAi;' ;F,' Y: '��:re.4 >{.3.4Y..S1/'..4. leTOW'✓ ."✓,`. :,;;:}T". 11111111111111 11 0 ,e r ; ;s INC.. 1 • CIVIL STEPAN & ASSOCIATES '33505 - 13TH PLACE SOUTH :FEDERAL WAY, WA 98003 682 -4771 DRAWING INDEX A 1;0 A 1:1 A 1.2 A 2.0 A 2.1 A '2.2 A'2,3 A 2.4 A {30 A 4.0 A 5.0 A 6.0 A 6.1 A 6.2 COVER SHEET SITE PLAN. SITE DETAILS FIRST FLOOR PLAN SECOND FLOOR PLAN REFLECTED • CEILING PLAN CORE PLAN, DETAILS ROOF PLAN, ROOF DETAILS DOOR & FINISH SCHEDULE ELEVATIONS BUILDING SECTIONS WALL SECTIONS DETAILS STAIR DETAILS 5-1 SO. PARTIAL FDN: PLAN S--2. NO. PARTIAL FUN. PLAN S -3 SO. SECOND FLR. FRAMING S -L NO. SECOND FLR. FRAMING SO . ROOF FRAMING S26`. NO. ROOF FRAM ING Ire os I. f coma) tr'''ot ecr 1.0 ocK W t l° a4 t.‘51-ale, ' ce C rcne log (4 and 1/7 p( YVc 1ayi wita, b . De C - /-rcz.i I and, a Cee,55 w ar& aloY19 and on -6Vp074 6 f. `;4 1inc d4 6e ;v aCee53 road ." ii""`•` LAN DSCAPE TOM NISHIMURA , 2929 NE 124TH ST, #106 ICELAND, WA 98033 623 -5736 S -7 , FOUNDATIM SECTIONS .t. S-87---".SECOND FLR. FRAMING SECTIONS 5 -9 SECOND `FLR, FRAMING SECTIONS 5 -10 . ROOF FRAPU NG SCCTI ONS S -41 ROOF FRAMING ' SECTI O1`1,: 5� -12 PANEL ELEVATIONS S -13 PANEL ELEVATIONS S -14 PANEL CONNECTIONS & GENERAL' NOTES Sc-..' C'2 C -3 GRADING, DRAINAGE & UTILITY : PLAN T.E.S.C.P. CIVIL DETAILS LANDSCAPE PLAN FILE COPY I understand hat the n!an Check .approvals at=e, s ipiect to errprs and omissions and approval( of plans does no authorize the violation cf any adopted Lode lor• :ordinance. Receipt of contractor's copy of approved S lans ackn ow;ed d. Date - `f Perm No PLAN REVIEW FOR COMPLIANCE WITH THE FOLLOWING'ORDINANCES ONLY -! , SUBJECT TO INTERPRETATIONS Or r ThF GOVERNING At)1HOUITY, ERRORS, • OMISSIONS f ND INCONSISTENCIES. DATE IN .III ± BY 5 %.'�t DATE OUT � MA "AN & SMITH, INC. CIl5Y I1r "TLIKw ltII AIPf ?.0VED DEC 3 1.1986 110 NUR]) • P'lECEV D CIT OF TUKWILA OCT 20 1986 BUILDING De`.` nr 10V 0 ‘; 1986 yr SMITH. FIEVIEW-p �7.. : -;Fv. r. ...fu .. .vY r.. _i.:..4.$S.�. s'-� E... ., ,���••s.4 111 1111 111111•111J I1I111I111I111111111111111I111III III 111 1 III I 11111111 II 1111111111111 11 IIII1�11!1, 2 3 4 5 6 7 8 0E, f>)' ve. GZ 9(: SZ hZ CZ or- s �3z�• x.Py r' � 3 .. a if. 1111111;11111 1111111 II11111I111111I III 111IIII 111 the'rnicrofilmed document is less clear than this it' is due to the quality' of the of °igina1 document. .tea /• c i•..., ..•. °„iY.�iks......Tl1Faas:wa> ---- t .y. tir.. ..R�#}awn " M.,..w. r,. �iYJ r. I 1j II fi " •. :v...�_°Cii 'att +lijt} zL Ia {t !9 s +� E �I11 111 1II{IIIIIIIII6111111111111111 01 1111 IIl111!1 IIII111111 I11 �IIli11 11i11�1111111I11I11111III1!1111 111111111111 111111111111111111I1111111 III1 1 111111111111111111111111IIIlill llilil 111 11 111I111111IIIIIII IIIII1I11iilfll1111 1111111 11111111 11I111111111IIIIiIiIlIl11 I41I111iIIIIIr111IIII 9 10 11 MIME I"6FHMAN' 12 r r% • bY. .yYUCReG#✓Yt .�.M*Jb ?z?fim Mt 1qr .,K , S. ! MITMEN BOWMAN EMRICH ARCI- 4 ITECT'.UR`E PLANNING AND INTERIOR DESIGN RECEIVED CITY OF TUKWILA OCT �� y //2{g0 1986 adu ING ) : 2000 112TH AVE NE BELLEVUE. WASH 98004 (206)/154.3344 JC NQ0 64: 3 DATE ► �' .� s �r •`.di ' .1 :4 • J • , GREEN 'RIVER ItYlA ,430,60 Pr 14" 411 "..."77.••• • - ...meenivIdo7•70 0.711 we; • 417.• ONO ••••■•• .....11.••••••■•••• ••■•••• --' -(10- tgeSir-1.- ammia•urrr 1.7•1-7.171117 67. • -4) • • • 2LAttrAntzs- ov• mob •••••■ SINS PROPOSED STRUCTUREi ,;t" .39,274 GLOSS SO,, FT • ruz- • atza. A " 2,,A:v12 . a 'I Z1-0 : i t av" W.44-44- ozo-pvl..,r+461614". ?-2("11")) • • Hr 7.: .770 0:6 t p 4'2,6 • vaer2AV • Ifni 4,91).70, •• Zroar, 204 I 4,e; /416, tsp.,: z7,6r2. FE4r2pc• '&.7''- ,2.1;le. meal rA-Rietsor b..I 6Z7dryz. ° *l-4176,-r w rrtt,f. Pals c2 r5" PEgtsear), • is•igYV . rep- ony _ . , I 2 SPACE8! *7- U161-9T1NC7 W' 0,92,0/46,› i4r> R:Ptra. t4. IH W 1.06.1-11;xereipa rrW--41-crope4-T *et :cevf-46,fataritlorknLA-ta-Rip • • ne5k1F.,P4oL4r. '-/se1/4/ WNW Ce>1--Cralt• LW I }-4, • Ss 7( \ If•P% MITHUN BOWMAN EMRICH ROUPPS ,A.(2C H I T E C PLANNING AND INTERIOR DESIGN CITY OF •linovit,A, OCT 20 1986' BUILDING DEP% 2000 112TH AVE NE BELLEVUE. WASH 98004 (206)454.3344 r.tte,jr-4i-i-r rink-7—f • e, la, "1. I MT REVIEW 7.711711.71.71*. B ELLEVUE V CENTEF1 - , 04ittaft + • • "23-3,0S,Mtr..,701:71.,e.e.WX171TA-Ve,74-AdSkAr10491 ' 111111111111 11111111111111111 11111111111111111111111111111111111i111111111111111111111 0 1611Is I IN( 2 3' 5. 6 7 9 10 11 MAnE GERUANY Oti:. 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OCT 2t; 1'`66 UU.1.U00,,i Lite]. 2000 112TH AVE NE BELLEVUE. \'VA°SH 98004 (206)454'3344 JOB NOs+9 4.0 t DATE : 9 -26- 86' CURTAI WALL SILL J 3 5/8" MTL. STUDS R -19 BATT. INSUL. 5/8" 'X' GWB r-- SUSP. CEILING LET f\ :CURTAIL HEAD 3" i• • • A/ " ° O. 0 .•0 SCORE LINE -)) 4" MTL. STUDS R -19 BATT. INSUL. 5/8" 'X' GWB INTEGRAL HEAD JAMB & SILL EXTENSION SUSP. CEILING ME= 3 TYP . WD W. HEAD 3 " =1' -0" GRID 12 1/8" TYP. WD W. SILL 3 "= 1'--0" BELLEVUE COPY CENTER 4" MTL. STUDS R -19 BATT. INSUL. 5/8" 'X' GWB 1 1/2" TREATED NAILER TOP & BOTTOM SHIM ALUMINUM INTEGRAL HEAD JAMB & SILL EXTENSION ALUMINUM INTEGRAL HEAD JAMB & SILL EXTENSION SHIM 5/8" 'X' GWB R-19 BATT. INSUL. 1 1/2" TREATED NAILER TOP & BOTTOM 4" MTL. STUDS 7 • METAL PARAPET FLASH W /CLEAT CONT. SOLID BLKG. FROM 3x TREATED CON T. BLKG. INRPANEL(VERIFY WITH STRUCT.) PRECAST CONC. PANEL SEE STRUCT. TYP. FOR SPANDREL RE1NF. /�-- 4x4 TREATED CANT CONT. 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MTL. 10 PANE JOINT 1/2 —1 -•0 1 1/2" FURRING BATT. INSUL. 5/8" 'X' GWB 1! .1 COLUMN @ MULL. 3 " =1' -0" NON- SEGMENTED FLASHING WD. CAP FROM 2x10 { BUILT UT' ROOF 1 /2" CDX ON COLD P., ; ROLLED CHANNELS EXTEND UNDER FLASHING CANT /INSUL /V.P. PER �` ;:,. CU NAIL WALL 12 =PARAPET SEE STRUCT. 8" COLUMN SEE STRUCT. �`--- SOUND SEALANT <---_— 5/8" 'X' GWB NOTE: SOUND PARTITION C� TYP. TENENT IMPROVEMENT ONLY NOT IN CONTRACT MULLION ----TREATED WD. NAILER C- 2 1/2" STL. NAILERS SHIM CORNER GAUR 1' -5 1L2" 7/8' ` 1' -5 518" 7/8' 3' -0" PAVILLION SOFFIT 3- SEAL8' ANT —J MOLD & TAPE L -- 5/8" EXT. GYP SOFFIT BD. EQ. 7L8 "4,. EQ. 3' -0" MTL. PANEL RECESS 14 - COUNTERSINK SCREWS 1 1/4"x1 3/4 "x 1/4" STI_. ANGLE 1 /8" STL. FORMED /GALV. OR 1/4" ALUM. W ISOLATION GASKETS 1 1/2"=V-0" 8" ( -BACKER ROD & SEALANT '� 1„ N 1 1/2- VITL. 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WASH 9804 (206) 451.3344 JOB' NO. 84rQr,, f DATE. g- Gtv- 4 1.1.011, Lc?" /o1-o" /51-0" /o [260/-- e!/z"] tr) N 1 / 10,1101.6.0 E - 0 36,e 57/./ 24.o In N --22 TYPE. k/55 vEk' cc,k) ,ec2c2F OEC.< 14 -10 Lg i/2 kJ/E3 g 35 4111 /3/54 F_____1—..-------------r. _......... .....=,.—... in f't) x r \t st.T ' .. ti) t, vi vv/3x35 1,1) k 141 1- 4 E3.4/ 37 2e-.., c;Al B.4. k 1 24.o In N --22 TYPE. k/55 vEk' cc,k) ,ec2c2F OEC.< 14 -10 Lg i/2 kJ/E3 g 35 4111 /3/54 F_____1—..-------------r. _......... .....=,.—... in f't) x NI x scQ lin \t st.T ' .. ti) t, vi vv/3x35 e 6,1.1 7431‹ <i2.2 > 25' 2// .4 2 . ,v)(0(q 4 Al 13- 414 , 3c0 6,1,1 5.4K 0 - 0(k ,----61 -27z,"] tl■ -..:. it)( — --. --„, I- N (Zis \-.) \I • /4 (I) 5E A M 6.4 - 7:s, c,oz., • 0 -1 I '9 vv2/ '444 Li 1 A /2 /5-12 --•••••••1111-- N O-/2 5-10 oPP. 0-1/ app 2 -;;,-MEGH. 5C,CE:EA/, 555 ARCH. pg L0C.A77(21,./ 4"c2iJC. 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S f, 3/4 „_ / , -D ;op; AMA AKIN Faieffq Wanti > Nweel ;.-10/1P41111 00-124 ;;;0.10 Imams mom pessifq • PfaMMI • r, mewl MITHUN BOWMAN A.i<cHITECiiRE LANNiNG AND 2000 112TH A• /F r.. ` BF i- 4 .r.. , U L' _ • •�`' • ki. P A o LOA[75 HA‘,/ �` „ OGA /mil f PP/ / ED -L G9 g 4 X //ep r /' -0" ��-'/ 2- e 6o" (4A. f2 TA/L //2'' /' PA,'Ai J E CT / Q AJ 13 5, 6 7 8 9 10 If the Microfilmed docurmeret is less clear than this Oti�"ey it is due to the quality of the original document - Lc (J1 i ;Z hL EL t2, f>l' th Ll 9t SI <il Li ZL �t 6 L. 9 Si fi > Z t v:v, i I t�Z,..._._ �Cia,... II IIhI I! I !I!i!i�!Ill�illl�il'!i11!111i!i '!!VIII!IIII!I! VIII! IIIIIIIIII !�!IIII,I!II,I!II!il!I! 111111! I�Ilillllllll!I!Ii!I�IIIIIIII,! ii!11lIII II!Illlll IIII IIII III!Illi! 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If the thicrofilmed.dodument is-lepa clear than this .- :,..•.. . • it is :4iie . to th quality of the otigl.rmi.:_documeht. - • ' : :'*: OE 6e ue Le 9e S? +73 EZ ,.-.:, ..,,..tt,:..,..6t.,,, ....1t......„Ii...--a,,..,..,t,,,,,.....,„". ii ,....„......6c,„,..„...._,„: 1 9 47 E Z 1 vo4 0 hIllh!lihnilindlifild1111,1111hnihnhillifilh!Ilihd1WW11111111111hd111111AllidllihrnhildH11114111111111111.11111!1111111111h11111,Hli01111111.614111.111101.111111111111IIIII.I,11611,111111.1011111111111141.1)1111.11111,1111111!141.1!Iii!Llii,111,1b1.!1. a. 0 eAT P� g A 'CC- P. kjA L Le PE../2 5-is° e.;)/H. 10-1/ CON/V. PER 0-1/ 1 f EE/n/F. Pg:,e [3/1 33 " 601V PEI -7 PRECAST PANEL NOTES 1. PANEL ELEVATIONS SHOW OUTSIDE FACE 2. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR CO FORMING PANELS. 3. PROVIDE ADDITIONAL REINFORCING AT OPENINGS WITH HORIZONTAL TRIM BARS EXTENDING 2'0" MIN. BEYOND EDGE OF OPENING AND VERTICAL TRIM BARS RUNNING FULL LENGTH. 4. TYPICAL TRIM BARS: 2 - 14, ONE EACH FACE, AT PANEL PERIMETER. U.N.O. S. PANEL LIFTING STRESSES ARE TO BE CHECKED BY CONTRACTOR WHO SHALL PROVIDE REINFORCING STEEL AS REQUIRED FOR HANDLING AND ERECTION. USE STRONG- BACKS AS REQUIRED AT EXCESSIVE PANEL OPENINGS. 6. PROVIDE 3/4" CHAMFER AT ALL EXPOSED CORNERS UNLESS OTHERWISE INDICATED ON ARCHITECTURAL DRAWINGS. 7. PROVIDE 3 COATS ASPHALTIC PAINT OR A 3" MINIMUM CONCRETE COVER AT ALL CONNECTIONS EXPOSED TO EARTH OR WEATHER, UNLESS NOTED OTHERWISE. 8. MAXIMUM DEPTH OF REVEAL STRIPS TO BE 3/4" SEE ARCH. DRAWINGS FOR LOCATION. VERIFY ALL PANE,. THICKNESS WITH ARCH, DRAWINGS. 9. PANEL CONNECTIONS FOUND ON SHEET S- 10. PROVIDE 1/2" CLEARANCE BETWEEN PRECAST ELEMENTS UNLESS NOTED OTHERWISE. 11. SHOP DRILL (1/4" DIAMETER) AIR RELEASE HOLES IN EMBEDMENTS AT 6" o/c AS REQUIRED IN ORDER TO DISPLACE ANY VOIDS IN FORMWORK. 12. REMOVE ALL WELD SLAG AROUND EMBEDMENTS EXPOSED TO WEATHER AND SANDBLAST. PROMPTLY PAINT WITH TWO COATS OF RUST INHIBITING PRIMER PRIOR TO FINAL PAINTING. 13. TYPICAL PANEL REINFORCING TO BE #4 AT 16" o/c EACH WAY UNLESS NOTED OTHERWISE. PLACE HORIZONTAL REINFORCING AT CENTERLINE OF PANEL UNLESS NOTED OTHERWISE. TYPICAL PANEL THICKNESS IS 6" U.N.O. • ".• ..."-- 111111/11111111111111111111 1 1111 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 3, 4 6 7 8 9 10 1 1 MADE IN GERMANY 12 MITHUN BOWMAN EMRICH GROUP-PS ARCHITECTURE PL A TN ! N G AND iNTERiOR rEsiGN 2000 11 B E E S 9PO01 (2Ot • T Yf-t 0 GONn1. -„ 07 "L. d # 3 E 4" a 5- 3 C�4 "e P /V A (-5 -# ¢ x 2' b" e 4 "2- WELoeo 7O cat, J 9 x , / 2 )C 28'/2. " !A.,/ / - *5 V/T ei 2 -, x;�,, 4' -o" HD2 /z. PLAN I c PL,AI4 %2 / �' 5 V E; T c4 2- x .¢ %t1 /400 /Z ' c F„ *a. P.C. 5PANOgEL- 2 -#'4 x 1 ___ —.-. -_ f3 '487%72" 7:5, c oL , 211 453t# . PLAN 4, 42 .'O"-4" Hol-.t 1- f U - KE AL-. //VSEgr w/ cc7i/_ r�DLT PL. 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COOE: UNIFORM BUILDING CODE - 1985 EDITION LIVE LOADS -ROOF. ..25 PSF SNOW ( MECHANICAL EQUIPMENT AS NOTED) OFFICE FLOORS....50 PSF A. 20 PSF I'ARTITIOYi D.L. PARKING.. .50 PSF. LIVE LOADS REDUCED PER UBC SECTION 2306. STAIRS, LOBBY & CORRIDORS...100 PSF�STAIR DESI._$Y "E.�BRICATIOR -SEE SHOP DRAWINGS NOTE BELOW) WIND... 80 MPH, EXPOSURE B. -I�aM G ZONE 3• FOUNDATION • `t THE+IPODNDATION WAS DESIGNED IN ACCORDANCE WITH SOILS REPORT NE -3007 PREPARED BY EARTH CONSULTANTS, INC. DATED JUNE 13, 1986. ALL FOOTINGS DESIGNED FOR AN ALLOWABLE SOIL SEARING CAPACITY OF 2500 PSF WITH 1/3 INCREASE ALLOWED FOR WIND OR SEISMIC. FOOTINGS SiOULD BE BOTTOMED AT A MINIMUM DEPTH OF 12" BELOW THE LOWEST ADJACENT OUTSIDE FINISHED GRADE. FOOTINGS SHALL BEAR ON AT LEAST TWO FEET OF STRUCTURAL FILL. SEE SOILS REPORT FOR RECOMMENDATIONS REGARDING OVEREXCAVATION AND PLACEMENT OF STRUCTURAL FILL, SLAB ON GRADE, WALLS, DRAINAGE, SITE PREPARATION AND GENERAL EARTHWORK. ALSO SEE SOILS REPORT FOR OUTLINED SURCHARGE PROGRAM. ALL EARTHWORK SHALL BE PERFORMED UNDER OBSERVATION AND TESTS OF EARTH CONSULTANTS, INC. AND A LETTER OF COMPLIANCE SHALL BE SUBMITTED TO _BUILDING DEPARTMENT AND ENGINEER. CONCRETE (SPECIAL INSPECTION REQUIRED) f cc=4000 PSI FOR P.C. PANELS. f'c =3000 PSI FOR ALL OTHER CONCRETE. DESIGN MIX APPROVED BY ENGINEER AND BUILDING DEPARTMENT. 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 -83, PROPORTIONS OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE MIX WITH 4 MAXIMUM SLUMP WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. 3/4" CHAMFER ALL EXPOSED CONCRETE EDGES UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. ALL ADMIXTURES TO BE APPROVED BY ENGINEER AND BUILDING DEPARTMENT. MAXIMUM AGGREGATE SIZE = 3/4 ". AIR ENTRAIN ALL CONCRETE EXPOSED TO WEATHER WITH 4 TO 6% AIR BY VOLUME. REINFORCING STEEL A14. REINFORCING STEEL SHALL CONFORM TO ASTM A615 -78, GRADE 60 (fy= 60,000 PSI); USE GRADE 40 (fy=40,000 PSI) WHERE REINFORCING IS TO BE WELDED OR REBENT. LAP CONTINUOUS REINFORCING BARS 36 BAR DIAMETERS, 1'6" MINIMUM UNLESS OTHERWISE NOTED. PROVIDE CORNER BARS (1'11" BEND) FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH "ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES ". WELDED WIRE FABRIC (Win) CONFORM WITH ASTM A185. COVER TN MAIN REINFORCEMENT TO BE: FOOTINGS 3 INCHES FORDED SURFACES -- WEATHER FACE 1 -1/2 INCHES -- INTERIOR FACE 3/4 INCHES - -EARTH FACE 2 INCHES USE FRESH E70 LOW HYDROGEN ELECTRODES TO WELD REINFORCING. CONFORM TO PROCEDURES OF AWS D12.1- "RECOMMENDED PRACTICES FOR WELDING REINFORCING STEEL ". IF CARBON CONTENT EXCEEDS .40% SPECIAL PREHEAT AND INTERPASS TEMPERATURES IN ACCORDANCE WITH D12.1 WILL HAVE TO BE MAINTAINED DURING WELDING. SUBMIT MILL CERTIFICATE SHOWING CHEMICAL CONTENT. ALL WELDS BY CERTIFIED WELDERS. NO WELDS WITHIN 3" OF BEND. REINFORCING HOOKS TO COMPLY WITH ACI STANDARD HOOKS, EXCEPT STIRRUPS AND TIES TO HAVE 135° ACI SEISMIC HOOKS. STRUCTURAL STEEL 'AIL WORK IN ACCORDANCE WITH "RISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS ", 11/78 AND AISC CODE OF STANDARD PRACTICE. STRUCTUAL STEEL - ASTM A -36 (fy= 36,000 PSI) PIPE COLUMNS - ASTM A -53, GRADE B (fy= 35,000 PSI) TUBE COLUIINS - ASTM A500, GRADE B (fy= 46,000 PSI) WELDHEAD STUDS - ASTM A -108 (fy= 55,000 PSI) MACHINE BOLTS -• ASTM A -307 HIGH STRENGTH BOLTS - ASTM A -325 -- USE TYPE N CONNECTION - BEARING WITH THREADS INCLUDED IN SHEAR PLANTE. ALL HIGH STRENGTH BOLTS SHALL BE TIGHTENED TO 70% OF THE SPECIFIED MINIMUM TENSILE STRENGTH. BOLT HOLES SHALL BE BOLT DIAMETER PLUS 1/16 ". ALL BURRS, DIRT AND OTHER FOREIGN MATERIAL WHICH WOULD PREVENT SOLID SEATING OF THE BOLT SHALL BE REMOVED. WHEN ASSEMBLED, ALL JOINT SURFACES INCLUDING THOSE ADJACENT TO THE BOLT HEADS, NUTS OR WASHERS SHALL BE FREE OF SCALE EXCEPT TIGHT MILL SCALE. BOLT DIMENSIONS SHALL CONFORM TO THE CURRENT REQUIREMENTS OF THE AMERICAN NATIONAL STANDARDS INSTITUTE FOR HEAVY HEX STRUCTURAL BOLTS, ANSI STANDARD B18.2.1. BOLT LENGTH SHALL BE SUCH THAT THE POINT OF THE BOLT WILL BE FLUSH WITH OR OUTSIDE OF THE FACE OF THE NUT WHEN COMPLETELY INSTALLED. NUT DIMENSIONS SHALL CONFORM TO THE CURRENT REQUIREMENTS OF THE AMERICAN NATIONAL STANDARDS INSTITUTE FOR HEAVY HEX NUTS, ANSI STANDARD B18.2.2. A325 FASTENERS MAY BE INSTALLED WITHOUT HARDENED WASHERS WHEN TIGHTENING IS BY THE TURN-OF-NUT METHOD. A325 BOLTS TIGHTENED BY THE CALIBRATED WRENCH METHOD SHALL HAVE A HARDENED WASHER UNDER THE ELEMENT (NUT OR BOLT HEAD) TURNED IN TIGHTENING. PROVIDE MINIMUM EMBEDMENT FOR ANCHOR BOLTS PER UBC TABLE 24G FOR MASONRY AND UBC TABLE 26G FOR CONCRETE. "PARABOLTS ", KWIK BOLTS OR OTHER APPROVED CONCRETE EXPANSION ANCHORS MAY BE USED INSTEAD OF ANCHOR BOLTS IN CONCRETE. CONFORM WITH ICBO APPROVAL FOR CONCRETE ANCHORS USED. ALL WELDING CONFORM WITH AWS D1.1 - "STRUCTURAL WELDING CODE" AND UBC STANDARD 27 -6. WELDS NOT SPECIFIED SHALL BE 1/4" CONTINUOUS FILLET MINIMUM. ALL WELDS BY WABO CERTIFIED WELDERS. USE 70XX ELECTRODES. SEE SPECS FOR ITEMS TO BE GALVANIZED. CONTRACTOR MAY FIELD OR SHOP WELD AT HIS OPTION. ALL STEEL MEMBERS SHALL BE GIVEN ONE SHOP COAT OF APPROVED PAINT. STEEL JOINTS K &LH SERIES - IN ACCORDANCE WITH "STANDARD SPECIFICATION FOR OPEN WEB STEEL JOISTS, K SERtrS" STEEL JOIST INSTITUTE AND AISC. VERIFY ALL MECHANICAL AND ELECTRICAL LOADS. PROVIDE BRIDGING AS REQUIRED BY JOIST MANUFACTURER. DESIGN TOP CHORD FOR DRAG LOADS WHERE NOTED ON PLANS. 1/3 STRESS INCREASE MAY BE USED FOR DRAG LOAD IN COMBINATION WITH VERTICAL. LOADS. STEEL ROOF DECK TYPE "HSB -36" WIDE RIB GALVANIZED) ROOF DECK CONFORMING WITH ASTM A446, GRADE A OR BETTER. GALVANIZE PER ASTM A525, G -60 COATING CLASS. USE 22 GAGE MATERIAL. WELD AND BUTTON PONCH PER SCHEDULE. VERCO MANUFACTURING OR APPROVED EQUAL IN ACCORDANCE WITH ICBO REPORT #2078 STEEL FLOOR DECK STEEL FLOOR DECK TO BE 26 GAGE GALVANIZED VERCO OR EQUIVALENT WITH 6x6- W1.4xW1.4 WWI. iIINIt1UM PROPERTIES OF STEEL DECK SHALL BE I =.073 iN4, S --.098 IN3. DECK SHALL CONFORM TO ASTM A446, GRADE E WITH A 80,000 PSI YIELD. CONNECT TO SUPPORTS WITH 4 PUDDLE WELDS PER SHEET ACROSS EACH PANEL, PUDDLE WELD AT 18" o /c/ AT SUPPORTS PARALLEL TO SPAN AND BOTTOM PUNCH SIDE SEAMS AT 24" o/c MINIMUM TYPICAL UNLESS NOTED OTHERWISE. PLACE MESH AT CENTERLINE OF CONCRETE DEPTH OVER DECK. USE NO CONCRETE CONTAINING ADMIXTURES WITH CHLORIDES. WINDOW WALL SYSTEM WINDOW WALL 8 CONNECTIONS TO THE STRUCTURE (INCLUDING EMBEDDED PORTION THEREOF) ARE TO BE DESIGNED BY A WASHINGTON LICENSED STRUCTURAL ENGINEER TO THE 1985) BC. SUBMIT DRAWINGS INCLUDING PLACING DRAWINGS AND CALCS (STAMPED AND SIGNED BY THE ENGINEER) TO THE BUILDING DEPARTMENT, ARCHITECT AND ENGINEERS NORTHWEST FOR REVIEW PRIOR TO FABRICATION. EMBEDDED CONNECTIONS ARE TO BE SUPPLIED BY THE WALL SYSTEM SUPPLIER - COORDINATE WITH GENERAL CONTRACTOR. I LIGHT GAGE STEEL STUDS 14 AND 16 GAGE TO CONFORM TO ASTH 446, GRADE D. 18 GAGE AND LIGHTER TO CONFORM TO ASTM 446, GRADE A. LIGHT GAGE FRAt1ING TO HAVE THE FOLLOWING MINIMUti PROPERTIES: SIZE CAGE I(in4) S(in3) A(in2) ry(in) C 3 -5/8 16 .911 .502 .362 .612 CW 6 14 4.201 1.400 .614 2.316 PROVIDE BRIDGING PER MANUFACTURER'S STANDARDS PRECAST WALLS PANEL LIFTING STRESSES ART: TO BE CHECKED BY CONTRACTOR AND HE SHALL PROVIDE REINFORCING STEEL AS REQUIRED FOR HIS METHOD OF HANDLING AND ERECTION OF PRECAST PANELS. USE STRONGBACKS AS REQUIRED AT EXCESSIVE PANEL OPENINGS. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD. SEE SHEET S -14 FOR P.C. PANEL NOTES. SPECIAL CONDITIONS CONTRACTOR SRALL-VERIFY ALL DIMENSIONS IN FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTTRACTOR SHALL NOTIFY ENGINEER AND ARCHITECT OF ALL FIELD CHANGES PRIOR TO INSTALLATION. SHOP DRAWINGS SUBMIT 2 PRINTS AND I SEPIA OF SHOP DRAWINGS TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION FOR: STRUCTURAL AND MISCELLANEOUS STEEL INCLUDING EMBEDDED ITEMS, REINFORCING, METAL DECK, STEEL JOISTS, EXTERIOR WALLS. SUBMIT STAIR SHOP DRAWINGS AND CALCS BOTH STAMPED AND SIGNED BY A LICENSED WASHINGTON STRUCTURAL ENGINEER TO ARCHITECT FOR REVIEW. SHOP DRAWINGS SHALL BE REVIEWED AND APPROVED BY THE GENERAL CONTRACTOR PRIOR TO SUBMITTAL TO THE ARCHITECT. CONTRACTOR INITIATED CHANGES ALL STRUCTURAL CHANGES FROM THESE DRAWINGS, INITIATED BY THE CONTRACTOR OR HIS SUBCON- TRACTORS SHALL. BE SUBMITTED TO ENGINEERS NORTHWEST AND THE ARCHITECT (INCLUDING CALCULATIONS AND DRAWINGS BOTH STAMPED AND SIGNED BY A LICENSED WASHINGTON STRUCTURAL ENGINEER) FOR REVIEW PRIOR TO CONSTRUCTION. INSPECTIONS ih PECT10NS ARE TO BE PER UBC SECTION 306 AND ARE TO BE BY AN INDEPENDENT TESTING LAB APPROVED PRIOR TO STARTING CONSTRUCTION BY THE BUILDING DEPARTMENT AND ARCHITECT._ INSPECTION REPORTS ARE TO BE SENT TO THE BUILDING DEPARTMENT, ENGINEER, ARCHITECT, CONTRACTOR AND OWNER. FOUNDATION: CONCRETE AND REINFORCING: CONCRETE: REINFORCING: POST - TENSIONING: STRUCTURAL STEEL: STEEL DECK: ' NOTE: SOILS ENGINEER TO INSPECT FOOTINGS EXCAVATIONS JUST PRIOR TO CONCRETE PLACEMENT TO INSURE MATERIAL IS DRY AND DENSE. TAKE DENSITY TESTS. A SPECIALLY QUALIFIED INSPECTOR APPROVED BY THE BUILDING DEPARTMENT SHALL PROVIDE CONTINUOUS INSPECTION OF THE PLACEMENT OF THE REINFORCING AND CONCRETE AND SHALL SUBMIT A CERTIFICATE INDICATING COtFLIANCE WITH THE PLANS AND SPECS TO THE ENGINEER, ARCHITECT AND BUILDING DEPARTMENT, UPON COMPLETION OF CONCRETE PLACEMENT. TAKE CONCRETE CYLINDERS AS REQUIRED, VERIFY SLUMP, AIR ENTRAINMENT (IF APPLICABLE) AND STRENGTH. VERIFY ALL REINFORCING IS PLACED IN ACCORDANCE WITH APPROVED PLANS. CHECK FOR REQUIRED COVER, SIZE, GRADE, Fy AND Fu (FROM MILL CERTIFICATES)_ CONTINUOUS INSPECTION REQUIRED DURING TENSIONING. WASP VERIFY ALL WELDERS HAVE CTIRENTACERTIFICATION. INSPECT ALL SHOP FULL PENETRATION AND FILLET WELDS 3/8" AND LARGER. INSPECT ALL FIELD WELDS. FULL PENETRATION WELDS SHALL BE INSPECTED WITH ULTRASONIC OR RADIO- GRAPHIC METHODS. IF APPROVED BY BUILDING OFFICIAL, THE NON - DESTRUCTIVE TESTING RATE MAY BE REDUCED TO 25% IN ACCORDANCE WITH THE EXCEPTION OF SECTION 2722 OF UBC. BASE METAL THICKER THAN 1 -1/2" WHEN SUBJECTED TO THROUGH- THICKNESS WELD SFHRINKAGE STRAINS SHALL BE ULTRASONICALLY INSPECTED FOR DISCONTINUITIES DIRECTLY BEHIND SUCH WELDS AFTER JOINT COMPLETION. ANY MATERIAL DISCONTINUITIES SHALL BE ACCEPTED OR REJECTED ON NNE BASIS OF THE DEFECT RATING IN ACCORDANCE WITH THE (LARGE REFLICTOR) CRITERIA OF TABLE 127 -6 -E OF UBC STANDARD 127 -6. CONTRACTOR HALL PAY FOR REWELDING"AND REINSPECTION OF ALL WELDS NOT MEETING SPECS: ALL HIGH STRENGTH BOLTS SHALL BE TIGHTENED USING "TURN -OF -NUT" NETHOD, CALIBRATED WRENCH OR ENGINEER APPROVED DIRECT TENSION INDICATIORS. IF CALIBRATED WRENCHES ARE USED A MINIMUM OF THREE BOLTS OF EACH DIAMETER MUST BE TIGHTENED AT LEAST ONCE EACH' WORKING DAY IN A CALIBRATED DEVICE THAT DIRECTLY READS THE TENSION. VERIFY THAT DECKING IS INSTALLED EXACTLY AS SHOWN ON DRAWINGS. VERIFY DECK GAGE, ALL WELDS, SEAM CONNECTIONS AND WELDERS QUALIFICATIONS. INSPECTIONS REPORTS ARE TO BE EXPEDITIOUSLY SENT TO THE BUILDING DEPARTMENT, ENGINEER, ARCHITECT AND OWNER! NOTE TO MECHANICAL AND "ELECTRICAL TRADES CONTRACTOR SHALL SUBMIT PLANS SHOWING LOCATION, LOAD AND ANCHORAGE OF ALL HANGERS SUPPORTING ANY MECHANICAL, ELECTRICAL, PLUMBING OR SPRINKLER LOADS IN EXCESS OF 50 POUNDS. ANY ROOF t1OUN1ED EQUIPMENT SHALL BE INCLUDED IN THESE PLANS AND SHALL SHOW LOADS AND LOCATION. THESE PLANS SHALL BE SUBt1ITTED TO ENGINEERS NORTHWEST FOR APPROVAL PRIOR TO INSTALLATION OF ANY OF THIS EQUIPMENT. JOIST GIRDERS JOIST GIRDERS DESIGNED AND FABRICATED IN ACCORDANCE WITH "STANDARD: SPECS FOR JOIST GIRDERS", STEEL JOIST INSTITUTE. DESI N JOIST GIRDERS FOR FLOOR AND ROOF LOADS SHOWN ON PLANS OR AS REQUIRED. DESIGN TOP CHORD FOR DRAG LOADS WHERE NOTED ON PLANS. 1/3 STRESS INCREASE MAY BE USED FOR DRAG LOADS IN COMBINATION WITH VERTICAL LOADS. VERIFY ALL MECHANICAL LOADS. MANUFACTURER TO PROVIDE SPECIAL CONNECTION AS SHOWN OR REQUIRED.,. 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WASH 98004 (206)454.3344 JOB NO. 06,051 DATE: 9.2C� -�� 9 15 - PATc -H 13.1..00 - oJT FOX p n.J# /N5? 649NG: 5-/& G -/lo 5 E. 7- / 0 Ai C - /&, INFILLEWil CONY CE4fl %:'..k?�Yr,�ylrs�; its +�Y..e":.,.:,a�;r.:S,.;fixJl�11 �Y,+ ia. �vs. i" v '.i}?:.ici,".�rfk'fk',•}rt /,..r; :;'�F• .+,n "aica,. .c,:..,n:". , ,, .��•�"h� 0 A PLAT I £3 - 7 E Q. 5ECT/QiV lam z„ 2„ la" � f 4 -* / PLAN {, c • PLAN 1' 3/ It= / {� 6,11 6osmY•■•••••■ -4t 4 VEgr. -_ -_. -4 - #4 e.v/7 // 111 2'- PI_ AN - /8{'!p# GU,.IC, CUL. W/ 4 - 8 VEgT. 3 - 8" c- P3T'✓til, =-=.711M 'ECT;cA./ a -/ 3/4 'I s / � of _- demmiaamMIUMMIEMINOMENOWIIMMINIONOMMIIRA Ve'/. -4 @ /2 "s N1g /z. /2 - `4 ca/./7: SLA0 GV 91 sE G TJG:Al l -/� 3/¢ s= /' -O'. 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FLOWL /ME ELEV rop Of /34VEML'NT ELEV. •Kl ft 1VM = 26.5 I. E. = 12.2, e4" 11.5, Zr NEW I E. • 20.4f, /B'S. phe HYDRA# i7 h E,i4r6 144.LVE TH ?i,1' ' DLOCK • .vsFrc,r 27,50 s 27.00 25.30 ENGINEERING 0 PLANNING 0 SURVEYING 33505 13TH PLACE SO., SUITE 6, FEDERAL WAY, WASHINGTON 98003 TELEPHONE: TACOMA 927 -7850 SEATTLE 682 -4771 d CI. O N Mme+ scc Cin r e' f 4 EA a 25rr.c 2 "i( 5" :T.eips W6 C ro 0.75' FRIbt ' -5p166- GMHFOir-iLY 115.6 as" er eLV (ri• Wotecleeo64/4) ,8OI-T5 t Num • V3 R PERMIT REVIEW ONL. x ,zig :SS S?i 45.5.ni'GSrJ:;i?+ t4.n"rs 1.1g.`�'i?'s'.�•1'. lam$ :::x " 'i, ,•'"�s'•?'K';" ,>..,rk3' '✓'`.» t.,o.^::s��.._�£�i?.ty u""`'_?: ..�s�.Y•.:F�,r'�bi3s�'�'rr.�'i d!�. ✓ice �:r'?i t?..i,:' .` ��;: +?J �s Y • f�:? ?' a, 43x. id�>v�'F,.rire!Ei'$.,7,1�f -... .. l^.. 9•+ 1C�k�'.•1, �# Oi5' s? 1.' TC' �p_ µi,' ��-:.-.: i!.:ll a. �' ?4�r�" �.° 4". �. k.?{, fl $i�,�''frlf•.i ^�'&S.2ti�i�.`''.' w..:... 1I11111111f 111 11111111( 111 111f11i!111111J1111!11J1!t11J1f 1 0 lr TH!. INf e+ 1 CO OE r ><" 111111111! T111111111111111 111111111 1 1i 1 11111111111111 11 1IIjI l 1I1 1111111111111 111111111111111111111 1111111111111111111111li ;!1ijilt1 1i.jtli1t111111 1 11 MADE INGFRMAtlY 12 • Le 9e, SL Ve Ec !tl!11H1 111111111611111111;111111b1111111! 111111n;tlltt1b1111!11! 4 5 6 7 8 9 10 pi _[f. the mierofil_med d‘.)cument is 1e4s clear than this ttot;"e, it is due to the quality'of the original.. document " "fie Li 9l SL trl ail zL tl y��_ be . L 9 9 7 f' L l ww tntliiiiI, iiliti!1!1nIttlt111111!1LII!II!t!tltt! tinny ! t1!t ti tl l! n1tt111iii !!nd11111!r!iI1In1n111111!l10111111{1t111111IIII !1t11111! 11111i !itllr111111lttt!11101111n111111111116I 111111111 Y,. ooseo parila , A8 s2/C MAX WAVER LEVEL A" UN CORD CTION MALICE ` I. CLEAR AND GRUB TO CLEARING LIMITS. PROVIDE POSITIVE DRAINAGE TO 5€ 1MENTA- TION PONDS, USE FILTER FENCE IN CONJUNCTION WITH ANY NATIVE VEGETATION AROUND THE PERIMETER OF THE PRthJECT. 2. CONSTRUCT AS '.'OUIRE14 SEDINENTATIOIN,FONDS, INCLuDINS OUTLET STRUCTURES TO INSURE THAT SLY FREE MATER LEAVE THE SITE. 3. CONT•INUE TO PROVIDE POSITIVE DRAINAGE TO SEDIMENTATION PONDS THRQUGH ANY "V" DITCH DETAIL OF THE GRADING AND CONSTRUCTION PROCESS. R' USE "ARSORBANT" AND PROPER DISPOSAL PRACTICES FOR ANY FUEL OR OIL LEAKS FROM EQUIPMENT DURING CONSTRUCTION. . 5, AS PERMANENT STORM FACILITIES AND CATCH BASINS ARE COMPLETED, CONSTRUCT TEMPORARY FILTER FENCE SEDIMENT FILTERS AROUND EACH CATCH BASIN. 6. MAINTAIN AND CLEAN SEDIMENTATION FACILITIES THROUGHOUT CONSTRUCTION, AS INDICATED BY ANY BUILD -UPS. THOROUGHLY CLEAN THE STORM SYSTEM AT THE COMPLETION OF CONSTRUCTION. , r snows es ow Awes! 6710 • /MANN mom ASl71M1lt. � NW Ari[' recktP II U ar.r 9001440 At u ...04144010n, .. +40 ► ratter REC •!V €. CITY OF i .:ti'vi,'IL. OCT 2 0 1986 Bulimia OW, EROSION /SEDIMENTATION CONTROL L NOTES • I. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CO (STRUCT ION. 2. ALL REQUIRED SEDIMENTATIO4 /EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IM OPERATION PRIOR TO LAIR? CLEAR /NS ANC /OR OTHER CONSTRUCTION TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME ;THAT CLEARRING AND /OR CONSTRUCTION IS COMPL ETED AND POTENTIAL FOR ONSITE EROSION HAS PASSED. THE IKPLEMENTA•IIO$, MAINTENANCE, REPLACEMENT ANO ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL 8E THE RESPONSIBILITY Of THE • , PERNITT E. 3. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING' ARE INTENDED YO BE MiNlMUM PEQU!REtkENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATES THE PERNITTEE SHOULD ANTICIPATE THAT MORE EROSION At(0 SEDIMENTATIONN CONTROL FACILITIES WILL BE .NECESSARY TO INSURE COMPLETE SILTATION CONTROL. ON THE PROPOSED SITE. DURING THE COORSE OF CONSTRUCTION, ,IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERNITTEE TO ADDRESS ANY REV CONDITIONS THAT MY DE CREATED NY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ,ABOVE MINIMUM REt lZsT4. E lS. PAS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES AND,WAT'ER WALITY OF THE ERECEivIKG DRAINAGE . SYSTEM. SHEET a JOB NO. 41461, 31 _ Yr yy�� ,�,... y.. ' 'h 1 f^ its : ► . ,_ .z`�•` 'was'. `N, ,<:., f r . .. � �?. .. . "�R -•'{�" `�?� _ - e^'i� .. �i. .. i' ... , Y X14 ,t.., a * % ;:k�... 4' 8R+45sc2eTh 20' F/.es.LANE /Z' ASpHAL1 exe x b�' C.M•u. FILL M'/ /7>P50/ C. AND e7 D w/4 e*s5 R/M = 27.50 av P4ow 25.0 12" ea /sv4p. SsPARAiror. . e �' riro �r ado -"loser merit • or"' Amy ► o X1,1/ . . i demig Tom'' e • 00. MAE aftvidenro downy �'4'yfi4liP , iffo:4: ', a4a1PAe - rat. MAMMAL • .4X0771 AND tV AY A #100x0 aroma dAtc /Neerir. xrmitier). cumg t)trAz mr e r 2" A.C. C4465 8 pAV//v!x ov-fi 4 eral9 2" CZU.5.1.1E0 LEIAL. /NG CO Ile 6 ( /. ) a' (MIN) C4.1155 p/7' RUN 60AVEL ` /' ) SECTION AT FIRE LANE F -/o^- /2. "0404,pL.Ap GA 0017-67V IAN a� = ) W�TL s`,7L SGv.r5 A //4P BOSH/it/45 4. SWAM CONd rRJC&'IONS A.v CU . „it__ • MAX. PIPE. s$Yi Al SECT1014 A -A s tR 017 $ECtlGii 6-9 ,R ter Q -i� { MAX .,+l�iPE $ E U Y RE ,'• srito 11Y PIPE • -- COMPIAUFIA,6o3 ) CTIoN oat rog MM.. STORM WATER CONTROL M R i14ERAL �/ . • 1: ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF TUKWILA DEPARTMENT OF PUBLIC WORKS REQUIREMENTS AND THE LATEST EDITION OF APWA STANDARDS 6 SPECIFICATIONS. 2. LOCATIONS SHOW i OF EXISTING UTILITIES ARE APOROXIKATE.. 11 SHALL SE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATIONS AND DEPTHS TO AVOID DAMAGING EXISTING UTILITIES. - 3. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING NECESSARY CONSTRUCTION PERMITS, 4. BENCHMARK: N.G.S. MON., D -408, !DISC ON SOUTH FACE Of THE SOUTH OF 5 CONCRETE SUPPORTPIERS'ON CENTERLINE OF UNDERPASS OF INTERSECTION OF HIGHWAY 405 - HIGHWAY 181 "29.734. 5. ALL TRENCHES SHALL BE COMPACTED TO 95% OF MAXIMUM DRY DENSITY PER ASTM TEST D- 1557, 6. -DUCTILE IRON PIPE SHALL BE CLASS 50. • 7. FILL AREAS SHALL BE SCARIFIED AND COMPACTED IN 6° LIFTS TO 95% OF MAXIMUM! DRY DENSITY PER ASTM TEST D -1557. 8. 'EXTRUDED CURBS SHALL BE KING COUNTY STANDARD DRAWING NO. 9. 9. ALL PAVED AREAS SHALL BE TESTED FOR CORRECT WATER AND SHAPING OF PAVEMENT. RUNOFF BY FLOODING IN ORDER TO PROVE ADEQUATE SLOPING AND SHAPING OF PAVEMENT. AND SHAPING OF PAVEMENT. 10. CATCH BASINS 'TYPE I AND TYPE II REFER TO APWA STANDARDS AND SPECIFICATIONS. 11. ALL ROOF DRAINS SHALL BE CONNECTED TO THE STORM DRAIN SYSTEM. 12. STORM SEWER PIPE SHALL 8E AS NOTED WITH APWA CLASS "C" BEDDING MINIMUM,. ' A. 8" SHALL BE ALUMINUM, HELICAL 18 GA. WITH 1 -1 /2 "X 1/4" CORRUGATIONS. B. 12" a 18" SHALL BE ALUMINUM, HELICAL 16 GA. WITH • 2- 1/4"X1/2" •CORRUGATIONS. ALL STORM PIPE SHALL HAVE RECORRUGA1ED ENDS AND RUSBEN GASKET. CONNECTIONS. CROSS SECTIONS - GREEN RIVER TO BUILDING 3/' / :i /a' lo' 42' / /20oo G'FS PLOW ELEV. 2/: 7 .4V:47/v4' ,o ."..vrpN& Ram. L 4,vD 1 p6' -"AA/ \Ex/5r SLOPE - SECTION A-A F /N• FL/z. = 2-9.o �uJST �.t3�n6" - SECTION.. B-B MAX. ',PIPE 21 ' 1.13. Y MAX. OPE MN -*AY *t wane RY PPE c0.01 1114ATIONI 00 MOT SCALiE.. , CRY OF ' Ut(WltA OCT 20 1986 OU1LKIINt'r OEM INNIEKMAII r SHEET 3 OF ;on NU. 41461.20 ..�:r{fc.. >�1i? ?1/.'.3idri..� `��."�,.•.'..3,?. iu� W;!. (i.S.!.;1'f.J:S -.y _. ',�' ... Mw. �.. fl? tt'h3:�Rsr.:,s4- dtiw.esw:ccr�n� i^�?¢+p 11111111111111111111111111H111111111 11111111111111 2 3 EiNielitilUtSiMieitiMEMAA II iJ11111�1i11II I III�111�tIIJ{II IIIlI1IjIII II IIili;i�IIIIII��I I�ili�iilli' I I'Ii11 1{ 1111i�111li1i�111III1�111I111�111I111�11111 ►1i t��tl es It is duo Off; fie 136 LZ 9< 5L */Z £Z ,' CG 7;,tfo2 °•6l ( 1111111111111111111 !1111!111111111111Ih11111i11141 1111∎ 1111;111i1 11111111111111111111 !111111111111i1111f1111111 to the quality of the or LL 91 1 'Jl £t (111 111111111 1111111111111111111111111 1111111 ►11111 iginal document. Zi it' b (4i 1. 0 +/ f' Z l '4,4 iJ 11111111111n111111111I1PU1111. 11. hn11111111111111111111n�n111111 11111111 111n1Ii1111I1n11n111101111111111111Irl 9. ALL PAVED AREAS SHALL BE TESTED FOR CORRECT WATER AND SHAPING OF PAVEMENT. CE 0411111•111111.1•10••■•■•••MMIIMENAMIII. A A5.O te " G ) PANEL 15 '-)- T f. 67-0 1/4. T.O.F. CONCRETE SECOND FLOOR 449*-0" 1.0. SLAB . IIIIIIIMINMINII =711iiiiii i Iniml.1111111 NM 1.0.=•••••• I =lam MiNforiNimum 1111MTAMME iillEMILINNIMM 1 Miiiiiiiiiiii iii11111 11011111111411161.1 II =MINIM MOP • -....... - MULUON COLOR 6 ' 1 EAST ELEVATION P NEL •15- 02) , --ALUMINUM 1 PANELS CfJ 4V-0" SECOND FLA. 29*-0` ta sua SOUTH" 1116" -•' 51-9" HIGHEST PT. OF ROOF 42-0" SECOND FLR. ' 29'-0" FIRST FLR. 1/-PANEL 15/PAINT-T ,/ o WOMIC442L A S P 3 I C ' P/7 --- GLASS TYPE V - T.O CONC. CONCRE P E = TOP OF FLASHNG -- MULLION COLOR 1 ' - GLASS TYPE '6' 0 CONCRETE 41. 42-0" SECOND FIR. 2W-0" T.O. SLAB 3 WEST ELEATIC\ = 63'-7" T.O.F. ) 42'-0" SECOND FLR. T.O. SL ii'M'21:J1151.1VJ I tilAY 5 1987 1 , PLANNING O.c-i-q". NEUEVUE COPT CENTER r----MULL1ON COLOR 'A' if --MULLION COLOR '8' --GLASS TYPE 'A' NORTH ILEVATIO '••'/ 1 I I ALUMINUM P A N E • " • ... ' fir,...w.e.m.....emuesnorveame.oar a, \ p .7 .1I • 4 I . L4. 1I • I la n ‘ I 1 6. 1 4 Ni.r1 1a. M O1O to ll I I 1 N111•1■ 1 I 1n. I I sy m I e I wm I I I ta ta1n"I a n I a 1 I 1 •••■■■••••••=,.....1.7"....c.................•*•AnowariworiowalnaV • ---- P/6 .1 1 2 m= l I i 1 11 E a I I a I 1 I i irn I i I. l I 1i I I I I11I 0 I IA,I I u1?W I w 1I r1 I i I - 1A 1 _a-: .J 1 I1A S1IV O1NM 2 . . M I1/a 01.( 1 i \ . 4L - - • , - PANEL. 15 /4L- ' ' - MULLION COLOR 3.,A1 ' - ,7 1 -1 1 3 1M A IIm1 7 9 1' 1 . 011 1= aiw e . O Ma o r 'o Tw Ua sMs L-M 1. 1.E GLASS TYPE 11'•,;17 D 1111. 17 • • •,• Y 1 7 . 1 U W W 7. 1. f6 ./ O C - C M P E' 1U mM E M 1P ,, W D C METAL COLUMN COVER CONCR MULLION COLOR 'A' •••■•■•011.1••061.M1.901■11.1•Jat RONWIND.1....nlagOlearlN/1001■•■■RMIMMILIKNINIIMMINYMI..{2■11,........■ •• 1• s. ..„ , - . 5 ' 17 I2 11.111/ 2 • • • •'- • , •8■ •1•■ •)■•,• ■.. . ' 11H 0•, 1 r O u•rg l ob ll•, I I l I I I •I I s , I -1 I L U1/ 1 . ) U11 A1 E1 L1 S 1 1 LH \ 1 1i 1 TY1 11 1 1 I1 I1 t 1 1 1 1 1r•4" . M...W1 m, O.,1• 4 1 1 1 E- ' ' 1s7 wa1 - 1 ,• ' 1"vtA s1,.1 .O1 1O1' .20 71N' '41 .e. C .I1 V R-A• E. 11' T•=1 f 8 1 7.:.■;. 1 ' • 1 •I :. T,* 1 1 1 a1 1 ••■1 ... 1 • 1e 1 - 1 1" T.O. CONC. 1 P. 111111111111111111111111111•I 1 1E1 E 1 18G1"11:=11111 s1 . j"f':r'-,'-,' '". ,:Yf. r' '; 1 . : - ?"}':i": G TilINC I 2 3, i 1 ' ' 5 6 '7 8 9 10 11 MADINERMANY 12 .,::..!4ff;,;. Tf ehditlicr.Ofrtieti dOcum7a.i .6 less c1ear; than this. - . ...... ., . . ..0plie, it is due 10 to the 'citiii.),ity of the original document. OE 6e. 8e L ge gz fie ez ',...?Oiff- 're :.1)ty `.61 ' tii LI 9l Si. in 11, Z1 IL (51 ''*1 I, L ? c 4 Iffilhnbihnhmhdlinhnl nuiliihniuldimmihHhnhAilhilduldHIMindjuidididmdillihudlinilli!IIIHIMIIIIIIIIIIIIIPIhinhiiihill1 ! r 1 Li .001.11111101•41■1••••••.• ; 1.3010.1.7.1•••■••••••• L ! 14'-F)" 14'-6" CENTER LINE OF GRID 12" r-CONC. 12" ,- METAL PANEL .11Or-INE41-11MICaaar • 'Ett co MTL. COLUMN CO RS --I-- 1 ( L. 0 1••■10014.1e1111■11.11.1.1•74" .....0•11.1.4(.1........m.. saa............................ P/7 18 1.2 ''ORTAL WEST TYP CAL REVEALS ALL AROUND --- METAL PANELS 14-PANEL JOINTS 8 6. N iJOTlH L. • S / '4or-- - 0" (r- H- 2\ L 1 I.- ) < 14' " CITY OF TUKWILA APPROVED ?VW 5 1987 NOTED I 1;4/ ""`""T3Irft. t G CEN-FER LINE OF -OR-lb 7 2/8" 1 4'.- 7 1 OUTSIDE FA OF PANEL -F- GLASSI 'A' GLASsl'El' p L 0 1\11 1/8"-r--0" • • . . . , ..., - • . .,, .,' ' . , . ,, _ ... ... ' . , ,.. . .. , • I . I • • 6 I MUUJON COLOR 'A' MULLI - N COL 'A' • I -- Walk COLT '8' .4.08.../M1001•■•■•■.••••■ 6 ..11116[NINKOrint 47.1 MITHUN BOWMAN EMRICH GROUPPS ARCH!TECTUPE P r`,1 N N D S!C;N 2000 1 121k B '7.7. V U 'vA),' A ,`.; r\IC.) 86064.61 i'16/81 L.. L.,. A400 AR4A jpt 58' --2- 1/2 "� 11TOP OF CONC C� PARAPET 56' -- 2 1/2" TOP OF ROOF (VARIES) jok 42' -- 0" T TOP OF SLAB 29'_0" TOP OF SLAB A N tct N 0 ( N 1' 81LLAVUE COPY CENTER V` GRID I A6.1 R OF SLOPE © 1 /4 " /FT �- RIGID INSUL. � 1 ►,.ice * ��je�, �i* �► it��r�� .�3rir.�.�� +��:.�•:.;.:��.�;�;, .w ie! r�.f..���wr �► wow '�+'�.►!+l"+i1.L�aTl"�:�.•:IaA 0 .4• 4 ,t• 4/.4 1 4 3 X6.1 A6.1 A6.1 - 4" MTL. STUD imigi • • •• • .411•Nak 4111111111• AMU. awe • -- 5/8" GWB co 0 z w 0 2 (n (n R-19 BATT. INSUL 4" MTL. STUD — SLAB SEE STRUCT. r•••••• ..Bay • cwt R -8 RIGID INSUL. FOOTING SEE STRUCTURAL CONCRETE WALL 1 /2 "..---1' - -0" • ...:3!Mt +y Y�}RY._`iY. .... T4 N '# '.Y -_� .. ..: �d r::� } 1 -. •. '.Y .I'W....;.Ci. METAL DECK STEEL JOISTS SEE STRUCT. TYPICAL FLOOR 57' -0 1/4" T.O.F. 56' --.2 1/2" TOP OF ROOF PAINT ALL ELEMENTS FLAT BLACK BEHIND SPANDRELS 42'- 0" TOP OF SLAB ROOF SLOPE CAD 1Z4 "JFT. •11:aro___7 z;; • • •• • •• RIGID INSUL. R-20 METAL DECK STEEL JOISTS SEE STRUCT. A6v- \ A6.1 5/8" GWB BATT INSUL. R-19 3 5/8" MTL. STUDS z 0 (n PAINT ALL ELEMENTS FLAT BLACK BEHIND - SPANDRELS 29'- --0" ' TOP OF SI..AB ✓.g.ev, a r ?� -see. ; ±.�r ��r. 0 0o A3,0 /` z 0 ri (1) (n r-SLAB SEE STRUC L / • / LIJ TYPICAL FLOOR OOF SLOPE © 1/4"/FT SEE ROOF PLAN 42 -0 " TOP OF SLAB 5/8" EXT. GYP. SOFFIT BOARD SUSPENDED MTL. FRAMING C4) 16" O.C., BRACE AS R F..Qfi`. 29' --0" atk TOP OF SLAB @ BLDG. m N MTL. PANELS ON 7/8" MTL FURRING STRIPS BLDG. PAPER OVER 1/2" GYP SHEATHING 6" METAL STUDS /SEE STRUCT. .--- 9 .1 ,1 FINISH GRADE - R -8 RIGID INSUL. FOOTING SEE STRUCTURAL FOOTING SEE STRUCTURAL CITY o TUKWILA Appf ?oVE,n MAY 5 4987 ate itiuitu 1:3111r nrG oila a T .-.. - i ONO !ft NAISPi rr.n AmlftN Maui OBENER mom Pawl Oast aw t it!! 141621 piniffq iMirag Affitak, pito paw rim IIi E _ G .,._� AIrC.I-IITEC ?UPF PLANNING- AND Nr R op DES CAN 2000 112TH. AVE NE B L LEVUFE . H Q t 4 (? )4'.-.‘) 4; 454:3344 CURTAIN WALL • MTL. PANEL WALL 1 /2 " =1 -0" 1 wig1111111111111111111111111111T1T111111 1111 1 1 11 1 111 IIIjIllj1 1 11ljlllj1f 1 Illj 2 4 7 8 10 11 ',fr1E 1NGfRMANY 12 Fit f}'1t : If the' microfilmed document is less clear than this it it; due to the quality of the original document . .Y.G .. T ��1: . v .: .. .XS?v..v o.'MfYY.�y.,•4 .,.i�R h/c.: Y • O>' es,e tie /2 ye s hz <".; .. ''1. y h f; z t WW U ��I► Illlul !►IIIIIII�!�t!�!!!i�ll!►I►II! ► lily !1!!IIIiI�!III�II!I�IIII�IIII III!► �II► II►!!! �IIIII! II! �I !Illill►�Illl�i!!I�!II!I!!►I�i► III!!! i�! IIII!!! I�! IIII! Il�ili1111!!!►! Illui!�I!I!!I!Il�illl�Il!i�!I!! III !I�i1111!!!►ilill�!III�III!I!!! ill! I! �! �! ��illill!! I�! I►! III!! �IIII�IIII�II!I�Illi�llll�llll� ... t: +k�tYlxir?f9y�- •:"�'�`.�3'.!�"'3yDC: A•pNa -.. • A../ -r -51-0/c),e,5 7e, e ■=/1.-..4.. /' •, 1.).....)I.442K/A../ A N.5■*--,C="%,/^41 /mItt:7") ret-bezt.A../ da 774 ,06"•-7mm C 44..IAI 7746 AbAs 71 2 ,04..57-73hen.!7" -77-4•41,C=3.4.1.4-/G14-/7" THE .5/ 7"-. .Air14..( ... 4e.X c:).4=- ole ' ,,A4tC7V.M, 49x /A./C> •■••//d./... 4-40 d‘/C) WATE .AIETER IN RAIGEL7 TR-A c (GL ,4N0 EX. /1/4-11--/ I E. /0.71` /5"5 e. = /3.2 24't4/ LEGAL DESCRIPTION L.or SHORT PLAT iO 79-7-50, ACCORDING TO rhr SNORT PLAT SURVEY RECORDED UPICER INC? COUNTY AECORDIWG NO. 79001110370; SITUATE IN THE CITY or TU(WILA, COUNTY or KING. STATE OP WASHINGTON . GREEN RI VER 0-1 • LINE aeAnvie 018rANce 1 N 30 • 3ff • ff "6 1 . 82 CURVE DEL TA 8 24•24•42" RADIUS LENGTH 32.00 13 83 TANGENT 0.202 20 10 SCALE IN FEET 140 REVISION DESCRIPTION z., '< c,." thfc,Av"L.- GoA/r/cseiG,7 -/oAl 77-v\A-16,e. (&FRAWL. WILL 6 fREPLEN1161-1E.ED A OFTEN. A NEc.E63ARY TO KEE' ..DiFrr OF F • OF A 0,1AC. ENT PGA DWA‘fS STAPLES OR WIRE R!NGS------- I TYPICAL) FILTER FABRIC MATERIAL MIRArI fOO X OR EQUAL 2"x 4'. DOUG. FIR AT .7. 0.0 _ft 11 — 2"o 14 GA•WELOE0 WIRE rAerisc OR EQUAL n :1 , 11 r si I I t t ' gIV:g•lr; ":•.1.4t:1;S: -irktlikitit41.17111W.11. -cm ELEVATION FILTER FABRIC MATERIAL 2"x 2"116 GA, (W. F. 6."*6 TREKCH I• I Ve WASHED ROCK OR PA GRAVEL. 6" x 6• TRENCH 2" EXCESS OVERLAP TYPICAL CROSS SECTION 47.E:t.AcE r P we-1-Ve WA,%tED ROCK OR PEA GRAVEL ON BOTH SIDES Of FENCE TO CREATF. 2. FAALI8PEIVCILSHAS.HLAL PCEOV. EN HOT TOM Of S" S" • TRENCH AND tg TENO BEYOND THE LIMITS OP THE GRAVEL IN ORDER TO MAINTAIN AN Ipte.,Es. OVERLAP Of 2", MINIMUM AS SHOWN IN • TYPICAL cao'ti-SECItCi. es. 4" DONS. FIR OR EOUAL ••••••••■•• Goo 6•■••■••••••••••••■••■•••• oar •••■•••••••••••••....•••• ••■ 41•••■••••■■••■•■• 1•11.•■•■••••••■• • ONNOWNI/4/8//■NMay.a././.../ OMNI 00111M11111.1111.1, •••■•1111MIMO ••••••03••••MMSI•MMI.Nae 11000•• ••••••4.0.0•••••■■•40■ ti SILTATION FENCE DETAIL SOUTHCENTER 48011,40.0.1111.011 ••■••••••■=1,04. 1.1.1111611.00 c- (,v&-r" VC/ELC, I.E. - t VD .1711-77,4.77C.,A../ 14 • z7 w i'l.,';.,.'':' 9 X '' If , .;••0 f : SU .11 , - ...." .. " .,.' '! .r.; . '-. ...' .?. • .', : )1 I, ' i, ...: ... ! . . Fiii 41 - i4 :. :,„: ii....:::,:':.', :.t:,,..:? . .f...1- ,.s..., ' - :,...;.,:,, • -ST.Aric,)^/ EX. LA A/C, GC,A p D 1 F'E RSAL ; 4.:-SENC) w ex. GAN. GEtA./eie EX. ex. WA r6":. r--tA/N ex. cArrci.--1 (TYR) 0 • ....:.....s 0 . t«...,' . . :....7`i .:...14,;. ..r",..'.:., :I' ' •....r...:::' . gi . .Si • '..•1"..;.1 .., • .- . - 0 •. ' - , ' tii" 0:'; t.,,:;.,-•-•il` v. ..',...,',-,-;•••• - • 1.• • . • ....io ' ...-• 121Ped ite.. 4 ..7 • . • • , 4', '''......:.. 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