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Permit 5734 - City of Tukwila / Fire Station 51 - Additions and Reroof
i BUILV1G PERMIT (POST WITH INSF+ECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT NO. '' DATE ISSUED: 5--)(51-1 q- -�q FEES DESCRIPTION AMOUNT RCPT 1 DATE BUILDING PERMIT FEE 1_,952,00 1,269.00 N/A N/A 6 -13 -R9 6 -13 -89 PLAN CHECK FEE BUILDING SURCHARGE 3.50 N/A 6 -13 -89 ENERGY SURCHARGE OCC. LOAD SQUARE FEET OCC. LOAD OTHER: OCC. LOAO TOTAL SQUARE FEET TOTAL OCC. LOAD TOTAL - 3,224.50 PLAN CHECK 89 -121 PROJF C r INFOFRMA FU)N 444 Andover Pk E UI •1 1 l` tore`" 475,000.00 PROJECT NAME/TENANT 5 ASSESSOR ACCOUNT # Fi r ation 51 022340- 0080 -0 TYPE OF U New Building Addition LJ Tenant Improvement (commercial) U Demolition (building) U Grading/Fill WORK: 0 Rack Storage ® Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: Ground floor and second floor additions and reroofing. PROPERTY OWNER City of Tukwila PHONE 575 -4404 ADDRESS 444 Andover Park East, Tukwila, WA ZIP 98188 CONTRACTOR 8.odi1ie's auitda_nig_ Construction Inc. PHONE 627 -6885 ADDRESS 2101 South 12th Strut, Tacoma, WA ZIP 98405 WA. ST. CONTRACTOR'S LICENSE* BODDI8C293CC EXP. DATE 2 -19 -90 ARCHITECT Edberq /Christiansen Architects PHONE 682 -2857 ADDRESS 616 First- Avenue, Suite 400, Seattle, WA ZIP 98104 USE 4 / / CODE COr.)!'L!ArlCE. / * (through Public wor(s) ZONING: C -M BAR /LAND USE CONDITIONSoyes O No FLOOtFi SQUARE FEET OCC. LOAD ' SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAO TOTAL SQUARE FEET TOTAL OCC. LOAD • r TOTAL TYPE OF CONSTRUCTION: UBC EDITION (year)88 SETBACKS: N _ S — E — W — FIRE PROTECTION: ® Sprinklers ® Detectors 0 N/A UTILITY PERMITS REQUIRED 't Yes ®N o (through Public wor(s) ZONING: C -M BAR /LAND USE CONDITIONSoyes O No CONDITIONS (other than those noted on or attached to permit/plans): APPROVED FOR , ISSUANCE BY: / / 2. (0) ci+.,_) OFFICIAL DATE: Ci - v l I hereby certify that I have read a examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating constru ion or the performance or work. I am authorized to sign for and obtain this building permit. SIGNATURE: p/ .at..- at.. -i � ' DATE: / / o !g V �/ A PRINT NAME: 63 (es-4 Ate 72Z- < t COMPANY: C4 c> /L(CC);/ This permit shall become null and void if the work is not commenced wit in 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. CERTIFICATE OF OCCUPANCY NO. DATE ISSUED: vd� 411111 BUILDING PERMIT (POST WITH INSI.. .TION CARD AND PLANS IN A CONSPICUOUS LOCATION) ,ITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1 849 BUILDING TERMIT NO. DATE ISSUED: SI - ADDRESS 5-73a FEES DESCRIP ON AMO iiCPT . b BUILDING PERMIT FEE 1452 627 -6885 ZIP 98405 E- 13 -A9_ 6 -13 -89 6 -13 -89 PLAN CHECK FEE 1,269.00 3.50 N/A N/A BUILDING SURCHARGE ENERGY SURCHARGE SOUARZ - T OCC. L • r► SQUARE Fl= - OTHER: SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL - . 3,224.50 PLAN CHECK /189 -121 PROJE(» INTORMATioN 444 Andover Pk E sul 1 VALUEO •NSTRUC„'.r,. 475,000.00 PROJECT NAME/TENANT ASSESSOR ACCOUNT # .Eire Station 51 022340 - 0080 -0 TYPE OF 0 New Building ® Addition l7Tenant Improvement (commercial) U Demolition (building) 0 Grading/Fill WORK: 0 Rack Storage ® Reroot 0 Remodel (residential) 0 Other* DESCRIBE WORK TO BE DONE: Ground floor and second floor additions and reroofing. PROPERTY OWNER City of Tukwila PHONE 575 -4404 -� n ADDRESS 444 Andover Park East, Tukwila, WA ZIP 98188 CONTRACTOR Borldie`s Building Construction Ltic_ Pi -ZONE 627 -6885 ZIP 98405 ADDRESS 2101 South 1ath Street, Tac_oma�IrlA WA. ST. CONTRACTOR'S LICENSE # QODDIQC293CC EXP. DATE 2-19z:91). PHONE 682-2857 ARCHITECT Edberg /Christiansen Architects ADDRESS 616 First Avenue St it 40 IZIP i ,,,_,_fig Q, -�ttl e. WA I 98104 S'f USE -9 / / COPE COMPLIANCE / . / / `fi ' FLXR 4,1 SQUARE FEET OCC. LOAD SQUARE FE- PRINT NAME: (� �� 0 •' c 2 ",U t!.. A/C-Gig! L SOUARZ - T OCC. L • r► SQUARE Fl= - OCC. IMO SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCC. LOAD TOTAL TYPE OF CONSTRUCTION: UBC EDITION (year)88 SETBACKS: N _ `� - E -- Yes ©N o W -- (through P, ; Works) FIRE PROTECTION: ®Sprinklers Q Detectors [] N/A UTILITY PERMITS RECaUIREO. ZONING: B C M AR /LAND USE CONDITIONSoyes ONo regulating construe ion or the performance or work. I am authorized to sign for and obtain this building permit. r I SIGNATURE: /f , i ilee. t:.j 1� CONDITIONS (other than those noted on or attached to permit/plans): _ PRINT NAME: (� �� 0 •' c 2 ",U t!.. A/C-Gig! L t. APPPROVED FOR 7- 4) yw ISSUANCE 13Y: ri J) ` f(() : , _-ii vr•1, C, r.'•J BUILDING OFFICIAL DATE: r ` .r 1- C> . 1 I hereby certify that I have read ani examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this worts will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construe ion or the performance or work. I am authorized to sign for and obtain this building permit. r I SIGNATURE: /f , i ilee. t:.j 1� DATE: 9/'/ _ PRINT NAME: (� �� 0 •' c 2 ",U t!.. A/C-Gig! L l �_ •(l_- COMPANY: �_: r� % CW, This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. CERTIFICATE OF OCCUPANCY NO. DATE ISSUED: f". VAIN, '"VArklt CITY OF TUKWILA Building <'artment 6300 Sou Iter Boulevard Tukwila, A 98188 (206) 433 -3670 INSPECTI N RECORD PERMIT # 1 3 C/ Date " / '7 -9' 0 Date Wanted 5 1 3_ 9 0 a.m. Project --Ake g6 Phone # 5 7S - - /O%' Type of Inspection Site Address Requestor Special Instructions r Inspection Results /Comme Inspector Date 5 12d 't.�+uS,rYr"Tz`Fk ,'. +.�. "erg,: •4+�.•M. »�':. �rrc.«,.,...�.,�. ,,.,......•._..w,....,...... CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 J INSPECTION RECORD PERMIT # Date Wanted 73/57 Date Type of . Inspection tG"v'.�-c9 �,a-i Cl p.m. Site Address �lf�� �t .'1�-- Project Requestor Special Instructions 'j 3c4 Phone # Inspector 45;..tej;-7 Date 32 ∎e3 CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 90188 (206) 433 -1849 INSPECTION RECORD PERMIT # C'E 7 3 L( I Cer/ O7te Type of Inspection i/ ti• � P/91)0--ry S ite Address L7; P /_ 77k rer P c-r t e Requestor G'%7 Special Instructions -90 Date Wanted ' -2- ? Project Phone # a.m p( IMP J . tS 75'' -SI'S 37 Inspection Results /Comments: , 1' 1_i4.4 lezto ! Inspector Date 37 rd CITY OF TUKWILA Building Division 6200 Tukwila. tWa Boulevard shington98188 (206) 433 -1849 PERMIT # ? '3Lj Date a-a5-�O Type of Inspection N o`1l�ss1 i n Site Address LILT —I irrdov.er PKE, Requestor 'a.QO.Cd Date Wanted Q" o' terl o Project Vile.- O l On Phone # 0--/S —Z5,51 P.fi°111tfifeW 'LL •mom p.m. Special Instructions Inspection Results /Comments: (4-40 6 S ( L., 2 £ t-1, 4✓ Div, Inspector /7/01k4 4?-149; Date 4 .,2C/ CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 1 Type of Inspectio Site Address Requestor Special Instructions lno�wNRW swe4. svbnvI Y4YN�. lNhNYisN:.:. W/ e4NNff Y1M. a: wiC6w41tff tiw�SNl h4. Yx2til tlll lfY> FfMYg4l1vSM�4fT,1�'R14.Y5CMYt•. INSPECTION RECORD 03734- (6/ c2Q Date Wante. � off, Project Phone # 575 PERMIT # Date • . IT Inspection Results /Comments: `"dyit /nom J�,L, 240 2 (,,Z A-- P,A-0-e-Te Inspector Date 42/.20 Fe CITY OF TUKWILA Building Division Tukwila, Boulevard (206) 433 -1849 Type of Inspection C_-6ikr2.3 G ri d «...,«..... ...b�,v:nw.,nw.rrrxvrr:+ie:.a:s: xa..wr+e'w4t, +K.;m rws,,.e::.,.:,,,.•.rr.ka.. +n•:: -� av vvr;PAAW_t;. Site Address 44H Nidove.r PR -� Requestor DO•f .Y..Q odd INSPECTION RECORD PERMIT # A-34 Date -AO Date Wanted I '02 L3 Project S Phone # 0: (--) .m Special Instructions Inspection esults /Comments: Inspector 2//41(,-, Date / /2..`'79Z.:5 ;lli�L! L$ i +w:�.i U?STLtS Yadae+x ece ra. CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Ceti �Pt -i Site Address ,,f4/ ,6 cea- ,Ca/SG Requestor Special Instructions ...... _ . • :mv 11f:v ..,x.:+..n:»,.+.•r::r. -nN.a . n.me.+..; zrut+t,taF61"sxa�:,�� INSPECTION RECORD PERMIT # Date 000 Date Wanted 6 PO Project Ale Sc Phone # Inspection Results /Comments: Inspector Date Lll���Cy OVA'i',9 CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection '(//067 d SGe7� r Site Address g9f -4C;2.5-2-- INSPEC ON RECORD PERMIT # ,5'73%/ Date / /y /yO Date Wanted /57,0 fiW,9.47.054,e1, p.m Project /416//10 1 @, /cam �,ve SZ,dr�19 --� 4* Requestor Phone # Special Instructions Inspection Results /Comments: eellf - O k yr 775,4.4?/ rui B 656-e- r,.e4X" /e*- /o% S e��es›1 w° 9 - 1 Inspector 0,1/o-L_ Date e7 1d'i it l i lit 09ACerWALVIr yfi y.• x. wu- wn aroews•vows..omu +..mnt•n_at+ Sties. i•: 4. 5,r 1,Shr1Y 'C.1,42?YMii:t't'4.1,l,.'Af.wt M'MtH1 CITY OF TUKWILA Building Division Tukwila,,tWashinatonu198188 (204) 433 -1849 Type of Inspection N p0 d t n. Site Address (-E4LH Requestor )4(Lh Special Instructions daR r IPK e. d INSPECT ON RECORD PERMIT #5 3 L1 Date I- 2-9O Date Wanted ` - --{ "9'0 a.m. ProjectTVKWI0,-- V-1f.e..-c iorr Phone # C51 S- S 7 Inspection Results /Comments: G-Q. tz/?S fery fa 5 G- ,•.ejl zee— {�.dL cup Gl y�c�1i h s.P 0 A-0� �w�pii `� Inspector 110-(4i1 Z.,gst7 Date /Ai %) CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection - r-Irct. Site Address Requestor Special Instructions INSPEC .I.tON RECORD PERMIT # 5i 34- Date Date Wanted 1,24aS el p.m. Project -r -KL-vi Ia. Y'6 5 . S I Phone # 57S -- e) 7 Inspection Results /Comments: /:;- 49/7, �L teC t2,4," crn ei -ems? ,",Ded��? Tncnartnr 7/""'Oer nwta /Z�__c /'� .ki".t6270 as nr CITY OF TUKWILA Building Division 6200 Tukwala,t Boulevard Washington 98188 (206) 4331849 Type of Inspection Site Address ...... «......rv�.+.x.rrwwx ..., ....nw r.+ r •n+. nN kxs.4r.rw.v: R t +.r r`uf nrrnan,•r,4'r6riuts.`".n.. 4[34:aN1'w a <C:•i!•S}TP . ^r'�. .. . INSPECT-N RECORD PERMIT # Date — 3 : 7 l�r� •� v'_ Th i . Requestor____DadaN - C�r Date Wanted ( ?-/2 g9 a.m. p.m. Project'"fi(.c- (((,.0 ! ( / Phone # 5-1 Special Instructions Inspection Results /Comments:...F12 50-' /I4 , e0405;17- � (?av - V -evt G t; r ,4%Zr7S' a'' 43' 690E !'G a e-304,`e4y Tncnartnr nata kltialetvemare CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Tl 1t_ci 7) nCL 17 Site Address L-/-/q /9-AE Requestor 6,QrU(1L Special Instructions .... n..— .....w.t.n��«..amu.r�xrvMr,inY W.<','•t C.tl'n.4. :fl 4).:::iiJ +:::t4"fZ<J$S7C 1i INSPECTN RECORD PERMIT # 573V Date /a /Za% frj Date Wanted / ,)f j / /&' 1 Project /r &S Phone # 6'75-85317 az;•mn:�r�n. a.m Inspection Results / Comments: �,7ta7- -(9` C- f4/(,6 nal 7:v1. A, //020 Ak `„2. 1(4 J Inspector ' L,141 y4i/jLdC:/ Date AWN/if 'CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila. Washington 98188 (206) 433 -1849 Type of Inspection F IY Y7 iL" Site Address /ayL/ /410124:7 Requestor 2a.n�� INSPECTI .N RECORD PERMIT # %3 y Date / .v0/8'g Date Wanted /dlo'7i)$q a.m. p.m Project e, -j v Phone # 5775-8537 Special Instructions Inspection Results /Comme(ts:'G Inspector Date /y /�1 V^R.^..?SI W !' �iM�& Yiliil }+1:!�'+4�1 %:lii'.`t69iYnsvl ut71MYV.vm.� -. CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection FrY.U'YU1/19 Site Address L/yc-/ i9-PE Requestor 4044 ALL? L ! P i.x7,04W'.dNSY!tEi4ttW1117.1t1,1.. CXfl4'L't I INSPECT N RECORD PERMIT # r7,3L -/ Date /x19018'9 Date Wanted /1/hW $e% Project f7-e, j'QY7 Phone # 5-75 -'537 .r►Y. p.m Special Instructions Inspection Results /Comments: Inspector Date 1, -/� /Ff 61, "i'dOtlLri alfiL!rAWI WrI:Worxhtillf antrr,,:rm.rxw+.rr.... . CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address /VV/ Requestor Special Instructions )//7.a<- 4-1,ete-z Del At- � ^+Yu.- X �, b•WSf'fY;YJ.hW.rf"JLN W ti'i� >lif•r.�`1 lY�2Ficiutd; i9 =ii i'i{! <L':iY,.� l.'�!'aivl'Gl�yrJ't1fLi� INSPECTDN RECORD PERMIT # S 73 L/ Date / - //-- 7 Date Wanted a.m. p.m. Project Fv2fla , --MI S~/ Phone # ,5 7,5^ - 85-3 7 Inspection Results /Comments: er9c Sil ctrl: x1 )/ed P.!//14#4 -3 Tncnnrtnr /197„„ nata 1■1-h�/ CITY OF TUKWILA Building Division 6200 Tukwila,,tWashington u198188 (206) 433 -1849 INSPECTION RECORD PERMIT # l3 y Date is -1 -`bq Type of Inspection Fir0.1Y11 ' (ear 10.\ Date Wanted IQ.- `e-S1 a.m. p.m, Site Address Ion C Project'-rUtojAcs, t�i��r -2 56 ion ' 5 Requestor Dun : -�Q�id Phone # S1S`c; 3--) Special Instructions • Inspection Results /Comments: (`de r- gslvoor -r, t s iKS���I Gle STGc,? /6r� ��v /44fs '` Cote �C o ea vPd-e. Inspector Date /02 V Rau"kY#'f':lit t'YxaraA lit$ it4c. t: is' WVT. 24,...MI A, Ye.* v41,,tr.a tiiNt,01,7,lif.W.rk17!2.2M.,,... INSPECTION RECORD PERMIT # 5L1 Date CITY OF TUKWILA Building Division 6200 Tukwila,,tWashington Boulevard 98188 (206) 433 -1849 11 Type of Inspection ?Lab Site Address Requestor Special Instructions Date Wanted l l" 30-at a .m. Project j(t_ 6` 10 r) X 31 Phone # F 15- Sal Inspection Results /Comments: A a e.1 frtr,p.A Inspector 146 A- Date c / a.wa.5*a.wY.You49440rss:r;x! 0, 076,0,4s:n[.rvnrn.r.x,v.vostHiw. CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 w..a..�..,,...�r. u�ar. w.. wvu[ �w. nv..-+ wrv�et�x. vsA[..+.: pi1MNh` �J. f.+ 4:[ Y., �fl[. s:. k• v` C� ++`4'an•;:YYSJi5:•f.!IS•. "Y*:4Y r>!- INSPECTION RECORD PERMIT # -547 3 Y Date -4? Type of Inspecti on a co 1<i n. a` -5 )& b Date Wanted // - 08" - ?Q a.m. 0 Site Address ge 1c4 •214. /ca,; /4 F. Q ,5/ Project Requestor Coolies Co CIS fr &c. 1t/. Phone # 5 73- - 4'5'3 7. Special Instructions Inspection Results /Comments: %'a-s c .01 S �`"" ka-c?i ?/f .70", o Inspector 410i 4. Date / CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila. Washington 98188 (206) 433 -1849 Type of Inspection' /I Site Address %((( �ht 1. 7" 7P1(C Project �c)tt ,-S- a- Requestor ' al, 6 c.,I Phone # S 7 $ -cf 5- 3 7 Special Instructions INSPECTION RECORD PERMIT # 7 3 7 Date / f - k9 Date Wanted Tca )( 2( Sri a .m. Inspection Results /Comments: Ok fr cs=0Y rf,', .ret, r+o (z Inspector /1Z6--t/wt- id-s44? Date ///,209 09 vw:. u�x�tt7eibf¢ dA:t to�trlpGixitr ..�aHn /zv+.,«urw.aw•.4'm.:. a. w,.,..- Ma.,..............._ ...m....._ ................._... CITY OF TUKWILA Building Division 6200 Southcenter Boulevard .. a... �...« ................. aw.+.....•»+» �r,.... wv i. w•, �vn.. A.. awvu. vnraa-. zsr�. eviteN} v�anv. a..t Vls�Urcl+ fr'. fH�•+ HHN '�`d..hr;n44r�l2PLtWtmAeah ✓:I INSPECTION RECORD Cs-734" Tukwila, Washington 98188 PERMIT # (206) 433 -1849 Date 0 —/,5= Type of Inspectio at%4) ° Date Wanted ��1,, //16- a.m. Site Address i z-//l/ ,-I- ,0 el- C Project _/c2,, SQL - ,,..)„_ -7 S'/ Requestor Daii je` Phone # S 73-- (3---3 -7 Special Instructions Inspection Results /Comments: odc; , �l�i� Z. Grvt s © C crvt a4 4ze. 071 N; rya p-t Inspector Date 1''11/62 ' y� 1ur�117 a� � �LL f�.�711�f CY.Ctr- YiiJi.1 �JJ!•�1!C'f Y.�471 *M 140 CITY OF TUKWILA Building Division 6200 Tukwila,,tWashington u198188 (206) 433 -1849 Type of Inspection (Da 1''(i Site Address 4 kn Requestor ,1-)(Xn 0.1( Special Instructions 0 (1704tio.\) V K. INSPECTION RECORD PERMIT # /J-1 Date 1- (p - °1 Date Wanted a.m p.m. Project cki -in # Phone # 515- '653-1 Insp ction Results /Comments: eJC �I .-I!�d X14 `� ` YL l tai( �ooG s' c7V o kat/ e-ct (9 s .e ?•:-/ l e e4v ctic)va. A,4 "4/ a-n Inspector f1Oi41 . Date ///7fr? (9) i eAh <✓A.14: -e C G � mAde To 1- Fm LITi`Te- x.94.4% �t>:eIA∎LdI . c) Z Meet SL" 1..0n.5F26PA t�5i►"rosept1' '7kAisc+NA.m5EwtLI,Aeoowi4isL E.SAAE- i�-r `r P•s -ANE. oei 041-• dui y,3 uraerera. ASS du.mtiTett.. Ta cN4I4J6" E _ 0kcEJr* T/OPP r T 2.1":15...-r- 2a.. s / I. iaj•oo (Ia)p� /6-13-6 )').50 (:O" cp) cct GARS FUientU.E wi Lr¢e0iAi A.VIEw3t.oc.V F „`C1^a N.t, 1 J E1- sT GI.F. l�J -I O t ri_ AT G'w/ D TO t :MCI N, RErMMOx/e E<CI 11", tH0v4N (10ASI-4I 4 LIkla FOR N e 4 411- iC- W PPS FCOm No PE aTAIL '1 • I,07a rC.4 NG.• 6 j -'r.• L i C� µ'f �T� . tic. Ala, -�- ` �t\e- - -- tp I.2 IIr 1 CONGA P12- I ■WA`( CAVIL NOS 5X I1', AktoPLFZQ TYr! 5 PLAN RECEIVED CITY OF T KW l II..A, MAR 1 3 1990 PERMIT CENTER tt.. " 1. 1.7 5.73�I F,dbc; rg 1 C} istiansen rchitects April 27, 1990 Mr. Darren Wilson, Associate Planne Planning Department CITY of TUKWILA 6200 Southcenter Blvd. Tukwila, WA 98188 RE: AHeaiiquarter Fir 81ta,t ' riAt#51 ' Project #88 -BGOi Contract #89 -067 Budget Item #301/00.594.190.62.08 Construction Changes From Approved Site Improvement Documents Dear Darren: APR 3 0 1990 CITY ()F i tlKd`.ii+..A PLANNING DiTT• This letter is to clarify minor changes which occurred as a part of construction to the above referenced project from the approved plans in the area of the exterior site construction. Two (2) flowering cherry "Takasago" were called for adjacent to the sidewalk at the public parking area and one (1) flowering cherry "Beni Hoshi" was called for at the center of the staff access walk on the east side of the building. At the time of landscape installation, the species were not available and a substitution was allowed. The two "Takasago" flowering cherry at the front parking lot were replaced by two flowering dogwood "Cornus Kousa" and the "Beni Hoshi" flowering cherry at the east staff entry was replaced with a "Kwanzon" flowering cherry. The 5 ft. wide concrete walk identified as directly adjacent to the north wall of the building addition was relocated and set approximately 3 ft. away from the building wall. This was done for two reasons: to allow clearance for the building roof drainage downspouts and tight line connection piping at the ground to the storm sewer system, and to allow a continuation of a landscape buffer strip along the building wall similar to the landscaping at the west (front side of the addition). Similar landscape material as at the front of the building was installed at the north side of the building. Gordon H. Edberg, AIA Robert L. Christiansen, AIA Architecture & Planning 616 First Avenue, Suite 400, Seattle, WA98104 -2258 206/682 -2857 Darren Wilson Page -2 -. Original design for landscape improvements and requirements set out for the project included the completion of an irrigation system for the new areas. Decision was made on the part of the City during the construction of the project that the extension and completion of the irrigation system would be taken over as a responsibility by the City and would be completed at a later date. The provisions for an extension to the irrigation system exist at the building. It will be possible to include, as separate work completed by the City, an extension of the irrigation systems to cover the new areas as well as corrections to the existing irrigation system at the site. I am hopeful this information answers your questions in review of the project as it nears completion. If you have questions, don't hesitate to contact me. Gordon H. Edberg, AIA Partner GHE:sv cc: Chief Tom Keefe TO: FROM: DATE: SUBJECT: City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (200) 433 -1800 Gary L. VanOusen, Mayor MEMORANDUM 89 /;7I - 7 au,o' a) m 5/ ddJ 6'01 G1..0 Qt-' -1-01 t/% ?21_,o.r - I3'E�1. G *AG Fa-A.4 " ca_bDw 4`tn, �IdZV `- GrJatiu� 41Lid o2 L41 c.�� - (-1/2-( -17, claw bL Le,L. (10 /T2.MEMO) City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor Plan Check 4189 -121: Fire Station No. 51 444 Andover Pk E THE FOLLOWING COMMENTS APPLY TO OME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER_, __. 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4732). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (872 - 6363). 4. All mechanical work shall be under separate permit through the City of Tukwila. 5. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely. manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 8. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3 as specified in Chapter 23 of the Uniform Building Code. 9. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 10. Approved shop drawings for prefabricated plywood web joists shall be on site and available to the building inspector for inspection purposes. These documents shall bear the seal of the manufacturer's design engineer, and the signed approval of the engineer of record. Fire Station No. 51 Plan Check #89 -121 F'age 2 11. Any exposed insulations backing material to have Flame. Spread Rating of 25 or less, and material shall bear .identification showing the fire performance rating thereof. 12. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988. Edition), Washignton State Energy Code •(1989 Edition),. and Washington Stae Regulations for Harrier Free Facility (1989 Edition). 13. Provide for roof over flow drains per Uniform Building Code Section 32077 (c) . 14. Validity of Permit. The issuance' or• granting of this permit or approval of • plans, specifications and computations shall not be•construed to be a permit for, or an approval of , any • violation of any of the. provisions of this code or of any other regulation or 'ordinance of this Jurisdiction. No. permit. presuming to give authority to violate or cancel the provisions of this code shall be valid. TO: FROM: DATE: SUBJECT: City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 1206) 433 -1800 Cary L. VanDusen, Mayor MEMORANDUM r 61 ,0 C .t- Pui f c.a clat -1p3- Mahan &DeSaivo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624 -8150 (206) 624-4488 August 7, 1989 Mr. Duane Griffin City of Tukwila 6200 Southcenter Blvd Tukwila, WA 98188 Regarding: 89 -T -08 (Fire Station No. 51) Dear Mr. Griffin, We . have received additional information for the proposed project and have reviewed it for compliance with Chapters 23 through 29 of the 1985 Edition of the Uniform Building Code. We have no additional comments. Enclosed are the drawings, calcualtions, and energy calculations for your use. Sincerely, . Bridget Smith elt#E1c.j%)42.2/.... cc: Edberg Christiansen Architects 616 First Avenue Suite 400 Seattle, Washington 98104 Mahan &DeSaivo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624-8150 (206) 624-4488 July 28, 1989 Duane Griffin City of Tukwila 6200 Southcenter Blvd Tukwila, Washington 98188 Regarding: 89 -T -08 (Fire Station No. 51) Dear Mr. Griffin, We have received addtional information for the proposed project and have reviewed it for compliance with Chapters 23 through 29 of the 1985 Edition of the Uniform Building Code. Please have the applicant respond to the following comments in itemized form and resubmit 2 copies of revised drawings and one copy of revised calculations, as required. Structural 1. There are existing 6" diameter columns which have an increased load from new construction. Refer to Section 16/S4 and Grid C on the plan. Show foundation on the plans in all locations where there is an increased load. Provide dimensions and assumed reinforcing. 2. Detail 19/S4, is it intended to have reinforcement both ways at the columns? Please clarify. 3. Detail 10 /S5, where roof joists are parallel to the concrete wall, the top chord of the joist is put in cross grain bending. 4. The existing wall at the cafeteria has two details, 9/S4 and 10A /S5. What is the relation between the two roof heights? Correct Section cut 10A on the plan. 5. Section 17/S4 doesn't corrolate with Grid N2. Coordinate section cuts in this portion of the building. Is Section 19/S4 at Grid N2? Sincerely, Bridget Smith cc: Edberg Christiansen Architects 616 First Avenue, Suite 400 Seattle, Washington 98104 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Gary L. VanDusen, Mayor August 2, 1989 Fire Department Review Control Number 89 -121 Re: Tukwila Fire Station #51 - 444 Andover Park East Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12. 104b) Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 12.114. 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) 2. All modifications to sprinkler systems shall have the written approval of the Washington Surveying & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1141) (NFPA 13, 1 -9.1) (UFC 10.307) Maintain sprinkler protection for all enclosed areas. (NFPA 13, 4- 1.1.1) (UFC 10.302) Contact the Tukwila Fire Department, Fire Prevention Bureau to witness all required inspections and tests. (NFPA 13, 1 -10.2) (UFC 10.307) City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor Page number 2 3, A fire alarm system is required to be installed and functionally tested. (UFC 10.301) Smoke detectors shall be installed in the corridor systems on the first and second floors. Local UL Central Station supervision is required. (City Ordinance #1327) All modifications to fire alarm systems shall have the written approval of the Tukwila Fire Department. No work shall commence without approved drawings. (City Ordinance #1327) (UFC 10.301) 4. All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) (UFC 10.104) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 10 -22) (UFC 10.104) All electrical wiring is to be inspected by the State Electrical Inspector, Washington State Department of Labor & Industries. (UGC 10.104) 5. All wall and ceiling materials constructed of wood, shall be fire retardant treated. (UFC 10.401) When fire dampers are required to maintain fire resistance of construction, fire dampers shall comply with the requirements of UBC Standard 43 -7. (UFC 10.401) 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) (UFC 10.401) City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Gary L. VanDusen, Mayor Page number All wall and ceiling materials constructed of wood, shall be fire retardant treated. (UFC 10.401) Yours truly, The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd TO: FROM: DATE: SUBJECT: 4T City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor MEMORANDUM -F6 6I TILE "FtAt4 F:e.O E(e) *Ey(- Iz C A L L - t v t moat t Ems / APakrrEcT ring t EGM cem,1 CALLED CoNFI IEC N6p ,-no 1 i�l f As -ID l� b -bC. ` C►�c� ED - re-t,A(.., l WSpECdrht\1. Cc+.lce'i`C '6(D1 Fl ED L... = 2zo •aP•I - ► G . -c 0 •• (10 /T2.MEMO) City of Tukwlla MANMIO DIAIIt4M slaosa,mcsnt IaA.+if CON 4.11. 1149 PLAN CHICK 7 r €-&i File: 431-al Sheet 1 of 3 ORDINANCE COMPLIANCE CHECKLIST Uniform Building Code, 19 Edition. PROJECT: Pit:IPt'TIC,,NgIREMUDE.I— , 51 444 Autxx)E( TRK E. ai. OCCUPANCY GROUP: &'Z•i 'Flee -"STA:noN Er2. TYPE OF CONSTRUCTION:T(1P . u•- N I '' INICLEgED L LOCATION ON PROPERTY • ,Q t2- fit' SZ:± AT moil. 5q8bct a4. BLDG. HT./ NO of STORIES: - t.O 5TORL1 EF/1'5. FLOOR AREA: 1Th►t, �1.A..) "fL 'i R CA • (1,040 5'F. [2r6. OCCUPANT LOAD • TOTIIL 1'1- Ftco R. (v.tc,L- • PPP P.SA►ci 4i i) 1417 Er'7. EXITING REQMTS. 4T Coot. t21} 5-442t)kilci tics Lc*V I` u LL CAsovNAV 3soe °J s i << oicE. •Der, coiLc- A -r.- Date: 0) s •, K Lt. • j"�DETAILED REQUIREMENTS Ere [ . OCCUPANCY: o,Y.. . TYPE OF CONSTRUCTION: (IKi0. ENGINEERING REGS. & REQMTS: �- 0o1-.IsOLTA,NT LAC-�2 11. COMPLIANCE w/ W.S.E. C. CQt o %T ) diet) ✓ni k. [Z.2. COMPLIANCE w/ Chapter 51-10 W.A.C. z-e-I - T- 1-1 p .C2611D E. OTES: r, FizOM'13tZ104efCe Mrft 441L14 IN .2..'VcEt War WANG' Tb'p ,t4N 6Tote44 Coo Vive. 6 ieoom 20Co R(. 1 Z PSF 4E4 ' F 6a49/W f'ZS w/2.G 4 0 • It Fi)TZJ12E EXpatc10A1 Gleth/r 4, --- wia at?EoullzE Th7M OF Lra4D/Nl c Dooi . _Gl�l1 L27TER FROM 60Kt W i3EAZK2 7-28-67 ,W0_1000NCIEFUE ' 'nuTE EACk To FA Fok APY DO,44- TO: Citi- .,f Tukwila PLANNING DEPARTMENT 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 MEMORANDUM G N ���Ec�C ARc14rt T FROM: EN gDtCTC, r ANN C_a(g. DATE: Q�Ul.(.j bc1, SUBJECT: .LTinN E DE1,,,_ Ft e.E. .__TAtIOt4 61 444 AN )0v5..e. 'pA'iz.K. . 1-t t COLLOW I t4Ct CORE' TtOtA5 At-ipVog. CI,ARI FIGAT►ON5 pAz.ca -Rocs -w-F. D Tb Co vveC "T1tkF ?GAN Recd t , I. 'JtTE PLAN DtMv�ti5tOtNt FROM &v.to (AAA N- o Not 'k PRopER..T9 L I N E. Z , Covet-Doe 124 SGszk.) .s At4 occ upAbtV G ' TE T.14.N CW). CLAR F4 NcW Tt-kit Cog.ce t_ WILL Compu.l \ t-n-t - cam. 3505 CC))(49 oh) 3. CoRRtvog. 124 : CA to'Copm use. is ' olR: t�D 1V 11-05 Coto, G 1. ntz Fc,` 1 -4cx.) This wt LL 13e. CXEMq[' -RZo I t�FQv t IReMet,1TS OF LI, F.C. C , 121103. 2oF3 FAX * Gam. -Zq 3c •14-. ColzRtto . 208 6EIRUEs AN c co('C t4r LcAO Gr2-EATe& Tk Au Coo) '-toto CorAptiANCE Wro-k. lit f3•C• Sec . '3'605 (a) -n4Rouc* Chi . 5, 'OTAIE -.213 lb AN ExTENSto• of T1-kG S.)o-rl Nct -rr tix 17go/` utoE. oFoe Copzi 00R 20 61 Te. ?R oFos v GVsSs l o0rE rXI T` 1RO 4 Tµ\E \ /'j.VI \VC ''j?X `M CR. F- A.R-T"t,S 1' A (.4 , TINS eFiRopo SPCC. 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I .% II‘ e e r `i Cit of Tukwila PLANNING DEPARTMENT 46200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 FAX TRANSMISSION DATE /TIME: 20 31-NLil Q� TO: Gamow EDeE t 7 76 R& CHRIST A sE1h1 z 2 (Name) (Company Name) (FAX #) FROM: bE 1:5EA4EDIGTO FAX #: 433 -1833 PHONE N0• 44a:12- 164-9 SUBJECT: : P P • • PAGE(s): 1 + Cover Sheet) COMMENTS: C_C7N tdke., ITS AND c I 0 a 'me Gall.- .. . SC( , JIMA 0,14Akauft/ CernA44)A4¢ gank irftuc Cemmtrak,f 42. it) 4-e. )4A4-"cuicA 4A4)-c .so accemAiteii,'4-tt.aA aa, etkv■ (Axil., 'WA katfnct AutN4-ek "PA'°1 JAo.4 ,t.evAA VLAAA.4A4 .e Edber Cl-Tistia�isen Architects July 28, 1989 Mr. Bob Benedicto, Plans Examiner Planning Department CITY of TUKWILA 6200 Southcenter Blvd. Tukwila, Washington 98188 RE: REMODEL and ADDITION for HEADQUARTERS FIRE STATION #51 Dear Mr. Benedicto: RECEIVED CITY OF ' ut(M1H P 8UILDW I tiEFtr This letter is intended to serve as documentation of our design position and recommendation for the subject project pertaining to the addition improvement we discussed in our meeting with Chief Thomas Keefe and Assistant Chief /Fire Marshal Nick Olivas, of the Tukwila Fire Department in our meeting of 27 July 1989. At our meeting we specifically reviewed the questions raised in your memorandum of 20 July 1989 pertaining to clarifications of the site plan and stair and corridor conditions within the existing building. We clarified the setback dimension from the north property line to the new addition to approximate 32 feet. This exceeds the necessary setback required. We further reviewed questions #2 thru #6 pertaining to the addition and existing corridor conditions. As a part of our proposed addition and remodel, we specifically cited the conditions in the Uniform Building Code, Section 104 (b) Additions, Alterations or Repairs. Within that sub - section, we identified our proposal as based upon the exception understanding as worded . . . "Additions or alterations shall not be made to an existing building or structure when such existing building or structure is not in full compliance with the provisions of this code except when such addition and alteration will result in the existing building or structure being no more hazardous based on life safety, fire safety and sanitation, than before such additions or alterations are undertaken." Gordon H. Edberg, AIA Robert L. Christiansen, AIA Architecture & Planning 616 First Avenue, Suite 400, Seattle, WA 98104 -2258 206/682 -2857 July 28, 1989 Page -2- The proposed project provides for some expanded area and reconfiguration of current uses within the existing building, but does not create any new or additional uses than currently exist. Further, the remodeling minimizes or eliminates a number of existing hazards or conditions affecting life safety and fire safety within the building. Specific to questions #2 and #3 of your memorandum regarding Corridor 124, we determine the proposed design provides for a corridor condition improved over the existing crowded and obstructed corridor by providing separate enclosed storage rooms and no increase in occupancy load within the corridor. We concluded the addition of smoke detectors within the corridor to be an appropriate additional requirement to the design as proposed. Pertaining to questions #4 thru #6 regarding the second floor addition and circulation system to exit, we reviewed the design solution for providing additional area on the second floor. The design expands the area to be utilized by existing Fire Department staff as the living level within the facility. The occupancy for the floor is increased by 1 individual to a total of 9, as a maximum. This is not viewed as a change in use or significant change in occupancy over the existing condition. The proposed design improves the existing conditions within the building by relocating the Kitchen facility to within the Day Room area on the second floor thereby totally separating the Fire Department staff areas from public areas of the building on the first floor. The existing circulation and exit conditions of the building remain unchanged by the proposed design, however, the exit conditions will be improved by the inclusion of smoke detector protection throughout both routes of travel. It is our opinion that the increased area design of the second floor for the intended unchanged use is consistent with the exception allowed in Section 104(b) of the Uniform Building Code Oa and, therefore, is an acceptable condition which does not create an increase in hazard based on life safety, or fire safety and sanitation, to the existing building. Gordon H. Edberg, AIA Partner GHE:sv cc: Chief Tom Keefe Mahan&DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg, Seattle, Washington 98101 (206) 624 -8150 (206) 624-4488 July 6, 1989 Duane Griffin City of Tukwila 6200 Southcenter Blvd Tukwila, Washington 98188 JUL 1989 1 I' Regarding: 89 -T -08 (Fire Station No. 51) Dear Mr. Griffin, We have received drawings and calculations for the proposed project and have reviewed them for compliance with Chapters 23 through 29 of the 1985 Edition of the Uniform Building Code. Please have the applicant respond to the following comments in itemized form and resubmit 2 copies of revised drawings and one copy of revised calculations, as required. 1. Structural Notes: a) Provide note which calls for shop drawings to be affixed with a "reviewed" stamp, by the Engineer of Record prior to submitting to the City. b) If welding grade 60 reinforcing, call out adequate electrodes; refer to No. 23 in notes. 2. Provide soils report, refer to No. 29 of notes. 3. The drawings do not appear to take the mechanical loads into consideration. Refer to the calculations and revise /clarify drawings as required. 4. Show adequacy of existing footings for new loads. Also, show these footings on the drawings. 5. Calculation sheet V -6 shows a new load on an existing beam. Show adequacy of existing beam for the worst case where there is storage (not reducible). 6. Check concrete panels for new vertical loads. 7. Detail 6/S5, provide bottom flange on W24x76 or show adequacy of beam without the flange. Also, call out bolt spacing which is to be verified. 8. Call out embedment of achor bolts. This includes bolts at foundation and bolts at roof tie straps. July 6, 1989 Re: Fire Station No. 51 Page Two 9. Call out minimum edge distance for bolts. Refer to Section 20/S4. Also, Section 20/S5 appears to have a conflict. 10. 10 /S5, designate concrete wall. on the details. Also, call out attachment to the 11. Section 19/S4, call out reinforcing in the foundation. 12. Clarify that the foundation section shown in 3/S4 will use note 30 of structural notes for soil preparation. 13. Complete skylight note at the high roof framimg plan. 14. Provide Sections at roof at Grid N2 and Grid 1. 15. Shear wall schedule, Mark 3, 350p1f is only attainable if 5/8" GWB is used on both sides, with the nailing called out. Sheathing on the second side now allows the option of using 1/2" GWB. 16. Sheet L -2 of the calculations shows shear wall E with 96p1f. This is incorrect if the overall load is 3.8k and the length of the wall is 30.5 feet. 17. If it is intended to have the addition between grides 1 and 2 analyzed as a 3 sided structure, as the calculations indicate, an isolation joint should be provided. Also, take torsion into consideration. 18. The addition between grids 1 and 2 shows a shear wall "G" which has an opening. If the wall is to work as a unit for overturning, show how forces are developed around the opening. Sincerely, Bridget Smith cc: Edberg Christiansen Architects 616 First Avenue, Suite 400 Seattle, Washington 98104 1 Mlahan &DeSafvo UTILITY PROJECT TRACKING CHECK( ' Control# SITk ADDRESS Project Description PROPERTY OWNER Address CONTRACTOR Address CONTACT PERSON' Address 444 Andover Park Addition /Remodel City of Tukwila 444 Andover Park East East, Tukwila, -WA PROJECT Tukwila Fire Station #` Square Footage 3,930 Phone 576"4404 Zip 98188 (shone ROUTING DATE PLANS RECEIVED 6 -14 -89 Gordon Ed-berg 616 1st Ave. S iu to 400, Seattle, WA Zip Phone 682 -285/ Zip 981047171 TYPE OF REVIEW Site- Utility PERMITS REQUIRED DATE ROUTED DATE PLANS DATE RESUB. TO PWD APPROVED REQUESTED COMMENTS 6 -28 -89 PERMITS PERMIT # Q Channelization /Striping/ Signing J Curb Cut /Access /Sidewalk • Excavation (public) [I Fire Loop /Hydrant [l Flood Zone Control [I Hauling [] Landscape Irrigation C1 Moving an Oversized Load [� Sanitary Side Sewer 0 Sewer Main Ext. ❑ Sewer Main Ext. [( Storm Drainage Q Water Main Ext. (private) Q Water Main Ext. (public) C1 Water Meter (exempt) Size: No. J Water Meter (permanent) Size: No. • Water Meter (temporary) Size: No. Q Other C1 Other (private) (public) APPROVED CONDITIONS PLAN /LETTER DATE ISSUED DATE FINAL Yes / No ❑ ❑ ❑ ❑ O C,. �= ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ c=7,) \ 7 �' ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ CONDITIONS OF PERMIT ISSUANCE OR FINAL SIGN -OFF OF PROJECT ❑ ❑ ❑ ❑ ❑ ❑ FINAL PWD SIGN -OFF APPROVAL (signature) (PW.UTILTRK) Date TO: FROM: DATE: SUBJECT: City Of Tukwila '6200 Southcenter Boulevard Tukwila Washington 98188 (200) 433.1800 Gary L. VanDusen, Mayor MEMORANDUM tfitob (10 /T2.MEMO) TO: FROM: DATE: SUBJECT: City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (201) 433.1800 Gary L. VanOusen, Mayor MEMORANDUM �-� 'q-/2/: Diu 2-,e0—e9 cnA ha /i/U,r T b k °Zd1�20� IL.P , 2aae . (10/T2.MEMO) City of Tukwila PUBLIC WORKS DEPARTMENT 6300 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -0179 Ross A. Earnst, P,E, Director M E M O R A N D U M (JUN 2 1989 TO: Duane Griffin, Building Official FROM :. Carol DeRose?i ublic Works Administrative Secretary, DATE: June 1, 1989 SUBJECT: Fire Station No. 51 Remodel This is to advise you that the Public Works project number for the Fire Station No. 51 remodel is 88 -BG01. TO: FROM: /0�-C (.,. ) DATE: ZO —12/p rSg City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (20d) 433-1800 Gary L. VanDusen, Mayor • MEMORANDUM 64-idcyr-P,c 5ii- � , 4'? Mahaeu c aeleo SUBJECT: /- 22 /L !-� �` & i C L..- - .57 (10 /T2.MEMO) BUILDING PERMIT APPLICATION TRACKING PLAN CHECK NUMBER YC /-la) PROJECT NAME -flaw ,'I a) P' f 3,h-t.ti'Oxi .-0 5 l CONTACTED SITE ADDRESS WW1 i2 d D1/-f.r' 00 E SUITE NO. • INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) USE '4 SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCC, LOAD TOTAL DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. :DEPARTMENT: YE: I PPROV QUIREMENTS / COMMEN BUILDING - initial review 7- Z &� ) (ROUTED) CONSULTANT: Date Sent - (y --,,72-0.q Date Approved FIRE �7I 2 -Z- B INIT: FIRE PROTECTION: n prink) rs ; ASA FIRE DEPT. LETTER DATE etectors j N/A ____ INSPECTOR: 2 $pLANNING �7_�p Rival has pla,� tif PUBLIC WORKS (A -aHq O OTHER INIT: INIT:Ll INIT: •. �� -- _. • 40 4 -A....409 >) c '•wa>'l��ae5 410 64-141, YLLec( Awl U 1< pt{, paa (-1 KBUILDING - final review REVIEW COMPLETED TYPE OF CONSTRUCTION: UBC EDITION (year): PERMIT NO. CONTACTED DATE READY DATE NOTIFIED BY: (init.) PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) AMOUNT OWING 3RD NOTIFICATION BY: (init.) 05/08/110 tfVlLVlI "�a !'tMlVlll APPLiCATION CITY OF TUKWILA r Department of Community- Development _ Building Dlvlslon FEES (for stall use only) V VV QVUirrctinrar PVVICIVZ311.1. Iunrrna .•,, aV,VV (206) 433.1649 1.1$,:. i , , . . 1 , •rYrr.4 HIjILDING, PE,r� '11T FEE ; • 1 1 . ,. �--- ':. .537.00 ; ,,. ,� O _ PLAN CHECK G% / NUMBER /'' /2 it�i.N' Q..ECK F ,Elw :;:,:;° ,, :: UUILDINQ QHARGE .::.::::_; dr 'A'aPLICAtltsiN,•MU�t. tJL ,,,:! '. PILL L't1 `tdi)t,•. idMK�,ttLY -V ENERG�u :: _11CHARGEt • ::.. ,....TQTAL ;: °::oi, ;., . ' ?:111111211 SITE ADDRESS SUITE 0 444 ANDOVER PARK EAST N/A VALUE OF CONSTRUCTION • $ 475,000 _.__ PROJECT NAME/TENANT ADDITIONS and REMODEL to: HEADQUARTERS FIRE STATION f51 ASSESSOR ACCOUNT #I r� 0234/0 -.. 0080 0 TYPE OF U New Building U Addition U Tenant Improvement (commercial) U Demolition (buildlnp) WORK: © Rack Stora•o 5Rer•of • I•de esldonllat • 0 0 • ,Le - DESCRIBE WORK TO BE DONE: Ground Floor and Second Floor additions, reroofing and minor interior remodeling to the existing Headquarters Fire Station and minor site work mAd.if4rvtio.ns to nrromm.. - BUILDING USE (office, warehouse, etc,) • HEADQUARTERS FIRE STATION NATURE OF BUSINESS: 24 -flour Occupanc - Fire Station, Fire Dept. Admin. , Fire Marshal, office; WILL THERE BE A CHANGE IN USE? £J No U Yes IF YES, EXPLAIN: SQUARE FOOTAGE • Building: 13,108 SF ExiiLtitt]iSpaCe: N/A Aroa of Construction: 3,930 SF Add WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? • No O yes IF YES, EXPLAIN: • PROPERTY OWNER _e CITY of TUKWILA - Contact Chief Torn KeeT PHONE 575 -4404 ADDRESS 444 Andover Park East, Tukwila, WA ZIP 9188 CONTRACTOR To Be Determined JPHONE 1 ADDRESS ZIP WA, ST, CONTRACTOR'S LICENSE 0 EXP. DATE ARCHITECT EDBERG /CIIRISTIANSEN ARCHITECTS PHONE 682 -2857 ADDRESS 616 First Avenue, Suite 400, Seattle, WA ZIP 98104 `»-1 N . BUY, GEF�TIFY :'TIIAT.I.;Hf1YF,;H.l`f�' :1A3U 'AND. ;COOOEOT}' AND:I ' ,4, UTH BUILDING OWNER SIGNATU r OR • AUTHORIZED AGENT PRINT NAM ADDRESS IQAI•,It:7N AND KNOW..Tk1E, SAME TO SE DATE PHONE CONTACT PERSON • CITY /Z PHONE APPLICATION SUBMITTAL In order to ensure that your application Is accepted for plan review, please make auto 10 1111 out the application completely and follow the plan submittal checklist on the reverse side of this form. 1iandouts are available at the Building counter which provide more dolalled Information on application and plan submittal requirements. Application and plans must be complete In order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuallon for new construction and additions aro calculated by the Department of • Community Development prior to application submittal. Contact the Permit Coordinator at 433.1851 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and Is subject to possible revision by the Building Division to comply with current fee schedules, BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architocVenglneer, or oontraclor licensed by the Stale of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit Is Issued within 180 days following the date of application shall expire by limitations, The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined In Section 304(d) of the Unilorm • Building Code (current edition). No application shall be extended more than once. ll you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 433.1049, DATE APPLICATION ACCEPTED 8 DATE APPLICATION EXPIRES • RENO zLotro QUA 1.-jU-XY RIK TARS FI 'LE H Abbreviations And Angle 0 At Centerline Diameter or Round Pound or Number Existing A.B. Anchor Bolt ABV. Above ACT Acoustical Tile A.D. Area Drain ADJ. Adjustable A.F.F. Above Finish Floor ALT. Alternate ALUM. Aluminum A.M. Acousi cal Material APPROX. Approximate A.P. Access Panel ARCH. Architectural BIT. Bituminous BLDG. Building BLK'G Blocking BM. Beam B.O. By Owner 8SMT. Basement B.SPLASH Backsplash CAB. Cabinet C.D. Cup Dispenser CEM. Cement HT. C.G. Corner Guard N.W. C.JT. Control Joint I.D. C.L. Center Line INSUL. C.G. Ceiling INT. CMU Conc. Masonry Units JAN. C.O. Cased Opening JST. COL Column JT. CONC. Concrete K.O. CONF. Conference LAV. CONST. Construction LAB. CONT. Continuous LTG. CONTR. Contractor LVR, CORR. Corridor LT.WT. CPT. Carpet MAIL. C.T. Ceramic Tile MAX. C.W. Cold Water MECH. DEPT. Department MEMB. DET. Detail MET. D.F. Drinking Fountain MFR. DIA. Diameter MIN. DIM. Dimension MIR. DN. Down MISC. DR. Door M.O. DS. Down Spout Mm. D.W. Dishwasher MULL. DWG, Drawing N.I.C. E.C. Electric Cebinet NO. EL Elevation NOM. ELEC. Electrical N.T.S. ELEV. Elevator U.C. E.O. Electrical Outlet O.D. E.P. Electrical Panelboard O.F.C.I. EQUIP. equipment E.W.C. `Elec. Water Cooler OFF. EX. Exposed C.H. EXIST. Existing OPNG. EXP. Expansion OPP. EXP.JT. .t expansion Joint OVHG. EXT. " Exterior F.A. Fire Alarm F.D. Floor Drain FDN. Foundation F.D.V. Fire Dept. Valve F.E. Fire Extinguisher FIN. Finish FLR. Floor FLASFI'G Flashing FP. Fireproofing F.S. Full Size FURR'G Furring FUT. Future G. Gas GA. Gauge GALV. Galvanized G.B. Grab Bar G.C. General Contr. GL Glass GR. Grade GYB /GWB Gypsum Board H.B. Hose Bib HDR. Header HDW. Hardware HDWD. Hard Wood H.M. Hollow Meta! HORIZ. Horizontal H.P.M. High Pressure Melamine Height Hot Water Inside Diameter Insulation Interior Janitor Joist Joint Knock Out Lavatory Laboratory Light /Lighting Louver Light Weight Material Maximum Mechanical Membrane Metal • Manufacturer Minimum Mirror Miscellaneous Masonry Opening Mounted Mullion Not In Contract Number Nominal Not To Scaie On Center Outside Diameter Owner Furnished Contractor installed Office Overhead Opening Opposite Overhang PART. Partition P.LAM. Plastic Laminate PLS. Plaster PL. Plate PLYWD. Plywood P.S. Paint System P.T.C. Paper Towel Cabinet P.T. Pressure Treated P.T. DISP. Paper Towel Dispenser Q.T. Quarry Tile R. Riser or Radius R.B. Rubber Base R.D. Roof brain R.E. Relocate Existing REC. Recessed REFR. Refrigerator REINF. Reinforce REQ'D Required REV. Revised R.F. Resilient Floor RM. Room R.O. Rough Opening R.V. Roof Vent S.DISP. Soap Dispenser SECT. Section SH. Shower SHEATH'G Sheathing SHT. Sheet SIM. Similar SL Sealer SLNT. Sealant S.M. Surface Mounted SP. Standpipe SPEC. Specifications S.S. Service Sink S.ST. Stainless Steel STD. Standard STL. Steel STOR. Storage STRUCT. Structural SUSP. Suspended SW. Switch S.W.F. Special Wall Finish SYM. Symmetrical T. Thermostat TEL. Telephone TEMP. GL. Tempered Glass T&G Tongue and Groove THRES. Threshold T.P.H. Toilet Paper Holder TR. Tread TYP. Typical U.N.O. Unless Otherwise Noted V.B. Vinyl Base WW1 Vertir,,,I VEST. Vestibule V.F. Vinyl Fabric W/ With W.C. Water Closet WD. Wood ATM Window W/O Without wp. Waterproof W.R. Water Resistant WS. Weatherstrip WSCT Wainscot WT. Weight Symbol Legend S. • (BUILDING SECTION WALL SECTION DETAIL DETAIL, SECTION ELEVATION SECTION NO. SHEET NO. - DETAIL NO. / 1 SHEET NO. \ m-----ELEVATION NO. x SHEET NO. Schedule of Drawings: ARCHITECTURAL A1.1 A2.1 A2.2 A3.1 A3.2 A4.1 A5.1 A6.1 A7.1 A8.1 A9.1 A10.1 A10.2 A10.3 TITLE SHEET, PROJECT DATA, & GENERAL NOTES SITE PLAN, LANDSCAPE PLAN, & STORM SEWER FIRST FLOOR PLAN SECOND FLOOR PLAN REFLECTED CEILING PLAN - FIRST FLOOR REFLECTED CEILING PLAN - SECOND FLOOR ROOF PLAN EXTERIOR ELEVATIONS BUILDING SECTIONS WALL SECTIONS LARGE SCALE PLANS INTERIOR ELEVATIONS DOOR & WINDOW DETAILS, MISCELLANEOUS DETAILS CASEWORK DETAILS DOOR & FINISH SCHEDULES, MISCELLANEOUS DETAILS STRUCTURAL S1 GENERAL NOTES S2 FOUNDATION PLAN S3 ROOF FRAMING PLANS S4 STRUCTURAL DETAILS S5 STRUCTURAL DETAILS MECHANICAL-4E-1141)54z -z.r n,AE F tzm M.1 LEGEND & SCHEDULES M.2 DEMOLITION PLAN, EQUIPMENT SCHEDULES M.3 FIRST FLOOR PLAN M.4 SECOND FLOOR PLAN M.5 TOILET ROOMS, RISERS, DETAILS ELECTRICAL-3 LlwDeig. f p °j TeRtA T E.1 FIRST FLOOR PLAN - LIGHTING, NOTES & SYMBOLS E.2 FIRST FLOOR PLAN - POWER & COMM., DIAGRAMS E.3 SECOND FLOOR PLAN -- POWER & LIGHTING Architects Edberg /Christiansen Architects 616 (First Avenue, Suite 400 Seattle WA 98104 -2258 206/682 -2857 Structural Engineers Robert Fossatti Associates, Inc., P.S. Furst Interstate Center, Suite 2410 999 Third Avenue Seattle, WA 98104 208/621 -1803 Mechanical Engineer: Notkin Engineering, Inc. Fourth and Mine Building 2615 Fourth Avenue, Suite 420 Seattle, WA 98121 206/448 -1911 Electrical Engineer: Spalding and Associates, Ire. 1920 Eastlake Avenue East Seattle, WA 98102 206/324-1555 Civil Engineers t Ipha Engineers, Inc. 16040 Christensen Road, Suite 305 Seattle, WA 98188 -2929 208/248 -1412 ST TION NO. 51 ! Data OWNER: SITE AREA: ZONING SEISMIC ZONE: FIRE ZONE: OCCUPANCY: CiTY OF TUKWILA 6300 SOUTHCENTER BLVD. TUKWILA, WA 98188 2.05 ACRES 3 3 GROUP B, DIVISION 2 CONSTRUCTION TYPE: III -N SPRINKLERED BUILDING AREAS: EXIST. BLDG. FLOOR AREA: FIRST FLOOR ADDITION: SECOND FLOOR ADDITION: 13108 S.F. 2590 S.F. 1340 S.F. TOTAL BUILDING AREA: 17040 S.F. EXISTING PARKING STALLS: 30 Descriptions TRACT 8, ANDOVER INDUSTRIAL PARK NO. 5, AS RECORDED IN VOLUME 83 OF PLATS, PAGE 22 & 23, RECORDS OF KING CO. WA. Genera! Notes 1. EXTERIOR WALL DIMENSIONS ARE TYPICALLY TO RECESSED FACE OF EXIST. CONC. WALL PANELS & RECESSED FACE OF NEW EXT. FINISH SYSTEM WALLS. 2. INTERIOR PARTITION DIMENSIONS ARE TYPICALLY TO CENTERLINE OF FRAMING U.N.O. 3. DOOR AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS ARE TO BE SIX INCHES FROM FACE OF ADJACENT WALL OR CENTERED BETWEEN WALLS. 4. VERIFY ALL DIMENSIONS AND CONDITIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. 5. GLAZING IN LOCATIONS SUBJECT TO HUMAN IMPACT SHALL ` BE SAFETY GLAZING. 6. OPIUM IN CASE OF ANY CONFLICT WHEREIN THE METHODS OR STANDARDS OF INSTALLATION OR THE MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS Ur 1HE LAWS OR ORDINANCES, THE LAWS OR ORDINANCES SHALL GOVERN. NOTIFY THE ARCHITECT OF ALL CONFLICTS. 7. THE DRAWINGS AND SPECIFICATIONS: THESE DRAWINGS COVER THE FURNISHING AND .,INSTALLATION OF ALL MATERIALS AND WORK AS CALLED FOR ON THE DRAWINGS AND /OR IN THE SPECIFICATIONS WHICH ARE BOUND SEPARATELY AND ARE PART OF THIS CONTRACT. STRUCTURAL PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPONSiBIUTY OF EACH CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS BEFORE THE INSTALLATION OF THEIR WORK. ANY DISCREPANCY BETWEEN THE ARCHITECTURAL AND THE ENGINEERING N BY NGS'.SHALL BE BROUGHT TO THE ARCHITECTS NOTIFICATION FOR CLARIFICATION. ANY WORK IN CORRECTED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS SHALL TED BY THE CONTRACTOR AT HIS OWN EXPENSE AND AT NO EXPENSE TO THE OWNER OR ARCHITECT. 8. MANAQI.MALEADEAMML, THE CONTRACTOR SHALL USE DIMENSIONS SHOWN ON THE "DRAWINGS AND ACTUAL FIELD MEASUREMENT. NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 9• ABBREVIATIONS, .. THROUGHOUT THE PLANS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE UST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE COMPLETE OR REPRESENTATIVE OF CONDITiONS OR MATERIAL ACTUALLY USED ON THE PROJECT. THE ARCHITECT WILL DEnNE THE INTENT OF ANY IN QUESTION. 10. THERE SHALL BE NO EXPOSED PIPE, CONDUITS, DUCTS, VENTS, ETC. AT INTERIOR LIVING SPACES. ALL SUCH LINES SHALL BE CONCEALED OR FURRED AND FINISHED UNLESS' OTHERWISE NOTED AS EXPOSED CONSTRUCTION ON DRAWINGS. 11. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION AND COORDINATION WITH OTHER CONTRACTORS TO SECURE COMPLIANCE OF DRAWINGS AND SPECIFICATIONS, THE ACCURATE LOCATION OF STRUC- TURAL MEMBERS AND OPENINGS FOR MECHANICAL, ELECTRICAL, STAIRS, AND MISCELLANEOUS EQUIPMENT. 12. CONTRACTORS SHALL - VERIFY SIZES AND LOCATIONS OF ALL OPENINGS FOR MECHANICAL EQUIPMENT WITH MECHANICAL CONTRACTORS AS WELL AS SHOP DRAWINGS AS APPROVED BY ARCHITECT, BEFORE PROCEEDING WITH THE WORK. 13. CONTRACTORS SHALL VERIFY SIZES AND LOCATIONS OF ALL OPENINGS FOR EQUIPMENT'. PADS AND BASES AS WELL AS POWER AND WATER OR DRAIN INSTALLATION WITH EQUIPMENT MANUFACTURERS BEFORE PRO- CEEDING WITH T"rIE WORK. 14. ALL EXTERIOR OPENINGS, FLASH:NGS, COUNTER FLASHING, EXPANSION JOINTS SHALL BE CONSTRUCTED IN SUCH A MANNER AS TO MAKE THEM WEATHERPROOF. 15. PROVIDE GALVANIC INSULATION BETWEEN DISSIMILAR METALS. 16. OFFSET STUDS WHERE REQUIRED, SO THAT FINISH WALT. SURFACE WILL BE FLUSH. 17. CEIUNG HEIGHTS ON FINISH SCHEDULE ARE FROM FINISH FLOOR TO FINISH CEILING. 18. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT USE OF ANY KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 19. ALL REQUIRED EXIT SIGNS SHALL. HAVE LETTERS SIX INCHES HIGH MINIMUM, AND SHALL CONFORM WITH APPLICABLE CODES. REFER TO ELECTRICAL. DRAWINGS FOR EXIT SIGNS. 375 REGISTERED nv 4 Ir' r r(c-t._,r N Ever? s ,ITf or vase vi! i,,i FILE COPY ! stand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of contractor's COPY Of approved plans acknowledged. By '"y` 0-4fFiteP Date Permtt i+�o ReMED air` OF TO.NEMA AUG 2 1 1989 Swage garG 20. SPECIFICATION IS A PART OF THiS CONTRACT. 21. CONTRACTOR SHALL PROVIDE SOLID BLOCKING IN WALLS AS REQ'D FOR ALL OWNER /CONTRACTOR FURNISHED WALL MOUNTED EQUIPMENT OR FURNISHINGS. 22. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL MECHANICAL & ELECTRICAL ITEMS TO AVOID CONFLICT W/ CASEWORK, WRITING SURFACES, SCREENS. SHELLING, DOORS & MISCELLANEOUS ITEMS & RESOLVE CONFLICT W/ ARCHITECT PRIOR TO INSTALLATION. 23. SHOULD CONFLICTS ARISE BETWEEN THE QUALITY OF MATERIALS ON THE DRAWINGS OR SPECIFIED, THE HIGHEST QUAUTY OR MOST EXPENSIVE ITEM SHALL BE PROVIDED. 24. CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY BUILDING SECURITY WALLS AND DOORS AS NECESSARY AT ALL TIMES DURING 1HE CONSTRUCTION OF'NIS PROJECT. 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LY'•tM.'lM�F..v kEG E REO CORD )f% H FI)FIE ; °-.VATF Of WASNINGTON Ry 1 v WIA N vr/NR.AsiteA Iti1 1'Ai, Ne.ki 61124P TO C o i1r4tUe. T�q r/ te 0 Fau o (1) F is Z W occ; (17) LIE < W Q o fq Q cr �f � W �T < cr .cz:1 z < 1,44 "aD Q Ci o z Q a z w W Er tam • ..;- .FIr.. t r L �.•! +.r � �.+.�.!tit . �ii-i� +ta'3c�i"+`• i�.'� 'E : i. r J'�, Y -:.si - a S'►.l ° t ''"'t`""t tt .i' CITY O.FTUKWILA REFLECTED CEILING PLAN I1 /0" 0N-1P5 Su DI G DIVISIO F4br•ChistArchitects -n Architecture & Planning 616 First Avenue, Suite 400 Seattle, WA 98104 -2258 206/682 -2857 S4. i r iRGUSON d SONS i�" ir' 1,.'.'• i., f.:?. �c' .Ssti'�Ad'l�,a- :&✓+:a.a.:3:':G_ REFLECTED CEILING PLAN Scale 1 !8 t 1 'O wassumastmansugsmorawsimminessumm Date 6.I1€7 Comm.No. X401 In Charge Drawn By Checked By PiaNWINIMNININIESHRMEINIDEMEMINfflaagramegaii y:- • ,..:.Y r _.r r h 12 IIIIIIII (IIII !II •_,_ ; ;.. 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CITY OF Rh Wiillit APPROVED SCP b • Edber chittas ROOF PLAN 8 ILDI 1 r fSION Architecture & Planning 616 First Avenue, Suite 400 Seattle, WA 98104 -2258 206/682 -2857 ilitUSIMOSEMESENEXIMASME ROOF PLAN 1/8#,- 1 'A-0* isoninsualessmaintawasenastomantemens ate g•I8-8c1 covivi.Na ebe0416, 1'4 Cµ4„ OP:4l:4W ERGUSO!ti 4 SONS I III11IIIII+IIIlIIII.11If11 III) 11 IjIIIII III 111 111 1 I iIIII III' III I I I I 2 �F i I i I VIII NOT I: If the micrcfiirned c'ocumcnt is Tess de notice it is Cue to the q alit r th Ez ez t oc 9l 6l in El et ,In 11 • IIIIIIII111III II! 1 ILi .;1I1I1I�111`1I1I111I11111I 111I1I1`1I1I1I1�111I1I1111II 8 I/) ' •- - - •_ - ....- . -,.-.. ......._..._.. . ✓ 1 \ / 11 MADE IN JEHMANV 12 er then this quality y cr a cr;rinei c'ccument. 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Edber Architects Architecture & Planning 616 Firgt Avenue, Suite 400 -- SOattle, WA 98104-2258 206/682-2857 BUILDING ELEVATIONS Scale /8g..1'-0" fllai4r1MUMENSEMIAMS1WW0215MONI0MCQUem Dpte Comm.NuateeetAD In Charge Drawn By Checked By &WO M mimaisausinsgassonsmaimpasnassitiennesmetil „„ • -' -r.„`;th't ••• 2 ■'• V 7, v.; :',. t•,;,..,;„ • • • ' `, • -3, SECTION B 1I-0" MISIIII51114111111111ManaamagemINISIMIIMINW Ixr CIS IF 1 • L c.„c:.1ft‘iFs. 1024 -tr • cx,F442.40c..›.1., 12* • .1•10.11.• vaa."•••■••■ww•••••••• ■•■•••••••■•••••••■•■•••••••••••••■• ••■•••. ■ _ H STri (."`C WASHH•Cit7,01 ' Ot.4 vei 4T, pi,%ri"I __(_ _____.________ —r-- LEziAL pi Le,t Sr. • 2. 42A 5)(iiSatiegivr." v 0-re-I FzeriNt%4 6.3 .rr -T- -A69r 12,0F. cAlz1) 5041err, kJ1P, iba44.01 • SECTION c. •• $7,3%.4,.4,0' • CITY OF TUKWILA APPROVED SE P \:1 • CITY OF TUKWILA unewasewasuiressmetem B ILDING VSION Edbcrg Cfristapsen \ RECD Cmf cluitwtA AUG2 1 1989 WM. 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Ge 9Z ee zz Le oe EA. 13L Gt 9L GL 9L el il, It 01 6_—.........ed IfililliP111111(111 WIliiii kliliiIIIIIIIIIIIiIIIIWIIIIIi6101011q1iiiIIIIIIIIIIIIIIII NliliiiiIIIIIIiIIIIIIIIIIIIIIIIIIIIIiikillilliliiilliIIIIIMIIIIIIIIIIIiIIIIIIIIIIiIIIIIIIIIIil inilifIllifilllill IIIIIIII1 - „:-.....,:, st, „:-)...,;15-,-.„-, -2 ' ".:11'. ' '. ",1,Zilt ' .",-;:rK'f." ',.,;';V'/.%',' i..'''',"'":ti'r ' ; '-‘el'' '''' ""■ 7"; ' ''''' ''''' ..4."3V,;(3P' - -• ;'',,-1-`'4.-Nc, ''' ',,,-", • • , . e 9 Vivi 0 111i1111111111111111 11111ilil 11111111! 11111111i 11/.1111111 . - • • 1-w. TOILET RM. WALL FIN!SH. SEE DTI. 9 1111S SHT. GRAB BAR HAND CA? TOUT T.P. CI SP. CONFERENCE ROOM SCALE, V4• at r-o• F/ 911 MIL 4. 41E611 • 14 E MI • • n I 6.114=-Z- linign %IR a spimilm ...ANN I FIV411111 INNER EMU • AniEMI 10 mmul VVOMENS RESTRM. SCALE' V4• - —0' 2 ., , 7 ... --,.: f ;..,./ J..' ,, . .:::. .."'. 4 i , - , 4... ., ,.. ,. '.? .:A '; . '. : '; . ::,-.. 4, - ".. ';. i i ii. :, 'i . , '.. I, .!, 4 4c . -.-:-. 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( . -_____- -- -.---_-_-..... \ I ._ . > • , ' . / \ , 1 . 1 M. 17 COUNTER \ / \ ..-----. . \ AD „.- ...., \/ ---.. .--• CONFERENCE ROOM SCALE, V4• at r-o• F/ 911 MIL 4. 41E611 • 14 E MI • • n I 6.114=-Z- linign %IR a spimilm ...ANN I FIV411111 INNER EMU • AniEMI 10 mmul VVOMENS RESTRM. SCALE' V4• - —0' 2 ., , 7 ... --,.: f ;..,./ J..' ,, . .:::. .."'. 4 i , - , 4... ., ,.. ,. '.? .:A '; . '. : '; . ::,-.. 4, - ".. ';. i i ii. :, 'i . , '.. I, .!, 4 4c . -.-:-. L., . ,. , 1 1 r , k't M A '.,. '.7 i t ", kl! ( 1 , 6 C ::.".,..d: . , ;.1.,-; M 1 .1 : ..Pf:' , N . ri 1,'; P ' - '1 ' - " ' °09*e1 1: '1' "1- " ' . . . . . . . . . . . „ . . . — . . . SOAP UST'. 2 P. LAM. 10. - • '• r • .• - • LIGHT VALANCE MIRROR --- PROTECT HOT PIPES A GANST CON TACT C. T. — C. T. A C CENT COVE BA a: cow: BASE TOP Or PARTITION ' In up trs. 129.0i — C.T. TYP. SEE DTL 11-13 SHT. FOR TYP. TOL RM. WALL EINI SH BOTTOM OF PARTITION C.T. ACCENT CDVIENS 12f5322M SCALD V4' - r-o' 010 ..yfNS RESTROOM C--) SCALD I/4• ° r-o• _ _ .... ... _ . . 1 H U - - - - - - - . , g 1 .... I 1 1 - .•'''''''"''-- NEW vAu...coNsr. . • \vThi. • 1 . - .. . 0 . 0 . ' • -7-4;te---- . . . . ' . . • • I. 0 ----Ok"-------- t‘et. ' . . • • • . OPEN TO CORRIDOR 124 BEYOND --. \- NEW EXT. -.... I-TNISI -I SYSTET1 VAIL CONST. SEX DTL 1 ON SHT. 47.1 SIM.- .. ......----....--......... 11 11 II [ . - • N--- OPEN TO 1 RECEPTION RM. 6 BEYOND -7 ' __—_-_...- - . rr 10. I to . -_____- -- -.---_-_-..... I ._ . > • , ' . , 1 . ENTRY SCALE' V4' • r-o• RED INEICATOR LAMP RELOCATED FRal STORAGE RM. 118. '%/ALL MOUNTED LIGHT FIXTURES EMT. Cal C. EXT. WALL PANEL NEV PHONE LOCATION (RENOVE EXIST. ) NEV MN. WALL CON STRU CTION If 111111111 VII 11111111111 0 %TIM 1 5 6 41, GOING Gv3 6" C.T. 4" C.T. ACCENT STRIP P. T. EISP. 4" C.T. TTP.- RECESSED WASTE RECEPTACLE 6" C.T. AC CENT COVE NOM_ THESE WALL FINISHES Pi?. ALL WALLS N RESTROOM S U.N.O. 11/111/1111111111111111111111111111111111111111111111111111111111111111111 MENS RESTROOM SCALE V4 at, r-o• .: - • CASEWORK NOTES: Cii Of 11P PROVED • SE" )0 4/ 4 4r sod AV ILDING DIVISION 1. MIRROR LIS GNATES MIRROR GLASS INSTALLED V/ MASTIC (MIRROR BOND) ERECILY TO CAV13. CASEWORK. LEGEND: 15D FD CRAVER - HEIGHT GRAVER - 15" HEIGHT LETTER FILE MAWR 12- 3/8" CLEAR \vDTH RECEIVED CITY OF MIRA AUG 2 I. 1989 NanKSZIW/ • • 0 ".• ' • . . • REC1STERED A tflTr GOMM 1. MUG STATE OF WASHING TON LO ArahitectOreit$(1:51onni 616 First Avenue, $utte 4 Se.attle, WA 98104-2258 206/682-2857 rammassaaanassmauratastaastammaassomaisave 1N1ERIOR EILVATIONS Soule 1/4' — On egeggemormamiNSMiwasaiamines Date 8/18/8s COMMA°. 80698 in Charge • GRE 7 P 9 10 11 'unfit; 4FRMANY 1 2 NOT If the microfilmed document is less clear then this netice, it is cue to the cuslity of the oririnel document. 0E: (cc' Ele, L: 9e, C.3..?, 9Z EZ ze I•c• 0"- ---gi----iii.--z.i 6L----St ht ---el "---il it-- -oi 6-7----8 c. 9 611111111111111111111161111111116111111! illinlhilii WIIIIIIIIT lill 1,111111111ffilhiliIIMIIIIIIIIIIIIIIIIH1111WW114111111411111), 111111111111111111111111111111111/11111111111111111111111110 s '1 e 11101111 • • „.- 110111111 4,"7:470. • • sr Fr 1._6- . . _ `ANGLE 168E FLUOR, FIXTURE rate;. SUSP, ACT. CLG. 5YS1ET1 V/ SONIC BRAGNG TIT - -3/4" PLY\VD. W/ P.LAI'1. FINISH (ALL EXPOSED SURFACES) - - -OAK TRIM (1/4" CHAMFER ( TOP EDGE TYF'.) ---r RECESSED PRO,EC1ION SCREEN —PAINT All EXi'OSt7) FRAf11NG BLACK AT INSId_' OF VALANCE UCHT DIFFUSER GRIT T1P. I Vile P 'w« 1e* (41k O �r� Al/ l. C) 141/ U � p FP&VICZ PESTROOM COUNTER SCALE' r - r -o• " - , PROD• SCREEN VALIANCE `� SCALES r - r -o• 'RP. EXT. FINISH SYSTEM WAIL. W/0 \v1NDOV. SEE SECT. 1 ON SHT A7.1 SIN. 00 RECEPTION COUNTER SCALE r • r -o• st CITY Y OI• 1Uri'ViLr1 APPROVED i r6" O Q o CO o�ro Pis < z co o < cc cc LLI zQ� Flue cr 542 bitc z < LLI P: > p 5 ..,4 o Q a z z W glgt ¢ Z �ti SE? E3UI DI DIVISION t Archltture Planner'' 616 First irvenue, ulte 00 Seattle, WA 90104-258 203/682 -2857 legnsweamasmawnstammatandimaamumumn CASEWORK DETAILS '<H RECEIVED CITY OF TuteiNA AUG 21 1989 MUM JAM Scale 1" = Date 8/18/89 Comm.No. 806c18 in Charge GRE a Csswn By Clr acnod Cy 2-110. 2 r, .. _..er..M V.�r •} r� ,. 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HD" G YP TI E NOTES unit OPENING NUNUMBER 101 102 103 9� fl A FIN WD WD - 2 VCT - GWB WD WO 36 80 1.75 - 2 VB VB - - - WD WD 36 80 1.75 - 2 CPT - GWB 104 A WD WD 36 80 1.75 - 2 VB PS1 105 A WD WD 36 80 1.75 - VB GWB - ACT 108 B ALUM ALUM ALUM 36 36 8a 84 1.75 1.75 - - 1 I - - - FF 109 B ALUM - CONC 110 -1 8 ALUM ** 36 84 * , - 1 - CONC SL 110-2 B ALUM ALUM 36 84 NOTE 5 -• 1 - - - 111 A WD WD 36 80 111 - 2 - VB GWB 114 - - - - 112 - - - - EXIST. DR. TO REMAIN PSI 115 •- -- - - COPY - -- - - EXIST. DR. TO BE RELOCATED 1 ACT 116 - - - - - - - - 'PS1 EXIST. DR. TO REMAIN FF 117 •- - - - - - - - - EXIST. DR. TO REMAIN • 118 A WD WD 36 80 1.75 - 2 - - NOTE 2 119 A WD WD 36 80 1.75 - 3 - - 118 120 A WD WD 36 80 1.75 - 3 - - LOUNGE 121 A WD WD 36 80 1.75 - ' 4 - - CONC 122 - - - - - - - - - EXIST. DR. TO REMAIN CT 123 -1 - - - - - - - - -- EXIST. DR. TO REMAIN - 123 -2 - - - - - - - - CPT EXIST. DR. TO REMAIN GWB 124 -1 - - 96 NOTE 1 - - - - . VB EXIST. DR. TO REMAIN PSI 124 -2 A HM NOTE 1 36 84 1.75 - 5 CONC - ACT 125 -1 - - - -- -- - - - - . - - - - . EXIST. DR. TO REMAIN - 125 -2 - - - - EXIST. DR. TO REMAIN GWB 126 -1 - - - - - - - Ill - - - - - - - - - - - - EXIST. DR. TO REMAIN - 126 -2 - - - - - EXIST. DR. TO REMAIN MEN 127 - - EXIST. DR. TO REMAIN PSI 128 - - - EXIST. DR. TO REMAIN STAIR 129 - - - PS2 - - - - 131 EXST. DR, TO REMAIN - 130 - - - - - - - - TRAINING EXIST. l)R. TO REMAIN CPT` 131 GWB -- - - - NOTE 1 - - CONC. EXIST. DR. TO REMAIN VB 132 -1 - - - - NOTE 1 - - - - EXIST. DR. TO REMAIN . 132 -2 - - - - -- - - - I EXIST. DR. TO REMAIN 132 -3 EXIST. DR. TO REMAIN EXIST. DR. TO REMAIN 132 -4 - ROOM FINISH SCHEDULE - 1ST F`LR. ROOM NUI.IBE +' FLOOR FLOOR x HALL CEILING MATL unit BASE MATL FIN MATLIMMIGI 101 STORAGE CONC VCT VB GWB PS1 PS1 PSt'' ACT m 96 ACT Ell 96 - 102 OFFICE CONFERENCE CONC CONC CPT CPT VB VB GWB GWB - - 103 ACT FF 96 104 OFFICE CONC CPT VB GWB PS1 ACT FF 96 - 105 LEGAL FILES CONC VCT VB GWB PS1 ACT FF 96 - 106 SECRETARY CONC CPT VB GWB PS1 ACT FF 96 - 107 OPEN OFFICE CONC CPT VB GWB PSI ACT FF 96 - 108 VESTIBULE CONC SL - ** ** * * * , NOTE 5 109 WAITING CONC SL - ** ** * * * NOTE 5 110 VESTIBULE CONC SL - ** *_ * * * NOTE 5 111 CONFERENCE CONC CPT VB GWB PS1 ACT FF 96 NOTE 4 112 RECEPTION CONC CPT VB GWB PSI ACT FF 96 NOTE 2 113 COPY CONC CPT VB GWB PS1 1 ACT FF `96 NOTE 2 114 STORAGE CONC VCT VB GWB 'PS1 ACT FF 96 NOTE 2 115 CHIEF OFFICE CONC CPT VB GWB PSi ACT FF 96 NOTE 2, REMOVE EXIST. WALL COVERING . 116 ADMINISTRATION CONC CPT VB GWB PSI ACT FF 96 NOTE 2 117 OFFICE CONC CPT VB GWB PS1 ACT FF 96 NOTE 2 118 STORAGE CONC VCT VB GWB PS1 ACT FF 96 NOTE 2 119 LOUNGE CONC CPT VB GWB PSI ACT FF 96 NOTE 2 120 MEN CONC CT GWB PS1 GWB PS1 96 NOTE 3. CT WAINSCOT TYP. 121 WOMEN CONC CT CT GWB PS1 GWB' i'S1 96 NOTE 3. CT WAINSCOT TYP, 122 STAIR - - - GWB PS2 - - - - • 123 OFFICE CONC CPT VB GWB PSI ACT 96 NOTE 1 124. CORRIDOR CONC CPT VB GWB PSI ACT 96 NOTE 1 125 APPARATUS - - CONC PS2 ACT - NOTE 6, PAINT INT. FACE OF O.N. DR. PANELS 126 HOSE TOWER - -- -- - . - - - EXIST. TO REMAIN 127 STORAGE - -- GWB PS1 - - - - 128 STORAGE - - - - - - -- EXIST. TO REMAIN 129 MEN - - - GWB PSI - - -- 130 STAIR -- - - GWB PS2 - - - - 131 A.V. STORAGE - - - -- - - - - EXIST. TO REMAIN 132 TRAINING CONC, CPT` VB GWB PSI - - 96 NOTE 1 133 KITCHEN CONC. CPT VB GWB PS1 - 96' NOTE 1 T -- ti • DOOR SCHEDULE - 2ND FLR. OPENING NUMBER FLOOR MATERIAL x CEILING FIRE RATING unit GLASS TYPE -M NOTES FRAME DOOR REMARKS 202 - - - -- - - - - - EXIST. DR. TO REMAIN 203 - -• - - - -- - - - EXIST. DR. TO REMAIN 204 DORM WD CPT VB - 'S1 ** - - - * *PAINT EAST WALL ONLY (CONC. & (;NB) - 205 DINING 206 - - - - -- - - PATCH WEST WALL TO AS NEW CONCITON. NOTE 4 EXIST. DR. TO REMAIN VB. CPT GWB 208 - - - - - - - - - EXIST. DR. TO REMAIN 209 - - - - - - - - - EXIST. DR. TO REMAIN 210 -1 210-2 - - A - - - - - - - - EXIST. DR. TO REMAIN - - -- - - - - •- EXIST. DR. TO REMAIN 210 -3 WD WD 32 80 1.75 - 3 - - 211 - - - - - - - - - EXIST. DR. TO REMAIN 212 -1 - -- - - -- - - - - EXIST. DR. TO REMAIN 212-2 WD WD 36 80 1.75 - 3 - - 213 - •- - - - - - EXIST. DR. TO REMAIN A KUSH PANEL Sam CORE BIRCH FOR PAINT OR HM - INSUL 11101P, GLASS B NARROW S1'Lf ALUM. ENTRANCE CR, C FLUSH PANEL. SOLID .CORE BIRCH FOR PAINT OR HM DOOR SCkEDULE NOTES 1. SEE DTL 4 ON SPIT. A10.1 FOR TYP. H1 DR. FRAME 2. Sff DTL. 5 ON SHT. A10.1 FOR Ti?. VD. DR. MRAME. ROOM FINISH SCHEDULE - 2ND FLR. ROOM NAME NUMBE •�� FLOOR RASE WALL CEILING MATL FIN MATL FIN HT REMARKS 202 STAIR - - - GWB PSI - - - EXIST. TO'REMAIN 203 SEC. LUNCH wD CPT VB CONC PS1 ** - - - * *PAINT EAST WALL ONLY 204 DORM WD CPT VB - 'S1 ** - - - * *PAINT EAST WALL ONLY (CONC. & (;NB) - 205 DINING w0 CPT VB GWB PS1 ACT FF 102 PATCH WEST WALL TO AS NEW CONCITON. NOTE 4 WD VB. CPT GWB 208 CORRIDOR PSI - - - EXIST. TO REMAIN 209J ' 2.10 JANITOR - - - GWB PSI - - EXIST. TO REMAIN MEN - CT CT GWB PSi ACT FF - FINISH @ NEW SHWR. AREA ONLY - -NO WAINSCOT 211 MED. SUPPLIES WD CPT VB GWB PSI ACT FF 96 EXIST. RM. TO BE REFINISHED 212 WOMEN WD CT CT GWB PSI GWB PSI 96 6' -O" HIGH C.T. WAINSCOT TYP. 213 STAIR - - -- GWB PS1 - -- - -- ' ROOM FINISH SC EDULE NOTES INSTALL O\t.R EXIST. FLOOR FINISH. I3 NOT GRILL, SCRAPE OR OTHERWISE DISTURB EXIST. FLOOR FINISH. 2 REMOVE EAST. CARET & BASE 3. REMOVE EAST. CERAMIC TILE 4. GWE1 & PS1 ON FURRING OVER EXIST. CONC, VALL 5. S E E1`1ll.RGED PLAN CN SHT. A8.1 FOR FLOOR FINISH. *GLASS ROOF SYSTEM. * *EXT. f1Ni511 SYSTEM /PAINTED CONC. PANr1. 6. NEV ACT CLG, HT. TO MATCH DIST. - EAST HALF ABBREVIATIONS AL = ALUMINUM ACT kCOUSTICAL CLG. TILE CMU = CONC. MASONRY UNITS CONC = CONCRETE CPT =• CARPET CT = CERAMIC TILE FF = FACTORY FINISH GWB = GYPSUM WALLBOARD HDW = HARDWARE GROUP HM = HOLLOW METAL INT = INTEGRAL BASE • MDO = MEDIUM DENSITY OVERLAY PLYWOOD PLAM = PLASTIC LAMINATE PLW = PLYWOOD PS = PAINT SYSTEM QT = QUARRY TILE SL = SEALER SV = SHEET VINYL VB = VINYL BASE 'OR RUBBER) • VCT = VINYL COMPOSITION TILE WD = WOOD i I l I ( i 1f l i l!1 1 1 l 1 1 111 I 11 C I 1III` 1 1 2 it 5 6 7 8 _._. _._ 9 1 () 11 MADE R, GFP. u6N'I 1 2 0 IB MS IIJC,. $ PAINT SYSTEM NOTES PS1 GYPSUM VALLBOARD SYSTLTI: COLORLESS S671- G± OSS ALKYD ENAMEL F1NISh - 3 COATS. PS2 031CF ?,E717 & MASONRY SYSTEM: .51U1- GLOSS DIANE FlNI -i - 3 COATS • �Mtti.��► Lr-- '.4jr. ail ita L. . 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Fin oco 1121 0 CM � Po' � Wz cf) o u < z Enna ovt cr, Et < Z < 1161 8i< B a z iggss LU CCRtis Islam w RECD CRY OF TEA AUG 21 1999 Architecture 8 Planning 616 First Avenue, Suite 400 Seattle, WA 98104 -2258 206/682 -2857 - ummengismosimmaissuntanisonsmemasiwien DOOR SCIULE ROOM FINISH SCHEDULE MISCELLANEOUS DETAILS Scale 1 -1/209 = 1' ---0" osiessagesspazzegemmummarden Date 8/18/818 Comm.No. 806418 to Charge GRI Drawn By SMIKEINIEMZERSIMEMBEINOMMIMMENNEwsumagligil Checked By • s ' I h El Zt t � I II! - III i+ Ii11.1... 1{ IM I ' `lIt l rll ll, ll,l� i Jf lfvi l�l.l. iilf ll 1111 .{�1: 1l 1 1IIIIIIIr .i, r l llly + .n.. f,1,1.�1.; 1 I'Cifa i ,y { ,,1w 11 '1 ,. J {I� eM t► � 'II,t I I>I�r I. : +, !� f .l.,nlYj l l,. l :[ .; , I `!lX ii ► illi�ill�l:i+ .f. iLlllllllr+UfvFl`�{ !llrlsll` lfl7pil' !IJl. l l,li^�1l�. {.i- II I 11�I.'' .1 llI. I il I I +�r l lf J11111111 111111111111111111111111 j...,. ?✓ r r-, ; "tt • I. ; • . - • . - . ' GENERAL STRUCTURAL NOTES (The following apply unless shown otherwise on the plans) 1. ALL MATEEIALSWORKMANSEILEDESIGN AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE BU UNIFORM /IDINGCODE(ASEs4DITION). 2. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 3. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. 4. DEMOLITION CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. EXISTING REINFORCING SHALL BE SAVED WHERE AND AS NOTED ON THE PLANS. SAW CUTTING, IF MD WHERE USED, SHALL NOT CUT EXISTING REINFORCING THAT IS TO BE SAVED. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF. A. ALL OPENINGS THROUGH EXISTING WALLS, SLABS AND BEAMS SHALL BE ACCOMPLISHED BY SAW CUTTING WHEREVER POSSIBLE. B. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LOCATION OF MEMBERS PRIOR TO CUTTING ANY OPENINGS. C. SMALL ROUND OPENINGS SHALL BE ACCOMPLISHED BY CORE DRILLING IF POSSIBLE. D. WHERE NEW REINFORCING TERMINATES AT EXISTING CONCRETE, THREADED BARS INTO THREADED EXPANSION INSERTS IN EXISTING CONCRETE SHALL BE PROVtDED TO MATCH HORIZONTAL REINFORCING, UNLESS OTHERWISE NOTED ON PLANS. 5. CONTRACTOR SHALL CHECK FOR DRYROT AT ALL EXTERIOR WALLS, EXISTING TOILET ROOM FLOORS AND WALLS AND AREAS SHOWING WATER STAINS. ALL ROT SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE STRUCTURAL ENGINEER OR ARCHITECT. 6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK. , 8. CONTRACTOR-INITIATED CHANGES SHALIRBE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT . 9. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED, BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 10. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BF FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. 11. INSPECTION: CONCRETE CONSTRUCTION AND STRUCTURAL STEEL FABRICATION AND ERECTION (INCLUDING FIELD WELDING AND HIGH-STRENGTH FIELD BOLTING) SHALL BE SUPERVISED IN ACCORDANCE WITH SECTION 306 OF THE UNIFORM 'WILDING CODE AND THE PROJECT SPECIFICATIONS BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT. THE • ARCHITECT AND STRUCTURAL ENGINEER SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION REPORTS AND TEST RESULTS. 1 . SHOP DRAWINGS FOR REINFORCING STEEL (FOR CONCRETE CONSTRUCTION), STRUCTURAL STEEL AND PLYWOOD WEB JOISTS SHALL'BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. 13. ENGINgSR OF RECORD SHALL REVIEW SHOP DRAWINGS FOR DESIGN INTENT ONLY DIMENSIONS AND QUANTITIES ARE NOT GUAIRWREFETWITENGINEER OF RECORD, THEREFORE, MUST BE VERIFIED 3Y THE GENERAL CONTRACTOR. DRAWINGS FOR COMPd&ENTS DESIGNED PRIMARILY BY OTHERS SHALL BE APPROVED BY THE COMPONENT DESIGNEE LRIOR TO CURSORY REVIEW BY THE ENGINEER OF RECORD FOR LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE AND ALL NECESEARY CONNECTIONS NOT SPECIFICALLY CALLED OUT ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. SHOP DRAWINGS SHALL INDICATE MAGNITUDE AND. DIRECTION OF ALL LOADS IMPOSED ON BASIC STRUCTURE. SUBMISSIONS SHALL INCLUDE A REPRODUCIBLE AND A COPY; REPRODUCIBLE WILL BE REVIEWED AND RETURNED. SHOP DRAWINGS MUST BE REVIEWED AND STAMPED BY CONTRACTOR PRIOR TO REVIEW BY ENGINEER.1TIOP DRAWINGS MUST BE REVIEWED AND STAMPED BY THE ENGINEER PRIOR TO 8111BUTTING TO THE CITY. -- 14. "CONCRETE SHALL ATTAIN A 28-DAY STRENGTH OF f'c = 2,000 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS, THE MINIMUM AMOUNTS OF CEMENT AND MAXIMUM AMOUNTS OF WATER MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE CONCRETE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES As WELL AS THE WATER CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH U.B.C. 2604 (c). ALL CONCRETE EXPOSED TO WEATHER OR TO FREEZING TEMPERATURES WHILE WET SHALL BE AIR-ENTRAINED WITH AN AIR-ENTRAINING AGENT CONFORMING TO U.B.C. STANDARD 26-9. TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH TABLE 26-B OF THE UNIFORM BUILDING CODE. 15. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60,fy = 60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 40, fy = 40,000 PSI. REINFORCING BARS INDICATED ON DRAWINGS TO • BE WELDED SHALL CONFORM TO ASTN A706. REINFORCING COMPLYING WITH ASTM A615(S1) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN A.W.S. D1.4 ARE SUBMITTED. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 16. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 315-83. LAP ALL CONTINUOUS REINFORCEMENT 30 BAR DIAMETERS OR 21-0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL INTERSECTIONS. LAP CORNER BARS 30 BAR DIAMETERS OR 2'-0" MINIMUM. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. 17. CONCRETE PROTECTION (CoVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE FORMED SURFACES EXPOSED TO EARTH (i.e. WALLS BELOW GROUND) OR WEATHER (1/6 BARS OR LARGER) 2" (115 BARS OR SMALLER) 1-1/2" COLUMN TIES OR SPIRALS AND BEAM STIRRUPS 1-1/2" SLABS AND WALLS (INTERIOR FACE) 3/4" 3" 18. CONCRETE WALL REINFORCING - PROVIDE THE FOLLOWING UNLESS DETAILED OTHERWISE: 6" WALLS 1/4 @ 16 HORIZ. 8" WALLS 1/4 @ 12 HORIZ. 1014 WALLS 114 @ 18 HORIZ. 12" WALLS #4 @ 16 HORIZ. 1/4 @ 18 VERTICAL 1 CURTAIN #4 @ 16 VERTICAL 1 CURTAIN 114 @ 18 VERTICAL 2 CURTAINS 114 @ 18 VERTICAL 2 CURTAINS 19. STRUCTURAL STEEL DESIGN FABRICATION, AND ERECTION SHALL BE BASED ON THE A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS," LATEST EDITION, PLUS ALL REFERENCED CODES. 20. STRUCTURAL STEEL, INCLUDING PLATES AND ROLLED SHAPES, SHALL CONFORM TO ASTM A36, Fy = 36 KSI. STEEL PIPE SEMI CONFORM TO ASTM A-53, TYPE E OR S, GRADE B, Fy = 35 KSI. STRUCTURAL TUBING SHALL CONFORM TO ESTE A500, GRADE B, Fy = 46KSI. ANCHOR BOLTS AND CONNECTION BOLTS SHALL CONFORM TO ASTM A325. 21. EXPANSION BOLTS INTO CONCRETE SHALL BE "RED HEAD" WEDGE ANCHORS AND THREADED EXPANSION INSERTS INTO CONCRETE OR CONCRETE UNIT MASONRY SHALL BE "RED HEAD" NON-DRILLING ANCHORS, BOTH AS MANUFACTURED BY PHILLIPS DRILL COMPANY OR APPROVED EQUAL INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. INSERTS INTO CONCRETE MASONRY UNITS SHALL BE INTO FULLY GROUTED CELLS. SPECIAL INSPECTION IS REQUIRED FOR ALL EXPANSION BOLT AND INSERT INSTALLATION, 22. THREADED STUDS SHALL BE MANUFACTURED FROM MATERIAL CONFORMING TO ASTM A-108 AND SHALL BE WELDED IN CONFORMANCE WITH A.W.S. REQUIREMENTS 23. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. AND A.W.S. STANDARDS AND SHALL BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS USING E 70 XX ELECTRODES. WELDS, UNLESS OTHERWISE NOTED, SHALL BE 3/16" CONTINUOUS FILLET WELDS. ITEMS NOTED "FTELDWELD" WITHOUT SPECIFIC INSTRUCTIONS SHALL BE WELDED TO PROVIDE THE EOUIVALENT OF A 3/16" X 1-1/2" FILLET, FOR MATERIAL REQUIREMENTS OF WELDED BARS, 24. FRAMING LUMBER SHALL BE GRADED AND MARKED IN CONFORMANCE WITH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 16, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: SEE REINFORCING NOTE JOISTS AND RAFTERS: BEAMS AND STRINGERS: 4X MEMBERS 6X AND LARGER MEMBERS POSTS AND TIMBERS: STUDS, PLATES & MISC. LIGHT FRAMING: TOP AND BOTTOM PLATES AT BEARING WALLS: HEM-FIR NO. 2 OR DOUGLAS FIR NO. 2, MINIMUM BASIC DESIGN STRESS, fb = 1000 PSI DOUGLAS-FIR NO 1 MINIMUM BASIC DESIGN STRESS, fb = 1500 PSI DOUGLAS-FIR NO 1 MINIMUM BASIC DESIGN STRESS, fb = 1300 PSI DOUGLAS-FIR NO 1 MINIMUM BASIC DESIGN STRESS, fc = 1200 PSI DOUGLAS FIR OR HEM-FIR STUD GRADE. DOUGLAS FIR CONSTRUCTION GRADE. 25. PREFABRICATED PLYWOOD WEB JOISTS SHALL BE DESIGNED BY THE MANUFACTURER FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS AND SHALL BE FURNISHED AND INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S PUBLISHED SPECIFICATIONS. ALL NECESSARY BRIDGING, BLOCKING, BLOCKING PANELS, STIFFENERS, ETC., SHALL BE DETAILED AND FURNISHED BY THE MANUFACTURER. SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. DESIGN SUBMITTALS SHALL BEAR THE STAMP AND SIGNATURE OF A REGISTERED PROFESSIONAL STRUCTURAL ENGINEER, STATE OF WASHINGTON. PERMANENT AND TEMPORARY BRIDGING SHALL BE INSTALLED IN CONFORMANCE WITH MANUFACTURER'S STRUCTURAL SPECIFICATIONS. 26. PLYWOOD SHEATHING SHALL BE GRADE C-D EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH U.B.C. STANDARD NO. 25-9. SEE PLANS FOR THICKNESS, PANEL IDENTIFICATION INDEX AND NAILING REQUIREMENTS. 27. ALL WOOD PLATES INDIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE-TREATED WITH AN APPROVED PRESERVATIVE. PROVIDE 2 LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS, BLOCKING, ETC. AND CONCRETE OR MASONRY. 28. NOTATIONS ON DRAWINGS RELATING TO FRAMING CLIPS, JOIST HANGERS AND OTHER CONNECTING DEVICES REFER TO CATALOG NUMBERS OF CONNECTORS MANUFACTURED BY THE SIMPSON STRONG-TIE COMPANY, SAN LEANDRO, CALIFORNIA. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEE HAVE I.C.B.O. APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL SPECIFIED FASTENERS MUST BE USED AND PROPER INSTALLATION PROCEDURES MUST BE OBSERVED IN ORDER TO OBTAIN I.C.B.O. APPROVED LOAD CAPACITIES AND VERIFY THAT THE DIMENSIONS OF THE SUPPORTING MEMBER ARE SUFFICIENT TO RECEIVE THE SPECIFIED FASTENERS. 30. FOOTINGS SHALL BEAR ON SOLID UNDISTURBED EARTH (CONTROLLED, COMPACTED STRUCTURAL FILL OR BOTH) AT LEAST 18" BELOW LOWEST ADJACENT FINISHED GRADE. 31. DESIGN CRITERIA ROOF LIVE LOAD 25 PSF FLOOR LIVE LOAD 65 PSF(SAME AS EXISTING BUILDING FLOOR) FLOOR LIVE LPAD (STORAGE) '125 PSF STAIR AND CORRIDOR LIVE LOAD 100 PSF MECHANICAL UNITS Weights furnished by manufacturer EWIND 80 MPH, EXPOSURE "B" EARTHQUAKE Zone 3, K = 1.33 ALLOWABLE SOIL PRESSURE 3000 PSF ESOILS REPORT REFERENCE: PER ORIGINAL DESIGN DRAWINGS DATED 7/16/73 SHEET S-1. ARCHITECT: MANSON BENNETT AND ASSOCIATES ENGINEER; CHARLES KITCHEN 32. WOOD FRAMING NOTES - THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE UNIFORM BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 25-Q OF THE UNIFORM BUILDING CODE. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. B. WALL FRAMING: ALL STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 2 X 4 STUDS @ 16" o.c. AT INTERIOR AND AT EXTERIOR WALLS. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS. TWO 2 X 8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORT BELOW. PROVIDE CONTINUOUS SOLID BLOCKING AT MID-HEIGHT OF ALL STUD WALLS OVER 8' IN HEIGHT. ALL STUD WALLS SHALL HAVE THEIR LOWER PLATES ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS AT 12" o.c. STAGGERED OR BOLTED WITH 5/8" DIAMETER AB @ 41-0" o.c. STAGGERED. REFER TO lug PLANs AND SHEAR WALL SCHEDULE FOR REQUIRED SHEATHING AND NAILING. WHEN NOT OTHERWISE NOTED, PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFACES AND GYPSUM SHEATHING ON EXTERIOR SURFACES NAILED TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING WITH NAILS AT 7" o.c. USE 5d COOLER NAILS FOR 1/2" Ma AND 6d COOLER NAILS FOR, 5/8 GWB. USE 1/11 GAUGE, 1-3/4" LONG, 7/16" HEAD, DIAMOND POINT, GALVANIZED NAILS FOR EXTERIOR GYPSUM SHEATHING. C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE BRIDGING @ 8-0" o.c. AND SOLID BLOCKING AT ALL BEARING POINTS. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. TOENAIL JOISTS TO SUPPORTS WITH 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON "LU" SERIES METAL JOIST HANGERS TO SUIT JOIST SIZE. NAILALL MULTI-JOIST BEAMS TOGETHER WITH 16d SPIKES @ 12" o.c. STAGGERED. UNLESS OTHERWISE NOTED ON THE PLANS, PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED WITH 8d NAIfS @ 6" o.c. TO FRAMED PANEL EDGES AND OVER STUD WALLS SHOWN ON PLANS AND @ 12" o.c. (10" o.c. AT FLOORS) TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS @ 16" o.c."AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED TONGUE-AND-GROOVE JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. TOENAIL BLOCKING TO SUPPORTS WITH 16d @ 12" o.c. UNLESS OTHERWISE NOTED. • OENR. EEEN.ESEEE: . .47 0 IIIIlb 1 1 i I I I l I I I J - HP11111111111111 If 7 8 9 10 MOE IN 6F NAP/ V 12 41, F NOT7.: lf the microfilmed document is less deer th&n this notice, It is cue to the quality et the oripinel c'ocuMent. o. 4c: A: SZ sie ze Le (-.) it • • 2 : ••• milmihiplj#1414061111,111,11dmminfl6110mdlinhoLOHITli!Hillinhdljuhdijoh411,1dmil(odunljnihrin411, ' , - 1 --••••• 01.■•=1.............••••.••■••••••••■••••■••1.91 EE#51 eait stri. eb-ei 20/54 Nara', 16 +74 e.osvicp }Jar sHop,11.1 r7 cLAR. !Tr, 20/1 0 „-r, (PA W160 CCM, L 11/2 y, t7 5Ecac.24._e_lyzic". 3ECT IC:* 0 t±2 Lci...0. 15 15e.AstA owe, ?toe. eNix (s). cnIM. OETAiL. TS 6,,,511.0 CITY OF TUKWILA APPROVED sEP S T 13U LDVfjN 20 • •-•-;" . • • • R 0 B E R. 1' AS80-41.1,TH8 1ER grivrilliTC"'"" mmuNNmumrsEvEmal TOENIIEE ammEmn LO . - .s 2=14. • • • • • • • '"•• CITY OF TUKWILA MWANMMMWMONMEMENOWNi. tuber at Christi: dlitects EfEEMIERECEIN Architecture & Planning 616 First Avenue, Suite 400 Seattle, WA 98104-2258 4: 206/682-2857 imisseriagassorammerisreasemenswas my OP T. AUG 21 1989 Scale tome efffro' Datat.4.2,1 Cornm.No..Sc'eat,9%, hi Chew Drawn BY 5K Checked By Ry5 S 1 , :+5§/.:6°. • • 1�1 -Pi II 14. '-‘," 161-4" le'-g" /54 1/64 1I54 1:51.- A 4" 51. -4.e) 0;4 co r x 1-10m,, I . 4 'I SI.AI, ON & AGIa r.f'Nor.1. 117'54 I Iel 1 1 1 1 I f \ 4 i'0 .;- r E)'I57. F1901'11,10 0-5" is i 1.0" K1! (4)1) cat-tr. 4, "°5 TII~.'13 € 12" o6 JX151lPJ_a� Fl b xl -Q W/ (4)''$ 600.. 4. iFtTE,e3 @ 12rOI6. d 11 /x' 4(4 PoVr ex 15TI r.l& CGI-A& ? F e.HAN SW -2 - p1-, '-g" x. I•aft (4) 5 e./PQ W / e 'e' ac. FOUNDA'T'ION PLAN NOTES 1, SLAB ON GRADE W/ 6X6 W1.4 rX W1.4 WWF MID-DEPTH OVER 2" SAND OVER 6 MIIL VAPOR BARRIER OVER 4 -1/2" GRAVEL. 1.2. PROVIDE CONTROL *CONSTRUCTION JOINTS IN SLABS ON GRADE PER DETAIL 5/S4. BREAK UP SLAB INTO REC- TANGULAR AREA OF 450 SQUARE FEET OR LESS. AREAS TO BE APPROXIMATELY SQUARE AND RAVE NO ACUTE ANGLES. ,JOINT LOCATIONS TO BE APPROVED BY ARCHITECT. • SW -1 INDICATES SHEAR WALL TYPE PER DETAIL 14/55. WALLS TO BE SW -1 J.N.O. • r _J j";U4TIN r ' 61 n ' ��; "61 W/ ( # �u WAY 4. L n N B ?<I`6T 51-At? RMk.INS `Ni/ FOUNDATION PLAN i •e" I' ... ... .. ... ,,. ... .. .., ..,.. ,. ,. n, ,....` -., ,.. :.�.•° i' ::.. a -' � IIl tII III III 11' 11 111 !III III i i I I i 1 1 I 1 � I I I I 1 I i i! 1 i i 1 1 111 111 III III III 11 I I I! 1 1 1 1 {,, I_'.,1,. >i 1 .1.'i � 1 1�1 1 1 1 .' 11'�'I I .I,III,�I11 111 1 1.: a '� „,.',�«,r� ilk �lEi� �111�I�I�lil�llll ►II�IIl� {{ I { I { �.III�.II {..�.'f�li ll! I {i III I {! 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Iili I lF [W 'oat is ,.? ij . CI i i OF 1IJ1tWILri APPROVED gUl' DINt. DIVISION RECENVED CITY OF TUKWILA AUG 21 1989 ism R 0 11 E r A ti s o C I A T (:'9 2410 FIRST I. RST.1TI C,E \'TER 999 71111211 W1NEE SF 1TTLE. WASHINGTON 911101 TF.I.i:I'Ilr1�15 121(;1WI.111W! • T,^ VJ Z O Fina . O fn O CC 19"" bLL<z o °z � a ?er s < Er cr z < LU > >• p Ooa > z o < < z w wzr cr RIg° Fan • • CITY OF T UKWILA Edber Christjansen teas Architecture & Planning 616 First Avenue, quite 400 Seattle, WA 98104-2258 206/682 -2857 Scale Date. Datecg.leweR Corrim.No. &C)(0 In Charge Drawn By LAW Checked By RV VBER T 11 11 I; 1 A 24111 C11181 1%ii:RST f: (".1: STER 4.1519 1111110.111;M K VI ti Ni;tol 91110 1 11:1.1:1111)NE: 1.11•1;1• 18111 4; 1:: ec,"TJ I / AlecH. ut.11T (PR Klare '6 ....................___ , /1) 20-i-Ji/o, S01'..11 /55 9 2-01#1.J1/5 @ ,c 11 (2) 2o" Tui 1 /e-).) ea" -rJ V r2r, 241147, c, , 11-c," <1/44: A Gi54, 6/sek VA Peg wore 10/51- I . PROVIDE 5/8" P W. SHEATHING AT ROOF AND 3 / 4 " P . W . SHEATHING AT FLOOR. NAIL PER STRUCTURAL NOTES. 2 . HEADERS TO BE ( 2 ) 2X8 U. N. 0 . PROVIDE ONE FULL HEIGHT STUD AND ONE BEARING STUD AT ALL HEADERS U. N . 0 . 3 . MECHANICAL UNITS LOCATED PER ARCHITECT AND MECHANICAL . FRAME OPENINGS PER 1 7 /S5 . I OCISS loA /55 Gin OF iimvoilik NPPROVED SPA 71*..•=1":7F-01T7r,d.r:71-*w."-.4.412.' ',it ••4:- .-r:713-7,11.fs=r1-61:,:-.'Wel,,. 5: ;:.7.,;P:14::,:,..., :14,‘,..::::..-ii?..„..:N-za-44-..,„--.Wy....-4..7;;;•',.•.,-*''' .:trie -•'''`Ir ',"le .4.;.-F..7T,-tpcT..1.1.1;Z:;*--4:-; ,-,7:,5:44_,-, ..-t,-,,..s:......L.,:,::,--.-..0=4::,-;44.443.. --:-.; ...._ - '.44-:...::-..*,....;4,,,e-O&I.-_,i4,.,,,z,...04 vit.:0,...,4-7. • `•:.-•••— 4. .;;A:4 ::C-Zi:',T.--•,‘ ' • .4•,:•.1„zt,...•_.,11,,;.....4!...N. .••-•;;‘,_.‘s-...?,!54 'rit...14;;W'rjrc,t,'W•i.:C•fbrit"tr.,.,;.. , • •: ,i. i :141:7 •....*-23•7•1•F - 4 .r+ CITY OF TUKWILA 10(.455 Edberg. 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PAkie.L ®N C;RAOE, Architecture & Planning 616 First Avenue, Suite 400 Seattle, WA 98104 -2258 206/682 -2857 • mccie OP TNtCAI -Ne.0 L0.(5 t ` 'Ot40 , 11 4302 ATTACHED ?U 111 Pl4W009 PL' INOAt] v(.vl} I NCB w/ w e)g+ Ij1rIIQ,G, (2) 14ll+ )(IkK,1 To EXItT ■JO15T MOOD cCizEWS (3)45eI5"06. e 6,'L LCI, "LION (E)S 6047. e.0 or. • lifiNSINISSECERIMMEIMENEfferNEMENSIONENNOWNNINES Date - IS' Oornm.No. 81400/25. in Charge Drag By M v Checked By le V II I'+ +I+ I, 11 +11�f�1lllf +I i { + I III ! ! !^!! ! I . %.." ! I l I I I I l I l i I 1 1 1 1 �1 1 1: 1I' i ..i i ` �.: .• . 1 1� � � � 1 � � +�! II! !II III I1f flillllil- II1II111 1�1lf�l llil!�, ►,1 +1 +1! 1.� +I +1!1 0 EPJC,. 7 3 �F 5 I f y 1(1 .OEINCfRMANY NOT T:: I the microfilmed document' -is kss clear then this notice, it is iue to the quality of the original c'ocurnent. I..Z si (: Si'. t �.^"."!. y-••'...-* �•--•.. �- - we....,.... �s..r..__.....rnr....,�- ...,.., ..: ......... _..... �.+...+r� �3 ez z� 1. OZ �1 8. 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WITH 6d COOLER NAILS. (8d COOLER NAILS @ FACE PLY OF DOUBLE LAYER.) ' NAIL 1/2" OR 5/8" GYP. SHEATHING WITH #11 GA. 1-3/4" LONG, 7/16", DIAMOND POINT. GALVANIZED NAILS. AT G.W.B. AND GYP. SHEATHING, NAIL SPACING APPLIES AT ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING WREN REQUIRED AT PLYWOOD SHEATHLNG, • NAIL SPACING APPLIES TO ALL PANEL EDGES (NAIL SPACING AT INTERMEDIATE FRAMING IS 12" ON CENTER). USE\5/8" G.W.B. AT INTERIOR FACES AND 1/2" OR 5/8" GYP. SHEATHING AT EXTERIOR FACES. (SEE ARCH'L. FOR (YP. SHEATHING THICKNESS). 5. PROVIDE SOLID BLOCKING AT ALL SHEATHING PANEL EDGES NOT LOCATED AT FRAMING WHEN BLOCKING IS REQUIRED. 6: PROVIDE SHEARWALL SHEATHING AND NAILING FOR ENTIRE LENGTH OF WALLS NOTED ON PLAN. PROVIDE HOLDOWNS PER ' PLAN AT EACH END OF WALL'UNLESS OTHERWISE NOTED. ENDS OF WALLS ARE DESIGNATED BY EXTERIOR OF BUILDING, CORRIDORS OR DOORWAYS... MARK ,MAX. PANEL I-IEIGHV Mill STRAP SPACING SA 410A 121-‘04 7141,0 5134..106 It'-‘ 5 ibiji 4, 1, 0 ii c4., 50410G ,1-?)"6'0 146X. (5rA0505A Asi.) t2 ,102 IS'--60" 1131 )'-°" SE.4,106 EANt, 1/42 t Etv)i-`(154-12- +'14•40- Ut- waglIA APPROVED BUIDING DIVISION! ZY-.4 FLAT fS1.4.0. a JUle-4T ebrINceS F5e-foNo ,or)?...441Ncr EA ,t-.4X4Nleg ors4t4wr 51J44/ pr.4 & NrA, (oveg JOIS7 WITH ,-N (3 fm t.-1 c$Te,laa, 0)TRAP 7~(P) VAf s'P, • -1.-"---45 :er' ▪ :71,4P, !I% • '-' • ▪ a 4- . • . volskiAgetV1-SAT-1:17.4;F:.*V.-;;;;.:?5,4,4-4411'4„,&. CITY OF TUA'WILA '57 2 STRAP PER SC /SS JaleD7 ee.S4W1 Ma_ 4-f UNIT' (-WM e 4 .e) opeN Je711- e -P-og ortNINICI ext) kJ/ U24-2_ TO Feis,HE. geor.,)P PeNleTP:griaN • T'ePICAL, ..10157 xe? iht7erief2- V)/ •Vt;'1. LT ( 16 et, Eili\e,Er) 4" mirs1 se'- 0 ostrt7Ifs;ecie weix/isy...rwray. Scale WALti Edbc,rg Christiansen chitects Architecture &Planning 616 First Avenue, Suite 400 Seattle, WA' 98104•2258 206/682-2857 AUG 21 1989 Mb= ISPZ UNDIENEMONMEll MEM IMMO 11/11351110 IEEE Egit11111111113 !"-',1,7Y‘ . , s , . „- , - - 1111111 1-1 ;!! 0 16 TM IN( 1 I I I I I I 11111111111111111IIIII 2 4 5 0 lf the micrcfilrned document is less clear then this ncticc, is cue to the auelity CT the oririnal cocunlent. OC 6(' tie LZ Ye. GZ fie ee ze; ut et LA 91 91. 171 CL et IL oL 6 0 4 9 I 1 7▪ 4: f":", • • ^•••'' `=", ;• • `• . - 74-k!"-"A ' ' , r Veitait 16 11 mizENGE,,,,,., 12 r,. ita } �?t SAS f lw 1 LA GIs SON d 5°NS AIR TERMINAL SCHEDULE MARK CD CG -1 CG -2 TG -1 LR LG ITEM Ceiling Diffuser Ceiling Grille Ceiling Grille Transfer Grille Linear Register Linear Grille MFR /MODEL Titus PAS Titus PAR Titus 4FL Titus 50P/Type!3 Titus CT -541 Titus CT -540 EXHAUST FAN SCHEDULE MARK ITEM EF -]. Exhaust Fan (Men /Woman Toilet, First Floor) •EF -2 EF -3 EP-4 Exhaust Fan . (Lounge) Exhaust Fan (Women's Toilet/ Shower) gxhaust Pan (Men's Toilet/ Shower) MFR /MODEL Greenheck GB8 -4 Greenheck SP -•50 Greenheck GB7 -4 Greenheck 10 -4 DUCT COIL SCHEDULE. MMK rr i : -i 2ucf COIL f`iNR iIJC2E...E.C)lA E AS DC- i • DESCRIPTION Perforated, square face with duct adapter, baked enamel finish, adjustable pattern controller, pull -•down face. Smaller module sizes as indicated on drawings. Similar to CD, with duct adapter. Aluminum, 1/2" blade spacing, 45- degree blade deflection, baked enamel finish, one set fixed blades parallel to long dimension..: Aluminum construction, egg crate, baked enamel finish, 1 /2 "''a{ 1/2" x 1/2" grid. Fits T -bar grid with duct \adapter. Aluminum construction, fixed bars, 15- degree deflection, 3 "x48 ", sidewall installation. 3 "x48 ", 0- degree deflec- tion, fixed extruded aluminum bars, sidewall installation. DESCRIPTION '350 CFM @ .375" SP, 1,305 RPM, 1/4 HP, roof mounted, adjustable belt drive, factory roof curb, backdraft damper, 120V /1 ph, vibration isolation. 325 CFM @ .375" SP, 1,050 RPM, ceiling mounted, 120V/1 ph, backdraft damper, fac- tory speed controller, factory roof cap and vibration isolator kit. 180 CFM @ .25" SP, 1,305 RPM, 1/4 HP, roof mounted, adjustable belt drive, factory roof curb, backdraft damper, 120V /1 ph, vibration isolation. 820 CFM @ .375" SP, 1,260 RPM, 1/4 HP, roof mounted, adjustable belt drive, factory roof curb, backdraft damper, 120V /1 ph, vibration, isolation. 2.30 C.Fr1 e 65* EAT q; :la i..,a.T, 2.5 I ,I, 2. -3T.A\ 2:77V/ I F14, I2xf,�. r PLUMBING FIXTURE SCHEDULE MARK P -1 P -2 P-3 ITEM Lavatory Faucet Set Urinal Flush Valve Water Closet MFR /MODEL Am. Std. 0476.028 Am. Std. 2000.101 Am. Std. 6561.017 Sloan itoyal 186 -11 Am. Std. 2130.151 Beneke L- 509 -SS /HPSS P -4 Shower Dura Glass S2 -2 Trim Am. Std. 1353.096 P-5 NOS' L $E P -6 liof U'EC) P -7 P -8 D -1 HB -1 • Water Cooler Floor Drain Hose Bibb I II lI lI iI lI li iI 1 i 1 ► lI 11lIi1lI 1 1lI l 1 I 1 f I 0 IG!H. rc Haws HWC8 -•S J. R. Smith 2005 -AU/ 2010-AU Chicago No. 7T 4 { _ 111111 I i l III.- (..I1`'I11IIII 2 3 • ; NOT 'E; If' the micrcfiimed document is notice, it is cue tc the quality cr the o�., t- *3Z 5�C gZ +iz £z 'Z2 LZ. o� .�` yt Sl t7L. 1 IIIIIIi!Iii111li!►Iliiillll!i llllilliI I' 1I�l: IIIII�IIiIIIiiIIIII IIIIIIIII ►11111111!!IliilllIIII III 'I I I Ililllil i( l! ll�IlllIllililllilllllllliilllll .i i- lr'[ k� -/` rr�' 7i,'•,<'i. -d �v :rti. �� II 5 i I I - -. 7 9 6 ., .. DESCRIPTION Countertop, vitreous china, self rimming, oval 20''x17” . Centerset single lever control, 4" centers, brass body with chrome finish, pop -up drain with 1 -1/4" tailpiece, escutcheon plate, vandalproof aerator, 0.5 GPM flow restrictor, washerless ceramic valving, 3/8" supply tubes. 17" wide x 12" deep x 28" high, -wall hung, vitreous china, 3/4" top spud, siphon jet action, water saver. Chrome plated, screw driver stop, integral vacuum breaker. Floor set, back outlet, vitreous china, water -saver tank type, elongated bowl. Solid plastic, open front, self - sustaining hinge, stainless steel hinge and post. Two -piece construction, white fiberglass, 36" x 36" x 74" with grid drain strainer. Single lever handle, pressure balancing concealed fitting with volume control, 2 -1/2 GPM flow restrictor. Wall hung, stainless steel top and cabinet, 7.6 GPH, 80° EWT, 50° LWT, 115/60/1. Duco cast iron body and flashing collar, round nickel bronze adjustable strainer head with round top, vandal - resistant secured heel - proof square -hole grate. Rough brass, short pattern, male with shoulder_ No. 293 -6 tee handle. ... / ': yr, `. . •'r ,. :!'° � S ..:,ri' r. ,'� ' ?:ipT" p •.�. `i' �f•'. c .� -; y.: IIIIIIIIII IIIII1IIIIIII 1111111111IIIII IIIIIIIIiJ11111IIIlItIIllli111' 'I'I'I lli'LII. 10 1 I�A(IF!Nt, RMANY 12 Tess clear than this orlVih I c'ocurnent. 111 11lli!?Illllliil Illi I ( , i I , III I I ilillllilli,lllllll I II Ill I. � i IIIIIiII.IIII 1111 I II ( I iIII I III�II�iI. ci �''1`; l�'.. rt`'�?� ►iIIII. LEENP SYMBOL 0 Pi N 4 - ' --.- -D ouirormaronswoore6w,■■■■■•■•Y 4b.N.L.ww simeMalltismosostarsimotsltrousis ._ollo __.. Oomm.... J L ED ES •MY.�YOe v Y ®.�.p E$00 t z t W W (� II II III I Ii i i 1111 i i I illlllllil I I ,11111 I . • yr - ' r.;;- ABBREVIATION DIA APPROX GV GLV CKV BV RV or SV HEDV HB TH RL W W V VTR FCO WCO CO FD CW HW HWC T'STAT VD RVD 13DD FD FD TVE CD CD CD CG DESCRIPTION CENTERLINE PIPE DOWN PIPE UP or UP & DOWN PLUMBING FIXTURE SYMBOL MECHANICAL EQUIPMENT SYMBOL DIAMETER OR ROUND APPROXIMATE CAP EXISTING CONNECT TO EXISTING EXISTING TO REMAIN REMOVE EXISTING ABANDON EXISTING GATE VALVE GLOBE VALVE, STRAIGHT PATTERN CHECK VALVE BALL VALVE or BUTTERFLY VALVE RELIEF VALVE or SAFETY VALVE LtOSE END DRAIN VALVE HOSE BIBB GAS COCK THERMOMETER, COLUMN TYPE UNION or FLANGE CAP RAINLEADER WASTE, ABOVE GRADE WASTE, BURIED VENT VENT THROUGH ROOF FLOOR CLEANOUT WALL CLEANOUT CLEANOUT FLOOR DRAIN COLD WATER HOT WATER HOT WATER RECIRCULATION THERMOSTAT MANUAL VOLUME DAMPER REMOTE VOLUME DAMPER BACKDRAFT DAMPER VERTICAL FIRE DAMPER HORIZONTAL FIRE DAMPER IN VERTICA DUCT LINED DUCT FLEXIBLE CONNECTION TURNING VANE ELBOW FLEXIBLE DUCT CEILING DIFFUSER CEILING DIFFUSER WITH BLANK -OFF CEILING DIFFUSER, SEE DETAIL RETURN /EXHAUST GRILLE. v RECENED criy of T6 *A AUG 21 1989 Maw tera -5. a X94 V= A$`': ~9 s • 4th & Vine Bldg. 2615 4th Ave.. Suite 420 Seattle, WA 98121 OFF: 20614481911 FAX: 206,°4469485 Edbe..r. ChistJa3sen LiIill(LiCIS Architecture & Planning 616 First Avenue, Suite 400 Seattle, \IVA 98104 -2258 206/682 -2857 LEGEND & SCHEDULES Scale NO SCALE vatessonmestentermangesseemoserenamon Date 5. i$-e ' Comm.No. - -- �...a.. In Charge i•� - ----- Drawn By MCA Checked By -rcaP EMBINNEENIERMUSENEEMINUMBNIMMusagium JL aR rY J • 4 ji 3 vel Ei�• Mr( knit f le f *t vSON a SONS .M� SY MECHANICAL EQUIPMENT SCHEDULE MARK ITEM MFR /MODEL ACU -1 Air Carrier Conditioning 48HD008-6 Unit ACU -2 Air Carrier Conditioning 48NLT018300 Unit ACU -3 Air Conditioning Unit (Training Room) Carrier 48HD007 -6 .a • DESCRIPTION Rooftop air conditioner with gas heat, bottom down discharge, 2,210 CFM Q .70" ESP, 925 RPM, 1.00 BHP, 1 -1/2 HP, 460V/3 ph blower motor. Total cooling 85.6 MBH, sensible cooling 59.8 MBH @ 95 °F outdoor DB, 80 °F DB /67 °F WB EAT. Condenser fan motor 1/2 HP, 460V/3 ph maximum. Gas burner, 2 -stage heating, input 125 MBH low heat, 203 MBH high heat. Economizer with 100% outside air capa- bility, modulating low leakage dampers and bar- ometric relief, factory roof curb, 2" throwaway, filters. Rooftop air conditioner with gas heat, downflow discharge, 500 CFM @ .50" ESP, 1/3 HP, 1,100 RPM, 208V/1 ph blower motor. Total cooling 17.6 MBH, sensible cooling 12.1 MBH @ 95 °F outdoor DB, 80 °F DB /67 °F WB EAT. 1/10 HP outdoor fan motor. 40 MBH heating input, 2" throwaway filters, factory roof curb, factory thermostat with automatic changeover. Rooftop air conditioning unit with gas heat, down discharge, 1,800 CFM @ .724" ESP, 1,048 RPM, .83 BHP, 1 -1/2 HP, 460V/3 ph blower motor. Total cooling 74.9 MBH, sensible cooling 50.4 MBH @ 95 °F outdoor DB, 80 °F DB /67 °F WB EAT. Condenser fan motor 1/2 HP, 460V/3 ph maximum. Gas burner single stage, 120 MBH input. Econo- mizer with 100% outside air capability, modulat- ing low leakage dampers and barometric relief, factory roof curb, 2" throwaway filters. •R GENERAL NOTES : C% ROOF L_ i n MI O C ASSOCIATED 'ERIN 0 TcpiriLrullep, r ACT V►TY R11, 4 "'1 4' r L C4) 7 DORM (TORY IS 16 G -rf 0 EXHAUST FAN PN 4 ASSOCIATED DUC.T, -.o 0 HA:-L. 1,j Aka 011111NAN 0 t- L.1 10"&-) 6'47 JAN. MEN t. STORAGE \ ii=i/ -i�— J SECOND FLOOR PLAN - ' DEMOLITION 1/8" = 1'-0" TRAININO OFFICE WOMEN • J J AST. CHIEF L7K74'\-/-t EMI u R:. ENTRY 0 RELOCATE EXISTINCa CeILINC. pIFFUSEP' M6N HALL 0 C,O, STAIP I N DISPATCH RI LG FIXTI T12,111 PIPIN 51.11 RF .rr cr2 ATE EXISTING1 DES 4 ASSOC IATE 12 REMOVE SXI6"11 N C1 TO 1NI7 NH HOT WAI4RHe eon Re.t.00ATE >r SINK : A56 ,. 1. These plans have been compiled using available drawings and field observation. The contractor shall be responsible to verify exact location, size and existence of existing piping/ ductwork being relocated, removed or connecec,id to. 2. Items shown light are existing to remain unless otherwise noted ,1/8" = V -0" PIPING FIN15HE Ner 0 r APPARATUS :X15T;Nla+ csTAINLE5$ xi, r>=r) TP,IM AND OFD SELOL,•,i .> FLOOR DRAIN OF r ic,e. R S F �tt �r- UNIT NE,4TEPI 0 e;<HAU6T PAN- 0 U STAIR *2 0 v RL UNIT R EATER 0 FSOOF F EM VE �XI�T1Nc� HEAT PUMP UNIT. F L OCATt EXISTINCv1 CP Slici, CIAS VeNT TMRIJ ROOF ■ • 0 EXHAU T PAN nd, Up i_1 STOP AGE HOT li,INTelg TPhN6 41/ 4IIjiN1.,1ALL FIRST FLOOR PLAN " DEMOLITION Pip CAR. Mt J1 TOIL J I o HALL 42 CLOSI✓•T ►, 0 71�JING1 EMO' r X i6T, T'STAT TIMER .II1�N i L ,r PRV srATIoN � • RI6E12 TATIONI F III 4 ®C;iP S METER t . -. .. . :-! 'r '. .. ....rte... -.. :.� •..i: ... .. _. : -)+ •• _.,'i .. J Y �'S' d' /)' -`Y P_' ICI Ijl III I�. I lit IJi�I I(I I l l l l l l l l i i { 1 1 1 1 1 1 III 1 I 1 I I I I I I I I Ii I I I ICI I I I l i i l l l i l l t l l t !III { I I I Ijl ICI ICI 1(I I�1rrl� }Ilf�l !�I l�l �ET,�IIfJC,. 0 2 3 o E,l 131 Le 9 +c 5G *JL E.:e !� j 11 !IIil 1 l I Illii�lll II! ► II i! i! fif{Illfillill�Illl.ili.Illl 1111�IIIiIIII it 5 6 7 8 9 10 11 MAfIE I Gf �MAlY 12 s NOT": If the r..lcficfilmed document is less clear then this L notice, it is Cue to the quality or the "oriiinel c'ocument. v _ -.:._ . _._r,—.�..,._. - - -- Ze ie (? GI 8I LI 91 SI ht £I -it II �jL G t3 I JAHH44444411044whmlimhmhALIA666666hmihmli!I llflllllfl111t ,'IIIIIIIIIilIIHhl{ II { (� I {' ..__ .._.... _._ ! I ! IJI�II 111 II 9 IIIIIIIIIIIili1{fIIIiiiiII l s t C Z I W U II IiIIIIiIIIIIIIII }III1IIIjIIIiJIIIIIIIIIIIIII 1IIIII!IIIIl h� 4 •;� �f ....:+ s,�'Y•eis. S`i �,J „`.fir • sat 10 4 O'L INTERCEPTER • SP12.INK1.6R VALVE REC crry OF AUG 21 1989 Mow t: F o •p�aFWABp,./ • • 4111 & Vince Bldg. 2615 4th Ave. Suite 420 Seattle, WA 98121 OFF: 20614481911 FAX: 2061448.9485 CIO Ut i1��rrlilt�► APPROVED SL' :1i) AS NOTED . BUILDING DIVISION Edber Chthia13sen thitects Architecture & Planning 616 First Avenue, Suite 400 Seattle, WA 98104-2258 206/682 -2857 DEMOLITION PLANS & SCHEDULE Sesie AS NOTED Date 6 • IS-�j Comm.No. In Charge L G F Drawn By 6E1.1 Checked By TC:I p M�2 • f iRGUSON f• SONS 2.4/54, c 130 CFM 4120%1 DIJC1W02.1‹ -11-11 ARE eellfsieet-4!...1015T5, Hica H 45 POris,..E1 HOLD 1lcyt-r7 -rep e4184 CO \ sTreugije.E. '155 CF: M 1` 12 x 12 CC1-1 -- 130 CFM vi x 12. CC,-1 150 CFM 24/514PCP 150 CFM 510P,A6E 101 V I OFFICF€3"0 102 8 - I 47x 10 llox12 fS g 10 CONF 8>< (el 12x 12 13O FM _.1 ---------,,, OFFIC.E 104- 5 CONN, NIEW l's H CW, *4'..! HNC TO FZIJD VE8IF( 0.(AC.T LOCA,TiO -tit V41'6 TO UNIT RATER (4:10CLA6r, I "6" GAS I vEterr- 2 • 7 CLI-1 155 CFM 35x15 UP TO 111 LC-AL Fit_ lot) x_12. 1-T 1 -1 1(6 I LL.11 14A8 0 Lit EQL,±1 -12x8 12515 IJ 5 20%72 7. 10)40- .) 121(6 OPEN OFFICE: 107 x 2.4-cet-1 400 cFM 24/81dPcP 150 CFr.1 OP 11/211HW • A 4•1011■210.1.1. 11111111.1•MWSIIRIIINIIMMIP .1• •121111•11111MW .E1,157 HWT A.O. ,5(IAITH IteT 155 So €39 Ctirl CC-1 10 Q, love", 24/10 'OCD 2625' CFM (5 7*-(f".) 0 24/01'4C1, 125 CFM 14-)665 12x12 601-1 1s5 cFri •2.4 CA-1 5 FM g5x.43 Lel 2,0,o FM V $T1SULE 105 70 FACL1-21 3)(45 Ltd oN4 sclop. 230 CPA M 2.0 odd, co 25o CFM _ CON F, ft 2 2. x 1p I x -1J1,5 111 wAiT. "11-air*-2o CFM. mailwomm. CR 2 CFM y-443 1-41 23O kj1 vest. iO x4e3"Ka'H 0tJ1\110 ONE° 51-1T MIL 1°I.Et-1 CT416 Pi.AC) •1'1-14C,W, 3/41-11-1WC. coNIT'0 ON er-rr. - ex57. CIIRCLILATINd PUMP Fir.4 PLA /- I I,) ITE;MS 5HOWINI L.161-rr TO )%1AAIN) EXISTING HWH PIPING DIAGRAM NO SCALE • 214-/E5"Stz6 140 GRA- 12 0 9114, 412 T6-2 1Q>( cPC.0 110 CM sioR 114 110CFM ciwcP 51X) CHIEF- OPRCE 115 low 4104 255 FN1 1 A BPD I [J.I-4;1-160 up To ON RoOP --4 -°.` La:2:6e PcoF cAP ACU-2 130D 'Ter- i. 4'4) f3D1D-MEN 120 b5 C.FOI L 0 275 oFFICe (17 11 1.2 STOR 110 5D 5hiss 1°42'1 6 24-x45eto tL eTAIR !22 INMAN Rom."^- 51+ 10'4) 1C)17 C 13--12./40"4, cc' cio (-Pm OF.r-ICE I2S pg,ei_ocATe ceiLiNc./ FiEi3ALAN RE.L..0c.ATE. 19,00641 2So cPril u Mx& FOR p see i U s 6 12.o 1ox4- -ioxe - H To ;11..4 4 qA014,co 115 CF M 2.4/8"42C1, 1,15 CFM Sx:6-TINCA I USE,P, TO 270 CPM 6(N ,455Cr.. TRIM 0 P-5 4. 11/e" W UP TO( 1.7- MBIN(.1 NIS AF15A 5cfr,Le H 0 P-5 0 TO ON ROOF TIGHT GTU Re. uP D1%1 2.4-x/pTei-1 1,1/2.4x(p (-)OLINDLINe2 DUCT APP 12,6 FIRST FLOOR PLAN - MECHANICAL 1 /8" = 5 ATU'3 I 1 4 0 C5".1 2,01-161-1- IN 4CAP---- 1/hI4c.j ., 11/eV., Z"1--1 FOR FUTURE FriOV1M HOS ToVVER 12.4a 11h111,1 UP TO Cr-1 !Yew uP TO 1/2"CW Utv-rci {Vey UP 4"W UP TO liki`V UP - ifieH c14 u TO P-4 D-1 C 41'kl, NOW 11Ir To l'FstlJC. 6 H (-) HoLp TIGHT OTRLICTUIZ6 04"W uP 1/2"H irCv, ki LIP T0 L.F.- 4 \ / \rt./ ®4111,4 •■•11111.11. ii"w UP 6 1 C7) -7 I STAI IS0 UP A v 670 I Li C.O. -/ 3 4"1.4 /"CONN. 1" H ‘cw, 21W TO E.X157. FIELD VERlirA( Ea44CT LOCATION. Cakh,le.Cr SA4/H eXI,STIr441 4 PRoVID5 (2) 4alio 5 FOR C)6LorHep 6rier2s, r<"----111„.2.4x CC.1-1 C-FM E. rDISHWASHE.P‘ IWOP [41 12.x 12 1VL 55x15 10,412. 24 s al- 1 70 CFM GENERAL NOTES: 1. Thesepins have been compiled using availablerawings and field observaion. The contractor shall be responsible to verify exact location, size and existence of existing piping/ ductwork being relocated, removed or connected to. 2. L'terns shown light are existing to remain unless otherwise noted. STORACIE 11. 1 35 x IS UP TO 1.1:■.G.:.3...1 24/10900 GO 300 C.FH (TYP, OF 60) A B 3 . c,,ot.TTRACTOR. 'HALL AA0oi EX704(- FRE. 5Pgiec.t...R, EYSTEA, ysz;r,r CONCITIONIS. FINAL, LOCATION! OF spit,IK.4...ek HEADS SE c.ocYcZOINATED WITH Tt-le. Ac-ITT THaic.--1-1 f;-)HOP' 0A.WINCI SUIDMITTA0, COAAPL-14NrE WITH OTHER esouleameNtr5 RE-.5pot•-1115ILITY THe FL& NO1E51, 12-> RS'okLAN-ItS E.17! NCI To C.FAA NOED, [C> E.X151-1NO 6IAS FIRC) H01. WA°rEfi HA1r 7 $J ft tHeei 13> as\416-rItNicl II PAKZAcON c 74/4-0 (2.1..2cK To REMAN iZov/ I M-1 Ck->E>ccaTIN6 WALL NUN C1 ERVICS itN14 TO R6MAIN. I 111111 111111111111 1111 1111111111111111 111111111111111111111111111111111111111111111 1111'11111111111111111 '111111111 1111111y1111111111111111111111111I1111111111 11 11111111111111111111 9 E5. .7 E3 1() MANE IN GERMANY 2 • N3T7: If the rnicrcfilmed eocument is less clear then this (. notice, it is eta, to the duality di the oripinel eocUnlent. • OC fle, u e 12 9e c; z fiz i..e, a e Le- oe 61 el Z.1 91 51 In el Z1 II of 6 Iiilibikl■ihililliPliiiilliiihillOrlidiildilllifilthriMITIII4Millitillcilllifhlliilillinliiillilililliiiiiifillidliiiillidiiiiinithinliliiiillilinifliii616111111111111.0111 -,. ' 11- :,:' r•,-',"--.' 2';','"?..5.-',-,';'5,."..f.,':,"".1':::?..r"7,-:',r.-:.:',': :-.,',-.'":,;,;- y:,..--.::,,::,.,.,',::-",..,,,;:.,--;;',.::',;...'/I-;:2)::,..,i41.,4y,'--:"1/4,32.,---1%.41405'"X...,;r:::::-.;"1;:i•:'..,%,:9;".W:';,4:0/f..;,V,_,`-'47g:7-A, .-'',...1.-..*•74"'y,f,g..t.,?',2,',C.:.--2.:'). f..-.",=..'',:.'" ' -fi-4,:',".'-' %- 9 S; V e 1'm° milifilmilm1611114114m1616161616d RECEIVED WY OF TUMNILik AUG21 1989 MAW Sem /(3,..:17.1.4. • 4" -10 • • V•24:031Siet....4444,47, • ******* 644. • 66;J/ONAI 40,110.41o0.41' 41.h & vine Bld. 2615 4th Ave., Suite 420 Seattle, WA 98121 OFF: 206448.1911 FAX: 20614489485 ESIVIVuovivagNINZIONVOISTIVINovvemmINVEVEVIVESW Ecibicrg Ch istiansul chitects Architecture & Planning 616 First Avenue, Suite 400 Seattle, WA 98104-2258 206/682-2857 essismonEemmaionaggifflowielams FIRST FLOOR PLAN '& DETAIL Scale AS NOTED Date & • IS -9Ccrtirn.No. In Charge L P Drawn Ely Checked ay • lz 14xlln ON T1 -1R-1 RooF 6.1 Q -4SAT PUMP' I.OUNC36 20 ?.) F0t21 ru_iik) :, NCI THIS sea SHT M-5. n11 12x12 C.(1 -2, le3c, c., AA w/ 101(10 OUCT UP ?O EF DORI , 20¢ 12x -- L 12) - C t-/ EX C�al� Re-.4,0CAT> 0 CEILING OIFPUS5R, 595 CrM STAIR. 2.15 a Co4C MC3H PN TO Kew 20 /750 ,4 H 6AS N11'EiC(' S NIETE2 Pl2ovtpG.t) 15Y WA. NAT 645 ----12).t 12 SOUtJOLINED ►DUCT lw/ s4c RAF-' comApeR fOx to CCa •2 10 CFM GENERAL NOTES. These plans have been conviied using available drawings and field observation. The contractor shall be responsible to • verify exact location, size and existence of existing piping/ ductwork being relocated, removed or connected to. 2. Items shown light are existing to remain unless otherwise acted. SECOND FLOOR PLAN 1/811 = 11 -fill DtJCTIVOgtc SHALL 13Cr ALL ALUMINUM CDN6TRUCT1ON THE CON- T2AC?'or2. SHALL Mot PY EX IS 111J� -, PI RE. SPRIkk la-I~ - SYSTE.M . PieL.O Veg. CONI011I0N .,, LOCA! 10t,-.I 01= SPgiNi..LF. - HAOS SHAL,I... cookoit i r0 WITH THE A120- IITECT 71H0201.301-1 SHOP t�C Ay�ir*IC -,S ` II MrrTA�.�. COMPLIANCE' VW--H 2 Qui !i 75 l "rl -il° ItJCL.I��,iv I~x'_G 1=3I1 -' T`t' Cal= THE CbtQl-te CTOl2. F es, N( 1I.r, REBALANCE E.VIST1NCa CelLI1,6 O1PFLjEZ TO CAN N©TEC7 ON PLAN RECEVED MY OF =MLA AUG 21 1989 MUM NM • 5ERGUSON & SONS •1 b • • 0 4th 8 Vele Bldg. 2615 4th Ave, Stele 420 Seattte. WA 98121 OFF: 206/448.1911 FAX: 20614489485 Edbero- Christ chitects Architecture & Planning 616 First Avenue, Suite 400 Seattle, WA 98104-2258 206/682 -2857 SECOND FLOOR PLAN & DETAIL Scale AS NOTED Date e 16 •a9Comm.No. In Charge l Drawn By MCN1 Checked By T '! rG^ a% k�' �. rt�' ��' Gtsr�% r ;,�JFr.#'.�f1.+:.��iR'.x�., :.v 2°ans r'ir•..Yr. -5.: .. Ill I I Illii III I � I f i iI I I I I I I I I 1 I I l I i l I l i Il I I I Il I I (1 l _I _.l.I ! I I I I 1 I i I I O 16711INt • •I II1�1 1_ ' 11 111111111111111 1111111111111111111 ...II. IIIII+IIIIIIIIII1 1IIIIIII IIII1111111I111 11111111I11111ll 11 � 11 i 1 2 3 4 5 6 9 1 C 111111111111 111111 11 MADE In 6Er may NOT -E: If the rnicrcfilr ed cocumcnt is less clear th0n this notice, it is due to the cu lity cr.the orieir.01 c'ocument. -- ._....�. _. ---91.--;7-1.- ..A_.._ - ..,,.... - - - _�....__.._..:_.-. hf �z cz Y: �z fie cz zz k' Oz bt 81 �L 9t El G1 a OL 6 Q ' L. 9 s 1111111 1f I lllil1n11 11111I1 hipliwfl l IIyI. .I.I!I _1111..i.1, I-11_1.1.1_ 11.1 , ;I111111111I!IIII1111 11111111111( 111111111111 !1111! rIi 1111 11111111111111 - `1i1i l 1 ! I II f. II I1 ( ,-. ✓,HcL111I1 1 I 13 j 0't 11 1 11 11 1.1.1 111. 1 1111rs1.1111.11 1 11.1.1.1.1 1 1 111i. 1.., :l116r' 1I1, 1 1 1 I11 f -:, LINED ni_JCT - SIZE !JOTED ON PL_At 13ACV,t?i2.AFT PAt-JPEI\ HH1 ~.CW, 1 %2° V ON 4, 2" W uP TO RELOCATED 5TANL.G55 5T EEL 5II4.1 K A% Oc,,, i'RW1, 209 V2111-14 c W PRO BILLOW TO I' /a° V oN 11 /Z *V DN F3wx.1 FLR, CEILINC3 CiP ILLE SIZE Ho-rEn ON PLAN /41CW, I' /2"v 2." W UP -ro Q0-2 4J FL.I4IoFAIN 4 TRANSFER GRILLE DETAIL NO SCALE 1 T ye CWT 2" V ! 4-"W LIP TO --- Pt.A641 NG x 1I,cL L 1.1eLPED TO TOP OF (1,x8 Tuf3E MEII Tier 114" CHAS L INS (PAINT PER MCWITEc.r PIFIECTION GENERAL NOTES: 1. These plans have been compiled using available drawings and field observation. The contractor shall be responsible to verify exact location, size and existence of existing piping/ ductwork being relocated, removed or connected to. 2. Items shown light are existing to remain unless otherwise nosed. GAS LINE DETAIL NO SCALE 3. 5EE R 15ER THIS 514E6T FOR rim FIRST FLOOR TOILET ROOM PLAN 1/4"=11-0" 1i ELL flit "v DiJ 4 lJP TO 11h"VTR ExEPoI5E P,M, 2-11 I /2" 1--I 4- CW PRO seLoW To U1`1- I1 sULATED FOR L IIT i ED PORTION orsH. / SHOP FALRICAIEG GIFFt15Er2 CAP- 5AME 5IZE AS PIPPL) C. DUG1 SaUALIZNCvi ARlD O�.:NG MGETM °A 1. DUCT' FLEX DUCT- CL.P+1"if COIL CONTROL TEP MINAL 1 CEILINC.I --" 1_EXIE51..�, DUCT 5UPPORT PP,oMM 57PCUcTUF2E w 1 °lam I`IETAL 5 i'1PAP AL Pout Ei®E5 l ELECTRIC DUCT COIL DETAIL NO SCALE ,_GFIL!N PIPFi 1c,G� CEILING DIFFUSER DETAIL NO SCALE FLOOR PLAN (MEN'S & WOMAN'S TOILET /S HO ER 1 /'4 " =1'-O" 1/2" H4 , 11/e." v IDN 2 "l,J UP TO l ELOCATE13 SINK 4. Aci (v(%.. TR I M 11/4' �I1 /,Lu .- 211 1 s1PPDR' GEII�Nc GR 1..:.g, e GiJGiy. Rr� FROM s'7RuCTLIRS WM.+ M1TALSTRAPP pes 1 1 2' 1/2' Gll .,'Z' J. c) 1 11I�i LIP TO (TYP k A L) DIJC -7 s' `e. i o"'Ec • 1/a' 11/4" -. G�l_.►vG-t C��IIdl� G�2 "w CEILING GRILLE DETAIL NO SCALE 4" 11 /4 "a.J /4 "t4 I �,"- .l' W Co�JT'O CN SHT'. _ LoWEK PLR OI LET PLAh1 -- HIS AMT PLUMBING RISER NO SCALE eamoommumwommumminingiRassissowsmosoava • o 4.Q/ ; ...2 • • • • ir :i .! 0,41F•f.GON8A 1e6 de a t � 4th 8 Vine Bldg. 2015 4th Ave, Suite 420 Seattle. WA 98121 OFF: 2061448-1911 FAX: 2061448.9485 RECD art OF 1 AUG 21 1989 Edbrgc Chistinsen tcbiteas Architecture & Planning 616 First Avenue, Suite 4�OC) Seattle, WA 98104 -2258. 206/682 -2857 K.'", < ,. . TOILET ROOM PLANS, RISERS & DETAILS Scale AS NOTED Date* le .69 Comm. No. In Charge L F Drawn By MCA Checked 8y 1t I~ + ERGUSO * d d SONS • • igliffilifERMIGNMATONSINEWIINNICizofsalfik a II IIII I I I I I I I i t i I l t l I l l l l 4 l 1 l l l 1 l l l l l l f 1 l l l l i l _ I . 1 . . . . I . . lI lI fI 'I lI lI iI ... -1 I I I i III i ' . . I I I I I I I I 1 I I I _. i l 11 1I1 1I 1j + I.t .1, i J 1 1 1::: l � Ij jjlf_j 1_ -� f j l I li 1i lI l I lI 1III III III I(II !! III IIII `` III 1 II I 1I I I I I I 2 6 7 8 9 10 ti UA°E IN rHMANY 12 0 NOT7: If the microfilmed document is less clear than this zz 1z: O` �` � u 'ZS ccuelity cr the oricinel c'ocun'ent. notice,' it is cue to ��� oc ••. sc Le yC G •,z Ez 91. 5t '+,l et Zt Li ' s s c, y s, I.., I 1 1 {llll1111 {iIIII11111.- . 1 11111., .1. I1{l i l kli_ lil.. IIIJ III {i.." l.. l l.a llliit• {� I II, ' II111 11 1 11: 1 V I � r Ir. { 1� 111111.11 .{1.1.1.11. 1.. 111. 111.1, 1111 1 1 111. 1! ! !ii I � I I I .r.- 1I 111. 1lf i 1Si1��i�l. illlllll�ll 1 11. 11111. 111. 11 {IIf I Illl�i lirllllillI 11 + l 11 1i 1 11111 iA 1{ iNt l � • .t , ' III!IIitI 4.;4 rYfiY`! Intl uphill llillliil ,1 r r O 0, BEM } Er.c.,,A0 J d SONS ti 381rS6 C_Ju fM1} M.LHNY' %wd.N .. n «. e!. Ni WOO .1ft 0 fle#0. • A+iM19r.M .MM■181.••1 0 -pie K. 21x ffi .I 9 ► 6 i r. WA.HIl1& or STS - e. cfi' Cor cOa, 1; bUILeiNCB A001-4-101-4 56tA , wArrAcl e 1.7 v\// ,?,..a, WAS' 'A A LL o 4� WIND AG x 1,7 / i 71 tZp :I `N'Ar"°, 1 4- VV'A I i ft.-ANG NOTES R iN 1oVE Exl S-rI 1.41, mo )1 s iTE IJGI+Tr ;&Co aAM.SI JS. FbL.ES ANi7 L IGKTS. R.EL0�A1-EP 51"TE LIGHTS . PR t tie Nlwvq/ Ca c.fte"T£ RL-1E'EP E?tl 'C I NG S 3ASESANO A,Nr-tkOR.. eOL'TS Nyfr1 TO SITE lvT 'II '• ppg, ti FG) 11 FA 1, 4L.- 2,4 P LIST OF ELECTRICAL SYMBOLS LIGHTING FLUORESCENT FIX•1•URE, SURFACE OR PENDANT MOUNTED, DRAWN TO SCALE ON PLANS - LETTER IN FIXTURE INDICATES SWITCHLEG CONTROL FLUORESCENT FIXTURE, RECESSED FLUORESCENT STRIP FIXTURE, DRAWN TO SCALE ON PLANS INCANDESCENT OR HID FIXTURE CEILING MOUNTED LIGHTING FIXTURE WALL MOUNTED TRACK LIGHT FIXTURE SUPPLIED FROM EMERGENCY GENERATOR CIRCUIT EXIT SIGN - DIRECTIONAL ARROWS AS INDICATED, SHADED SIDES ILLUMINATED LIGHT FIXTURE TYPE OESP NATION X == TYPE (SEE FIXTURE LIST) SWITCH - SINGLE POLE SUBSCRIPTS a, b, etc., DENOTES CIRCUIT CONTROLLED 3 WAY SWITCH DIMMER SWITCH MOMENTARY CONTACT LOW VOLTAGE SWITCH - NEC CLASS II RELAY - NEC CLASS II RECEPTACLES DUPLEX RECEPTACLE 12 0V, 30 DUPLEX RECEPTACLE 120V, 10, (MOUNTED ABOVE COUNTER) RECEPTACLE 208V, 10 FLUSH FLOOR OUTLET (DEVICES AS INDICATED) ukEbL, t' A L 3� lgi RzLo c.pry e. Rex) 1._IG T EQUIPMENT TRANSFORMER PANEL - 208 VOLT SYSTEM PANEL - 480 VOLT SYSTEM TELEPHONE TERMINAL BOARD (TTB) BASEBOARD HEATER (KW INDICATED) 0) EQUIPMENT CONNECTION MOTOR CONNECTION 1 MOTOR CONNECTION 30 CIRCUITS J A -co L.- • • 44 liiulise�'�' RACEWAY CONCEALED IN CONSTRUCTION. HASH MARKS INDICATE NUMBER OF WIRES. #12 AWG WIRE UNLESS OTHERWISE NOTED. 2 WIRES IF NO HASH MARK SHOWN. INDICATES GROUND WIRE RACEWAY CONCEALED IN FLOOR OR WALL OR UNDERGROUND HOME RUN iO PANEL OR LOCATION NOTED EXISTING RACEWAY (IF :-ASH MARKS ARE SHOWN - PULL NEW WIRES) CIRCUIT CONTINUATION JUNCTION BOX FIRE AI ARM I-fQ IAN • K r N. le 1► ii P• 17 sr P -17 • 17 �T •.' err :1 lei ft N. ,.- I NJ Si .J- 1Wa 1- 4G+i`r I&NG2 ter- I To o�Pa1 G.A t: vi e:\ 131 c\r) FIRS' FLOOR LIGHTING PLAN CONTROL -1 FUSED SWITCH (FUSE RATING INDICATED) DISCONNECT SWITCH MOTOR STARTER - MAGNETIC MANUAL. STARTER COMBINATION MOTOR STARTER DISCONNECT SWITCH THERMOSTAT CONTACTOR RELAY — CONTROL TYPE PHOTO CONTROL PUSH BUTTON CONTROL STATION COMMUNICATIONS TELEPHONE OUTLET TELEVISION SIGNAL OUTLET SPEAKER Lii m WORK DEFINITION EXISTING DEVICE OR EQUIPMENT / / / //) XXX. REMOVE EXISSTING ELECTRICAL EQUIPMENT — EXISTING WALLS NEW CONSTRUCTION (PART OF EXISTING WALLS) FLAG NOTE �j REVISION SYMBOL. A r RE- ( J AFF AMP E E,H FBDIC G GFCI HP HPS J -BOX N NIC RO, CO TTl3 V W WP Wt 0 r :y I I I I I ( I I I I ( I I I . _. .r., .., .. c •.., . ,.. `rS c %•�; ''.' :. � .r:�J �', ., . f y 4•: :_ _ , >:, c r I � I I � I � I ' I I III l it I !il 1ICI 1 1�1 I Iii L. Ifj�l_.I i_ ._f.i...l _ j ICI . I i I I TI ' I -..I II IlI I1I 1I1I II I1I I I'I _I fll I_ If I I1...f .'i I I1Iil,lIlii1l1l lj:.:i, il1 l 1 lil il f 1h;> lif l r ! {il ♦ . v i • 0 16 11'N" 1 1 2 4 5 6 9 1 11 MADE IN GFMAN' q E T if the microfilmed document is Tess clear then this notice, it is cite to the duality or the oric'inel c'ocun?ent. • UE f'< Us LZ c�j. Se +BZ CZ ZZ 1.;?'"'" c bl 8l LL 91. SL bl CI r._Zr «.- ...0� �!!!i�li!I!!I!i�l!IIII111�lIII III! ill ;Iitlll�!!iIlili�!IIIIIIiI�I�!l VIII !�illlllll ►�1!lllilll�Illlil I I� � i � fif�lll I f 1 :. ^ III I�,Illll,ll�l,lilllfi�illl I�II�I, ►IIIIII�IIIII1111 I ! 1✓ r +' '..s ti .r 1. ,: f Clr`a !� ".:I'�f>: xr�,L`fl. .� i Ytl -r L+'J' �fit�. `j yr._ } Till III I I .;:. _+,, /;:..r ,h.`^.• ...i'S,* �9.4_efx r_� .c t,. .. 5'. r'.: 11. sj`i%/ j'�+. v.L 1111 rlil IIIf {IlJI.I .: =;: ....r. ..r.. ,, I. '♦� :'.:I`.:. .. -.... ,1.. !L. ".. -. .:...* /. .: Q`Y /S fL :. i:, .�,., :r /',.. ,�. F }II' :f. °t'. T,3� v;fi h /'f �.; -1,? li. ^ >l C.: 2':> ..... ..... ;:. _. ..., ,. ,...,,.,pn,...! .. > .r..,,.. ..^ ,.,,,>. ,.. .rte, r,,yT,e�� -.4 / - .- +:w'S•�7�' .a,r .c ✓tr,.,..�t. �,./;5.3,�;�.. L 9 Illiilll; II! II �,.Iil ►II > r L N" U I 1 11 lli�lllrl i� I II I I IIIII I, I1fiil fill U{,Iilll' I• ti. II • 1= RISER DIAGRAM CIRCUIT BREAKER CABLE TO BUS CONNECTION TRANSFORMER ABBREVIATIONS 14 1 L -N/ t1. 1 f.\`i Cf l i-1- i.. ABOVE FINISHED FLOOR AMPERE EXISTING EXISTING, REMOVE AND REINSTALL FURNISHED BY OTHERS, INSTALLED BY CONTRACTOR GROUND GROUND FAULT CIRCUIT INTERRUPTER HORSEPOWER HIGH PRESSURE SODIUM JUNCTION BOX NEUTRAL NOT IN CONTRACT RACEWAY ONLY, CONDUIT ONLY TELEPHONE TERMINAL BOARD VOLT <; WIRE OR WATT WEATHERPROOF WITH PHASE •4 �y r j� -• a.3 ,. .....:ems. eri`i ti \�J E>r.4T'1 N--)G F1fzE ALARM EG?u1'F'ME1`JT CFA,F) RECD CFY 0 i IUJ 21 i989 MUMS DIMit 'S��PA,��RCLIJNGG�& •A�. � . •'"'1 • 1920 Eastloks AverN \ . Seattle, Wastftion 9 )t Y r200 324 566 ,f+' C,r j CH�� „v+m.P.. 10 ■4 T,^ Y/ Z 171:1* FIRM 00) us) lemen Z W 0 CC "a116. MIMI” CO Q U" w z o c� crW a ?i z�a� act CC cA < Liu Q 0 > P amai 0 ° ¢ z o z Q a� goo 111 'lama � v r� M¢,r,rf• r �� % ?!,N, .1-,,;•r -�YN ry... -rt=e ;N 'NAR .�. S.LI ..• ` �yf� ♦ v� Jf�:,�': L��7�.• MN: j,�:weY _y CITY OF TUKWILA Edber Chji.stia3en chitects° Architecture & Planning 616 First Avenue, Suite 400 Seattle. WA 98104 -2258 206/682 -2857 .,. ISIONEVINNEMONEMINSENIMInsonsmiganmaten Scale assawassammasememems Date - ig- 89Comm.Na, In Charger Drawn By Checked By i E:1 Cr)) • aleasmenummetenwaseassesomost SPARLING & ASSOCIATES 1920 ROO. Aver ' E. Seam., wort gta 96102 (205) 324 -1566 i rs'ill...:::, t Is -1- ANF0 4o- TR.?, r,E r [_} 11 ...rr 2.t TO a`aoF : 4p -a,1O ii 41 t R l• 4 /g" Pt- 41 (2) 21 G. . i (z) 2 .o To p,F. y' to TTk;;, (A's -r- L►,AR) FIRST FLOOR POWER, AND AND COMMUNICATIONS PLAN LOAD CALCULATION 5xl&-ri I`A 7<I1\dl\A r;tiAtA,NJE, Po'') e- , tac,c.F.1:)S 01 oo povs/ a. rs -'bide I2. % P D( / C ' 0/ L. dTI i i p, P p a.b Ec- F2- rAcL.�5 vAr A.VatD iMl I $C , 1.-434,C2 1 TA'L.. 7'O i� vS/ ' . (S T[ a K•46. x'IA2s 09 ,1 /A a)1 5 K.,./A 1 K.1A 43,S /A i ' :D KVA 19's cp KVA% /1.77 /, 4, 4 w) cf1N 3Y 2 U(E) zi "5 Iv :;M SIMI Goatat 42e CAI POWER (7: SLURIPPOSDrilaROVIIMVORMOMOINCMSORMEMINOUPLOWSSOMMERMOPMASSIMINSCOMMINFOR � �t l p : i c,E. I I I " . G00" } / t2 %7 v i Z 4>V. A iv. 6 1 S✓ � ii ��ii// // / Q;.,, . � � � w� ., 1�- vim, � •i i..� : ONE LINE DIAGRAM I' L e^.x1 s-r MLIP c-i 111(E) 5,4,6 LJ L� ‘1T Y /�7V m>c.1 .x:, FIRE A.A. -ARM stn m en) r eFt�,P) 4450- 2.4.16-y-t I ec), / :39s, 4y/ .n ! 0 -�y pistAN,l 17:ti 225, 3P RECEIVED cri`t' OF MENU AUG 21 `1989 Man r4 PERGUSON a SONS z O Q Fuse 0(1) 0 cr o�w� CO O < cc cc (.9 °z a a ccQ 0< < %rnale \•f¢ �z� a W vi ggla cr Nta "we wee-. �tAS... �.^ �+'��'g++'�r'�- •.,`.�"`7-�-m,�, -�- Y .s '-ii' 4 - _ ♦ .a• i2.. -,�- < h �• fin' t v... *Y•`�i.r' -4�„ j ��f 0, • . ,. CITY OF T UKWIL 4 iinailikEMENfintiMEMENZINEISMIEWEMMIGIBM Felber Christi chitecis Architecture & Planning 616 First Avenue, Suite 400 Seattle, W,. 98104.2258 206/682 -2857 Scale amassaivaisnmemennesestemosmaxismenurri Date a -/o -87 Comni.No. In Charge Drawn Ely Checked By NEEMENIVISMOSOMMIONSIMINSUESSOMONWIBRIO �a';K/1.9 <j !'fs."'Jr,.•`�F. ,de�%�L ,+u =zS F1rstby.4t4 : . i •r3€ •"ae.C�`ils ,t- ;;fir' ?1r� f.,31+':`)✓.,- t.s>.+, �d*:rl,; yensw:.v-.� ;as. -1: ... >::.rrc..•: -> I I ( i I I I I I i i Ii i l 1 .II Ii I 1 i I i 1 I V 1G t.i , C.. N ^ I IIIIIII+IIi11111 111111 1111111111111{111 111111Ii11111i 1111111I L( ; , I IIII ILI,II1 I 111 I 1 111H1111111111111111111111111111111111111111111111111 1 ]] _ _...,,,...,..., -. _ -. _,,... _ .. ....._....- .�.,....,... " ...7 ... -. -„ ... ... ..... -v ..-"._ _..__._... 9 10 7 1 MADF iq 9P.MAtiY 12 [ NOTE. If the microfilmed document is less clear then this notice, it is due to the quality Of the oriclnel c'ocuMent. OE f1"° fic: Le 9+4 `ai: fie £t' ez LG O bL $1 LL 9L 9L hl E t ... et ll JL 6 Q L. 9 s h C 2 L v O 111!!!!!! II' I!! hillilllililllliliiillllililiililr1 1 "!1111IIII!111111 ∎1!ilil 1111111 !11lII�IIIIllillli!!Iil!I�I ! t II II I a.� ., : .; .__ . , " � IIII�IlII_I,II�l111 •11111111 fI. 1111111 ,i!il,Ililniliililliiiillll II ( ' II! I I f; .:._...< .�,� .. , r . �� Iliililllll, illllllii�llllllllll1111111111 ,1 fI i i ( I ! , I . ��. ...,.�, , ✓ ..,...L� .:1c;� ti. ,..,�" w, ;� <,. x.:.,' ,r,r�•,r IIIIIIII Iil� . _. ;. ... .. ._ .. . _ . �._>iJ`,. �' ,.,.,- ...�.?s_. _.,, A ,•;::_:. of lx:.a:;.. ..,:;..'.��,l..!•Y.. -I. u...,. .... ._. __: .. urS7,�d 4•,rx..roa�. _. f ,c.of�.._,.: , .�._. - e...• -�J; .�.. ,. , ,.. IIF i.,.. ,,.: ,, .. %r,,.:,._ III III!! ( iill i I ill • I e"."7.`"^' 01. ?, POWER AND COMMUNICATIONS LC: ISflNL 12' X 5' X 5/4' N r5,4z P. tqat\AO\ies FL.L11-1 ¶1 otekci,e C,A451 NE:17 mmeemiensoftv SPARUNG & AssociArqi 1920E00c** AVOnUO E. Seattle. WolchiVion 981°2 C236)441566 17) -72 'C., : 4,r " . CITY OF TUKWILA idassorzeimmummuzzimmemagnamsompamax • J f flOUSON & SONS .4 • " '4•2 • " ' • .+4/1. 4 . , . 111111111111111111111111111111111111111111■111111111111111111111111111 1111 - ‘;. II!1111111 0 14 //1, MO 2 111111111 4 6 8 6 1 14ACE 1186FRMANY 12 N3T7: If the microfilmed eocurnent is less clear then this j notice, it is eue to the Quality Cr the cripin m el c'ocuent, Edber C istia, chit-cc-Ts Architecture 8( Planning 616 First Avenue, Suite 400 %, Secittle, WA.Q8104-2258 206/682-2857 i 11111MORKRANSIENEMINESSMMUMMEnsitassons Scale Date 43-1e,-mComm.ilo. 8,009.e, in Charge Drawn By Checked By lie Li 9e ge 1:2 e2 22 te oe 61. 131 Gt 9t gt +it et 21. II cn 6 a L. 9 liqljp11,11111H0 ;•• 11111441.11 ,3 samarsaineesessoramillsw • REM DEL SOB TE S Fl HE D 4 A®VC A 3t Z7 .itA , • 'g ' Abbreviations: Wq&SINOH8730H E S 14i'! N And Angle 0 At Centerline Diameter or Round Pound or Number Existing A.B. Anchor Bolt ABV. Above ACT Acoustical Tile A.D. Area Drain ADJ. Adjustable A.F.F. Above Finish Floor ALT. Alternate ALUM. Aluminum A.M. Acoustical Material APPROX. Approximate A.P. Access Panel ARCH. Architectural BIT. Bituminous BLDG. Building BLK'G Blocking BM. Beam B.O. By Owner BSMT. Basement B.SPLASH Backspi ash CAB. Cabinet C.D. Cup Dispenser CEM. Cement C.G. Corner Guard C.JT. Control Joint C.L. Center Line CLG. Ceiling CMU Conc. Masonry Unit C.O. Cased Opening COL Column CONC. Concrete CONF. Conference CONST. Construction CONT. Continuous CONTR. Contractor CORR. Corridor CPT. Carpet C.T. Ceramic Tile C.W. Cold Water DEPT. Department DET. Detail D.F. Drinking Fountain DIA. Diameter DIM. Dimension DN. Down DR. Door D.S. Down Spout D.W. Dishwasher DWG. Drawing E.C. Electric Cabinet EL. Elevation ELEC. Electrical ELEV. Elevator E.O. Electrical Outlet E.P. Electrical Panelboord EQUIP. Equipment E.W.C. Elec. Water Cooler EX. Exposed EXIST. Existing EXP. Expansion EXP.JT. Expansion Joint EXT. Exterior F.A. Fire Alarm F.D. Floor Drain FON. Foundation F.D.V. Fire Dept. Valve F.E. Fire Extinguisher FIN. Finish FLR. Floor FLASH'G Flashing FP. Fireproofing F.S. Full Size FURR'G Furring FUT. Future G. Gas GA. Gauge GALV. Galvanized G.B. Grab Bar G.C. General Contr. GL Gloss GR. Grade GYB /GWB Gypsum Board H.B. Hose Bib HDR. Header HDW. Hardware HDWD. Hard Wood H.M. Hollow Metal HORIZ, Horizontal H.P.M. High Pressure Melamine HT, Height H.W. Hot Water I.D. Inside Diameter INSUL Insulation INT, Interior s JAN. Janitor JST. Joist JT. Joint K,O. Knock Out LAV. Lavatory LAB. Laboratory LTG. Light /Lighting LVR. Louver LT.WT. Light Weight MAIL Material MAX. Maximum MECH. Mechanical MEMB. Membrane MET. Metal MFR. Manufacturer MiN. Minimum MIR. Mirror MISC. Miscellaneous M.O. Masonry Opening MTD. Mounted MULL. Mullion N.I.C. Not In Contract NO. Number NOM. Nominal N.T.S. Not To Scale O.C, On Center 0.D. O.F.C.I. OFF. O.H. OPNG. OPP. OVHG. Outside Diameter Owner Furnished Contractor Installed Office Overhead Opening Opposite Overhang Legend PART. Partition P.LAM. Plastic Laminate PLS. Plaster PL Plate PLYWD. Plywood P.S. Paint System P.T.C. Paper Towel Cabinet P.T. Pressure Treated P.T. DISP. Paper Towel Dispenser Q.T. Quarry Tile R. Riser or Radius R.B. Rubber Base R.D. Roof Drain R.E. Relocate Existing REC. Recessed REFR. Refrigerator RE NE. Reinforce REQ'D Required REV. Revised R.F. Resilient Floor RM. Room R.O. Rough Opening R.V. Roof Vent S.DISP. Soap Dispenser SECT. Section SH. Shower SHEATH'G Sheathing SHT. Sheet SIM. Similar SL. Sealer SLNT. Sealant S.M. Surface Mounted SP. Standpipe SPEC. Specifications S.S. Service Sink S.ST. Stainless Steel STD. Standard STL Steel STOR. Storage STRUCT. "Structural SUSP. Suspended SW. Switch S.W.F. Special Wall Finish SYM. Symmetrical T. Thermostat TEL. Telephone TEMP. GL Tempered Glass T&G Tongue and Groove THRES. Threshold T.P.H. Toilet Paper Holder TR. Tread TYP. 'Typical U.N.O. Unless Otherwise Noted V.B. Vinyl Base VERT. Vertical VEST. Vestibule V.F. Vinyi Fabric W/ With W.C. Water Closet WD. Wood WDW. Window. W/O Without WP. Waterproof W.R. Water Resistant WS. Weatherstrip WSCT Wainscot WT. Weight Schedule of Drawv►lings: ARCHITECTURAL T1..1 TITLE SHEET, PROJECT DATA, & GENERAL NOTES A1.1 SITE PLAN, LANDSCAPE PLAN, & STORM SEWER A2.1 FIRST FLOOR PLAN A2.2 SECOND FLOOR PLAN A3.1 REFLECTED CEILING PLAN -- FIRST FLOOR A3.2 REFLECTED CEILING PLAN -- SECOND FLOOR A4.1 ROOF PLAN A5.1 EXTERIOR ELEVATIONS A6.1 BUILDING SECTIONS A7.1 WALL. SECTIONS A8.1 LARGE SCALE PLANS A9.1 INTERIOR ELEVATIONS A10.1 DOOR & WINDOW DETAILS, MISCELLANEOUS DETAILS A10.2 CASEWORK DETAILS A10.3 DOOR & FINISH SCHEDULES, MISCELLANEOUS DETAILS STRUCTURAL O.! GENERAL NOTES ✓:2 FOUNDATION PLAN ROOF FRAMING PLANS STRUCTURAL DETAILS M CHAi ICAL � ' M.1 LEGEND & SCHEDULES M.2 DEMOLITION PLAN, EQUIPMENT M.3 FIRST FLOOR PLAN M.4 SECOND FLOOR PLAN M.5 TOILET ROOMS, RISERS, DETAILS ELECTRICAL E.1 FIRST FLOOR PLAN -- LIGHTING, NOTES & SYMBOLS E.2 FIRST FLOOR PLAN -- POWER & COMM., DIAGRAMS E.3 SECOND FLOOR PLAN -• POWER & LIGHTING SCHEDULES Architect: Edberg /Christiansen Architects 616 First Avenue, Suite 400 Seattle WA 98104 -2268 206/682 °2857 Structural Engineers Robert, Fossatti Associates, Inc., P.S. First Interstate Center, Suite 2410 999 Third Avenue Seattle, WA 98104 206/621-1803 Mechanical Engineer: Notkin Engineering, Inc. Fourth and Vine Building 2615 Fourth Avenue, Suite 420 Seattle, WA 98121 206/448 -1911 BUILDING SECTION WALL SECTION DETAIL DETAIL SECTION ELEVATION y SECTION N0. X `SHEET NO. DETAIL NO. / -� -SHEET NO. \ -SHEET NO. x< --- ELEVA TiON NO. SHEET NO. Pro °act Data OWNER: SITE AREA: ZONING SEISMIC ZONE: FIRE ZONE: OCCUPANCY: 51 CITY OF TUKWILA 6300 SOUTHCENTER BLVD. TUKWILA, WA 98188 2.05 ACRES 3 3 GROUP B, DIVISION 2 CONSTRUCTION TYPE: III -N SPRINKLERED BUILDING AREAS: EXIST. BLDG. FLOOR AREA: 13108 S.F. FIRST FLOOR ADDITION: 2590 S.F. SECOND FLOOR ADDITION: 1340 S.F. TOTAL BUILDING AREA: 17040 S.F. EXISTING PARKING STALLS: 30 L a� scr tion� TRACT 8, ANDOVER INDUSTRIAL PARK NO. 5, AS RECORDED IN VOLUME 83 OF PLATS, PAGE 22 & 23, RECORDS OF KING CO. WA. Electrical Engineer: Sperling and Associates, Inc. 1920 Eastlake Avenue East Seattle, WA 98102 206/324--1555 Civil Engineer: Alpha Engineers, Inc. 16040 Christensen Road, Suite 305 Seattle, WA 98188 -2929 206/248 -1412 General Notes 1. 2. 3. EXTERIOR WALL DIMENSIONS ARE TYPICALLY TO FACE OF CONCRETE.. INTERIOR PARTITION DIMENSIONS ARE TYPICALLY TO FACE OF FRAMING U.N.C. DOOR AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS ARE TO BE SiX INCHES FROM FACE OF ADJACENT WALL OR CENTERED BETWEEN WALLS. 4. ANY VERIFY ALL IMEN DIMENSIONS AND CONDITIONS AND NOTIFY ARCHITECT OF 5. GLAZING IN LOCATIONS SUBJECT TO HUMAN IMPACT SHALL BE SAFETY GLAZING. 6. CONFLICT: IN CASE OF ANY CONFUCT WHEREIN THE METHODS OR STANDARDS OF INSTALLATION OR THE MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAWS OR ORDINANCES SHALL GOVERN. NOTIFY THE ARCHITECT OF ALL CONFLICTS. 7. THE DRA GS AND SPECIFCA11ONS• THESE DRAWINGS COVER THE FURNISHING AND INSTALLATION OF ALL MATERIALS AND WORK AS CALLED FOR ON THE DRAWINGS AND /OR IN THE SPECIFICATIONS WHICH ARE BOUND SEPARATELY AND ARE PART OF THIS CONTRACT. STRUCTURAL, PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS ARE. SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS, IT SHALL BE THE RESPONSIBIUTY OF EACH CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS BEFORE THE INSTALLATION OF THEIR WORK. ANY DISCREPANCY BETWEEN THE ARCHITECTURAL AND THE ENGINEERING DRAWINGS . SHALL BE BROUGHT TO THE ARCHITECT'S ATTEN11ON BY NOi1FiCATION FOR CLARIFICATION. ANY WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS OWN EXPENSE AND AT NO EXPENSE TO THE OWNER OR ARCHITECT. 8, DO NOT_,$CALE J213Aftica, THE CONTRACTOR SHALL USE DIMENSIONS SHOWN ON THE DRAWINGS AND ACTUAL FIELD MEASUREMENT. NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 9. L I$FYIA11SrNi, THROUGHOUT THE PLANS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE UST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE COMPLETE OR REPRESENTATIVE OF CONDITIONS OR MATERIAL ACTUALLY USED ON THE PROJECT. THE ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION. 10. THERE SHALL 3E NO EXPOSED PIPE, CONDUITS, DUCTS, VENTS, ETC. AT INTERIOR UViNG SPACES. ALL SUCH UNES SHALL BE CONCEALED OR FURRED AND FINISHED UNLESS OTHERWISE NOTED AS EXPOSED CONSTRUCTION ON DRAWINGS. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION AND COORDINATION WITH OTHER CONTRACTORS TO SECURE COMPIJANCE OF DRAWINGS AND SPECIFICATIONS, THE ACCURATE LOCATION OF STRUC- TURAL MEMBERS AND OPENINGS FOR MECHANICAL, ELECTRICAL. STAIRS, AND MISCELLANEOUS EQUIPMENT. 12. CONTRACTORS SHALL VERIFY SIZES AND LOCATIONS OF ALL OPENINGS FOR MECHANICAL EQUIPMENT WITH MECHANICAL CONTRACTORS AS WELL AS SHOP DRAWINGS AS APPROVED BY ARCHITECT, BEFORE PROCEEDING W1TH THE WORK. 13. CONTRACTORS SHALL VERIFY SIZES AND LOCATIONS OF ALL OPENINGS FOR EQUIPMENT PADS AND BASES AS WELL AS POWER AND WATER OR DRAIN INSTALLATION WITH EQUIPMENT MANUFACTURERS BEFORE PRO - CEEDING WITH THE WORK. 14. ALL EXTERIOR OPENINGS, FLASHINGS, COUNTER FLASHING, EXPANSION JOINTS SHALL BE CONSTRUCTED IN SUCH A MANNER AS TO MAKE THEM WEATHERPROOF. 15. PROVIDE GALVANIC INSULATION BETWEEN DISSIMILAR METALS. 16. OFFSET STUDS WHERE REQUIRED, SO THAT FINISH WALL SURFACE WILL BE FLUSH. PLAN REVIEW FOR COMPLIANCE WiTH T FOLLOWING ORDINANCES ONLY �yz : lH SUBJECT TO INTERPRETATIONS OF THE GOVERNING AUTHORITY, ERRORS, OMISSIONS APED INCONSISTENCIES. DATE IN (p Z Y .;:, DATE OUT tart MAHAN & DeSAL �'J INC. ER2E1V151,19 jii14.2 8 1989 MAHAN & DESALVO, INC. t. 3. 17. CEILING HEIGHTS ON FiNISH SCHEDULE ARE FROM FiNISH FLOOR TO FINISH CEiUNG. tt M`ar 4 ` r vxK .lakii 18. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT USE OF ANY KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 19. ALL REQUIRED EXIT SIGNS SHALL HAVE LETTERS SIX INCHES HIGH MINIMUM, AND SHALL CONFORM WITH APPLICABLE CODES. REFER TO ELECTRICAL DRAWINGS FOR EXIT SIGNS. 20. SPECIFICATION IS A PART OF THIS CONTRACT. 21. CONTRACTOR SHALL PROVIDE SOUD BLOCKING IN WALLS AS REQ'D FOR ALL OWNER /CONTRACTOR FURNISHED WALL MOUNTED EQUIPMENT OR FURNISHINGS. 22. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL MECHANICAL ik ELECTRICAL ITEMS TO AVOID CONFLICT W/ CASEWORK, WRITING SURFACES, SCREENS, SHELVING DOORS & MISCELLANEOUS ITEMS & RESOLVE CONFLICT W/ ARCHITECT PRIOR TO INSTALLATION, 23. SHOULD CONFUCTS ARISE BETWEEN THE QUAUTY OF MATERIALS ON THE DRAWINGS OR SPECIFIED, THE HIGHEST QUALITY OR MOST EXPENSIVE ITEM SHALL BE PROVIDED. � t 1 WAL. Pe- Nt4 IZEOI Ec CPRo?Tc) N -F Deter( o 'NO RE---Vsxt \Ajzsa_21.z.L.f_ef, t.ale);F:7: OcE ALL-- ' EO 'E ON 5 54-40 IE --1 N Ake..€ (N `F'6Art S t EcC j suoitopeol CITY OF TUKWILA Architecture & Planning 616 First Avenue, Suite 400 Seattle, WA 981 04 -2258 20)6/682 -2857 TITLE SHEET Date 5/31/81 Cort m.No. 80648 stommazimmiascamEntanamemeageniarawmanais .4; T.1 IIII I I� j� I � I1�liI:IIlII�` 0 16 TW. INCI. if .f r:: ?.. '' :',•- Orr.. fi; ;�., ,:: .._:'. rr f: [ %. .tin - +. r/ 'rt i tir,J 11I1l11111111l11I1IIIIIi1I !II1I111IIIIjl1lJIIII 1111111111111 I 1111111 2 i; 5 6 7 NOT if the microfilmed document is less clear notice, it is cue to the Quality or the oripinel c' �, h`` ' Eic GG 9(: GE •7G: E ee DIG oe, bl 8l Ll 9i 5l 7L..._.. Et 'Et • + I! �Ifi1III�► II�IIII !lIII�!IIIIIII!�!III�{II!�! ill( 11 !!�iII!III!l�llllillll�!IIIIr;i hI! 111III�IIIIIIlllilllllllll�lllll Ili Il I + I' - • '. =.� ,� ;; ':':.� ,;�,.„ -,�u ;,;. -�4 r , ,: .,. ,,✓ !� .1!!II111.1!I!! II!! �I!! II!, 1! �! lll�llll�l!! II! II!�!!!1lII!Irll!!II!il�!!!II!! ! I i � ... ., .:.. .,. ... -._._ ., •., .. �.•, r,r .. - o.•-J s:,i ds a i��,A i r+✓.r+ r ,#r.r,;t �3.;4� -2 .w �.i� i....fn•.n .,�. .r.:r_.yMif`'.r!:.�v<.r''. r4',h �..--- +RYn.. �.';' .s .i4;-- ....fig ...l�fi�altt+,� <.�tt:� rr .y� r i , ,i . 1111 11IIJlI1111I.. ILIIIII.IijlI'I:1.iIlpI�111I1: 8 _ _ 9 1() then this ocument U O1 y6 8 t, 9 s f, E' z l ," 0 ! !IIi1IUiII II it 11111 illllllll ll1 lll! It !ll1!!!III11lI I I 11 te.. -. 11 MAGFINGFRMA,Y 12 t GENERAL STRUCTURAL NOTES (The following apply unless shown otherwise on the plans) 1. ALL MATERIALS WORKMANSHIP DESIGN AND CONSTRUCTION SHALL CONFORM TO £HE DRAWINGS, SPECIFICATIONS, AND THE UNIFORM EUILDING CODE (1985 EDITION). 2. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 3. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES, ONLY AND MUST BE VERIFIED. 4. DEMOLITION CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. EXISTING REINFORCING SHALL BE SAVED WHERE AND AS NOTED ON THE PLANS. SAW CUTTING, IF AND WHERE USED, SHALL NOT CUT EXISTING REINFORCING THAT IS TO BE SAVED. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF. A. ALL OPENINGS THROUGH EXISTING WALLS, SLABS AND BEAMS SHALL BE ACCOMPLISHED BY SAW CUTTING WHEREVER POSSIBLE. B. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LOCATION OF MEMBERS PRIOR TO CUTTING ANY OPENINGS. C. SMALL ROUND OPENINGS SHALL BE ACCOMPLISHED BY CORE DRILLING IF POSSIBLE. D. WHERE NEW REINFORCING TERMINATES AT EXISTING CONCRETE, THREADED BARS INTO THREADED EXPANSION INSERTS IN EXISTING CONCRETE SHALL BE PROVIDED TO MATCH HORIZONTAL REINFORCING, UNLESS OTHERWISE NOTED ON PLANS. 5. CONTRACTOR SHALL CHECK FOR DRYROT AT ALL EXTERIOR WALLS, EXISTING TOILET ROOM FLOORS AND WALLS AND AREAS SHOWING WATER STAINS. ALL ROT SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE STRUCTURAL ENGINEER OR ARCHITECT. 6. SHALL PROVIDE ACCORDANCERWITH THE PLANS. STRUCTURAL COMPONENTS UNTIL ALL FINAL 7. CONTRACTOR BE RESPONSIBLE n ONTRACTOR SHALL ESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK. 8. CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLt WILL NOT SATISFY THIS REQUIREMENT. 9. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED, BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILARDETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. . ,. FIELD ERECTED SHALL BE SUPERVISED BY THE 10. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. 11. INSPECTION :, CONCRETE CONSTRUCTION AND STRUCTURAL STEEL FABRICATION AND ERECTION (INCLUDING G ( FIELD WELDING AND HIGH - STRENGTH FIELD BOLTING) SHALL BE SUPERVISED IN ACCORDANCE WITH SECTION 306 OF THE UNIFORM BUILDING CODE TESTING AND THE PRO JECT SPECIFICATIONS C E I 7C F. AT IONS BY A QUALIFIED AGENCY DESIGNATED BY THE ARCHITECT. THE ARCHITECT AND STRUCTURAL ENGINEER SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION REPORTS AND TEST RESULTS. 12. SHOP DRAWINGS FOR REINFORCING STEEL (FOR CONCRETE CONSTRUCTION), STRUCTURAL STEEL AND PLYWOOD WEB JOISTS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. 13. ENGINEER NGINEERE(» RECORDESHALLER; VIEWESHOP,DRAWWINGSRFFOR tfDESIGN INTENT ONLY DIMENSIONS AND QUANTITIES ARE NOT I UST BE VERIFIED BY THE GENERAL CONTRACTOR. DRAWINGS FOR LL REVIEW COMPONENTS DESIGNED PRIMARILY BY OTHERS SHALL BE APPROVED BY THE COMPONENT DESIGNER PRIOR TO CURSORY REVIEW BY ENGINEER EER' OF RECORD FOR LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESIGNER IS RESPONSIBLE T � STRUCTURAL C NFORMANCE AND ALL NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUTAON AARRCHITECTUR4L OR FOR CODE CONFORMANCE , STRUCTURE. SUBMIS,IONSHS SHALL INDICATE AND MAGNITUDE REPRODUCIBLE IMPOSED AND RETIC C ,-SHOP DRAWINGS =MUST BE REVIEWED AND STAMPED BY CONTRACTOR PRIOR TO REVIEW BYLENWINE ES-REVIEWED AND RETURNED. ' GINETIE SI -iQP DRAWIN(;S :19 UST _.,. I' BE ItEVI1atiVFJ 1.A,ND STAMPED, BY THE ENGIN)ER PRIOR. TO SUBMITTING '1'U THE CITY. ,�-- ._.._ . A- 14.-CONCRETE SHALL ATTAIN A 28�DAY STRENGTH OF f'c = 2,000 PSI AND MIX SHALL CONTAIN NOT-L1 S THAN 5 -1/2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. THE MINIMUM AMOUNTS OF CEMENT AND MAXIMUM AMOUNTS OF WATER MAY, BE CHANGED IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE CONCRETE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH 'U.B.C. 2604 (c). ALL CONCRETE EXPOSED TO WEATHER OR TO FREEZING TEMPERATURES WHILE WET SHALL BE AIR - ENTRAINED WITH AN AIR - ENTRAINING AGENT CONFORMING TO U.B.C. STANDARD 26 -9. TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH TABLE 26-B OF THE uniFORM BUILDING CODE. 15. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT Si), GRADE 60,fy , 60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY' SO NOTED ON THE DRAWINGS SHALL BE GRADE 40, fy = 40,000 PSI. REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING COMPLYING WITH ASTM A615(S1) NAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN A.W.S. D1.4 ARE SUBMITTED. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A -185 16. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH AC_I. 315 -83, LAP ALL CONTINUOUS REINFORCEMENT 30 BAR DIAMETERS OR 2' -0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL INTERSECTIONS. LAP CORNER BARS 30 BAR DIAMETERS OR 2'-0" MINIMUM. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMCRM OF 8" AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS :SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. 17. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL'BE AS FOLLOWS: FOOTINGS AND OTHER •UNFORMED SURFACES, EARTH FACE 3" FORMED SURFACES EXPOSED TO EARTH (i.e. WALLS BELOW GROUND) OR WEATHER (06 BARS OR LARGER) 2" ( #/5 BARS OR SMALLER) 1-1/2" COLUMN TIES OR SPIRALS AND ?BEAM STIRRUPS 1 -1/2" SLABS AND WALLS (INTERIOR FACE) 3 /4" 18. CONCRETE WALL REINFORCING - PROVIDE THE FOLLOWING UNLESS DETAILED OTHERWISE: 6" WALLS #46 16 HORIZ. 04 @ 18 VERTICAL 8" WALLS 1/4 @ 12 HORIZ. 14 @ 16 VERTICAL 10" WALLS 04 @ 18 HORIZ. //4 @ 18 VERTICAL 12" WALLS //4 @ 16 HORIZ. i/' @ 18 VERTICAL a�u4 r;'.Sr �A /,'�,�.2�:•Y, #.e+.?".i ✓i. ".•I ;, €;:a ✓.' ..5�;. t'fi :�:'.�i f- c?n%r+l' r. ..,.:1°'. ;! 1 CURTAIN 1 CURTAIN 2 CURTAINS 2 CURTAINS ELR k 19. STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION SHALL BE BASED ON THE A.I.S. C, "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS,'~ LATEST EDITION, PLUS ALL REFERENCED CODES. 20. STRUCTURAL STEEL, INCLUDING PLATES AND ROLLED SHAPES, SHALL CONFORM TO ASTM AE6, F) = 36 KSI. STEEL PIPE SHALL CONFORM TO ASTM A -53, TYPE E OR S, GRADE B, Fy = 35 KSI. STRUCTURAL TUBING STALL CONFORM TO ASTM A500, GRADE B, Fy = 46KSI. ANCHOR BOLTS AND CONNECTION BOLTS SHALL CONFORM TO ASTM . :325. 21. EXPANSION BOLTS INTO CONCRETE SHALL BE "RED HEAD" WEDGE ANCHORS AND THREADED EXPANSION INSERTS INTO CONCRETE OR CONCRETE UNIT MASONRY SHALL BE "RED HEAD" NON- DRILLING ANCHORS, BOTH AS MANUFACTURED BY PHILLIPS DRILL COMPANY OR APPROVED EQUAL INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. INSERTS INTO CONCRETE MASONRY UNITS SHALL BE INTO FULLY GROUTED CELLS. SPECIAL INSPECTION IS REQUIRED FOR ALL EXPANSION BOLT AND INSERT INSTALLATION. 22. THREADED STUDS SHALL BE MANUFACTURED FROM MATERIAT, CONFORMING TO ASTM A -108 AND SHALL BE WELDED IN CONFORMANCE WITH A.W.S. REQUIREMENTS 23. CERTIFIED ELDING SHALL BEAN E ELECTRODES. CONFORMANCE RX NCETH A .I. S. C. AND A.W.S. STANDARDS AND SHALL BE PERFORMED BY W.A. B.O. DES. WELDS UNLESS OTHERWISE NOTED, SHALL BE 3/16" CONTINUOUS FILLET WELDS. ITEMS NOTE.) " IELDWELD" WITHOUT SPECIFIC INSTRUCTIONS SHALL BE W1 LDi L) 'I.0 i'13QVIDF 'U ?OIITVALFN1' OF A 4 3/16" X 1-1/2" FILLET. 3 ���� J SEE REINFORCING NOTE FOR MATERIAL. REQUIRF,MFNTS OF WELDED BARS -EEGs r '--- ^' ,,,_M.,• _,,...r. 24. FRAMING LUMBER SHALL BE GRADED AND MARKED IN CONFORMANCE WITH W. C. L. B. STANDARD GRADING RULES FOR WEST (:OAST LUMBER NO. 16, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS AND RAFTERS: BEAMS AND STRINGERS: 4X MEMBERS 6X AND LARGER MEMBERS POSTS AND TIMBERS: STUDS, PLATES & MISC. LIGHT FRAMING: TOP AND BOTTOM PLATES AT BEARING WALLS: HEM-FIR NO. 2 OR DOUGLAS FIR NO. 2, MINIMUM BASIC DESIGN STRESS, fb = 1000 PSI DOUGLAS -FIR NO. 1 MINIMUM BASIC DESIGN STRESS, fb = 1500 PSI DOUGLAS-FIR NO 1 MINIMUM BASIC DESIGN STRESS, fb = 1300 PSI DOUGLAS -FIR NO. 1 MINIMUM BASIC DESIGN STRESS, fc = 1200 PSI DOUGLAS FIR OR HEM -FIR STUD GRADE. DOUGLAS FIR CONSTRUCTION GRADE. 25 PREFABRICATED PLYWOOD WEB JOISTS AND SHALLBEFURNQSHED AND INSTALLED IN CONFORMANCE WI. SHALL BE DESIGNED BY THE MANUFAC TURER FOR THE SPANS AND CONDITIONS SHOWN ON WITH THE ?MANUFACTURER'S PUBLISHED NECESSARY BRIDGING, BLOCKING, BLOCKING PANELS, STIFFENERS, ETC., SHALL BE DETAILED AND FURNISHED BY MMANUFACTSURER. BSIDG O S E ` SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS TO T'i.,. ARCHITECT AND STRUCTURAL REGISTER FOR REVIEW STATESOFIMWASHINGT N. PERMANENT ENTSANDPTEMPORRAARRYABRRIDGIN A REGISTERED PROFESSIONAL BRIDGING SHALL BE INSTALLED IN CONFORMANCE WITH MANUFACTURER'S STRUCTURAL SPECIFICATIONS. 26. PLYWOOD SHEATHING SHALL BE GRADE C -D EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH U.B.C. STANDARD NO. 25--9. SEE'PLANS FOR THICKNESS, PANEL IDENTIFICATION INDEX AND NAILING REQUIREMENTS. 27. ALL WOOD PLATES IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE - TREATED WITH AN APPROVED PRESERVVATIVE. . PROVIDE OVIDE 2 L LA ETC, AT`VE P OR M YERS OF ASPHALT IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS, BLOCKING, 2 MASONRY. 28. NOTATIONS ON DRAWINGS RELATING TO FRAMING CLIPS, JOIST HANGERS AND OTHER CONNECTING DEVICES REFER TO CATALOG ON OF NUMBERS CONNECTORS MANUFACTURED BY THE SIMPSN STRONG -TIE COMPANY, SAN I,EANDRO, CALIFORNIA, EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE I.C. B.O. APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL SPECIFIED FASTENERS MUST BE USED AND PROPER INSTALLATION PROCEDURES MUST BE OBSERVED IN ORDER TO OBTAIN I. C.B.O. APPROVED LOAD CAPACITIES AND VERIFY THAT THE DIMENSIONS OF THE SUPPORTING MEMBER ARE SUFFICIENT TO RECEIVE THE SPECIFIED FASTENERS. ss t ... 30. FOOTINGS SHALL BEAR ON SOLID UNDISTURBED EARTH (CONTROLLED, COMPACTED STRUCTURAL FILL OR BOTH) AT LEAST 18" BELOW LOWEST ADJACENT FINISHED GRADE. 31, DESIGN CRITERIA ROOF LIVE LOAD 25 PSF FLOOR LIVE LOAD 65 PSF(SAME AS EXISTING BUILDING FLOOR) FLOOR LIVE LPAD (STORAGE).. 125 PSF STAIR AND CORRIDOR LIVE LOAD 100 PSF MECHANICAL UNITS Weights furnished by manufacturer WIND 80 MPH, EXPOSURE "B" EARTHQUAKE Zone 3, K = 1.33 *ALLOWABLE SOIL PRESSURE 3000 PSF, *SOILS REPORT REFERENCE: PER ORIGINAL DESIGN DRAWINGS DATED 7/16/73 SHEET S -1. ARCHITECT: MANSON BENNETT AND ASSOCIATES ENGINEER: CHARLES KITCHEN 32. WOOD'hAMING -NOTES - THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON TIC PLANS: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE UNIFORM BUILDING CODE. MINIMUJM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 25 -Q OF THE UNIFORM BUILDING CODE. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. B. WALL FRAMING: ALL STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 2 X 4 STUDS @ 16" o.c. AT INTERIOR AND AT EXTERIOR WALLS. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS. TWO 2 X 8 HEADERS SHALL BE PROVIDED OVER ALL OPENINCS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORT BELOW. PROVIDE CONTINUOUS SOLID BLOCKING AT MID-HEIGHT OF ALL STUD WALLS OVER 8' IN HEIGHT. ALL STUD WALLS SHALL HAVE THEIR LOWER PLATES ATTACHED TO WOOD FRAMING BEIOW WITH 16d NAILS AT 12" o.c. STAGGERED OR BOLTED WITH 5/8" DIAMETER AB @ 4' -0" o.c. STAGGERED. REFER TO THE PLANS AND SHEAR WALL SCHEDULE FOR REQUIRED SHEATHING AND NAILING. WHEN NOT OTHERWISE NOTED, PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFACES AND GYPSUM SHEATHING ON EXTERIOR SURFACES NAILED TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING WITH NAILS AT 7" o.c. USE 5d COOLER NAILS FOR i /2" GWB AND 6d COOLER NAILS FOR 5/8 GWB. USE 1111 GAUGE, 1 -3/4" LONG, 7/16" HEAD, DIAMOND) POINT, GALVANIZED NAILS FOR EXTERIOR GYPSUM SHEATHING. C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS AND AROUND ALL OPENINCS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE BRIDGING @ 8-0" o.c. AND SOLID BLOCKING AT ALL BEARING POINTS. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. TOENAIL JOISTS TO SUPPORTS WITH 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON "LU" SERIES METAL JOIST HANGERS TO SUIT JOIST SIZE. NAIL_ALL MULTI -JOIST BEAMS TOGETHER WITH 16d SPIKES @ 12" o.c. STAGGERED, UNLESS OTHERWISE NOTED ON THE PLANS, PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED WITH 8d NAILS @ 6" o.c. TO FRAMED PANEL EDGES AND OVER STUD WALLS SHOWN ON PLANS AND @ 12" o.c. (10" o.c. AT FLOORS) TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS 6 16" o.c. AT UNDLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED TONGUE- AND - GROOVE JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. TOENAIL BLOCKING TO SUPPORTS WITH 16d @ 12" o.c. UNLESS OTHERWISE NOTED. (I'Iil ►II(. _ ... :;.• :,$ ,. .< �� .... . . .. .. ... ... .. .. 5•w .....f 1. +.•:.. „: •.,t', :s. -.. '! h�,.- ...Y.:... -. _ tip r+.r+ .�. ._N i., �,-'.J;; I ! i! I 111�111111111�) IIIIII1i11111�11111111�1111i i 1111111111 Ijll i I IIHl1l1 IG TN!. 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SLAB ON GRADE W/ 6X6 W1.4 X W1.4 WWF MID-DEPTH OVER 2" SAND OVER G MIL VAPOR BARRIER OVER 4-1/2" GRAVEL. 2, PROVIDE CONTROL OR. CONSTRUCTION JOINTS IN SLABS ON GRADE PER DETAIL 5/S4, BREAK UP SLAB INTO REC- TANGULAR AREAS OF A50 SQUARE FEET OR LESS. AREAS TO BE APPROXIMATELY SQUARE AND HAVE NO ACUTE ANGLES. JOINT LOCATIONS TO BE APPROVED BY ARCHITECT. 3. SW-1 INDICATES SHEAR WALL TYPE PER DETAIL 14/S5. WALLS TO BE SW-1 U.N.O. FOUNDATION PLAN !lrtIV!fir.r*ryT71!1,n?'Crrf7TW57rY,72415.2TZWtq7iliMg7*2!: .... i441.".','•• i• • !**,,,,..S31....-'...7.;:r...ti..--".4 ,,.% ..4:1■*,. ... "..1■■,. ••• . .. :!. 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CONSTRUCTION JOINTS IN SLABS ON GRADE PER DETAIL 5/S4, BREAK UP SLAB INTO REC- TANGULAR AREAS OF A50 SQUARE FEET OR LESS. AREAS TO BE APPROXIMATELY SQUARE AND HAVE NO ACUTE ANGLES. JOINT LOCATIONS TO BE APPROVED BY ARCHITECT. 3. SW-1 INDICATES SHEAR WALL TYPE PER DETAIL 14/S5. WALLS TO BE SW-1 U.N.O. FOUNDATION PLAN !lrtIV!fir.r*ryT71!1,n?'Crrf7TW57rY,72415.2TZWtq7iliMg7*2!: .... i441.".','•• i• • !**,,,,..S31....-'...7.;:r...ti..--".4 ,,.% ..4:1■*,. ... "..1■■,. ••• . .. :!. 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PAwtt,. • 3PAGL Peg ``5C- •+IeA« '15/55' 2Kts e'; 121 °4. • C AC; >: K f'5'41 140470 ex.gtki e °G re e. iST J01457 STRAP TIE INSTALLATION BELQW DIAPHIAAGIVI . 'SHEATHING FINK. eD2. 5501'101-.1 A -A v a; P"Li■? 2x60 14/(2) 6/ :-x° i ,, kIALt_ 'coci f4;- ai :.71- 5T(v2�.�Ga ECG . P6 IJF L, 'NAIL 5/8" G.W.B. WITH 6d COOLER NAILS. (8d COOLER NAILS @ FACE PLY OF DOUBLE LAYER.') . NAIL 1/2" OR 5/8" GYP.'. SHEATHING WITH 1111 GA. 1-3/4" LONG, 7/16 ", DIAMOND POINT, GALVANIZED NAILS. AT 0. W. B. AND GYP. SHEATHING, NAIL SPACING APPLIES AT ALL STUDS,' TOP AND BOTTOM 'PLATES AND BLOCKING WHEN REQUIRED AT PLYWOOD SHEATHING, NAIL SPACING APPLIES TO ALL PANEL EDGES (NAIL SPACING AT INTERMEDIATE FRAMING IS 12" ON CENTER). UsE`�:.5 /8 G.W.B. AT INTERIOR FACES . : • " ,� AND 1/2" OR S /8" GYP. SHEATHING AT EXTERIOR FACES. (SEE ARCH'L.- FOR GYP.`, SHEATHING THICKNESS). PROVIDE SOLID BLOCKING AT ALL SHEATHING PANEL EDGES NOT LOCATED AT FRAMING WHEN BLOCKING IS REQUIRED. . PROVIDE SHEARWALL'SHEATHING AND NAILING FOR ENTIRE LENGTH OF WALLS NOTED ON PLAN. PROVIDE HOLBOWNS PER PLAN AT EACH EN!) OF WALL UNLESS OTHERWISE NOTED. 'ENDS OF WALLS ARE DESIGNATED BY EXTERIOR OF BUILDIt1G, CORRIDORS OR DOORWAYS. )•-4 $L GC.2. 2 Qe%1437 esPat~t5 fie. rUMo oP�.li cr 4.o.NE.G a �Nog., Cove.12 joiesr 14ITH CITY OF T UKWILA 5T ''P PEP-' 10 /45, 5-rgfrf. Ftk 5c/s5 G3 'iAflr'ok! 1.xI . JolOt Architecture c Manning' '616 First' Avenue, :'Suite '4 Seattle;" WA 98104-2268 206/682 -2867 AQt LL1 J U T e ■e- Ne4r'i ' M UN i r c.Ua5 e 4.0 UPl~Ntt.11. '?'2IPLE. JOIST e i1 -O apeNIN (2) 2 X 5 "1/ U?,,.00+2 "p PF UeTcher 101 Ilo't.' . • ..,� 1 'i nN �'' m114. 40 It,)' i t V s s ede 1f VAL' Scat) TYP FRAMING . AT. OPENING III {11111 {II 1iIIIItIII {I I III: - Ii III iII IIJII ill III II'1 it I III 11 III ii111{Ii ��� 0 ,�"s�,,.: I I � I � t I I I I I I I III III ! 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