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Home My WebLink AboutPermit 2653 - Segale Business ParkCITY of TUK'r It.A Central Permit System Permit no. `2&53 Control no. 83306 BUILDING PERMIT a(p53 DATE OF ISSUANCE EXPIRES When no activity for 180 days JOB ADDRESS 18183 Segale Park Drive "B" LEGAL DESCR. LOT NO, BLOCK TRACT I) SEE ATTACHED SHEET OWNER Segale Business Park PHONE 575.3200 ADDRESS 18010 Southcenter Parkway, Tukwila, WA ZIP 98188 CONTRACTOR M.A. Segale, Inc. PHONE 5753200 ADDRESS Parkway, Tukwila, WA ZIP 98 18010 98188 LA NA SST NO. C173-003,168 BUILDING USE Warehouse TENANT Generra Sportswear Co., Inc. CLASS OF WORK NEW ❑ADDITION aREMODEL ❑REPAIR 0 T.I. ❑OTHER (Specify) BLDG. AREA 1st FL. 2nd FL. BASEMENT GARAGE DECK MEZZANINE # OF STORYS TOTAL S.F. VALUATION 113,0.00 4,00.0 117,000 56,647 I CERTIFY THAT THE ABOVE INFORMATION IS TRUE AND CORRECT, THAT THE APPLICABLE CITY OF TUKWILA REQUIREMENTS WILL BE MET, AND T ,/■T I r.L!;►1 UTHoRIZED AGENT FOR THE PROJECT. rilli OWN''' G'NT': 11.7''.r' AP ff' aVED FOR ISSUANCE: Bu;Iding Official COMMENTS: Date / /V— Date t o _Si-g3 FEE DISTRIB. BUILDING 304.00 PLAN RVW. 198,00 DEMOLITION BOND OTHER TOTAL 502.00 TYPE CONST. OCC. GROUP OCC, LOAD FIRE ZONE USE ZONE SPRINKLERS SMOKE r TR V -N B -2 .•• -•r. IXYES ONO OYES ONO FOR INSPECTION CALL 433 -1849 1. Driveway 2. OK to 3. Roof 4. OK to 5. Wall- 6. Structure approach and pour footing sheathing enclose board complete and/ slope and /or and nailing framing nailing or OK to foundation OK OK occupy TENANT IMPROVEMENT APPROVAL: Date: Fire Department Date: Building Official TLiIC DCrI/IIT IAI i r nr- n" f". r-I- ,nninnini Ar‘i a %I # RI i.. .•11•... CPS Form 1 ' x„1',4 CITY of TUKVIr1 �A Central Permit System BUILDING PERMIT c2(.�5— DATE OF ISSUANCE // - /•-3.'3 EXPIRES When no activity for 180 JOB ADDRESS 18183 Segale Park Drive "i3” LEGAL DESCR. LOT NO. BLOCK TRACT 7 SEE ATTACHED SHEET OWNER .,,,, Segale Business Park .w.w.._.. �..�„ ;.r, .. .. r �,..,......... «,�..,...... -.,. PHONE 5 ............, 75 -3200 ADDRESS 18010 Southcenter Parkway, T v las.W .,.._. M__ wR Vra.. p.4.. ZIP ` 98188 8 CONTRACTOR M.A. Segale Inc. . . 4,i,yR,N�n.e.M.,.v..o„•I •r•q M'q••n•M'r.n,wnw ^_. w..• +. /. PHONE 575.3200 r •,iM.+•h>• +.. .+. a, .8010 SSouthcenter Parkwyy, Tu ;w11 a WA .M.. ��. ... _....,. ........�.» �.,._..._..,..� 98188 `SE 142/2fd0 4a M.. 1,> M• wsM. w..., v. v.. rw. q..,.,....... „.� SST NO. «.�.,..,...� „G373�003 -i6f3 �v ..... ,,, ... ..y. y, BUILDING USE ¶0 Warehouse; i,...,r...u, ..,_.-..� ., «,,.. TENANT _.Genf MSpartsweai^ o,,.,_.. Inca,.....,-..,•,....•...r.•......:...._,,... P• CLASS OF WORK NEW ❑ADDITION XI REMODEL „�OREPAIR 0 T.I. ❑OTHER (Specify) BLDG. AREA 1st FL. 2nd FL, BASEMENT' GARAGE DECK MEZZANINE # OF STORYS TOTAL S.F. VALUATION 113,00 a• 4,000 .4 ,. 56,64.7^ „ I CERTIFY THAT THE ABOVE INFORMATION IS TRUE AND CORRECT, THAT THE APPLICABLE CITY OF TUKWILA REQUIREMENTS WILL BE MET, AND TI/,I'AT I A AMYAUTIjQRIZED AGENT FOR THE PROJECT. r r,,ry OWN,;14kl- 'AGfrNT <SIG A • RE -//' APPROVED FOR ISSUANCE: it.141a Bu :Iding Official COMMENTS: Date /is I>— Date u ;'' F 3 FEE DISTRIB. BUILDING 304.01) PLAN RVW. 198.00 DEMOLITION BOND OTHER TOTAL 502.00 TYPE CONST. OCC. GROUP ,,... OCC. LOAD FIRE ZONE USE ZONE SPRINKLERS SMOKE r TR V-1d B-2 y, r.,,. w. a,. r. a.... .••�.•...v�..- °^ . sv..- ..,.�..nin mr .+w .r...•r.w+v •..w.,r...:w•ww LXIYES ONO .,..�..v•n wr• OYES ONO .r ... , FOR INSPECTION CALL 433- 1, Driveway 2 2. OK to 3 3. Roof % 4. OK to 5 %i/ . 5. Wall- 6 6, Structure M M approach and p pour footing s sheathing e enclose � board c complete and/ , ,” slope a and /or a and nailing f framing r �(p b nailing o or OK to foundation O OK ' OK o occupy ` ` 14) 8 TENANT IMPROVEMENT APPROVAL: °` `�' �"�3 `� R Date: Fire Department Buildin9Dfficial eo v5" I Date: /--/.S"4,4- TI-1IC DCDRAFT RAI ic-r oc Dr1CTCP1.n/lwl['n v /11\1 ni iii r...i' ; CPS Form 1 :: P.ermi t # 0. 1‘..1:3: Date //- f' . Tenant Time Address: /00//3 tQc.y.c:4., 0 Date Wanted: // —AO a.m. p. Contr. or Owner (av,---�_ ,Type of Inspection ,0.,,.x40, _ Req. By Taken By '? INSPECTION REQUESC CITY OF TUKWILA Building Division 6200 Southcenter Blvd. Tukwila, WA 98188 433 -1845 Job Address C O R R E C T I O N N O T I C E The `'following items are. found to be in violation of Ordinance 1287 and shall be corrected.. :e Signed: �.1 Building Inspector Type of' Inspection Req. By :'Taken By C1'�P Date %c/ U Address: 4/83 i09 o Date Wanted: 40./9' / .p.m. Contr. or Owner .�. Type of Inspection INSPECTION REQUI Permit # ,2753 Date / -,j9" Tenant' ime Address : /S /8,3 Date Wanted: j..thc - p.m. Permit # 026-513 Date Tenant Time Address: ./Fir3 diA0iLe Date. Wanted: a.m. p.m. Contr. or Owner. Type of Inspection Taken By INSPECTION REQUE( • Permit # Date ) ('Qj' G.h.►..w sq�s Tenant Time 3.36 Address: j9 /$3 Seel)t ek on 8 Date Wanted: -) . 8l P.m. Contr. or Owner y r CITY OF TUKWILA Central Permit System fJ 4' Control No. Permit No. a653 /20, fq, 04, FINAL APPROVAL FORM TO: ❑ Building ❑ Planning ❑ Public Works ❑ Police KFire Dept. ❑ Parks /Recreation Project Name f � �f!p/ Re,. Address / ! _ : 7 e /0(" .' >, Type of Permit(s) e d, 0 re `.. may This project is nearing completion. Please investigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. This project is NOJ approved by this department; the f (lowing /corrections are necessary: () _.../- 75'`id// 4? 5.1-f4 .`/,ty /9ft .5' _ -IA.t ui4r �1r 1r. -4-y(?,:pl{4. , - - , ( 4 g7kiiii I7P: c4• 5 " - / < , * / - a Ai. - ' . o , aelf e..9 ,:;lr "4 'jt . '/y ,.1/0.1 evil b k.-1 '-.1-',.04'.;k:, / (./4 ) ;rte 4 / ! (r c. / Y �i i•7 �. •e i ca / / /„",.47, 4.),k-4./194,:5,-/;4,/ �/(` )) -7' (/' 1. • ;: 4 p f, ",.:;� a -∎ •2 r ` {e-• 4 -, :e'r< .1 / .,;{\ ) _,.J 7.5 `.4 // (l / l / ;`.' /"1 /6 /'j 4� .' j ` l ) ?/7 k2..4,='' .. � ' ei e:,.. / .°2, 4" X7`1 r"f. "?fl' ? tl' .c",. v() TA /, , ,Vzi 1/ . e%'.Y /•7`" • ;> /c ' 4 0 P.1' ..e 4,- f,4 J. Ac. l../. -.:.e .1Ke1 Z.''"e'' 'r'<47:7 .. ?...1xr1r ::v4:1/.1:17-1„-1". r ' / tit 4 ,( �f ;�� (�a'�L�'a� /r.. G d•1 f' " - / i' /r.1,. P �� , //t L4 i " ( C'"/ r.'JCi�/ r /l/ .$ /✓4. ef:( :j ':> 7:Lt' +z • �W /:4A(� •,�..... /f�, ;.. 2:4/1 ,�j „r1 // / / /%� /. f(/ ,^r'y�'j r, >, /�y f, f �ir //i / ��4'�ll.r /I.1 �l'�' /!'p L. L•.7 L � � �w "'"' +��'�f �rr( `^ /” *I �%�'�`r��l�N j f 4�`G''! I �''J�• %�t'.� C�j�^ C;'�il,�l� yY...•"�,(�.L�.�r (y) (-1 t� r a f_ % : K.1r7.7`. (CJs r- 9 7)-'c. . (' i i %'� !') r/' / a/ .9 h+ c..;' !� �G r l /'. ACC r ,� !� cl l 3 r J />; J/ (..e/ „ .. 11, -^''4 / r.' ,// //6 ;:) .' Authorized Signature Date This project is approved by this department: Authorized Signature Date CPS Form 3 CITY OF TUKWILA (�_ PERMIT NUMBER btROL NUMBER 73--30. -6 CENTRAL PERMIT SYSTEM - PLAN CHECK ROUTING FORM TO: I BLDG, I PLNG, PROJECT - ADDRESS /4'/s3 -- fir. fk Ao)';?3 " i P.W. FIRE I I POLICE P,& R. DATE TRANSMITTED f%7 7-3 RESPONSE REQUESTED BY C,P,S, STAFF COORDINATOR r -, RESPONSE RECEIVED PLEASE REVIEW THE ATTACHED PROJECT PLANS AND RESPOND WITH APPROPRIATE COMMENTS IN THE SPACE BELOW, INDICATE CRUCIAL CONCERNS BY CHECKING THE BOX NEXT TO 49 f�� LINE(S) O(�s- tUrle- I//vteER / Icy NQiE,DV,4o✓� _ s�,�� /' / 1 ,L1� ` 1 �s ,e8 , roYe1 drqutiti, S 710 TPD f'or /?,,r°417/' 2) P7/ -0k/ Jc- (-0) .a,- /0�'.'G. a. 7_G`jev, c4/ eX) ;hoc ui54 e.-�5. r--1 It (2o) z ./41l °h F e. 5$& / cJ i' -a - -e) /,129 a,/ 4 e''S . IJ3�,)f/4;g4/1 £i['lT nal' fr/h5 36 EX.4 cif o0%` A4,-04,4,1,--c., pei- lure k'ey's /Nr 71 5 • Cr evii, I; , /zt71 -- 1 LL way 5 f '/j tV 7 r c/V e.- c-'04-10-** �I ' 1 / 6 EX; 75 ` ' 0) Two e-x; 's re G7r fr r- -e' I l� nk aM e Roo, s ) .Znc1 'floor Cor'; od vi- 71'o he- ( 2 0 in) n..d f t rR' e d cJaO 955 P». // ..r1;;) f 9Y� e_ Q c1 7'L }-c- 7/i9n -7t,'7--7 a 7 e /c71i /� c-g ) or1 e- f o e/m; n yf e i y >4 e n n LI G vreiS or- 07144',-- 0lrl 9ireJ e i a v; ce 5 , t/J wgli GoY'erjY9 h,g ars5.4,07i'' F /43.74-` 5frcerd }'A'}'cci (7;,/4, , ° / • Cori /' Jo'-3 %C'O g- Class _2(4;7;h,.,) D.R.C. REVIEW REQUESTED El PLAN CHECK DATE PLAN RESUBMITTAL REQUESTED P1 5ft-001,,) PLAN APPROVED L - 3) - F COMMENTS PREPARED BY C,P,S, FORM 2 l CITY OF TUKWILA '- l _ PERMIT NUMBER - NUMBER93 3d 6 'CENTRAL PERMIT SYSTEM - PLAN CHECK ROUTING FORM TO: C BLDG, PLNG, i t P,W. FIRE 1 1 POLICE PROJECT 1'4/ X4.--c_..0 .,ADDRESS /J / cP3 -� /°a„4) � DATE TRANSMITTED / -/3 - Y 3 RESPONSE REQUESTED BY U.S. STAFF COORDINATOR RESPONSE RECEIVED P.& R. PLEASE REVIEW THE ATTACHED PROJECT PLANS AND RESPOND WITH APPROPRIATE COMMENTS IN THE SPACE BELOW, INDICATE CRUCIAL CONCERNS BY CHECKING THE BOX NEXT TO THE LINE(S) ON WHICH THAT CONCERN IS NOTED: I 1 1), 1M -a1 ri 2) LU z -< S — 5(../84501 -K 54 Sa 6 ri 3) 2c (6o i4 z4 6Qc I 4) /'Ze Cav Ti /zi acs a Ei 5) /5 obi /� be. o _ __... _off' �� _ • ri 6) �_.:�� v'' ; G l/660' ' //d s/nu.s, 0 7) C .37YRS 637`146 16 ri -10;444 8) CE ( L itic0 '� -) 2,sheisorb [-1 9) z - fzs 0 ---- -- I1 10) — 756 0 : .I. _---- --. ri 11) 12,5" ..5,, [J 12) P ux 2 .�-s m�� on.olv► ..- f--1 13) i2_� 114) / / ( CT-us 2. hgs2e—.1 0 S 1 15) _C-LRE_ 4U cST, '`I'Z (LP—s? D, R, C, REVIEW REQUESTED III PLAN CHECK DATE PLAN RESUBMITTAL REQUESTED El . COMMENTS PREPARED PLAN APPROVED c,P,s, FORM 2 JM1: �. �L ENGIN CERS -- NORTHWEST cAlC. P.S. Op5i5 6869 WOOD LAWN AVE. N.E. SEATTLE, WASH. 98115 TELE. 206- 525 -7560 JOB No. SUBJECT Joe NAME _GaJett- - I-t • L 1 •(/� • rp vo t :440 = ;ig I ` v PesT 1. ,r9-o0 y 2,3 . `CkU'b �2� 2,5 WD( ,' M 1 ,3 1,0 rwr a.o0 (o1J uiviootlt Bt.= 10 (,t,t ?.o o DATE SHEET OF BY R OCT 3 1983 BY TUKWILA FIRE PREVENTIONNBURE I ENGINCERS- NORTHWEST VC. •P.S. 6869 WOODLAWN AVE. N.E. SEATTLE, WASH, 98115 TELE. 206 - 525 -7560 Ca hege6c0 h l Gi c)49 l 0/4 .ueof 3/.? 3 /2 - //2 „ !C' /co /.fP rc = /o .rF 0o; Pe 74.) ENGINERS - N NORTH TH W EST NC. P. S. 6869 WOOD LAWN AVE. N.E. SEATTLE, WASH. 98115 TELE. 206. 525.7560 JOB No. SUBJECT JOB NAME DATE /6 /`� ,"-3 SHEET 2-- OF eY " ' eel C! _ 40. 31 I. per, `F ca5 18010. ,Pt.. Sp 1 L U kli 74 9 4 7. 4 ;2 1. ('cc.ftv. DL fit. • 1 40. 4eqecf(c1- - 1 /).(U • ad- -'5 %), Y,3/e.,e /o NREQ. ENGIf ERS- NORTHWEST (NC. P.S. 6869 WOODLAWN AVE. N.E. SEATTLE, WASH. 98115 TELE. 206 - 525.7560 JOB No JOB �NAME / SUBJECT 7�'Z7 Adc•4.4I DATE __ _J�i 3. SHEET 3 ••OF BY V .. 1.10 5:� 0``7 • ,1.. i i 0 i :14; .000 ; A P 1 J.. 50.0 hµ: • i, .000 I- 1.00CI1i. 1.:000 Cm ' 5662 27225 s JOB No. SUBJECT { ENG I N" ERS— NORTH WEST P. S. 6869 WOODLAWN AVE. N.E. SEATTLE, WASH. 98115 TELE. 206 -525 -7560 JOB NAME / l .OLy 77/ VV /e Z Z /Yd /c44 h Check e rl.nq GayaAvn r", r fie/ Pviy' is'_ p= 5S K P =�9k ID= 3s 8. 400 16.; 80c I 2 940. c 94t I. 1 I_I 0 I_I .. I_I I_1 I_I 55. 000. 1._i.,: Li I_I I_i i_i . ` is [i l_i 500 1, 000 1, 00'0 /R.:0 ILI_I :1 a 16. 300 2. 940 16. :I_I I_I 2. 940 100i_I, 0[ici . 57A 49. tIIII_I :I 011 16,. 5 0,, ;35.. 0 I_I I_I : . ' II I: ci DATE /0/44/;-3 SHEET 9 '% OF BY c/ 'N 21:6,: '2346446 • F •l..317EI72.. F. ;,7. ';: fir','_ =+:'r: ; f'•: L.' E: 142. ._. 8._I; •142-, k.L!, R 12A. 0416667 1 316545004 F 1 H V2:744640,1; 7 . :31 072 142..13 5 142 126. 0416667. 1.._t -2 7. 31x.545004. F E �f C KL cc F. °H E0 1. 6- . :39490FA666 E0 1. 6 -1E: ▪ 3031. 3051. 1._5 JOB No. 'fJ ENG 1 'ERS- NORTHWEST NC. PS. 6869 WOOD LAWN AVE. N.E. SEATTLE, WASH. 98115 TELE. 206- 525 -7560 JOB NAME / :00et ( 77/ SUBJECT /7r ?7 /�l�e-� ��1 /t'Y1 �/ moo N /.2'r9% H'/ (2i '2 @ (1 DATE /0 /i-r SHEET 3 OF BY ) q 4 /4i t000v/ y 3b," f, 15 -o • r f1 ).t." "100F Tiaff. A4w A„r) etc, WI /194,J .R,./ .2 x-f RAJ .- G.,,.0 e y( 14)14,4 /2/w1,.i ft 4 f4 'oCtu,� ./.G a_ /ef ./ Pcr P.,./ e. — o j/e 4 // /P.,J /< , / E.NGI `aERS - NORTHWEST r`NC. P.S. 6869 WOOD LAWN AVE. N.E. SEATTLE, WASH. 98115 TELE. 206 - 525 -7560 JOB No. JoB NAME SUBJECT /LIP 79 DATE /VC -43 SHEET 6 OF BY J •N , ...$' -77 "x D1 /a 1' of* l)/ 2 " l x 6'' /., /r/Y ENGINEERS -NOR `` -IWEST INC. PS.. i9 WOOD LAWN AVE. N.E. SEATTLE, WASH. 98115 TELE. 2OG- 525.7560 JOB NAME DATE it /S-/el7i SHEET � OF BY egrVjo/7 ENGIN "tERS NORTHWEST "NC. PS. 6869 WOODLAWN AVE. N.E. SEATTLE, WASH. 98115 TELE. 206- 525 -7560 JOB No. JOB NAME !d ftY '77 DATE /1/0-3 y� GI SUBJECT /VOL SHEET I OF BY d •/V, Pflr/2 b 1)/ // 4 a(Pa/ /7/-44/ sZ� 9 74 5o, f (5Xd'> _ /a tr r �1 A ///'? e /?. '� • O, 031 ■ t a•, ENGIN cERS-- NORTHWEST INC. P.S. 6869 WOOD LAWN AVE. N.E. SEATTLE, WASH, 98115 TELE. 206- 525 -7560 Joe No. SUBJECT JOB NAME / %P77 DATE / SHEET % OF BY V'A// ENGINERS- NORTHWEST ck. P.S. 6869 WOODLAWN AVE. N.E. SEATTLE, WASH. 98115 TELE. 206- 525.7560 JOB No. JOB NAME DATE SUBJECT SHEET OF BY ii ENGiNERS- NORTHWEST 1 "NC: P.S. 6869 WOOD LAWN AVE. N.E. SEATTLE, WASH. 98115 TELE. 206.525 -7560 Joe No. JOB NAME DATE SUBJECT SHEET OF %:L ENGINEERS -- NOF TF-WE T NC. P.S. S 6869 WOOD LAWN AVE. N.E. SEATTLE, WASH. 98115 TELE. 206 - 525 -7560. aL d\ige r /' . ;37 k /,e Car1/er. 41/< /7(#22. , 9/ 5 k/F. • x'2S /s -.F 1 Control iNumber v3 %06, APPLICATION FOR PERMIT BUILDING DEPARTMENT CITY of TUKWI LA 6200 SOUTHCENTER BOULEVARD TUKWI LA, WASHINGTON 98188 433 -1849 RECEIVED (Cl: , I F T UIt.i1VILA OCT 1 w iS83 FULLING DEPT. DATE 10/11/83 ( • JOB ADDRESS 18183 Segale Park Drive "B" LEGAL DESCR. LOT NO, — BLOCK — TRACT — ❑ SEE ATTACHED SHEET OWNER Segale Business Park (PHONE 575 -3200 ADDRESS 18010 Southcenter Parkway ZIP 98199 CONTRACTOR M. A. Segale, Inc. PHONE 575 -3200 ADDRESS 18010 Southcenter Parkway ZIP 98188 LICENSE NO SEGALMA372NO S ST NO•C 173- 003-168 . BUILDING USE Warehouse TENANT Generra Sportswear Co. , Inc. CLASS OF WORK ❑ NEW ❑ ADDITION I3CREMODEL ❑ REPAIR ❑ OTHER (Specify) BLDG. AREA 1st FL. 2nd FL. BASEMENT GARAGE DECK MEZZANINE # OF STORIES TOTAL S.F. VALUATION 113,00C PLANNING/ SEPA (�1 ** v++ 4,000 117,000 56,647 NAME OF APPLICANT (PLEASE PRINT) Jack Bennett ADDRESS 18010 Southcenter Parkway IPHONE 575-3200 • I CERTIFY THAT THE INFORMATION FURNISHED BY ME IS TR E A �' •� ►T , ND THAT THE APPLICABLE CITY OF TUKWILA REQUIREMENTS WILL BE MET. / /'�. 0 ../' _....."-m.vrA S "—^R Tarmr (CANT l DO NOT WRITE BELOW THIS LINE TYPE CONST. OCC. GROUP OCC. LOAD USE ZONE AUTO SPRINKLERS REQ. I DETECTOR YES D NO 0 YES [] NO PLAN RVW PLANS: SENT RETURNED APPROVED FEE DISTRIB. BUILDING $041 FIRE DEPT. PLAN RVW. / Q8. DEMOLITION PLANNING/ SEPA (�1 ** v++ BOND OTHER PUBLIC WKS. TOTAL ,54 a. OOP Bldg.. Div • % �� COMM - TS: . l .4*' / / � 1.-- 1l_ _, I . . Amount Date Paid Receipt in BP : /48. UD 0I 7/0A 700 < ..)--144.4—) __! '-PtA ci:Aie 4i e-4,-...._12.1 �-`. o PC: gU u. 07) 0 3- • • do c rek C - $t,/1. ^.0 •.. .' ..,.. ?, aM4•' , • f " 4 fi f • ✓. rA► -'•lj V • • • 0 414 -14.0 k I t' • C r- era • ;r •13 .P' d.� b e - it ••..*'�d ... 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" 9 • lE4 44 ( r taro' r 11.7300 TA■ .***"" --17 Nay) VJA-Tta, )00:71. eX 16-r ir4 e".7 tirfLo boz..e 05,-0 -4, 64-11 - 1 - 4•4 2 1 - 9 rx464 Mew P19■Nift. NJ 1'f1.ers4A-r‘e C./14.41. . - tin liti"111 APPROVED on AS NOTED ALL. ANN! F'11.-.4 "e•ri fESL.ckep. FLE COPY I • 'fl cppsrvials c.re 047:ssior.s my ,.• , 1•0 4111 14, • will; Ire PAF-44-1.4e..-; i' 1: •9440, UP :.49s.I 57, - TYP.Er ‘2 Kt 4 A" ) 0 co w 0 0 .■• • ■•■■• 1 11•=41 , 1■A •••••••••■ ■••••■■■■.. I ■■•• •■■111110■11■••••■ " A rmota •••■• •■••■••Y■ !W. 4 , • C 82480 I 2,'-r) A r-- ifsi C. • It I E 4. L -r tveie I" , 61r44, _ NN � 0 E ►! r 1„s IrtC# MIN �l 1 1 'or : ►� I �, LEAM•' FIX C ...446 lnJ1N11'' .I - S -v" W1OE X ct? LA► ITI-1 5 ! ILL Ai = J'1,^.. F. F'. - a 41 x I . t �J CtIele2 &N Zx Jodi 5/ S"`;. Y kk. c, aeck,. TT /Ar t° sZL." 1t-1 ATE. a t~ I <10;4 u.L e ve e t U r• ' ►,,�- ;, t 10 N G L. tfACA N(,,t I q.1 • ' - r6 T M i,J 4 1. AT IJC, 0 1-: Z. c., E 1\1 N (r r/ Fr.,.Me, H E/fl HEi , °r I<> ARA& Ir L t.. 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NC., t-' Eg ISTI NC.L •fc.Tl T , " I • cI' 1 P, LAM. 47.44A cAtitier VE RJ P GI.EiS, FIyC 61'1..°A Iki I. , t FrAtrEi. !mil I Ni rk E4 E i 4ar w ° W I 1z VC) fir TI j —'N h F f- E: L ...,. V4d 1K cr4_P5. T 1% 4 1 -c HAIr 16E. A 11 11H14. ' 1-06.1r:. i ) PAVE.. S 1 PSI 1 !r✓S.I' R-14 c � 'ZUNI e 1 • r V ' 1 Ex IT C ' NG, 0 'RECEIVED X11 - univi OCT 12 33` BLA :4Mal or fit---r-Ti .', . ;, --►'j H 'f Plr I F E /k g...504 G.. AREA 2 He) I' � HEAT I I~I 1~ iz.e. } EAT+ EVE i;;,k /,4..4 I ;`1" . c: .t-4117::* L. AT C� Frt'_. .11. -tT fiyT,3 t . I L 44 Al F t' I I I� k):-"2 �tZ4M 1 LA.I 1 N 9c-/ +e.1. 1I f' . k EAQ HI I(. t-+T 41 L.L, /T • 2 1412 G ?P5P (6E O It 1. J .11 1 1 111 111 1 1 I 4 NOTICE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. TvIL6"t vIvIS { i 0 6 1 i i 8 C?"‘" t 1... 0 i i r i I 12 0 I� 14 i i 16 LTRIE7.1 r VAIN enFFI ,5.. Att.,EA 20 i 22 C CITY OF TUKWILA APPROVED -OCT ;-' x 1983 AS NOTED . Butt Dl 3 DEPT. 24 I 4L DiijL OiHL-4. OH [....6.4H • 26 �l 28 30 32 34 0 /CD 4C @ 4".f. PL.'S ►MV�::� :) �� N Et...:.:> 7"/ - P',4 r� Q cc oA1 c,,, WA 4. 1,E I 2 N 4- U E w/ " x (_. " SGC TIC:UN H - l o 1.111 iJlli!Illil IIII(i►ill!IIIII IIIJIJJI 11111111011111 NOi'ICE: IF TMIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. 4 / 0 „ /8- . X 4- 47.)//=1c4 7 Y&, E ac;:: EP wNe E P V / , 6 IT ( /l1 r- ; I x /,,5 -7- l lv/ ' 43" U / -1 / �f i ME. Z. Z., /N///,./ V / N Y L L . . ' / M . /x. 45 / 0Ai "7 /.,/ ..5 .5 770 e G: 5 /C. 67. Fv/ � . � - = / c�C) l =- P" r<1 I I PL~ "N r 5 ; rfQt\ L :i i ilI 111 NE .,55 , a' CUT T O L. AD ti.3 i 12 i -> BM , cc �.. r Ea E./ ifr -1 ••■•••••••11111.1..... t „ .5 x Z/ (t /e.„) /9, . TICU •S /oat c � l2" Cbx SHEATH /hlc W/ ALL. e " 7' ,c5 L.C...)c..K �O `.. /c £o;T t /2 ", O.___ 7"' (�., L.1,,, . �.:. A K:. WA 1...t..5 iI 14 i • H. II 16 x CAT F-/ l IQ c: PEA'. MICH 770 i‘4.1 s8 „ SECT /ON _._ NZ - kV 4 r_ . Co., C of # Q) `-`•'/ 55" A,/5. „ x Ste ). � /O ,, /•. ------ ± , /5 7 X 4 /.5rL / ��; 2. D.A7 11t4 P A rES &/A/4... /54„6Clt H „ :2 X tlegir # 4494.-/ AJ 1.-V/ 2 0 l� e1. Imo►/ ..� / - 53 , r rl, , U L.- T s ” SEC TION o ' o CITY OF maul APP" n `y AS N;.../ BUILr T I 0 kJ 22 1 F�c F 1 CC.1L RAL NOTES CON: UNIFORM BUILDING CODE -- *! .}-EDITION _.�. LIVE LOADS FLOOR 50 PSF SEISMIC ZOtJE 3 STRUCTURAL NW MISCELLANEOUS STEEL STRUCTURAL STEEL SHALL CONFORM TO-THE FOLLOWING STANDARDS: TUBE COLS. - ASTM LATEST E EDITION OF GRADE 8 (fy= 46,000 PSI); BOLTS - ASTM A307; ALL OTHER STEEL - ASTM A-36 f = R500 O DESIGN, FABRICATION & ERECTION ;HALL BE Its ACCORDANCE WITH S ( 3 PSI). FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS." " AIL WELDING Ai SC SC SHALL CONFORM TO AWS CODES FOR ARC & GAS WELDING IN BLDG. SPEC. ) BE 1,'4" MIN. UNLESS OTHERWISE NOTED, 11ELDItIG ELECTRODES CONSTRUCTION. . ALL WELDS SHALL MANUAL SHIELDED METAL ` -ARC MELDING OR EQUAL ELECTRODE FOR SHALL BE E70XX ELECTRODES FOR Q OR OTHER WELDING rROCESSES, . MISCELLANEOUS STEEL SHALL CONFORM TO ASTM A -36 (fir= 36,000 PSI). WELDS NOT SPECIE SHALL BE 1 /4" CONT. FILLET MIN.. I I ED ALL WELDS TO BE BY CERTIFIED WELDERS. USE FRESH E60 ELECTRODES, MISC. HANGERS TO BE SIt1PSON OR APPROVED EQUAL, ALL HA:IGERS TO BE FASTENED TO WOOD WITH PROPER NAILS -- ALL HOLES SHALL BE NAILED. MACHINE BOLTS TO BE A-307. ANCHOR BOLTS INTO CONCRETE MAY BE PARABOLTS OR APPROVED EQUAL; MIN. EMBEDMENT P R TABLE 26 -G. FAE3FI CATOR MAY INCREASE PLATE SIZE PROVIDED HE COORDINATES THIS WITH L TRADES CONCERNED AND OBTAINS ENGINEER'S APPROVAL. ITH A ALL L TIMBER 2x STUDS H.F. #2 (Fb =1150 PSI REP,) MISC. PLATES & LEDGERS D.F. #2 (Fb -1250 PSI) LUMBER NOT NOTED TO BE D.F. #2 ALL GRADES SHALL CONFORM TO . "WWPA GRADING RULES FOR WESTERN LUMBER" LATEST EDITION. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH, STANDARD CUT WASHERS. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE TREATED. PLYWOOD F.DOR - 3/4" CDX (UE3C IDENT. INDEX 42/20); NAILING SHALL BE AS INDICATED ON PLAN. TRUSSES WOOD TRUSSES TO BE NOTED ON PLAN. MANUFACTURED BY TRUS JOIST CORP, TRUSS SPAN Orrt PLYWOOD NAILING INTO TRUSS CHORD TO BE NOT CLOSER THAN 6" 0/c IN ANY ROW OF NAILS. EQ UAL. �� SEPARATE ROWS BY A MINIMUM OF 1/2 ". BRIDGING & BLOCKING TO BE AS RECOMMENDED ' MANUFACTURER. SEE TRUSS SHOP DRA4JItIGS. � D BY TRUSS TRUSS MANUFACTURER SHALL ADD TRUSSES AS REQUIRED FOR ALL MECHANICAL UNITS AND SUSPENDED PARTITIONS. SPECIAL _ CONDITIONS CONTRALTO SFIALL VERIFY ALL DIMENSIONS IN FIELD AND SHALL PROVIDE AND ADEQUATE SHORING • SHALL BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR OF ALL FIELD CHANGES PRIOR TO INSTALLATION. ALL NOTIFY ENGINEER SHOP DRAWINGS SUBMIT 5 SETS OF SHOP' DRAWINGS FOR APPROVAL PRIOR TO FABRICATION FOR: GLU -LAMS, STRU - TURAL STEEL, MISC. STEEL AND TRUSSES. C INSPECTIONS: CALL ENGINEER FOR INSPECTION OF PLYWOOD DIAPHRAGM ----- PRIOR TO COVERING. cot., / •.3 " x / '' ?Ar3 ""'/ 55 4 f.3v1_7 /w.:__ i / N /c:: / — r ` 4 x / 4- '- - -- -4.) / 4 „ ;CITY OF TUKWILA APPROVED 24 1 i et ocr ai 1983 1110,TED die 0.04 / CYoIj 26 ,VD7 C- PL., /F -. r E`c' (a /5r, z x 4 TY/ A../A / Y' f,/ C.) 7Q ‘ 1.0/5 r:s 1,,,// led c2.- "c r Y SFL'TI�N A ti d 1..5 7",5 e. / 4 7. 2 r� PL ACE F747,457 Oki E G,H r 2 W/4 (QC., 4X ±3 L Etc W/ • r, LI IIII F- 7 Adeci /4,. , Ec 5Lr H- / r (� co 1 o 28 30 / .: Q'f...) F / l-' LrY Ll 13 ,'-7EN T /5 '_ TLC&/ l_ -/ 32 r 2 -, C 5 /04.-/C 61. RECEIVE ya P'' yttllt,"J OAT • r' ttL D,,NO Ilk M fa a N t0 (1) tais I w 0 (D E w o eir)ti 7149 ar Eg Wo) 3 CI al d 3 sheet 8 34 ti. 36 " i I 1 oasp 1 1 revision u iioi . 2 job no. 1 _ unneJp , E -c >1 0 /CD 4C @ 4".f. PL.'S ►MV�::� :) �� N Et...:.:> 7"/ - P',4 r� Q cc oA1 c,,, WA 4. 1,E I 2 N 4- U E w/ " x (_. " SGC TIC:UN H - l o 1.111 iJlli!Illil IIII(i►ill!IIIII IIIJIJJI 11111111011111 NOi'ICE: IF TMIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. 4 / 0 „ /8- . X 4- 47.)//=1c4 7 Y&, E ac;:: EP wNe E P V / , 6 IT ( /l1 r- ; I x /,,5 -7- l lv/ ' 43" U / -1 / �f i ME. Z. Z., /N///,./ V / N Y L L . . ' / M . /x. 45 / 0Ai "7 /.,/ ..5 .5 770 e G: 5 /C. 67. Fv/ � . � - = / c�C) l =- P" r<1 I I PL~ "N r 5 ; rfQt\ L :i i ilI 111 NE .,55 , a' CUT T O L. AD ti.3 i 12 i -> BM , cc �.. r Ea E./ ifr -1 ••■•••••••11111.1..... t „ .5 x Z/ (t /e.„) /9, . TICU •S /oat c � l2" Cbx SHEATH /hlc W/ ALL. e " 7' ,c5 L.C...)c..K �O `.. /c £o;T t /2 ", O.___ 7"' (�., L.1,,, . �.:. A K:. WA 1...t..5 iI 14 i • H. II 16 x CAT F-/ l IQ c: PEA'. MICH 770 i‘4.1 s8 „ SECT /ON _._ NZ - kV 4 r_ . Co., C of # Q) `-`•'/ 55" A,/5. „ x Ste ). � /O ,, /•. ------ ± , /5 7 X 4 /.5rL / ��; 2. D.A7 11t4 P A rES &/A/4... /54„6Clt H „ :2 X tlegir # 4494.-/ AJ 1.-V/ 2 0 l� e1. Imo►/ ..� / - 53 , r rl, , U L.- T s ” SEC TION o ' o CITY OF maul APP" n `y AS N;.../ BUILr T I 0 kJ 22 1 F�c F 1 CC.1L RAL NOTES CON: UNIFORM BUILDING CODE -- *! .}-EDITION _.�. LIVE LOADS FLOOR 50 PSF SEISMIC ZOtJE 3 STRUCTURAL NW MISCELLANEOUS STEEL STRUCTURAL STEEL SHALL CONFORM TO-THE FOLLOWING STANDARDS: TUBE COLS. - ASTM LATEST E EDITION OF GRADE 8 (fy= 46,000 PSI); BOLTS - ASTM A307; ALL OTHER STEEL - ASTM A-36 f = R500 O DESIGN, FABRICATION & ERECTION ;HALL BE Its ACCORDANCE WITH S ( 3 PSI). FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS." " AIL WELDING Ai SC SC SHALL CONFORM TO AWS CODES FOR ARC & GAS WELDING IN BLDG. SPEC. ) BE 1,'4" MIN. UNLESS OTHERWISE NOTED, 11ELDItIG ELECTRODES CONSTRUCTION. . ALL WELDS SHALL MANUAL SHIELDED METAL ` -ARC MELDING OR EQUAL ELECTRODE FOR SHALL BE E70XX ELECTRODES FOR Q OR OTHER WELDING rROCESSES, . MISCELLANEOUS STEEL SHALL CONFORM TO ASTM A -36 (fir= 36,000 PSI). WELDS NOT SPECIE SHALL BE 1 /4" CONT. FILLET MIN.. I I ED ALL WELDS TO BE BY CERTIFIED WELDERS. USE FRESH E60 ELECTRODES, MISC. HANGERS TO BE SIt1PSON OR APPROVED EQUAL, ALL HA:IGERS TO BE FASTENED TO WOOD WITH PROPER NAILS -- ALL HOLES SHALL BE NAILED. MACHINE BOLTS TO BE A-307. ANCHOR BOLTS INTO CONCRETE MAY BE PARABOLTS OR APPROVED EQUAL; MIN. EMBEDMENT P R TABLE 26 -G. FAE3FI CATOR MAY INCREASE PLATE SIZE PROVIDED HE COORDINATES THIS WITH L TRADES CONCERNED AND OBTAINS ENGINEER'S APPROVAL. ITH A ALL L TIMBER 2x STUDS H.F. #2 (Fb =1150 PSI REP,) MISC. PLATES & LEDGERS D.F. #2 (Fb -1250 PSI) LUMBER NOT NOTED TO BE D.F. #2 ALL GRADES SHALL CONFORM TO . "WWPA GRADING RULES FOR WESTERN LUMBER" LATEST EDITION. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH, STANDARD CUT WASHERS. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE TREATED. PLYWOOD F.DOR - 3/4" CDX (UE3C IDENT. INDEX 42/20); NAILING SHALL BE AS INDICATED ON PLAN. TRUSSES WOOD TRUSSES TO BE NOTED ON PLAN. MANUFACTURED BY TRUS JOIST CORP, TRUSS SPAN Orrt PLYWOOD NAILING INTO TRUSS CHORD TO BE NOT CLOSER THAN 6" 0/c IN ANY ROW OF NAILS. EQ UAL. �� SEPARATE ROWS BY A MINIMUM OF 1/2 ". BRIDGING & BLOCKING TO BE AS RECOMMENDED ' MANUFACTURER. SEE TRUSS SHOP DRA4JItIGS. � D BY TRUSS TRUSS MANUFACTURER SHALL ADD TRUSSES AS REQUIRED FOR ALL MECHANICAL UNITS AND SUSPENDED PARTITIONS. SPECIAL _ CONDITIONS CONTRALTO SFIALL VERIFY ALL DIMENSIONS IN FIELD AND SHALL PROVIDE AND ADEQUATE SHORING • SHALL BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR OF ALL FIELD CHANGES PRIOR TO INSTALLATION. ALL NOTIFY ENGINEER SHOP DRAWINGS SUBMIT 5 SETS OF SHOP' DRAWINGS FOR APPROVAL PRIOR TO FABRICATION FOR: GLU -LAMS, STRU - TURAL STEEL, MISC. STEEL AND TRUSSES. C INSPECTIONS: CALL ENGINEER FOR INSPECTION OF PLYWOOD DIAPHRAGM ----- PRIOR TO COVERING. cot., / •.3 " x / '' ?Ar3 ""'/ 55 4 f.3v1_7 /w.:__ i / N /c:: / — r ` 4 x / 4- '- - -- -4.) / 4 „ ;CITY OF TUKWILA APPROVED 24 1 i et ocr ai 1983 1110,TED die 0.04 / CYoIj 26 ,VD7 C- PL., /F -. r E`c' (a /5r, z x 4 TY/ A../A / Y' f,/ C.) 7Q ‘ 1.0/5 r:s 1,,,// led c2.- "c r Y SFL'TI�N A ti d 1..5 7",5 e. / 4 7. 2 r� PL ACE F747,457 Oki E G,H r 2 W/4 (QC., 4X ±3 L Etc W/ • r, LI IIII F- 7 Adeci /4,. , Ec 5Lr H- / r (� co 1 o 28 30 / .: Q'f...) F / l-' LrY Ll 13 ,'-7EN T /5 '_ TLC&/ l_ -/ 32 r 2 -, C 5 /04.-/C 61. 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" 9 • lE4 44 ( r taro' r 11.7300 TA■ .***"" --17 Nay) VJA-Tta, )00:71. eX 16-r ir4 e".7 tirfLo boz..e 05,-0 -4, 64-11 - 1 - 4•4 2 1 - 9 rx464 Mew P19■Nift. NJ 1'f1.ers4A-r‘e C./14.41. . - tin liti"111 APPROVED on AS NOTED ALL. ANN! F'11.-.4 "e•ri fESL.ckep. FLE COPY I • 'fl cppsrvials c.re 047:ssior.s my ,.• , 1•0 4111 14, • will; Ire PAF-44-1.4e..-; i' 1: •9440, UP :.49s.I 57, - TYP.Er ‘2 Kt 4 A" ) 0 co w 0 0 .■• • ■•■■• 1 11•=41 , 1■A •••••••••■ ■••••■■■■.. I ■■•• •■■111110■11■••••■ " A rmota •••■• •■••■••Y■ !W. 4 , • C 82480 I 2,'-r) A r-- ifsi C. • It I E 4. L -r tveie I" , 61r44, _ NN � 0 E ►! r 1„s IrtC# MIN �l 1 1 'or : ►� I �, LEAM•' FIX C ...446 lnJ1N11'' .I - S -v" W1OE X ct? LA► ITI-1 5 ! ILL Ai = J'1,^.. F. F'. - a 41 x I . t �J CtIele2 &N Zx Jodi 5/ S"`;. Y kk. c, aeck,. TT /Ar t° sZL." 1t-1 ATE. a t~ I <10;4 u.L e ve e t U r• ' ►,,�- ;, t 10 N G L. tfACA N(,,t I q.1 • ' - r6 T M i,J 4 1. AT IJC, 0 1-: Z. c., E 1\1 N (r r/ Fr.,.Me, H E/fl HEi , °r I<> ARA& Ir L t.. 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NC., t-' Eg ISTI NC.L •fc.Tl T , " I • cI' 1 P, LAM. 47.44A cAtitier VE RJ P GI.EiS, FIyC 61'1..°A Iki I. , t FrAtrEi. !mil I Ni rk E4 E i 4ar w ° W I 1z VC) fir TI j —'N h F f- E: L ...,. V4d 1K cr4_P5. T 1% 4 1 -c HAIr 16E. A 11 11H14. ' 1-06.1r:. i ) PAVE.. S 1 PSI 1 !r✓S.I' R-14 c � 'ZUNI e 1 • r V ' 1 Ex IT C ' NG, 0 'RECEIVED X11 - univi OCT 12 33` BLA :4Mal or fit---r-Ti .', . ;, --►'j H 'f Plr I F E /k g...504 G.. AREA 2 He) I' � HEAT I I~I 1~ iz.e. } EAT+ EVE i;;,k /,4..4 I ;`1" . c: .t-4117::* L. AT C� Frt'_. .11. -tT fiyT,3 t . I L 44 Al F t' I I I� k):-"2 �tZ4M 1 LA.I 1 N 9c-/ +e.1. 1I f' . k EAQ HI I(. t-+T 41 L.L, /T • 2 1412 G ?P5P (6E O It 1. J .11 1 1 111 111 1 1 I 4 NOTICE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. TvIL6"t vIvIS { i 0 6 1 i i 8 C?"‘" t 1... 0 i i r i I 12 0 I� 14 i i 16 LTRIE7.1 r VAIN enFFI ,5.. Att.,EA 20 i 22 C CITY OF TUKWILA APPROVED -OCT ;-' x 1983 AS NOTED . Butt Dl 3 DEPT. 24 I 4L DiijL OiHL-4. OH [....6.4H • 26 �l 28 30 32 34 0 /CD 4C @ 4".f. PL.'S ►MV�::� :) �� N Et...:.:> 7"/ - P',4 r� Q cc oA1 c,,, WA 4. 1,E I 2 N 4- U E w/ " x (_. " SGC TIC:UN H - l o 1.111 iJlli!Illil IIII(i►ill!IIIII IIIJIJJI 11111111011111 NOi'ICE: IF TMIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. 4 / 0 „ /8- . X 4- 47.)//=1c4 7 Y&, E ac;:: EP wNe E P V / , 6 IT ( /l1 r- ; I x /,,5 -7- l lv/ ' 43" U / -1 / �f i ME. Z. Z., /N///,./ V / N Y L L . . ' / M . /x. 45 / 0Ai "7 /.,/ ..5 .5 770 e G: 5 /C. 67. Fv/ � . � - = / c�C) l =- P" r<1 I I PL~ "N r 5 ; rfQt\ L :i i ilI 111 NE .,55 , a' CUT T O L. AD ti.3 i 12 i -> BM , cc �.. r Ea E./ ifr -1 ••■•••••••11111.1..... t „ .5 x Z/ (t /e.„) /9, . TICU •S /oat c � l2" Cbx SHEATH /hlc W/ ALL. e " 7' ,c5 L.C...)c..K �O `.. /c £o;T t /2 ", O.___ 7"' (�., L.1,,, . �.:. A K:. WA 1...t..5 iI 14 i • H. II 16 x CAT F-/ l IQ c: PEA'. MICH 770 i‘4.1 s8 „ SECT /ON _._ NZ - kV 4 r_ . Co., C of # Q) `-`•'/ 55" A,/5. „ x Ste ). � /O ,, /•. ------ ± , /5 7 X 4 /.5rL / ��; 2. D.A7 11t4 P A rES &/A/4... /54„6Clt H „ :2 X tlegir # 4494.-/ AJ 1.-V/ 2 0 l� e1. Imo►/ ..� / - 53 , r rl, , U L.- T s ” SEC TION o ' o CITY OF maul APP" n `y AS N;.../ BUILr T I 0 kJ 22 1 F�c F 1 CC.1L RAL NOTES CON: UNIFORM BUILDING CODE -- *! .}-EDITION _.�. LIVE LOADS FLOOR 50 PSF SEISMIC ZOtJE 3 STRUCTURAL NW MISCELLANEOUS STEEL STRUCTURAL STEEL SHALL CONFORM TO-THE FOLLOWING STANDARDS: TUBE COLS. - ASTM LATEST E EDITION OF GRADE 8 (fy= 46,000 PSI); BOLTS - ASTM A307; ALL OTHER STEEL - ASTM A-36 f = R500 O DESIGN, FABRICATION & ERECTION ;HALL BE Its ACCORDANCE WITH S ( 3 PSI). FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS." " AIL WELDING Ai SC SC SHALL CONFORM TO AWS CODES FOR ARC & GAS WELDING IN BLDG. SPEC. ) BE 1,'4" MIN. UNLESS OTHERWISE NOTED, 11ELDItIG ELECTRODES CONSTRUCTION. . ALL WELDS SHALL MANUAL SHIELDED METAL ` -ARC MELDING OR EQUAL ELECTRODE FOR SHALL BE E70XX ELECTRODES FOR Q OR OTHER WELDING rROCESSES, . MISCELLANEOUS STEEL SHALL CONFORM TO ASTM A -36 (fir= 36,000 PSI). WELDS NOT SPECIE SHALL BE 1 /4" CONT. FILLET MIN.. I I ED ALL WELDS TO BE BY CERTIFIED WELDERS. USE FRESH E60 ELECTRODES, MISC. HANGERS TO BE SIt1PSON OR APPROVED EQUAL, ALL HA:IGERS TO BE FASTENED TO WOOD WITH PROPER NAILS -- ALL HOLES SHALL BE NAILED. MACHINE BOLTS TO BE A-307. ANCHOR BOLTS INTO CONCRETE MAY BE PARABOLTS OR APPROVED EQUAL; MIN. EMBEDMENT P R TABLE 26 -G. FAE3FI CATOR MAY INCREASE PLATE SIZE PROVIDED HE COORDINATES THIS WITH L TRADES CONCERNED AND OBTAINS ENGINEER'S APPROVAL. ITH A ALL L TIMBER 2x STUDS H.F. #2 (Fb =1150 PSI REP,) MISC. PLATES & LEDGERS D.F. #2 (Fb -1250 PSI) LUMBER NOT NOTED TO BE D.F. #2 ALL GRADES SHALL CONFORM TO . "WWPA GRADING RULES FOR WESTERN LUMBER" LATEST EDITION. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH, STANDARD CUT WASHERS. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE TREATED. PLYWOOD F.DOR - 3/4" CDX (UE3C IDENT. INDEX 42/20); NAILING SHALL BE AS INDICATED ON PLAN. TRUSSES WOOD TRUSSES TO BE NOTED ON PLAN. MANUFACTURED BY TRUS JOIST CORP, TRUSS SPAN Orrt PLYWOOD NAILING INTO TRUSS CHORD TO BE NOT CLOSER THAN 6" 0/c IN ANY ROW OF NAILS. EQ UAL. �� SEPARATE ROWS BY A MINIMUM OF 1/2 ". BRIDGING & BLOCKING TO BE AS RECOMMENDED ' MANUFACTURER. SEE TRUSS SHOP DRA4JItIGS. � D BY TRUSS TRUSS MANUFACTURER SHALL ADD TRUSSES AS REQUIRED FOR ALL MECHANICAL UNITS AND SUSPENDED PARTITIONS. SPECIAL _ CONDITIONS CONTRALTO SFIALL VERIFY ALL DIMENSIONS IN FIELD AND SHALL PROVIDE AND ADEQUATE SHORING • SHALL BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR OF ALL FIELD CHANGES PRIOR TO INSTALLATION. ALL NOTIFY ENGINEER SHOP DRAWINGS SUBMIT 5 SETS OF SHOP' DRAWINGS FOR APPROVAL PRIOR TO FABRICATION FOR: GLU -LAMS, STRU - TURAL STEEL, MISC. STEEL AND TRUSSES. C INSPECTIONS: CALL ENGINEER FOR INSPECTION OF PLYWOOD DIAPHRAGM ----- PRIOR TO COVERING. cot., / •.3 " x / '' ?Ar3 ""'/ 55 4 f.3v1_7 /w.:__ i / N /c:: / — r ` 4 x / 4- '- - -- -4.) / 4 „ ;CITY OF TUKWILA APPROVED 24 1 i et ocr ai 1983 1110,TED die 0.04 / CYoIj 26 ,VD7 C- PL., /F -. r E`c' (a /5r, z x 4 TY/ A../A / Y' f,/ C.) 7Q ‘ 1.0/5 r:s 1,,,// led c2.- "c r Y SFL'TI�N A ti d 1..5 7",5 e. / 4 7. 2 r� PL ACE F747,457 Oki E G,H r 2 W/4 (QC., 4X ±3 L Etc W/ • r, LI IIII F- 7 Adeci /4,. , Ec 5Lr H- / r (� co 1 o 28 30 / .: Q'f...) F / l-' LrY Ll 13 ,'-7EN T /5 '_ TLC&/ l_ -/ 32 r 2 -, C 5 /04.-/C 61. RECEIVE ya P'' yttllt,"J OAT • r' ttL D,,NO Ilk M fa a N t0 (1) tais I w 0 (D E w o eir)ti 7149 ar Eg Wo) 3 CI al d 3 sheet 8 34 ti. 36 " i I 1 oasp 1 1 revision u iioi . 2 job no. 1 _ unneJp , E -c >1 0 /CD 4C @ 4".f. PL.'S ►MV�::� :) �� N Et...:.:> 7"/ - P',4 r� Q cc oA1 c,,, WA 4. 1,E I 2 N 4- U E w/ " x (_. " SGC TIC:UN H - l o 1.111 iJlli!Illil IIII(i►ill!IIIII IIIJIJJI 11111111011111 NOi'ICE: IF TMIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. 4 / 0 „ /8- . X 4- 47.)//=1c4 7 Y&, E ac;:: EP wNe E P V / , 6 IT ( /l1 r- ; I x /,,5 -7- l lv/ ' 43" U / -1 / �f i ME. Z. Z., /N///,./ V / N Y L L . . ' / M . /x. 45 / 0Ai "7 /.,/ ..5 .5 770 e G: 5 /C. 67. Fv/ � . � - = / c�C) l =- P" r<1 I I PL~ "N r 5 ; rfQt\ L :i i ilI 111 NE .,55 , a' CUT T O L. AD ti.3 i 12 i -> BM , cc �.. r Ea E./ ifr -1 ••■•••••••11111.1..... t „ .5 x Z/ (t /e.„) /9, . TICU •S /oat c � l2" Cbx SHEATH /hlc W/ ALL. e " 7' ,c5 L.C...)c..K �O `.. /c £o;T t /2 ", O.___ 7"' (�., L.1,,, . �.:. A K:. WA 1...t..5 iI 14 i • H. II 16 x CAT F-/ l IQ c: PEA'. MICH 770 i‘4.1 s8 „ SECT /ON _._ NZ - kV 4 r_ . Co., C of # Q) `-`•'/ 55" A,/5. „ x Ste ). � /O ,, /•. ------ ± , /5 7 X 4 /.5rL / ��; 2. D.A7 11t4 P A rES &/A/4... /54„6Clt H „ :2 X tlegir # 4494.-/ AJ 1.-V/ 2 0 l� e1. Imo►/ ..� / - 53 , r rl, , U L.- T s ” SEC TION o ' o CITY OF maul APP" n `y AS N;.../ BUILr T I 0 kJ 22 1 F�c F 1 CC.1L RAL NOTES CON: UNIFORM BUILDING CODE -- *! .}-EDITION _.�. LIVE LOADS FLOOR 50 PSF SEISMIC ZOtJE 3 STRUCTURAL NW MISCELLANEOUS STEEL STRUCTURAL STEEL SHALL CONFORM TO-THE FOLLOWING STANDARDS: TUBE COLS. - ASTM LATEST E EDITION OF GRADE 8 (fy= 46,000 PSI); BOLTS - ASTM A307; ALL OTHER STEEL - ASTM A-36 f = R500 O DESIGN, FABRICATION & ERECTION ;HALL BE Its ACCORDANCE WITH S ( 3 PSI). FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS." " AIL WELDING Ai SC SC SHALL CONFORM TO AWS CODES FOR ARC & GAS WELDING IN BLDG. SPEC. ) BE 1,'4" MIN. UNLESS OTHERWISE NOTED, 11ELDItIG ELECTRODES CONSTRUCTION. . ALL WELDS SHALL MANUAL SHIELDED METAL ` -ARC MELDING OR EQUAL ELECTRODE FOR SHALL BE E70XX ELECTRODES FOR Q OR OTHER WELDING rROCESSES, . MISCELLANEOUS STEEL SHALL CONFORM TO ASTM A -36 (fir= 36,000 PSI). WELDS NOT SPECIE SHALL BE 1 /4" CONT. FILLET MIN.. I I ED ALL WELDS TO BE BY CERTIFIED WELDERS. USE FRESH E60 ELECTRODES, MISC. HANGERS TO BE SIt1PSON OR APPROVED EQUAL, ALL HA:IGERS TO BE FASTENED TO WOOD WITH PROPER NAILS -- ALL HOLES SHALL BE NAILED. MACHINE BOLTS TO BE A-307. ANCHOR BOLTS INTO CONCRETE MAY BE PARABOLTS OR APPROVED EQUAL; MIN. EMBEDMENT P R TABLE 26 -G. FAE3FI CATOR MAY INCREASE PLATE SIZE PROVIDED HE COORDINATES THIS WITH L TRADES CONCERNED AND OBTAINS ENGINEER'S APPROVAL. ITH A ALL L TIMBER 2x STUDS H.F. #2 (Fb =1150 PSI REP,) MISC. PLATES & LEDGERS D.F. #2 (Fb -1250 PSI) LUMBER NOT NOTED TO BE D.F. #2 ALL GRADES SHALL CONFORM TO . "WWPA GRADING RULES FOR WESTERN LUMBER" LATEST EDITION. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH, STANDARD CUT WASHERS. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE TREATED. PLYWOOD F.DOR - 3/4" CDX (UE3C IDENT. INDEX 42/20); NAILING SHALL BE AS INDICATED ON PLAN. TRUSSES WOOD TRUSSES TO BE NOTED ON PLAN. MANUFACTURED BY TRUS JOIST CORP, TRUSS SPAN Orrt PLYWOOD NAILING INTO TRUSS CHORD TO BE NOT CLOSER THAN 6" 0/c IN ANY ROW OF NAILS. EQ UAL. �� SEPARATE ROWS BY A MINIMUM OF 1/2 ". BRIDGING & BLOCKING TO BE AS RECOMMENDED ' MANUFACTURER. SEE TRUSS SHOP DRA4JItIGS. � D BY TRUSS TRUSS MANUFACTURER SHALL ADD TRUSSES AS REQUIRED FOR ALL MECHANICAL UNITS AND SUSPENDED PARTITIONS. SPECIAL _ CONDITIONS CONTRALTO SFIALL VERIFY ALL DIMENSIONS IN FIELD AND SHALL PROVIDE AND ADEQUATE SHORING • SHALL BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR OF ALL FIELD CHANGES PRIOR TO INSTALLATION. ALL NOTIFY ENGINEER SHOP DRAWINGS SUBMIT 5 SETS OF SHOP' DRAWINGS FOR APPROVAL PRIOR TO FABRICATION FOR: GLU -LAMS, STRU - TURAL STEEL, MISC. STEEL AND TRUSSES. C INSPECTIONS: CALL ENGINEER FOR INSPECTION OF PLYWOOD DIAPHRAGM ----- PRIOR TO COVERING. cot., / •.3 " x / '' ?Ar3 ""'/ 55 4 f.3v1_7 /w.:__ i / N /c:: / — r ` 4 x / 4- '- - -- -4.) / 4 „ ;CITY OF TUKWILA APPROVED 24 1 i et ocr ai 1983 1110,TED die 0.04 / CYoIj 26 ,VD7 C- PL., /F -. r E`c' (a /5r, z x 4 TY/ A../A / Y' f,/ C.) 7Q ‘ 1.0/5 r:s 1,,,// led c2.- "c r Y SFL'TI�N A ti d 1..5 7",5 e. / 4 7. 2 r� PL ACE F747,457 Oki E G,H r 2 W/4 (QC., 4X ±3 L Etc W/ • r, LI IIII F- 7 Adeci /4,. , Ec 5Lr H- / r (� co 1 o 28 30 / .: Q'f...) F / l-' LrY Ll 13 ,'-7EN T /5 '_ TLC&/ l_ -/ 32 r 2 -, C 5 /04.-/C 61. RECEIVE ya P'' yttllt,"J OAT • r' ttL D,,NO Ilk M fa a N t0 (1) tais I w 0 (D E w o eir)ti 7149 ar Eg Wo) 3 CI al d 3 sheet 8 34 ti. 36 " i I 1