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HomeMy WebLinkAboutPermit M97-0110 - BOEING #9-04City of Tukwila Permit No: M97 -0110 Type: B -MECH Category: NRES Address: 9303 EAST MARGINAL WY S. Location: Parcel #: 562420 -1032 Contractor License No: BOEINC*294ML Permit Descript':ion: . RELOCATE.,(1) EXHAUST FAN, RATED TO 1600 CFM:. UMC Edition 1994 Permit :Center Authorized Signature MECHANICAL PERMIT TENANT BOEING #9 -04 9303 EAST MARGINAL WY S, TUKWILA WA 98168 OWNER BOEING PO BOX 3707 - M/S 1F-09, SEATTLE WA 98124 CONTRACTOR BOEING COMPANY P.O. BOX 3707,'' M/S _IF -09, SEATTLE, WA .98124 CONTACT GARY TALLER BOX 3707, SEATTLE'; WA 98124 Valuation: Total Permit Fee: Phone: 544 -2875 (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Status: ISSUED Issued: 08/21/1997 Expires: 02/17/1998.' ********************************************** * * *4i * * * * * * * * * * * * * * * * * * * * * * * ** ,000.00 54.69 ******** * * * * * * * * * * * * * * * * * * * ** 'Date • I hereby: certify that I have read and examined. this permit and:know the same to he true and correct. A11 provisions of law and ordinances" governing this work will be complied with, whether specified herein or not. The grant :ing'of :this permit does not presume to give authority to violate or cancel :'the;pr.ovisions of any other state or local laws regulating construction or the performance of work. I am'authorized to sign for and obtain this ,building p - Date 11617 Title: 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. Project Namerlenant: (� Description o words Iabe (10(18.: �� flt t , x o.lti s c' r h ect feat 1_600 c (=M Will there be storage of flammable /combustible hazardous material Attach list of materials and storage location on separate 8 1/21 Value of Construction: Site Address: ' 02 , Mar , t.. , -S q - 0 C l y .,fate /Zip: I r Tax Parcel Number: E NTi;I - 602 H 0 - to .�, Property Owner: THE BOEING COMPANY City/State/Zip: Phone: 206- 544 -2975 Street Address: P.O. BOX 3707 M/S 46 - 87 Seattle, WA City State /Zip: 98124 Fax iI: • 206 544 - 2854 Contact Person: Gary Taller Phone 206 - 544 - 2975 Street Address: P.O. BOX 3707 M/S 46 -87 Seattle, WA City State /Zip: 9t3124 Fax It: 206- 544 -2854 Contractor: e - kv\ City Slate /Zip: Phone: Fax It: Street Address: J Architect: Phone: Street Address: City Slato /Zip: Fax II: Engineer: f 011 Phone: 4.0.55.--.6.3/ Street Address: City Slate /Zip: Fax It: t ;„ s'y :II litiA ROPN lUl NEWE�IVIA.N.�� 0 ; �Uk.` EU?0.UY :V 0eleAJV .... �.ii�: : e yy... .ck e .. 0 .... - - ...n .. ...._.....a.t .......... ... 1 ............dam.... ....�.. . � .... ...tl .. 3. ,....., .., f.. .a ,.. .� . Description o words Iabe (10(18.: �� flt t , x o.lti s c' r h ect feat 1_600 c (=M Will there be storage of flammable /combustible hazardous material Attach list of materials and storage location on separate 8 1/21 In the building? yes ❑ no X or lndicatin��uua ties & Material Salety Data Sheets U Bulkhead /Docks LJ Commercial Reroof Mechanical ❑ Manufactured t-lousing- Replacement only ❑ Temporary Pedestrian Protection /Exit Systems ❑ Above Ground Tanks ❑ Antennas /Satellite Dishes ❑ Demolition ❑ Fence ❑ Parking Lots ❑ Relaining Walls ❑ Temporary Facilities ❑ Tree Culling .,MoN,NHL.Yi ,5EF.l,y108(tgibliINC S..51:7r �; ,:1, '' ;. .-.i, ttal[y,��(}{� �t � , r,." '... i JJ•...r At, l'. ..'C. �).���..•)ti ..,,���1•'7.H�i��l�),�it 1' r1; ttt'... t�� ' _' ' Name: Phone: Address: City/State/Zip: 0 Water 0 Sewer 0 Metro 0 Standby Name: Address: Date applic lion accepiod: MISCPMT,DOC 7/11/96 CITY OF Tf 'KWILA Permit Center 6300 Soulhcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 - 3670 ob It i70 0S4 ofl LJ Channelization /Striping ❑ Flood Control Zone ❑ Landscape Irrigation ❑ Storm Drainage ❑ Water Meter /Exempt 1# ❑ Water Meter /Permanent it ❑ Water Meter Temp ft ❑ Miscellaneous Onto application ex ices: FO: TAFF USE ONLY Miscellaneous Permit Application Application and plans must be complete In order to be accepted for plan review. RECEIVED Applications will not be accepted through the mall or facsimile. CITY OF TUKWILA ❑ Curb cut /Access /Sidewalk Flre Loop /H (main to vault)il: ❑ Land Altering: O Cut cubic yards 0 Fill _.__..cubic yards 0 sq. ft.grading /clearing ❑ Sanitary Side Sewer II: ❑ Sewer Main Extension 0 Private 0 Public ❑ Street Use ❑ Water Main Extension 0 Private 0 Public 0 Deduct 0 Water Only Size(s): Size(s): Size(s : Est. quantity: gal Schedule: Li Moving Oversized Load/Hauling • t, City /State /Zip: Phone: Size(s): Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewers and Is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan flevlew - Applications for which no permit Is Issued within 180 days following the date of application shall expire by limitation. Tho 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 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Applicatl icon hy: (initials) 13 UILDiNG OWNEFI'OR AUTH•RiZ r, AGENT: ''' r ; "'. Signature: t Elk T/1 _L ER CI ,! (1 ' -i 1 ) x. k•11.9i� i ! i • �l ?� = rl 1 ; ;(t t t .. ' . �� +1t�' `, tr;, • ; Qlwnlrigs /C•�fiQ�tes .`r No slJna�e ��, _ t r� tt , ,fsf �.:} ,< ., :r:r>:.;;r�:.; , [ Data: (C4( ...4 Phone: 54. - 2975 7 Print name: GARY Fax ii: 544 -2854 Address: P.O, 130X 3707 M/S 46 -87 Cil /Stale /Li p : SeaLLle 3 WA 98124 ❑ SUBMIT APPLICATION AND REQUIRED CHECKLISTS FOR • 1:. •'J 1F.' 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M r l.(RP i i fa mm r. l�l �� ,f ' G an pualP+ g4 o k 'R r i ' r fi �' ) ! ! I' s #r t 1 ' ' r .. � i z'.; 11 :'I;l i 17 • i l q 4t., :t < kli fii�t!1'14 . . i i , < : ?��x�r'f•!l: a`�'. ,, CI :r. .l<.. "1 o- � • ` :+ =1 �ti r y.:+:•S' �t; °�2J'Gb , !!': TyC 4:601.a414 �t'.Iio JI(t 121 INSIP-�. NJA'•QNLy ! A a < . , +{ r' ;.r ,. ), q � t #� ' t f •. f . t .. ={ }. . Jr.. r U y, t�q: frl ��• ! "' tl C.l�f i:F ' Mov ir jg.O v er s ized t:oaclllia r : r t si . . .,.. 'i41 `:i': "81}yl•'(' � •` t $ trhmit'ct�i �(ils 1 s t t .�lrts' t' �a t it Z t ,. ❑ 1 •'�: t },, f i if ii . 1, h t1 Parking�t -ot$' ri ��'1,�t ti' �! v , .P :, �,,' „ 1 .1 11 1 : Residpntiai'9erooj Fxe ex0 R If t( r., 9yre', 1ci e e al ddso a itio • d + " fIP 1 ' oa 0, b .r .p r r•r i t3 If ' ? d I 1 ' ;, . . f 1 1 , ,/� i !St? { �'�ilst'f1i jf1,+'�y � • „ ' „ . •:.;, 1,1. r, rpt 0 R00,ld dt I 9r 11.;''"' + !. ; s : • ' ., M =f • r . #, ' SUbrl1if; c: liaclilistr�#rNot >r $ i i� cs e ,. (I 4l',t ' > pi,s 11r`T s 1.2lrlit , 1 t N ; f,' ,1•ri ''V• f . :ti LU;r' 1: 1 k}4. :P.' 1 !' j tt : r, l,,.f,.:t.ir s''`�,dl:iti l ❑ El pets plug ,Wa „O ar.'h�fe0 in height .. t • Y t r' tl •, r 1.��,l `i!e I t' t .') :'; .. 1 . ' �s 3t' }� � ii � k i TPm{ p'rary FacNitfes ; r t t ^ i i . i,} { 1 j1 . ' at Y , r r o S flhfnit ,;,; :: "t{.'. ii � ''..'' .'Q'} "" {I;1+,,'i • N � ,.,,, Sul4 pnl chQ.[( F ' ,• t s • .fl`it,,li..l', : I 1, N :tM ., ' ❑ ,;� l.. ; ..a,;L;'r,i 7i, T r a e o ect o empp a rY'P 0 on.r Rr t f ri/P.Xi a jy , s +, �,' '' ; . s „ ,. ;,.' Y •, T 'r':+ # !;i. ,t n ,Tree'Cutt n „1 ,r i �•' •; u b t <I s Q . , , ,. 2 S i m1 �ah'Qal i�t', N �Mr�, .:� ALL MISCELLANEOU 1 RMIT APPLICATIONS MUST BE S ITTED WITH THE FOLLOWING: t ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED ➢ ARCHITECTURAL DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED ARCHITECT ➢ STRUCTURAL CALCULATIONS AND DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED STRUCTURAL ENGINEER ➢ CIVIL/SITE PLAN DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED CIVIL ENGINEER (P.E.) ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Btlllding /At■tilorized Agejt( 11 the applic {it is atherillcn :t/ie nkyno.r; ta onrjinoer cQ fl(r alor!(,c0Npd by the State of Washington, a notarized tenor Pram tho properly owfror riulllori Tog • tlto agent to submit this porrni(appliaA /op and obtain ilia permit will bo roqulrad as part of this submittal. ' i HEREBY CERTIFY THAT HAVE READ AND EXAMINED THIS APPLICATION AND KNOW TiE SAME TO BE TRUE UNDER PENALTY OF PEi7JURY r31' THE LAWS OF TIIE STATE OF WASHINGTON, AND 1 Am AUTHORIZED TO APPLY FOR 'THIS PERMIT. M1SC1'MT.1)OC 7/11/96 Address: 9303 EAST MARGINAL f. Su1tes Tenant: BOEING . #9.. -04 Type: 8 -MECH Parcel # ; 562420 1032 ermi t. No: M97-0110 Status: ISSUED Applied: 08/11/1997: Issued: 08/2.1/19.97 ****' k'*.*• k �Ir****' k****• k* i* r*• k• k***** k*****' k**- k***' k' k.*' kik• k• k' k• k* 'k** *'k*•k'k***'k.***•k'k**k* .• • • it' Conditians: No changes wi 1 1 be made to the plans unless approved by the.. Architect ors: Engineer and the Tc�kwi i.a Building Division. All ,permi inspectlon<< r45cor4, arc approved plans shat 1 be avai` lab le at the j,ob site'`'pri.or to the` sbart` any con "structi on . These dcicirments ar ~e to, be . ma i nt ' ned' ava i l:- able. until final inspection 'a{i'prova1 is granted . ..All construot to be `'done in — conformance ,with approved planns> and. e the :Uniform Eu'ld fade `'(11994 Edition),: as. arnende'd.,' °Uni form Mechani`ca�l�:-Code' (1994 E dition) , and Washington,, Sta Energy, e (1994 Edition • Validity of 'Petri t. ::) ssuance .of, a permit : or:' apprava p1ans,,i, cat io'ns, an;d�''computations shall not be, con- strue,d,,rto��-`be a permit,, for', or an . approval of; arty violeti of` a; of the p, of the ,bui iding code or' of 'other tordif ance, of tti;e :•jur1s i,iction:: No permit presuming .t e s. giver( utl�or� ,ty:''to viola'te- , ot' , 1.cancel the provisionstof this code;: sha 1 1 be va 1 a: MAN'(U RS; :` INSTALLATION iINSTRUCTIONS.•••REOUIRED ON 'SITE, FOR• iTHE BUILDING INSPECTORS?.\REVIEW:. "' . E.1 c� rica1 •pe,�rmi,t,s- ''"shal,l be \ obtained. thr ~ough the Washington St O Dpit of Labor and , `ndus�t''r,.,i'es and` all elect }rical t ' wor i wi 11 "die �1 nsp`e c t e'd �by that ege.n'c`y X248- 6630). R e atif 1y acces3ible access to roof "e'quipment 4 s , cif ?'T £�c*b,NFroP.. cOp'1 PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER PROJECT NAME DEPARTMENT: WILDING ,DIVISION HOC ( G M-119 (9 PUBLIC WORKS nn c 3 - W -C I DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE CZ NOT COMPLETE COMMENTS • REVIEWERS INITIAL REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE -F M 1 - 1 - FIRE PREVENTION Pwc «1 STRUC TUES /TTIURS ROUTING: PLEASE ROUTE E NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF I l (If routed by staff, make copy to master file & enter Sierra.) APPROVALS OR CORRECTIONS: (ten, days) APPROVED l l APPROVED W/ CONDITIONS CORRECTION DETERMINATION: APPROVED n APPROVED W/ CONDITIONS DATE DATE I1 DATE DATE S-1t -- PLANNING IVISION for+ 7 PERMIT COORDINATOR a DUE DATE 8- NOT APPLICABLE DUE DATE a - Z(O ^ 9 NOT APPROVED (attach comments) E DUE DATE NOT APPROVED (attach comments) Q (Cerditcarioa of occupancy required. ) Proj t: , 0 Type of in ectio Ad '� � � ( , h Date called: 0 _ 7 ci ,-, Special instructions: Date wanted: : m /0 P%- - 11 p.m. Requester PhoneN 5, i 1fr -r.. INSPECTION RECORD I ( . Retain a copy with permit INSPECTION NO: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 i-- �"� -�31 -3670 L\, • C Approved per applicable codes. MI M E NTS: 1 1 Receipt No.: $42,00 REINSPECTION FEE REQUIRED, Prior to in pection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. I Date: 0110 - NO. Corrections required prior to approval. Proje• _ ! r Type of i piec "on: A r s 0 - 3 G , yv1 -iN Date called: t 01 Date wanted: 0 ' a . Special instructions: g , '.? U iluil Requester: Pho ) 3.7 » (19,(10,v INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: INSPECTION RECO ') Retain a copy with p .sit pproved per applicable codes. PERMIT NO. (206) 431 -3670 Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior. to In pection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ii *** * * **drk*4**1(4**!ii****• Lek *k* * *Mk*A**kA ******A **A*4•k•k A *k ** Ty OF .T.UKWILA, WA N O TRANSMIT ** *` *k * *kAAk*k ** * 4*' kil** *k * *.ae ** k**k*, ** * * ** k*** * * **k RANSMIT"Numbe.nr T9700630 Amount: 54.69 08/21/97 09. :50 Pavmc:ntAle.thod: CASH 'Notation: HOEING • - Inita S.LII Pe'rri No M 97 -0110, Type: fi -MI:CH MECHANICAL PERMIT Parcel .No :. ;b2.420. -1032. Site Ada-res,s' 'x303 CAST MARGINAL WY S Total Fes: 54.69 This Payment 54.69 . Total ALL Pints: 54.69 Balance: .00 *A• * **kk * * **** * *. **k. *k ** * * * * *** k* ** * *hA* *kk* * **k * ** *kk* *kkk **k• _ Arpount:Cgde Descri 000/3.45..830 PLAN CHECK( -- NONRCS 000/322.100 MECHANICAL .- "NC)NRES Amount .10.94 43.75 3 01/21 97±7 TOTAL 54.69 READY FOR ISSUANCE $ 54, (09 BALANCE DUE YES STATE CONTRACTORS LICENSE ' .: • UIRED? IS THIS CONTRACTOR IN THE SYSTEM? NO APPLICANT CQNTACTJ D DATE CALLED CALLED BY MGR, J , a J * REVISED DATE - e/477-7/v6- ` l r/icie ik CHECK 02. Vey AIR rim 1 APR .BOE/A/G • s opp ; - n-h5 J 04 /N VoL loVS / ,'tV 5�;�9ZG/�77A1/ g2/Air G oi/o101 712 7, .c_r onv 2 40 �b 4- ©F 0-o eif '' /11,- O C7 zV IcAv /W/S C /.9-77 o/v "P/4- /8 c7A- VaG C. Zs PrTz - P L � pS/= " /v1l%-7 �•�` 7 P - 1 ice' tuc4- (8c0,4- D.OvC(i" ft ► 2') -76" / 283 %v> lb 1 y3A" /0.6- Ii /Pr- 0/) 7-= 5Y " l /b / C', 3•? ' Itiv) Svl PPOPT ivItyme cat e »'mi1ST QPPA/ Wc' , mss JIo /S?s FILE. COPY 040.,41. •^... CITY � �I�U, \WC u �P AUG 2 0 '1997 . ...-.-.-•'"".... , - mo w . ,_,,,... -...- �3 1t..111NG DIVISION 73 it RECVED CITY OF TUKWILA • f PERMIT CENTER EN "' J &Aar 7/240 REVISED DATE p L -7 e T p, c1C-I IrY I 2 / !I CHECK M9- 7f ) `� API API Bwdv %1i'::;s; r, +'. R`6J,:: iilF!". J„ r+'. x A;.`:: rSTSOt✓ cnvn .+a`.u.<w....ew..w..«......:.. • • v %.- vv `nl �p = l 3. I ( /G / mat 4- ►ki 2 i /F7 al te a_lbI ti( G,s' /3 bbl TbT A- L/J L 52, I 1 /r-7- Tv IA) = 1 S /4 y eaLa 24 f p oP .- tv s7eL ■JOiS7 pzbf 62016 1 20 6,4, 7YPC— z . 2 /. s , X35, I ce,1L Z 4 G, �9 ! 2..g5 Ps I . S It)/ ENCR. J . tows 7/ 7 REVISED DATE I 700 t . 3 / CNECK /'y4 ��, APR APR BOOZAW cA- ENGR. , j 4 50i KS lffM'g7 REVISED DATE 11(20 C a, 4/ CHECK ! Y "1/7 2 AIR AIR BOE/A/G t4 �C�i ;» iii�K:�)a�.ioi�t5"efaro•�kA. •.rMrMva�a.+�..i.�w,« nl R11n1 •�. n/,n AIM / 401-1,(J w — 2IgI IA • i t �' 6 �''�- (3iis' ') l == 423 g M = i = z 14t. ?9. ( ')� 4 ► es it lb- r' - / oc,v _ wQ� — 3 1 / F' � rya 1 16 /r- 7 -- (3 9.5 ') / M -L 6 65-4 � � 781 147 Pr 42, Gas 16- Pr g 772 7-741, = 2 6c6 7, .,L 42$5 16 45o G 6 45)6 u° 13o t�' Cr 70, 406 GAZ7Y L MPOseD LoAPS _713b ,gyp/ 4o E, ' Fr oPrJ we mu ss 4 - co iP 4u I JOIST i 8K1 I DESIGNATION I 10K1 i 12K1' 12K31 ! 12K5 14K1I 14K3! 14K4I 14K6 ! i 16K2 16K3 16K4 I 16K5 ; 16K6 16K7 116K9 I i DEPTH (IN.) i B 10 12 I 12 12 14 14 ! 14 I 14 16 I 16 16 16 16 I 16 16 I APPROX, WT. I 5,1 (Ibs. /ft.) 5.0 5.0 ' 5.7 7.1 i 5.2 ; 6.0 6.7 ; 7.7 i 5.5 6.3 7.0 • 7.5 . 8.1 8.6 I 10.0 i SPAN (ft.) I I 1 ! I I 8 i 550 1 1 550 9 i 550 i 550 t I 10 550 550 i I I 480 550 11 532 550 i I I 377 542 12 444 550 550 • 550 ! 550 286 455 550 550 550 13 377 479 550 ' 650 ' 550 225 363 510 , 510 ' 510 14 ! 324 412 500 550 ' 550 550 550 550 ' 550 179 289 425 462 ; 463 550 550 550 , 55C 15 281 358 434 ' 543 : 550 511 550 550 550 . 145 234 344 426 434 475 507 507 ' 50 16 : 246 313 380 • 476 550 448 550 550 550 550 550 550 ! 550 550 ' 550 f 550 119 192 282 351 396 390 467 467 467 550 550 550 550 550 I 550 i 550 17 277 336 420 550 395 495 550 550 512 550 550 550 550 550 ' 550 159 234 . 291 366 324 , 404 443 443 488 526 1 526 ! 526 526 526 526 18 246 29P 374 507 352 441 ' 530 550 456 508 550 550 550 550 + 550 134 197 245 1 317 272 339 397 408 409 456 490 I 490 490 490 I 490 19 221 268 335 454 315 395 475 550 408 455 547 1 550 550 550 550 113 167 207 269 230 287 336 383 347 386 452 455 455 I 455 455 20 199 241 302 409 284 356 428 525 368 410 493 550 550 550 550 97 142 177 230 197 246 I 287 347 297 330 386 ' 426 426 426 ! 426 21 218 : 273 370 257 322 388 475 333 371 447 503 548 550 ! 550 123 153 1 198 170 212 I 248 299 255 285 333 373 405 406 I 406 22 199 249 337 234 293 353 432 303 337 406 458 498 550 550 106 132 172 147 184 215 259 222 247 289 323 351 385 385 23 181 227 308 214 268. 322 395 277 308 371 418 455 507 550 93 116 150 128 160 188 226 194 216 252 282 307 339 363 24 166 208 282 196 245 295 362 254 283 340 384 418 465 550 81 101 132 113 i 141 165 199 170 189 221 246 269 296 346 25 180 226 272 334 234 260 313 353 384 428 514 100 124 145 175 150 167 195 219 238 263 311 26 166 209 251 308 216 240 289 326 355 395 474 88 110 129 156 133 148 173 194 211 233 276 27 154 193 233 285 200 223 268 302 329 366 439 '79.. 98 115 139 119 132 155 173 188 208 246 28 143 180 216 265 186 207 249 281 306 340 408 70 • 88 103 124 106 118 138 155 168 186 220 29 173 193 232 261 285 317 380 ' • 95 • 106 124 139 151 167 198 30 •161 ::y,tr7801 -:' 216 244 266 296 355 .'86,404461: 112 126 137 151 178 31 151x '' 203 228 249 277 332 • « 1 478 • irrt; 101 114 r.w r•, . 124 137 161 32 :142 '58. 90 1,41 233 259 311 •., 71p� 112 124 147 I 10 STANDARD LOAD TABLE OPEN WEB STEEL JOISTS, K- SERIES Based on a Maximum Allowable Tensile Stress of 30,000 psi Adopted by the Steel Joist Institute November 4, 1985; Revised to May 2, 1994 - Effective September 1, 1994. The black figures in the following table give the TOTAL safe uniformly distributed load - carrying capacities, in pounds per linear foot, of K -Series Steel Joists. The weight of DEAD loads, including the joists, must be deducted to determine the LIVE Toad- carrying capacities of the joists. The Toad table may be used for parallel chord joists installed to a maximum slope of 1/2 inch per foot. The figures shown in RED in this load table are the LIVE loads per linear foot of joist which will produce an approximate deflection of 1/360 of the span. LIVE Toads which will produce a deflection of 1/240 of the span may be obtained by multiplying the figures in RED by 1.5. In no case shall the TOTAL load capacity of the joists be exceeded. The approximate joist weights per linear foot shown in these tables dog 1 include accessories. The approximate moment of inertia of the joist, in inches' is: I, = 26,767(W where W = RED figure in the Load Table and L = (Span - .33) in feet. For the proper handling of concentrated and/or varying loads, see Section 5.5 in the Recommended Code of Standard Practice. Where the foist span is equal to or greater than the span corresponding to the RED shaded area shown in the bad table, the row of bridging nearest the mid span of the joist shall be installed as bolted diagonal brdging. Hoisting cables shall not be released until this bolted diagonal bridging is completely installed. STANDARD LOAD TABLE / OPEN WEB STEEL JOISTS, K- SERIES Based on a Maximum Allowable Tensile Stress of 30,000 psi JOIST • DESIGNATION DEPTH (In.) APPROX. WT. (ibs.ft1.) SPAN (tt.) 12 I 24K4 I 24165 24K6 24 24 I 24 8 4 i 9.3 i 9.7 - 229 258 150• 169 216 244 138 155 205 128 195. 118 231 143 219 132 241(7 24 10. 520 550 550 ' 550 550 1 550 550 1 550 I I 516 ! 544 544 544 544 I 544 544 544 I I 479 540 550 550 550 550 550 550 456 511 520 527 520 520 520 521. 442 499 543 550 j 550 405 453 492 499 499 410 462 503 550 550 36 404 439 479 4 381 429 467 521 1 550 323 362 392 436 455 354 400 435 485 536 290 325 354 392 429 331 373 406 453 500 262 293 319 353 387 310 349 380 424 468 237 266 289 320 350 290 327 357 397 439 215 241 262 290 316 273 308 335 373 413 196 220 239 265 289 257 290 I 315 351 388 179 201 21E 242 264 242 273 297 331 366 164 164 200 221 242 t 241(8 1 241(9 1 241(10 241(12 II 261(5 24 24 1 24 ! 24 1 1 26 11.5 I 12.0 i 13.1 16.0 I I 9.8 I II 550 550 550 i 542 550 550 550 i 550 550 550 499 499 499 I : 535 54 +. 541 541 1 541 541 54 550 550 550 502 547 550 550 i 550 550 , 55 479 479 479 4' 519 522 522 522 522 52. 550 550 550 i 466 508 550 550 550 550 1 555 45E 455 456 42 464 501 5C1 501 501 SC 550 550 550 434 473 527 550 550 550 556 43E 435 435 384 417 463 479 479 479 544 550 , 550 405 419 422 422 346 510 550 550 379 379 416. 410 314 476 549 549 356 387 432 477 519 549 549 344 393 392 285 309 345 375 40 431 4 ' 449 532 532 334 364 406 448 488 532 532 312 36E 36E 259 262 312 342 370 404 404 423 502 516 315 343 382 422 , 459 516 . 51E 285 33 344 23 25 285 312 338 376 3' 399 473 . 501 297 323 360 398 262 306 324 31' 236 261 286 f ; • 'F4 't ) t -,,+ :.1 a) 2 .I ;yet .i .1 ?z . ' 7. gi .198 , . - .. 216 - - 241 266 290 344 • y t. ;1:14 "; -• � '.' . :,",,124, 137 150 162 19 5 `l 139r • 1 229 253 276 327 0fj?x 1;' 12' 139 151 177 2+1 ('196 LJ 281 313 346 377 447 487 280 305 , 340 376 409 486 46 163 205 222 t 24' • 263 306 199 216 240 262 284 I 334 33: 266 296 327 356 423 474 265 289 322 356 387 : 460 ' 474 169 16 205 222 251 290 182 199 221 242 262 j 308 ' 252 281 310 336 40 461 251 274 305 337 367 : 436 46' 156 172 189 204 240 275. 169 164 204 223 241 284 29- .239 266 294 320 380 449 '238 iie .,:260 289 320 348 413 449 144 159 17 189 222 261 "156'±' 5- '170 186 206 223 262 2E 301 272 114 I *IT IS VERY IMPORTANT FOR JOIST SPECIFIERS AND ERECTORS TO KNOW THAT OSHA IS INTERPRETING 29CFR- 1926.751(c)2 TO MEAN ALL JOIST FORTY (40) FEET (12192MM) AND LONGER TO REQUIRE A ROW OF BOLTED BRIDGING TO BE IN PLACE BEFORE SLACKENING OF HOISTING LINES. 135 174 261 339 126 1 163 250 325 118 153 n r 354 1 26K6 26 106 26K7 26K8 26K9 26K10 126K12 26 i 26 1 26 1 26 i 26 10.9 12.1 12.2 13.8 I 16 [ j � 3� "4.235*!, i 262 289 315 162 I 177 I 192 3 . , , ,,. i 249 275 I 300 i 1 50 164 I 176 263 t 286 153 7.7 166 ^ 251,�,s r t L g,?143;. -- y 557$1 :�4' 26�1& 433 501 441 492 5 550 550 55. 3 41 457 459 459 310 35E 3 413 460 509 550 550 55C 341 376 444 444 444 55 374 42` 225 25i 356 417 210 24•- 339 40" 195 23: 324 395 182 22: 310 389 170 2': 296 38C 159 202- 284 369 149 19: 272 353 140 181 339 169 325 15 S. 313 151 301 FAN SIZE WHEEL DIAMETER O.A. IN SO. FT. A 6 C D E F a H J K L M 6 63/4 .24 7.1/4 5-318 6.1/8 14.112 1 5 5.7/8 7.1/2 7-1/4 3-1/2 11.5/8 3 8 6.114 .38 8-9116 6.1/2 7.1/4 14-1/2 1 6.9116 7.1/4 7.1/2 9 4.5/16 13-5/8 3 9 9-3/4 .55 10.7116 7.7/16 7-7/8 14.1/2 1 7.13116 8-1/2 7.1/2 10314 4-15/16 14-1/4 3 11 11-3/8 .73 12.1/8 6.5/8 8-7/8 14.1/2 1 8-7/8 9-13116 74/2 12.1/2 5.7116 14 -3/4 3 12 12.1 /4 .88 13.38 10-1/8 10-112 15-1/4 1 9.1/2 11.78 10-1/8 13-1/2 8.58 14.58 4 13 13-1/2 1.05 14.3/4 11 11 16-1/2 1 10-1 /2 13-1/16 10-3/4 14.78 6.78 17-7/8 4 15 15 1.29 16-1/2 12.38 12.1/4 18.1/4 1 11.1 /2 14-5/8 12 16.9/18 7.38 18-1/4 4.1/4 18 16-1/2 1.57 17.15/18 13-1/2 13.1/2 19.3/4 1.1/4 12.78 15.13/10 13 18.3/18 8-1/16 18.15116 41 /4 18 18.1/4 1.92 19-7/8 14.7/8 14-1/2 21.58 1.114 143/16 17-1/2 14 2018 8-3/4 20-15/16 4-1/2 20 20 2.30 21.3/4 16-114 15-114 23.1/2 1.1/4 15.9/16 19-1/8 143/4 22 9.7/16 21.58 4-1/2 22 22-1/4 2.85 24.18 17.3/4 17 28 1.114 17-5/16 21-1/4 16.1/2 24.38 10-7/8 24.1/2 5 . 24 24.112 3.45 26.58 19-7/8 19-1/2 29 1.1/4 18.15/16 23-3/8 17.3/4 2648 11.11116 25.5116 5 27 27 4.19 29-5/16 21.78 21.3/4 31 1.1/4 20-7/8 253/4 19 29.58 12.58 28.1118 5.114 30 30 5.17 32-1/2 24.5/16 23-1/4 34.1/2 1.1 /4 23-3/16 28-5/8 21.1/4 32-7/8 14.5/18 31 -38 5-1/4 33 33 6.26 35-3/4 26-11/16 25-1/2 38.1/4 1.1/4 _ 25-1/2 31 -38 23 3848 154116 32.15/18 5.1/2 38 38-1/2 7.66 39.9/16 29.114 27.114 42.1/2 1.1/2 28 34-5/8 25-1/4 40 17-3/16 343118 5-1/2 FAN SIZE 0 R S T STD. UTY V W AA BB CC DD MOTOR MOTOR STD HVY. DUTY 8 -- 1/2 3-1/2 1/2 3/4 6.7/8 9-114 9-3/4 6-1/4 5-3/8 5-3/4 J58 50 60 8 -- 1/2 4.5118 1/2 3/4 6-7/8 104116 11.1/2 7-5/8 6-1/4 6-7/8 J56 60 70 9 -- 1/2 4.15/16 1/2 3/4 6-7/8 12.7/16 12-7/8 8.78 6.3/4 8 J58 75 90 11 -- 1/2 5.7/16 1/2 1 6-7/8 14-1/8 15-3/4 101/2 7-3/4 9.1/4 356 95 115 12 -- 1/2 6-1/4 1/2 1.3/16 9-1/2 15-3/8 17.3/4 12 -3/4 8-1/4 1078 143T 135 160 13 -- 1/2 6-3/4 1/2 1.7116 10-1/8 16 -3/4 19-1/4 14 8-1/2 11.78 182T 155 190 15 -- 1/2 7-1/4 1/2 1.7/18 11 -38 18-1/2 21.1/2 15-3/8 9414 111/4 184T 200 240 18 -- 1/2 7.15/16 1/2 1.7116 12-3/8 19.15116 23.1/2 17 10-5/8 14.1/2 184T 220 265 18 -- 1/2 8-5/8 1/2 1.7116 13-3/8 21.78 25.112 18-3/4 11.114 16 213T 255 320 20 -- 1/2 9.5118 1/2 1.11116• 14.18 23 -3l4 27.1/2 20112 11.78 17.1/2 213T 300 375 22 -- 3/4 10 -3 /16 1/2 1.11118' 15-7/8 26.18 30-1/2 22 -314 13.18 191/2 215T 340 425 24 -- 3/4 11 1/2 1.15/16' 17.18 28.58 34 25 15-1/4 21-3/8 215T 500 825 27 163/16 3/4 11.15116 1/2 1.15/16' 18-3/8 31.5116 37.1/2 27.1/2 16-3/8 23.1/2 254T 590 740 30 17.13/16 3/4 13.18 1/2 2.3/16 20-3/8 34.112 41 301/2 17.112 26.18 254T 760 1000 33 18-1/4 3/4 14.1/4 1/2 2 -3/16 22-1/8 373/4 45 33-5/8 19-1/4 28-3/4 256T 900 1130 36 17.3/4 3/4 16 1/2 2 -3/16 24.18 41.9116 49-1/4 37.18 21 31 -314 256T 1040 1270 T C 1 A AA -_1.00 \11) CCM -TADO 1 ell 4. , - CCW - DSO T a I 1 1 _1 ` I A E I 4 6IF ccw TM/O , bur I 1 i ccw USD C CCW•SAUS DD •h• AA r 0 "rib CCM•IHD •�• c y l�, •..n� 1 .1 ; .1•.1 ...L 1,Yti ) tl..�a♦, • { r. PAC■ • • (Inside) E - '- F - -• -- E 100 Ring) L_ DIRECT CONNECTED UNITS E H� 1I HH WEATHER COVER .i (oplbol) DIMENSIONS IN INCHES 1In d el D GU ARD J loplonoll (lnede) J BELT DRIVEN UNITS �:•r.�i.•Ir" '� ': '��.li'l� / i�: "tS:a?titt}� :` �tl • • , .. • •`r .•.119 N s ,�', „ •� i , . r' .. ..� • S[NJl1MCAffitsvittimr1 cuss RIISrAVri �- - c --t-- 0 -- H -4•-- H UTILITY SET DIMENSIONS ACCESSORY DISCHARGE RAIN SHIELD 'Driven End Turned Down l0 1.7 16' AS PART OF OUR CONTINUING PROGRAM TO IMPROVE THE DESIGN AND QUALITY OF OUR PRODUCT, WE RESERVE THE RIGHT TO MAKE CHANGES WITHOUT NOTICE OR OBLIGATION. Notes: 1. Sizes 6, 8, 9 & 11 Non - Convertible discharge. 2. Sizes 12 -36 Convertible discharge. 3. Pedestal dimensions to fit stand- ard ODP motors. Special frames (TEFL, Explosion-proof, etc.) re- quire special sizing. Consult fac- tory. 4. Weights are less motor and drives. Add 10% for shipping weight. 5. Bottom Angular Down Discharge (BADD) available. Consult factory for dimensioning. • i4 T 104.) T• H H 1 v V i SASE PLAM ACCESSORY BACK DRAFT DAMPER (ABDD) Page 27 �_ ). Fire Department Review Control #M97 -0110 Re: Boeing Company Building #9 -04 - 9303 East Marginal Way South Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, L.' City of Tukwila Fire Department The Tukwila Fire Prevention Bureau cc: TFD file ncd August 13, 1997 John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 5754439 February 10, 1997 1- 9604- DBW97024 To: 6/ D. B. Weigelt 1 -9604, 1F-09 (206) 655 -4535 Enclosure Larry Allen 19 -35 Leonard Astemborski OH -13 Terry Beals 63 -04 Rick Ford 2R -71 Len Knecht 63 -04 N. Konwent 5H -26 John Murdoch 89 -14 N. Pestisme 63 -04 Lori Pitzer 2R -71 Mike Sullivan 3U -EH Gary Taller 46 -87 Rex Turner 7R -35 Subject: 1997 Washington State Contractor's License for The Boeing Company Enclosed is a copy of the Washington State Contractor's License for 1997. This license expires on January 1, 1998. Please contact me if you have any questions. RECEIVED CITY OF TUKWILA PERMIT O alT R /✓ eK.v.64i ✓! {fjveWvvvvv!!Liv: 64∎Werlii• v",',/w-lx/{1, jlli!✓ /Il,4ii4,A4e. 4,44 4 ✓_li41:414 y thYiw{.livf!ll,eete W i✓% el,K44 %'i /144 i,,,,,, ww;••` A O0NT0 220 CFM 1 2/6 DN TO , 270 CFM BOTTOM OF GRILLE AT 12" AFF 10/6 I1 VD 390 CFM 14/14 UP fR TO 01 CFM 150 CFM ! [1:111I 12 "0 EXHAUST DUCT TO 1600 CFM @2" ESP, OCATED FROM 9 -60 B 1M11 S505 16'0 E HAUST 1111,1 11503 16 16 11 M50 11111 M503 17/20 UP BOTTOM OF GRILLE AT 12" AFF EXPLOSION PROOF -10/12 12 6 DN TO 0 270 0 CFM BOTTOM OF GRILLE AT 12" AFF 10 /8 30 12/10 CD 240 38 CFM 7/20 UP 12/12 UP IND:RLOCK WOH ROOM LGHDNG I�L CFMQIV SHOWN 1 1 4I$ fl` : 0 � 9g . .II � � .• 4 265 L_ 4.' ��CFM DIi Ii •.I6L� 1Oa �� luS � auz t a m {: LD-� 1 x.>s N - " : I� 1 7 i� 220 � � ® 265 D �'i, >� I i�i■i== �.= R . C 1 1 2 0 CFM Ir ®IL = � 7 I�"I a CO I , ® 12/8 II ® $ „ 4111m N � � 270 1 120 I' �1r� �1� � yy ,�� eel 11 C1FM ��� N �I I�WI � g 0 � R 1 © ' VD I —• ViL ���3 300• I Div l= ilil-TG1� =�° yul�rl CFM® �. 0 w 535A CF 265 CD CFM 1C 265 / CD CFM \ 1 C 45 CFM 0 m RELOCATE KITTING FACILITY J #170054 -0D 100 KGP 10 /10 ON TO & 8V 220 7/23/97 �l 14 12 10 10 DN TO 220 FIRST FLOOR PLAN SCALE: 1/8' =1' -0" 10 10 ON TO 220 &�'. V 150 CFM 1 CFM 10 10 DN TO O BOE /NG FACILITIES DEPARTMENT 126011 TO 270 CF11 BOTTOM OF GRU1E AT 7 AFT AGCEPTAB IFS G EAS EAS EJO 16/16 SOUNDLINED TRANSFER DUCT ABOVE CEILING 1YPICAL FOR ALL CEILING DIFFUSERS. IN OFFICE AREA 265 MIL CF MECHANICAL MASTER ROBERTSHAW DMS SYSTEM LOCAL PANEL. CONNECT TO BLDG 9 -51, SEE SPECS HVAC —PLAN LEGEND: I-- 1 DUCT, SINGLE LINE 1 1 1 L i 1 FCO D -K/1 -6 O CEILING DIFFUSER, ARROW INDICATE AIR THROW GENERAL NOTES: K� N LAN WALL OR DUCT MOUNTED GRILLE OR REGISTER VOLUME DAMPER ZONE & BYPASS DAMPER; VVT SYSTEM DUCT LINER; SOUND CONTROL FLOOR CLEAN -OUT PRESSURE REGULATOR WATER HAMMER ARRESTER (WHA) THERMOSTAT; ELECTRIC THERMOSTAT; 'NT SYSTEM SLAVE -STAT THERMOSTAT; VVT SYSTEM MONITOR STAT GAS METER KILL SWITCH ALARM INDICATES FLOOR DRAIN WITH TRAP PRIMER 30x10 COMBUTION AIR 1. ALL CEILING DIFFUSERS SHALL BE OF 4 -WAY THROW DUCT THRU CEILING. COVER DUCT 20x16 DUCT UNLESS SHOWN OTHERWISE UP TO WALL LOUVER CONSTRUCTION NOTES: Ei•REMOVE EXISITING DISTRIBUTION DUCTWORK, FABRICATE AND INSTALL A NEW DISCHARGE PLENUM WITH (2) KRUEGER TOTAL AIR DIFFUSERS INSTALLED ON EITHER SIDE OF THE SUPPLY PLENUM. RELOCATE THE EXISTING FUME HOODS FROM THE 9 -60 BLDG. AND INSTALL IN THE LOCATIONS SHOWN. MODIFY THE TOP OF THE FUME HOODS TO INSTALL 12 "0 DUCT CONNECTIONS TO EACH FUME HOOD. ' ROUTE 120 DUCT WORK FROM THE DISCHARGE OF THE FUME HOOD AS SHOWN. SUPPORT THE DUCT DIRECTLY BENEATH THE ROOF DECKING AT 8' 0.C. INTERVALS. CONNECT THE SECOND FUME HOOD TO THE EXHAUST DUCT WORK WITH A 16" X 12" X 12" LATERAL REDUCING TEE. © ROUTE THE 16 "0 EXHAUST DUCT FROM THE TEE UP THROUGH THE ROOF AS PER THE STRUCTURAL DESIGN DRAWINGS. RELOCATE THE PACE MODEL U -15F EXHAUST FAN AND DISCHARGE STACK FROM THE 9 -60 BLDG. AND INSTALL ON THE ROOF OF THE 9 -04 AS PER THE STRUCTURAL DESIGN DRAWINGS. CONNECT THE 16"0 EXHAUST DUCT WORK TO THE FAN. SUPPORT THE DUCT AT THE ROOF PENETRATIION AND AT THE FAN CONNECTION. ONE INTERMEDIATE SUPPORT WILL BE REQUIRED. © PROVIDE ROOF DECK PENETRATION UNDER THE EXISTING RETURN AIR OPENING IN THE MAKE -UP AIR HANDLING UNIT (THE UNIT IS INSTALLED ON THE ROOF). INSTALL A SLEEVE AND R/A DUCT WORK MATCHING THE R/A CONNECTION ON THE MAKE -UP AIR HANDLING UNIT jot --� 9 0"/ M• 04 Ar A mow A 0 usr rawwx I m SOL wrz 1M11 BLDG. 9 -04.1 RECEIVED CITYCFTUKWILA PERMIT CENTER A" 7/23 D.C. 9 -04 -1 M11 1S161 S502 15161 S502 151611 S502 15161 S502 15161 5502 1516115502 10 10 �\ J LEGEND: CD CDI 1S16115502 1S161 S502 A 1S1661S02 241(10 DO 241(10 241(10 DD DO DO DO DO 241(10 221(11 DO 221(11 DUE 1.31.96 ni rl..Fcn Co REVIDOR APPROVED U/S OF DECK = TOP OF JOIST EL 132' -4" (H.P.) 1S1611S502 EXHAUST FAN UPP•RT 16" DIA. EXHAUST DUCT EL 131' -2 3/4" 221(10 DO 2Ir DO DO D0 DO DO 221(10 EL 130' -9 1/2" 1S16115502 FRAME AROUND SKYLIGHT L4x4x3/8 (TYP) SEE DETAIL 2 ON S58( DO (NP) iSi61 5502 (TYP) 221(10 221(10 DO DO Do DO DO 22K10 1S1611 S502 1816115502 221(10 DD DO 22K10 EL 131' -2 3/4" ROOF FRAMING PLAN SCALE 1/8" = 1' -0" T.O.J. @� 139' -3" BOE /LNG FACILITIES DEPARTMENT 20K4 130 DO (TYP) 1S161 5502 DO O 15161 5502 00 15161 S504 DO Do 201(4 15161 SS502Y0K4 1S1611S502 DO DO OD z 141(1 DO S161 S502 ( 141(1 .0.J. 139' -9" 141(1 DO 141(1 141(1 1S161 S502 1 1516 1 1 S 50 15161 5502 61 S502 IJI01 JJUL T.O.J. 139' -1 1/4" DO \T.O.J. 139' -11 1/8" DO `T.O.J. ® /( 139 " -9" (1YP) 00 15161 III 5502 "Elk 161 S502 !oft 139' -3" 15161 5502 1S161 5502 1516115502 AVROVED 1684 T.O.J. 139' -3" " T.O.J. D T.O.J. N 139' -3 139' -9 DO Y DO 1 0 a DO DO 6" SLOPE DO 0 DO 1684 16161 5502 15161 S502 T.O.J. ACCEFTABU 0.Cti MAP SPECVICAMIN RPM,. CD N S502 51611 S502 I 0 0 N CO CD 16K4 DO DO S16�02 KED ROVED DO DO 6" SLOPE DO DO DO 6K4 T.O.J. 1 5161 5502 1516115502 15161 5502 O I tL--- ADD L4x4x5 /16x6' -0" CENTERED ON PANEL JOINT W/4 -3/4 "0 EXP. BOLT TO EACH PANEL 3 LOCATIONS 1516115502 n 15161 5502 ROOF FRAMING PLAN GENERAL NOTES: CONSTRUCTION NOTES: A00 cU 1` +.17 RECEIVED CITY OF TUKWILA PERMIT CENTER -m art 1S161 BLDG. 9 -04.1 ECHANICAL MASTER D -K/1 -6 D.C. 9-04-15161 A WHEN THIS DIMENSION IS LESS THAN 1 1/2" OMIT CHANNEL PLATE 1/4 x2"x FLUTE BRACING + 4" 1/2 "0 BOLTS (TYP) L 2 "x2 "x1/4'x4 FLUTE SPACING + 4" PLATE 1/4 "x2"x2 FLUTE BRACING + 4" 1/2"0 BOLTS (TYP) - -- - -- L 3 "x2 "x1/4 "x7 FLUTE SPACING + 4" REDRAWN RELOC. KITTING FACILITY 170054 Mrs' USE S ws MAX OPENING WIDTH 2 FLUTE SPACING IF 4 TYPE I TYPE II 18 GA CHANNEL CONTINUOUS OPENING TYPE III KHB JBURKS 1/2" PUDDLE WELD EACH DISCONDNUOUS FLUTE TO 'L° SUPPORT MAX OPENING WIDTH 3 FLUTE SPACING LESS 4 1/2' PUDDLE WELD EACH DISCONTINUOUS FLUTE TO "L SUPPORT 40 INNZIFA 1 1. I 1/7 PUDDLE WELD EACH DISCONTINUOUS FLUTE TO SUPPORT Pk 1k Tr FRAMING MEMBERS SHOWN ON PLANS _._ (0R APPROVED BY ENGINEER) NOTE: TYPE I & II REINFORCEMENT IS NOT TO BE USED AT OPENINGS WHERE DECK MOUNTED EQUIPMENT OTHER THAN SHEET METAL MOOD3 ARE LOCATED. niq TYPICAL DETAILS OF OPENING REINF FOR LIGHT GAGE METAL ROOF DECK SCALE: NONE S50>4 DATE MARK END 1/2" PUDDLE WELD ID 6"% 2" CLR " 1.31.96 4A-'11 TENSION EMBEDMENT (MINIMUM) 0.25 L1 e 1/2 OF FIRST SCHEDULE SPACE TYPE 2 BOTTOM BAR SEE SCHEDULE 24 BAR DIA 0.15 L1 1 — #6 2 — #6 UNLESS OTHERWISE NOTED VERT CORNER d l BARS SHALL BE THE SAME SIZE TABULATED FOR MIN WALL REIF FOR THE THICKER WALL HORIZONTAL CORNER BARS OF SIZE AND SPACING TO MATCH REINF OF THINNER Wnu.---,„ a a TYPICAL WALL REINFORCING D SCALE: NONE LEGEND: TYPICAL REINFOR SCALE: NONE UTE TYPE1 SEE SCHEDULE CING DIAGRAM PLACE VERT REINF OUTSIDE EXCEPT AS OTHERWISE SHOWN OR NOTED "X" — TENSION LAP L1 OPP END ETAILS TENSION EMBEDMENT (MINIMUM) e GREATER OF 0.25 (L1 OR L2) MIN LENGTH 6 MIN OF BAR 250 OF TENS' EMBEDMENT 24 BAR DIA 0.20 L1 — BEAM DEPTH OR 12 BAR DIA - OR L/16 WHICHEVER IS GREATER GIRDER AND BEAM S50>4 TERMINATE CONT TOP DABS HERE IF NOT REQ'D IN ADJACENT SPAN TENSION EMBEDMENT (MINIMUM) GREATER OF e 0.25 (L1 OR L2) I 1/2 or FIRST SCHEDULE SPACE IN SCHEDULE EXTEND .I.' STIRRUPS SEE SCHEDULE \ REINFORCEMENT ACROSS TOP RE O. WHERE TTOP CONT DIFFERENT DIFFERENT T REINF IS SPECIFIED ' J FOR ADJACENT SPANS. USE TNIGER REINF OVER SUPPORT AND EXTEND TO CENTER OF ADJACENT SPAN 0.25 L2 L2 0 ti 0 8504 S504 VERTICAL BOE/AW _ FACILITIES DEPARTMENT WHERE TOP CONY REINF LS INDICATED 24 BAR DIA 3/16 COVER SEE 3/,4_ SECTION SCALE: 1 " =1' -0" DINT GTO BE ROUGHENED BY APPROVED MEANS PRIOR TO EXPANSION OF WALL S504 S504 BEVELED DRESSED STRIP NOTE ALL JOINTS SHALL BE THROUGHLY CLEANED AND PROPERLY PREPARED (SEE SPECIFICATION) IMMEDIALTLY PRIOR TO THE POURING OF CONCRETE. DOWEL STEEL SHALL BE THE SAME SIZE AND SPACING AS MAIN REINFORCING DETAILED BEYOND JOINT. CLIP L 5 "x5 "x 5/16"x0' -5" LONG 1/70 PUDDLE WELDS ® 6" 0.C. L4 "x4 "x3 /8" SUPPORTING MEMBER CONT. 'L' FOR SECTION Al —Al (SECTION Al SIMILAR) T S504 p04 HORIZONTAL TYPICAL CONCRETE WALL CONSTRUCTION JOINT DETAILS SCALE NONE . S504 S504 S504 8' -2" MAX I I r> 5504 5504 S5041 S504 PLAN DETAIL SCALE: 1 " =1' -0" 1 4 1/4 SECTION � SCALE: 1 " =1' —O' 5504 5504 ANY CONCENTRATED LOAD (OVER 75 #) ADD 3/4 "0 VERT MEMBER AT ANY CONCENTRATED LOAD ON JOISTS WELD BOTH ENDS WITH 3/16" FILLET WELD ALL AROUND 1/2"0 PUDDLE WELDS ® 6" 0.C. IF FLUTE DOES NOT OCCUR OVER "L" PROVIDE CLOSURE "C' OR "Z" WELDED TO "L" AND DECK TYPICAL STEEL JOIST REINF AT CONCENTRATED LOADS SCALE: NONE LEGEND: GENERAL NOTES: IS161 5504 1. VERIFY DIMENSIONS IN THE FIELD. NOTIFY PROJECT ENGINEER OF ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND DRAWINGS. L4X4X3/8 ANY SUSPENDED CONCENTRATED LOAD (OVER 75 #) THE TOTAL OF CONCENTRATED LOADS SHALL NOT EXCEED 500# PER JOIST. THIS DETAIL IS TO BE USED ONLY WHEN IT IS IMPOSSIBLE TO LOCATE CONCENTRATED LOADS AT PANEL POINTS. 5504 5504 2. STEEL SHAPES AND PLATES SHALL BE ASTM — A36. 3. WELD PER A.W.S. SPECIFICATIONS BY A WABO CERTIFIED WELDER. CONSTRUCTION NOTES: RE0E1VED CITY OP TUKWILA PERMIT CENTER A 7/23/97 DPANN BY ah SUBTLE DETAILS AND SECTIONS mm 1 max OAT S 504 AMON. a< D137. DATE MD. CTDI 1,1110 Al BLDG. AA ACTCD 9-04.1 AI /n n n N° ID O— lIA —cRnn A WHEN THIS DIMENSION IS LESS THAN 1 1/2" OMIT CHANNEL PLATE 1/4 x2"x FLUTE BRACING + 4" 1/2 "0 BOLTS (TYP) L 2 "x2 "x1/4'x4 FLUTE SPACING + 4" PLATE 1/4 "x2"x2 FLUTE BRACING + 4" 1/2"0 BOLTS (TYP) - -- - -- L 3 "x2 "x1/4 "x7 FLUTE SPACING + 4" REDRAWN RELOC. KITTING FACILITY 170054 Mrs' USE S ws MAX OPENING WIDTH 2 FLUTE SPACING IF 4 TYPE I TYPE II 18 GA CHANNEL CONTINUOUS OPENING TYPE III KHB JBURKS 1/2" PUDDLE WELD EACH DISCONDNUOUS FLUTE TO 'L° SUPPORT MAX OPENING WIDTH 3 FLUTE SPACING LESS 4 1/2' PUDDLE WELD EACH DISCONTINUOUS FLUTE TO "L SUPPORT 40 INNZIFA 1 1. I 1/7 PUDDLE WELD EACH DISCONTINUOUS FLUTE TO SUPPORT Pk 1k Tr FRAMING MEMBERS SHOWN ON PLANS _._ (0R APPROVED BY ENGINEER) NOTE: TYPE I & II REINFORCEMENT IS NOT TO BE USED AT OPENINGS WHERE DECK MOUNTED EQUIPMENT OTHER THAN SHEET METAL MOOD3 ARE LOCATED. niq TYPICAL DETAILS OF OPENING REINF FOR LIGHT GAGE METAL ROOF DECK SCALE: NONE S50>4 DATE MARK END 1/2" PUDDLE WELD ID 6"% 2" CLR " 1.31.96 4A-'11 TENSION EMBEDMENT (MINIMUM) 0.25 L1 e 1/2 OF FIRST SCHEDULE SPACE TYPE 2 BOTTOM BAR SEE SCHEDULE 24 BAR DIA 0.15 L1 1 — #6 2 — #6 UNLESS OTHERWISE NOTED VERT CORNER d l BARS SHALL BE THE SAME SIZE TABULATED FOR MIN WALL REIF FOR THE THICKER WALL HORIZONTAL CORNER BARS OF SIZE AND SPACING TO MATCH REINF OF THINNER Wnu.---,„ a a TYPICAL WALL REINFORCING D SCALE: NONE LEGEND: TYPICAL REINFOR SCALE: NONE UTE TYPE1 SEE SCHEDULE CING DIAGRAM PLACE VERT REINF OUTSIDE EXCEPT AS OTHERWISE SHOWN OR NOTED "X" — TENSION LAP L1 OPP END ETAILS TENSION EMBEDMENT (MINIMUM) e GREATER OF 0.25 (L1 OR L2) MIN LENGTH 6 MIN OF BAR 250 OF TENS' EMBEDMENT 24 BAR DIA 0.20 L1 — BEAM DEPTH OR 12 BAR DIA - OR L/16 WHICHEVER IS GREATER GIRDER AND BEAM S50>4 TERMINATE CONT TOP DABS HERE IF NOT REQ'D IN ADJACENT SPAN TENSION EMBEDMENT (MINIMUM) GREATER OF e 0.25 (L1 OR L2) I 1/2 or FIRST SCHEDULE SPACE IN SCHEDULE EXTEND .I.' STIRRUPS SEE SCHEDULE \ REINFORCEMENT ACROSS TOP RE O. WHERE TTOP CONT DIFFERENT DIFFERENT T REINF IS SPECIFIED ' J FOR ADJACENT SPANS. USE TNIGER REINF OVER SUPPORT AND EXTEND TO CENTER OF ADJACENT SPAN 0.25 L2 L2 0 ti 0 8504 S504 VERTICAL BOE/AW _ FACILITIES DEPARTMENT WHERE TOP CONY REINF LS INDICATED 24 BAR DIA 3/16 COVER SEE 3/,4_ SECTION SCALE: 1 " =1' -0" DINT GTO BE ROUGHENED BY APPROVED MEANS PRIOR TO EXPANSION OF WALL S504 S504 BEVELED DRESSED STRIP NOTE ALL JOINTS SHALL BE THROUGHLY CLEANED AND PROPERLY PREPARED (SEE SPECIFICATION) IMMEDIALTLY PRIOR TO THE POURING OF CONCRETE. DOWEL STEEL SHALL BE THE SAME SIZE AND SPACING AS MAIN REINFORCING DETAILED BEYOND JOINT. CLIP L 5 "x5 "x 5/16"x0' -5" LONG 1/70 PUDDLE WELDS ® 6" 0.C. L4 "x4 "x3 /8" SUPPORTING MEMBER CONT. 'L' FOR SECTION Al —Al (SECTION Al SIMILAR) T S504 p04 HORIZONTAL TYPICAL CONCRETE WALL CONSTRUCTION JOINT DETAILS SCALE NONE . S504 S504 S504 8' -2" MAX I I r> 5504 5504 S5041 S504 PLAN DETAIL SCALE: 1 " =1' -0" 1 4 1/4 SECTION � SCALE: 1 " =1' —O' 5504 5504 ANY CONCENTRATED LOAD (OVER 75 #) ADD 3/4 "0 VERT MEMBER AT ANY CONCENTRATED LOAD ON JOISTS WELD BOTH ENDS WITH 3/16" FILLET WELD ALL AROUND 1/2"0 PUDDLE WELDS ® 6" 0.C. IF FLUTE DOES NOT OCCUR OVER "L" PROVIDE CLOSURE "C' OR "Z" WELDED TO "L" AND DECK TYPICAL STEEL JOIST REINF AT CONCENTRATED LOADS SCALE: NONE LEGEND: GENERAL NOTES: IS161 5504 1. VERIFY DIMENSIONS IN THE FIELD. NOTIFY PROJECT ENGINEER OF ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND DRAWINGS. L4X4X3/8 ANY SUSPENDED CONCENTRATED LOAD (OVER 75 #) THE TOTAL OF CONCENTRATED LOADS SHALL NOT EXCEED 500# PER JOIST. THIS DETAIL IS TO BE USED ONLY WHEN IT IS IMPOSSIBLE TO LOCATE CONCENTRATED LOADS AT PANEL POINTS. 5504 5504 2. STEEL SHAPES AND PLATES SHALL BE ASTM — A36. 3. WELD PER A.W.S. SPECIFICATIONS BY A WABO CERTIFIED WELDER. CONSTRUCTION NOTES: RE0E1VED CITY OP TUKWILA PERMIT CENTER A 7/23/97 TS 4 X 4 X 1/4 TYP TYP 3/16 CAULK 8, SEAL DETAIL (2) P2785 _. BEAM CLAMP W/ P1354 ADJ. HINGE FITTINGS SECTION SCALE 1' = n 5505 1/4' STEEL CAP PLATE TS 3.5 X 3.5 X 1/4 TS 4 X 4 X 1/4 OPEN WEB JOISTS ® 6' -6' 0.C. TYP IPP11■1111/1 ,_a = w; i ^I P1000 P1000 UNISTRUT W/ 1/2" DIA. _ . THD .. .... ROD. P2785 BEAM CLAMP (2) PER ATTACH POINT (4) TOTAL REQ'D. 12 GA. - 3 1/2" STEEL STRAP P1000 UNISTRUT W/ 1/2" DIA THD ROD. 12' DIA. DUCT P1000 UNISTRUT TRANSVERSE 2 � BRACE 40'- 0"0.C. 1 MAX (1 REQ'D.) P1000 UNISTRUT 3/8' STEEL PLATE TS 4 X 4 X 1/4 3/16 12 GA. COLLAR ROOFING MEMBRANE PATCH ROOFING MEMBRANE 1 1/2' METAL DECK 3/8° STEEL PLATE OPEN -WEB JOIST r' 1 SCALE: 1 1/2" = V-0" S505 TYP NOTE SUPPORT TUBING AT 6' -6" 0.C. SECTION SCALE: 1" = 1' -D" C 1 M11 5505 3/8'0 GALV. STEEL TURNBUCKLE-, CLAMP - THIMBLE, TYP. 4 PLCS. 0 WIRE -5/8 "0 SHOULDER BOLT W/ 5" SHANK \ BOLT THRU TS DETAIL SCALE: NONE 55005 L2X2X1/4 1 TYP (4) PL4 3/16 1/4' STEEL CAP PLATE TYP 1/4'0 GALV. WIRE 7X7 STRAND -- -TS 4X4X1/4 TS 3.5 X 3.5 rnioiio ROOF MEMBRANE PATCH TYP 3/16 CONCRETE WALL TS .3.5 X 3.5 X 1/4 S5 05 DETAIL SCALE 1 1/2' = 1' -0' BOE/AW FACILITIES DEPARTMENT SECTION SCALE 1' = 6' -6' TYP CAULK AND SEAL 12 GA. COLLAR TS 3.5X3.5X1/4 151615505 P2785 BEAM CLAMPS 1/2" DIA. THD. ROD P1000 UNISTRUT 3/8' STEEL PLATE 1/4' X 3' PLATE CONTINUOUS S505 P1000 UNISTRUT OPEN WEB JOISTS P1354 ADJ. HINGE FITTING SECTION SCALE: 1" = 1' -0" ROOFING MEMBRANE 1 1/2' METAL DECK TURNBUCKLE PPPROVE.1 BY L J (2) P1000 UNISTRUT ® 80' -0" 0.C. (1 SET REQ'D.) BRACE TYP. EACH SIDE WIRE ROPE CLAMP THIMBLE, TYP. ALL GUY WIRE 1/4'0 GALVANIZED STEEL 7 X7 WRE GUY STRAND TYP. (4) PLS TYP. EXHAUST STACK DETAIL JBURKS - NP mm JBURKS APPPOIED 3/16 ti P2785 BEAM CLAMPS /12" DIA. d DUCT STACK 5505 SCALE: NONE 7/23/97 14491 TYP S505 P1000 UNISTRUT S505 5/8" EYEBOLT W/ 2" SHANK, TYP. 4 PLCS. LEGEND: BLDG. 9 -101 GENERAL NOTES: 1. VERIFY DIMENSIONS IN THE FIELD, CONTACT JON BURKS 8 655 -5338 OF ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND DRAWINGS. 2, WELD PER A.W.S. SPECIFICATIONS BY A WABO CERTIFIED WELDER 3. TS SHALL BE ASTM A500 GRADE B. SHAPES 8, PLATES SHALL BE 636 STEEL. 4. EXHAUST FAN WEIGHT = 240 LBS. 5. PAINT PLATFORM FLAT WHITE PER PAINTER SPECIFICATIONS, CONSTRUCTION NOTES: D> INSTALL EXHAUST FAN TO PLATFORM WITH (4) MANUFACTURER SUPPLIED ISOLATERS. ROOF PENETRATIONS SHALL BE CONSTRUCTED BY PUGET SOUND MAINTENANCE OR APPROVED CONTRACTOR, LOCATE LOADS AT PANEL POINTS, FAN PLATFORM MISC. SECT.& DETAILS RECEIVED CITY OP TUKWILA PERMIT CENTER S505 Bat 170054 -00 GENERAL NOTES DRAWING INDEX CONSTRUCTION SET OF DOCUMENTS,- RENEWED AND STAMPED BY CITY OF TUKWILA MUST BE ON SITE DURING CONSTRUCTION. DO NOT PROCEED WITH CONSTRUCTION WITHOUT ABOVE MENTIONED SET, OF DOCUMENTS. 1. VERIFY ALL DIMENSIONS AND CONNECTIONS BEFORE ANY WORK. 2. NOTIFY FACILITY ENGINEERS SHOULD EXISSTING. CONDITIONS REQUIRE DESIGN REVISIONS. '.. 3. REPLACE LOCKSETS PER DRAWING. 4. RETURN THIS SAME SET TO GARY TALLER AT BLDG. 9 -51 COL 9/1, AFTER COMPLETION OF THIS CONSTRUCTION. DRAWING N0. SHEET NO. TITLE DRAWING NO. SHEET N0. TITLE 9 -04 -Al Al TITLE SHEET 9 04 - 1M11 IM11 HVAC PLAN 9 - 1861 1561 ROOF FRAMING PLAN 9 - 04 - 5504 5504 DETAILS & SECTIONS 9 - 04 - 5505 S505 DETAILS & SECTIONS A B VICINITY MAP 99 FROM SEATTLE- TACOMA AIRPORT RENSIDN 910975 -00 INSTALL WORK STATIONS 765433 -LO PALLET RACK Jo 7 -127 cwc cauerr RP FFFI"E CENTER FAA)'. 99 D) 17VO FROM DOWNTOWN SEATTLE EAST MAR9NAL WAY CORP0RA10 PARK DEVELOPMENTAL CENTER HANSON BURKS 599 TUKWILA APPROVED OA 1/22/92 11/14/9E FROM KENT & AUBURN 157 900 04 II VI NO SCALE 3 D NG 641=100 BOEING DEVELOPMENTAL CENTER 9725 EAST MARGINAL WAY SOUTH TUKWILA, WASHINGTON 98108 AREA MAP BLDG. ADDRESS: 9725 E. MARGINAL WAY S. TUKWILA,WASHINGTON in ioiio BY DYED DA ASG, 94)4 9 -04 BUILDING LOCATION BOEZAW FACILITIES DEPARTMENT NO SCALE ❑ AUBURN, , WA. 98002 ❑ EVERETT, WA. 98201 ❑ KENT, WA. 98031 ❑ PORTLAND, OR. 97220 ❑ RENTON, WA. 98055 • SEATTLE, ' WA. 98124 D APPROVED BY L� LJ LJ ACCEPTABILIIY DRS DESIGN Aweice 3 PROJECT CHECKLIST CHECK BOX - ® THESE DRAWINGS CONFORM TO THE 1994 U.B.C., U.F.C., U.P.C., AND THE 1990 BARRIER FREE CODE AS ADAPTED OR AMENDED BY LOCAL ORDINANCES, AND COMPLIANCE WITH CITY OF TUKWILA ZONING. ® ENGINEERING CALCULATIONS ( IF APPLICABLE ) ❑ ROOMS LABELED PER OCCUPANCY PER U.B.C. TABLE 33 -A. ❑ BUILDING FLOOR NUMBER ON PRINT FOR AREA OF CONSTRUCTION. NUMBER OF PRINTS'' REQUIRED FOR PERMIT PACKAGE: ❑ 1. GENERAL PERMIT (SHELL it CORE) 6 SETS OF ENERGY CALCULATIONS - _ - - 2 SETS OF CIWL- DRAWINGS WITH URUTIES 2 SETS SOILS REPORTS, STAMPED BY GEOTECHNICAL ENGINEER 2 SETS STRUCTURAL CALCULATIONS 2 SETS PROJECT CONSTRUCTION SPECIFICATIONS 2 SETS TOPOGRAPHICAL SURVEY 2 COPIES OF LEGAL DESCRIPTION 2 SETS OF WORKING DRAWINGS ❑ 2. TENANT IMPROVEMENTS, 4 COMPLETE SETS IN 3. MECHANICAL, 2 COMPLETE SETS ❑ 4. FIRE PROTECTION /SPRINKLERS, 2 COMPLETE SETS 21 BRIEF PROJECT NARRATIVE RELOCATE (1) EXHAUST FAN FROM 9 -60 BLDG. TO 9 -04 BLDG. s 5 REYNOLDS ECNED EN T. HANSON maxim APPROVED APPROVED NG G FAC LAND USE CODE BUILDING CODES OCCUPANCY GROUPS ALLOWABLE AREA TYPE II -N CONSTRUCTION CONSTRUCTION TYPE FLOOR AREAS: BUILDING FOOTPRINT BUILDING GROSS FIRST FLOOR SECOND FLOOR BUILDING HEIGHT STORIES FIRE PROTECTION SEISMIC ZONE 12-20 -90 1 -22 -92 BLDG. 9 -51 SEPARATE P ORS REQUIRE o MECNANICA �ELECTRICA ❑ PLUMBING 1 1 OAS PIPING 0o TUKWI ...o.DIN1 DIVISION ALL CODE SUMMARY TUKWILA 1988 UBC, WASHINGTON STATE ENERGY CODE, WASHINGTON STATE BARRIER FREE CODE AND ADDITIONS PER CITY OF TUKWILA H3 - FLAMMABLE LIQUID STORAGE 3000 S.F. IN 3 SEPARATE AREAS OF 1,000 S.F. EACH H2 - FLAMMABLE LIQUID, USE AND MIXING, 350 S.F. H7 - FLAMMABLE LIQUIDS, RESTRICTED AMOUNTS: 10,300 S.F. IN 4 SEPARATE AREAS B2 - OFFICE, 1ST FLOOR 3,436 S.F., 2ND FLOOR 3,436 S.F. TOTAL 6,873 S.F. H -3 3,700 S.F. H -2 3,700 S.F. H -7 12,000 S.F. B -2 12,000 S.F. TYPE II -9 16,786 S.F. 20,222 S.F. 16,786 S.F. 3,436 S.F. TITLE SHEET TY 4 " FILEpILE C� I .0114^'nlltnd that the Plan Chock approvals are ors and omissions and approval of .110. yes ma JWhorlae 1110 violation of any { nclo;�ii coda or ordinance. Receipt of Con • I u ,,,r: ear V of p V'I ans acknowledged ►\ ap m� . RY- 141 Dow Pern e No. (111'- H1[LD 1G .' 157 ARCHITECTURAL MASTER 25 B2 IS 2 STORIES, REMAINDER IS 1 STORY FULLY AUTOMATIC, F/S CLASS 1 SPRINKLERS THROUGHOUT 3 D.0 JOS NO. RECEIVED CITY OF TUKWILA PERMITCENTER A -1 ear 910975 -00 9 -04 -A1 OA