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HomeMy WebLinkAboutPermit M97-0102 - BOEING #9-53City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 MECHANICAL PERMIT Permit No: M97 -0102 Type: B -MECH Category: NRES Address: 9725 EAST MARGINAL WY. S Location: Parcel #:.000340 -0018 Contractor License No: BOEINC*294ML TENANT BOEING #9 -53 9725 EAST MARGINAL WY S, TUKWILA WA 98168 OWNER BOEING PO BOX 3707 - M/S 1F-09, SEATTLE WA 98124 CONTACT GARY TALLER PO BOX 3707 M/S 46-87, SEATTLE WA.;:98124 CONTRACTOR BOEING COMPANY P.O. BOX 3707, M/S IF -09, SEATTLE, WA 98124 ********************* i4* * ** * * *** * * * * * * * *k * * * *k * * ** Permit Description: INSTALL ONE EACH FIVE TON AND THREE TON CHILLED CONDITIONING ,UNITS. UMC Ed i t ian': 195.4 Signature: Permi ip' Center Authorized Signature Print Name: Date Valuation: Total Permit Fee: Status: ISSUED Issued: 07/30/1997 Expires: 01/26/1998 Phone: 206 544 -2975 (206) 431 - 3670 .000.00 ,`,. 66.56 * * * * * * *4* * * * *,** * *4 * * * * ** *k ** * 4****** k* 1kk**k * * *k * *'*k***` * **1 * * *k * * *** I hereby`certify that I'have read`and examined this permit, and know the same to, true: and correct,. , "All provisions of,,law and ordinances, governing this work will be complied:wit.h, whether specified. herein or not The granting of; this. permit does notHpresume to'give authority to. violate or cancel e 'prov i s i ons of any other state: or local :laws regulating construction, or the performance of work authorized to sign for and obtain thisYbuilding per Date: _ ../.. _,3 Title: /" This permit shall. become' null., and void if the work. is not commenced within 180 days from the date of issuance,;. or 'the is suspended or abandoned for a period of 180'days,_froM the last inspection. Project Name /Tenant , 13ae\ ∎� 1�e.iev.se- N S c G. rot.t,, Value of Construction: 1S a fax Parcel Number: �.�►4.3�D� --osl$ Phone: 206-544 -2975 Site Address: . c17).5 g., 1 Ati1Vv,� C State/ Gali .S, - ,..6 . 3 COMPANY Property Owner: V '1'IIE 1301s:1.NG Street Address: P.O. 130X 3707 M/S 46-87 Seat. tic, WA City Slate/Zip: 98124 Fax 11: 206-544-2854 Contact Person: Gary 1'a .l. l.r�.r Phone 206- 544 -2975 SPeeOAc113OJC 3707 M/S 46-87 Seat Ile, WA 9 P . 1yAale /Zip: Fax ll: 206-- 544 --2854 Contractor: \ 1300 ve �J City State /Zip: Phone: Fax 11: Street Address: Architect: Phone: Street Address: City State /Zip: Fax II: Engineer: 1k City Stale/Zip: Phone: Fax Ii: Street Address: i Ili LI 1� 00k N I E Igtk N; Xl t'�], UO fi dille � iiibliy ' y, ' '`p� `(` `t ,, '. �'ll'(�,.(�1 ,{ �I A ��1 C' 1 � q \I '7! '1`�. a.. t . �I�i l +' !v l Ib t .. , ;il :6 . , t � �.lyF.. .{ n l�!" � �f.1�t. {t! a �!. ,Y Gt,. Ci. . 5 �, i(i. � �tJ l.� .� Y,} �L`i .' ��t t }}� a •i• • 4 t �. !- ��' X3 .1 t %,> Description of work to be ono: f `t -\ li c (..?..c., -s 3 y.. C V.; /It°t , (,oa'�cd 4 Co , o � l a h, rt 1.4 I WIII there be storage of (laminable /combustible hazardous material In the building? Ti yes ,t_g no Attach list of materials anti slora /o location on separate 0 1/2 X 11 paper Indicating r uanlilles & Material Sale( Data Sheets Above Ground Tanks Antennas /Satellite Dishes ❑ Bulkhead/Docks _. Commercial f leroof ❑ Demolition ❑ Fence '.MecIiattk:al ❑ Manutactuied Housing-Replacement only ❑ Parking Lots ❑ notating Walls IA Temporary Pedestrian Protection /Exit Systems Temporary Facilities ❑ free Culling . , ' ( + '' ; ;Ai 'I.Y,I,,!{ �/�It. fitly bli it,boj 65 I. '1 , , m `' ; , i ' . �• R' :7J . ; i � '�f . ii i rr r «F �'l ; i�3• ' .�.l': ) .1 Ati , ; , ,0A44,00 �; , �, 1 � E.f it It .•I 1 k'S(t "!1 4; u!: `'' Phone: ,.� t „n •', + ;: -; • I• ') 1 I S j ,.),': 1 : y �1 .1 ', r. � . ;'•t'. ? •,�' ` . 14! {;,. u. �.i�i.a.,, ,1 ( ,t.. ,1 J� i• Nance: Address: J City /State/Zip: 0 Water 0 Sower 0 Metro 0 Standby Miscellaneous Permit Application ['!:.r::,IV,1A.,rt , lie {'l lilt+ iti J ii,111i?LIi AN ;1111 00.E$;1:Foti 111ANE..ubziiOt3LIGIWOnKs; h,ertM(r'staill t iiN,Y . i.giar,,: :,A! ❑ Cltaruieiizallon /Stiiping 1 Curb cut /Access /Sidewalk ❑ Fhe Loop /I lydr ant (main to vauli)Ii:___._._._ Size(s): • flood Control Zone ❑ Land Allayin 0 Cut....._....cublc yards 0 Fill...._. -. cubic yards 0 _- ..__..sq. It.grading /clearing ❑ Landscape Irrigation El snow Side Sower 11: 11 Sower Main Extension 0 Private 0 Public Slotut Drainage ❑ Slroot Uso El Water Main Extension C.� Private 0 Public' Water Meter /Exempt fl_- _- .--- ._._ -_ -.. _.....__._ Sixe(s): __ . ____ 0 Deduct 0 Water Only ❑ Water Meter /Pormanonl It__ ______ Slzo(s): ___..___.___ Water Motor - temp iI. .- _ - -- - -. -- Siz.o(s : __________ Est. quantity: _________ gal Schedule: ___ .____._—_—__._ ❑ Miscellaneous ___ -__� _._.__.___�._ - Moving Oversized Load /Hauling Ira; �i;ll..rr Vi(c:rq "'r;t +i 1 rKl`S , yr•..'q., ; r.... r tn'ill'I` ..'. r f ''. ; •, . t .I. . _; W�1, r�(: i, M�; r�' rlti��� /�.cl,���r il�rrl,= i�Nt�; fault:► Nip,. a�. tt, �: t,.. „ t :,. :l�:,�n,l:,.r ;'. :'1, .:��•t.ti [ I:t�,.,,J:, +':1, Nanto: I Phone: City /State /Zip: Value of Construction - In all cases, a value of conshullon amount should be entered by 1110 applicant. This figure will be reviewed and Is subject to possible revision by 1110 Penult Center to comply with cutout lee scltodulos. Expiration of Plan Review - Applications for which to permit Is Issued within 100 days following tiro crate of applloation shall expire by limitation. 'I he building olliclal fluty extend Ilte limo lot action by 1110 applicant fur a p011uc1 not exceeding 100 days upon written request by the cy)plicant as defined in Section 107,4 of the Unilornt 13ttilding Code (current edition). No application shall be extended more Than once. Address: 1 tiln opl,ilc tic 6 77 -7- M1SCPIvI1'.1)O(:' 7 /1I /96 CITY OF TUKWILA Permit 6300 Soulhcorder Boulevard, Suite 100 1'rrlcwila, WA 98188 (206) 431 -3670 01) 11 7 7 1878 _00 Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the stall or facsimile. Onto trly,llca oti oh OS' r � � F • Ft STAFF USE ONLY PLICAT!ONS M SE SUSM D T THE POI-LOWINA; iSCELL Ors ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDING SITE PLANS AND UTILITY PLANS After '1 BE COMBINED ➢ ARCI•iITEC'r'l.1RAt. i :)RAWINGS REQUIRE STAMP 13Y 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 nnc.l 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 11 - "Affidavit in Lieu of Contractor Registration ". E3u11r11tro. /A l lj o i' {ze /I yj 1ilipllclllil i' . 01i10T il .fhq `i $1 otorl /Uni ifi l';,!11;cQf){ Rol1 ((' .li$acll' • !+y t/io S lr+lo of WnsIllilJton, 'n 11otn11x4cllollorlroitl•((10 p►opol(y;otyjlai' irllln)lx t)in llig Me to'si)h111!( Illis'por►f)1( applloritjofl ami • oln Clio poti /1 will l)o roqullocl tts POi1 of this suji)illtlal. '; 1 IIE!IEI3Y CElt77FV THAT 1 1111 VE ! N-AV AND EXAMINE!) tins A!'PLICAIiON AND KNOW 171E SAME TO BE TRUE UNDER PENALTY OF pi :dual' 1 T111: LAWS or THE STATE or WASHINGTON, AND 1 AM ALMIC. 17IZED TO APPLY FO17 THIS PF_I1M11. 13UILL)ING;0WNEII' N.AUi 1 011 - Slyllnluri� : _ _. . __. GA''t T - t_1.1 :2 Al ' I SCI'IvI'i'.1.)OC 7/1 1 /9( !.l I,! I'l ne' 54 n.- 219.5 1 FCity /St�lcl /71p: rl 1. nx11: 544- •21354 nctlhllss I.'.t :). IIOX .371)7 M/5 46 - 137 Le W11 9131.14 ' . Ad.dres :9725. EAST MARGINAL'' WY S Su`i t.e ..Tenant .: BOEING #9 -5:3 _ Stet.us: ISSUED :,. 'Type: ` B - MECl-{ App lied:- 07123/1'997 ,:parce:l,; #: ; `000340 -00.1B , Issued: :07 /:30/1997.; • ikk k �4* rk' k*l r. k. k' kkktl** k* ki4kskkk.* kk* kk*'* kA/ k**'***' k'* k**.** kFki *Arkk'kA.kkkkk #ykkkk�lr'kk kk Permit Gonditior:si I No Changes •.wi 1 1 be made to the p l:ans.` un 1 ess.'approved by the Architect or Engineer, and th ,Tui'wil Division,: A11 `permits; inspection refcor ds; and apjp oved pl ans shall be available at the 7obhsite 'pr "ior • to the;: tai` of any con structi These;; do'c invents ..are to. be .rna i ti* tainr A:and avai 1 - able until final iinsp.e `approv`a}1 is granted All constructIoi' .to be d;ov a in conf Qrrnancie with epp,•roved plans and requirrement's; of the Uni forni Building .ecode (1:994. Edition') . . ame•r dad. ,:Un iform' 'Ma'chari "i`ca.1 '(I:994..,Ed t,;ion) and Washtingtor State Energy Cade. (1994 Edition)'' r Val i di r i y.r;'ef 'Permit. . The' 1sstian'c of a pe rmit, or .ajp`pr�ava'i p l ans 1! spec i.f i ca t i.ons ? an i ,:'computat , ons sha 1 1 ' not ' con stru d,'ta be a 'permit •f.a "rte -,r'' or an approval of, any violation of aiiy• of''the pr?.avi ns of 't:h.e, ouiiding code or 'af an_y` oth r °ordinance;,' at the , juri . di wtion No permit presuming t g iv ..author ity -• to vi pray isions .of this . co h d .;;sa he:;;va { i d „. • ,i” y MANIIEACTURERS4•INSTALLATION ,INS',TRUcTroNS REQUIRED ON ,SITE FORy: HE BLIILQIN,G .INSpECTORS t REVIEW Aif .iiov supp1y r ;1n excess of 2000 er,elyosed:`space> within•bu 1di41,g'`,sha,1 be ,equipped au { atnat i o l shu; per UMC Sect'i,on .608 ACTIVITY NUMBER 0/1. PROJECT NAME DEPARTMENT: BUILDING DIVISION C L 1 DETERM NATION OF COMPLETENESS: (T,Th) COMPLETE 4ZJ NOT COMPLETE COMMENTS TUES /TF3URS ROUTING: PLEASE ROUTE E NO FURTHER REVIEW REQUIRED ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) APPROVED REVIEWERS INITIAL C:ROUTE -F ?erMI eoorcGncthr PLAN REVTEW / ROUTING SLIP MI r __ 1 7 sTRTIRAL, CORRECTION DETERMINATION: APPROVED l l APPROVED W/ CONDITIONS DATE DATE DUE DATE NOT APPLICABLE 0 DUE DATE REVIEWERS INITIAL DATE DATE � 13 1 ° 17 APPROVED W/ CONDITIONS E NOT APPROVED (attach comments) br GAv�,,$I104 PERMIT COORDINATOR Q DUE DATE / /17 NOT APPROVED (attach comments) 0 (Certification of occupancy required. -- ) i*** *++++k+***++********+*******+*k*+++ :ITY OF TUKWILA, WA TRANSMIT i*+**+*k*****k*^w*++*+kk* **k* � �*** ` a��*+��*�*���+�*+*****+ * +*+ TRANSMIT Number.: R9700621 Amount: 66.56 '07/30/97 7��0/97 08:51:� 'Payment: Method: CASH Notation; THE BOEING CO Init: SMC Permit No: M97~0102 Type: B-MEcH ` MECHANICAL PERMIT Parcel No: 000340-0018 Site Address: 9725 EAST MAR8INAL WY S Total Fees: G6 56 . This Payment ` 66.36 Total ALL Pmts: 66.56 Balance: ` .00 k***+**+*****^****+*+*+**++***+**»**+*A***+***+**+*****+****+** Account Code Description ' Amount 000/345.830 PLAN CHECK - NONRES 13.31 000/322.100 MECHANICAL - NONRES 53.25 -t12560,07/30.9716 .TOTAL Project: .t-, V6-6* C I - S-S Type of inspe to • " Address: 917-S e. ni, w . Date called: Special instructions: Date wanted: 1,6 0 a .m. 1 Prt-ton--- P.m. Requester: Phone No.: • INSPECTION RECORD j . ( Retain copy with permit c PERMIT NO. V CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 Approved per applipable codes. COMMENTS: 1 1 Receipt No.: Date: 9-1317 $42.00 REINSFECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. (206) 431-3670 Corrections required prior to approval. ...o.osnwoomniar$S811124007374" Date: Project:q,. _ } o ft Type of inspec ' n:P_C 1 'CI f Aj,dress: Date called: 5 > Spec al instructions: ee bea-,: / tam. Date wanted: - : , • R equester: A Phone N ()C 6 Ltcf ( Approved per applicable codes. INSPECTION RECORD Retain a copy with permit L 3 C� INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 l 0 e Pin G-) eJA - t.. . = 97 7IoZ PERMIT NO. 206) 431 -3670 Corrections required prior to approval. COMMENTS: Sr-p- ,,(t,E Inspector: Date: (6/1,7I5, $42.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must . be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: "i Prq}�ct;,J E N� cl ...5 5 � e Type of inspection't4 p,,L 1 Date called: Special instructions: to d: 13 ,m�. p.m Crz- equester: rrieri 99 I- - 7zs .ICL tier.:.:a y,buwilew.y ++ rnunw«au niwnp rwo mum naw*vuvo snn...nw INSPECTION RECORD 4 -'L J Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Receipt No.: -. Corrections required prior to approval. -lam Ste - 1e_ Stipp Inspector- ./.. Date: y fl1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspectlon. 4at9r PERMIT NO, (206) 431 -3670 Pr %cOEIIJ4 q_ 3 Type o p� Ely : IQ Date called: e_ 5 , c "` rm. miviimAL tit.),( S Special instructions: z 0 rt.I_ Date wanted:g , 6 _ G O f 1 a.fl' •.m Requester: AA E r Z lvy , bs�_ g�yo.. �' If 2-5 L io j INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188� -� (206) 431 -3670 Approved per applicable codes. COMMENTS: r Inspector: INSPECTION RECORD Retain a copy with permit 09 pl ^JS 01 n PERMIT NO. Corrections required prior to approval. N`r Su.eQ0 ?) DLti t /1VP7 D. Date: . S /C f t 7 . 1_1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspect!on. Receipt No.: Date: READY FOR ISSUANCE $ Np . BALANCE DUE YES STATE CONTRACTORS LICENSE IS THIS CONTRACTOR IN THE SYSTEM? UIRED? NO APPLICANT CONTACTED' ottaTtor,m4 DATE CALLED CALLED BY g.!'��G��� ►''fir' Ccx/e - /994 'c 45c" 491% .z {BG. • ifeco, �m i %. - . � 4 . /fir: ids: e /. e3 / ' 1 4:; : 72a— yip Xsrm i1ECEIVED CITY OF TUKWILA JUL 1! PERMIT CENTER ENGR, CHECK AIR AIR 1 -9.97 REVISED DATE ■/.5'r i 248 Src e o' AWE /A/G 7/877.a i H W2 ?x44 - - EXIST (~(P) EXIST (T(P) 822 CHANNEL B22A COMBINATION EVAPORATOR UNIT (/;90 /(6,2) • X l 4 17' -O EVAPORATOR UNIT S500 - 28' - 3' -2 S5OO1 CN cr S500 x 1' -8 1/2" rn CT) N . e) 0 T . J I CN cn NI ccD >< 3 Ova ad L fit/ - a60 4s. l • r /4 .0 c5-";* 4"cri..0 a6 0#/. G/i2th -.6 ," M '/.c 9 Gu 3 •(i 7x /4.O # _ 52g.D. %I -- 2 6 " = /7 /6sl.G -4' /-6"D /6s/A 8- o / /i' 0. 28 % . G -47.2 .atv..s ENG I. CHECK AIR APR .rr REVISED DATE 1,98 n // m/ 4 7- BOE /A/O 3 77M79-f" O gRx 44.67 f- O. /6 /o.s = 2 / *.G 7 28 ‹.4.67 . y7 r 2-/ z /44.67 /Sc.441* �-� � r ..��,f /s 7 %Z fig , Q 2.88 c.141 G 2 e Id _ 24' e, /3.' 6' 4,,'O l�' /S , 6Prvw� t� �Gt i' s� ./ c +.r/: / :s G/ I - _'!4.-c.( /o �(• :.. / y-. .4 t e'ef/r c I4 e=v _ 0. C TJ R-224 0 9 Z :� ` - •�+� 4 6 O G/ rez-GN • / 2 /& � i S � ��Pli ^�✓ / 5 - - o 2.47 - .: : l ��`��'- r ©, 5'K'4 = 3 /Lf .> /6 is. ? .. ,_ . EN61. CHECK API API �2. REVISED DATE 77/ 7 `.-( e / V 1, ri he di 4.v L�r w .<7,660 Zoc D. 6'. 4/9, > 45 / S, / B22,I Cecr,iycno .tow e64-4Z r. c ' /..16-Ar = 68 /mss 2 czu A c.e. or 4r(../D/6 C� . /co 7/ /r 7 G m 2 2 r ,- e:/' • 6A ha h re.o.r d 'P... c y 'g. f• +I'�i•�L L� recce. ep e/ . /130 /6e ,60‘, - 7,5YeK& < /i 3o /2 S'. i -) 4 7 r e4% rae Cae�u ; / '/200 /6s l c?KGt,t, > /6"0 ,/Ezs ENGR. CHECK APR APR / REVISED DATE X5 4 Z46 SS'? //70 lc�C '• 9..s i Z 2 3 BOE /A/Si 6 7 7/6) 77-00 B22 BEAM LOADING DATA Based on simple beam condition using an allowable design stress of 25000 psi (172 MPa) w th adequate lateral bracing. To determine concentrated Toad capacity at mid span, multiply uniform load by 0.5 and corresponding deflection by 0.8. 22 'Limned by spot weld sh Beam In. Span mm Channel Style Lbs. Uniform Load N and Deflection In. J mm Uniform 1 / 240 Lbs. Load Span N @ Deflection 1 / 360 Lbs. = Span ( N B22 3404 15142 .014 .35 3404 15142 3404 15142 12 305 B22A 2610' 11610 .002 .05 2610' 11610 2610' 11610 B22X 5790' 25755 .001 .02 5790' 25755 5790' 25755 B22 2269 10093 .031 .79 2269 10093 2269 10093 18 457 522A 2610' 11610 .007 .18 2610' 11610 '2610' 11610 B22X 5790' 25755 .003 .07 5790' 25755 5790' 25755 B22 1702 7571 .056 1.42 1702 7571 1702 7571 24 609 B22A 2610' 11610 .017 .43 2610' 11610 2610' 11610 B22X 5790' 25755 .008 .20 5790' 25755 5790' 25755 B22 1361 1 6054 .087 2.21 1361 6054 1294 5756 30 762 B22A 2610' 11610 .033 .84 2610' 11610 2610' 11610 B22X 5790' 25755 .017 .43 5790' 25755 5790' 25755 B22 1135 5049 .126 3.20 1135 5049 899 3999 36 914 B22A 2610' 11610 .057 1.45 2610' 11610 2610' 11610 B22X 5790' 25755 .029 .73 5790' 25755 5790' 25755 B22 972 4323 .172 4.37 972 4323 660 2936 42 1067 B22A 2610' 11610 .091 2.31 2610' 11610 2610' 11610 B22X 5790' 25755 .046 1.17 5790' 25755 5790' 25755 B22 851 3785 .224 5.69 758 3372 505 2246 48 1219 B22A 2405 10698 .125 3.17 2405 10698 2405 10698 B22X 5790' 25755 .068 1.73 5790' 25755 5790' 25755 B22 756 3363 .284 7.21 599 2664 399 1775 54 1371 B22A 2138 9510 .158 4.01 2138 9510 2024 9003 B22X 5790' 25755 .097 2.46 5790' 25775 5790' 25755 B22 681 3029 .351 8.91 485 2157 323 1437 60 1524 B22A 1924 8558 .195 4,95 1924 8558 1640 7295 . B22X 5645 25110 .130 3.30 5645 25110 5645 25110 B22 619 2753 .424 10.77 401 1784 267 1187 66 1676 B22A 1749 7780 .236 5.99 1749 7780 1355 6027 B2ZX 5132 22828 .158 i 4.01 5132 22828 5132 22828 B22 567 2522 .505 12.83 337 1499 225 1001 72 1829 322A 1603 7130 .281 7.14 1603 7130 1139 5066 B22X 4704 20924 .188 j 4.77 4704 20924 4704 20924 B22 524 2331 .593 i 15.06 287 1276 191 849 . 78 1981 B22A 1480 6583 .330 8.38 1455 6472 970 4315 B22X 4342 19314 .220 5.59 4342 19314 4270 18994 B22 486 I 2162 .687 ! 17.45 248 1103 734 2133 � 1374 6112 .383 9.73 1255 5582 3723 B22X 4032 17935 .255 6.45 4032 17935 3682 16378 B22 454 2019 .789 20.04 216 961 144 640 90 2286 B22A 1283 5707 .440 11.17 1093 4862 729 3243 B22X 3763 16738 .293 1 7.44 3763 16738 3207 14265 B22 425 1890 .898 i 22.81 190 845 126 :560 96 2438 B22A 1202 5347 .500 12.70 961 .4275 640 2847 B22X 3528 15693 .334 i 8.48 3528 15693 2819 12539 B22 400 1779 1.013 25.73 168 747 112 498 102 2591 B22A 1132 5035 .565 14.35 851 3785 567 2522 B22X 3320 14768 .377 ! 9.57 3320 14768 2497 11107 B22 378 1681 1.136 28.85 150 667 100 445 108 2743 B22A 1069 4755 .633 16.08 759 _3376 506 2251 B22X 3136 13949 .422 10.72 3136 13949 2227 9906 4 B22 358 1592 1.266 32.15 134 596 90 400 114 2895 B22A 1013 4506 .706 17.93 681 '3029 454 2019 B22X 2971 13215 .471 11.96 2971 13215 1999 8892 B22 340 1512 1.403 35.63 121 538 81 360 120 3048 B22A 962 4279 .782 19.86 615 2735 410 1824 B22X 2822 12553 .521 13.23 2706 12037 1804 8024 B22 BEAM LOADING DATA Based on simple beam condition using an allowable design stress of 25000 psi (172 MPa) w th adequate lateral bracing. To determine concentrated Toad capacity at mid span, multiply uniform load by 0.5 and corresponding deflection by 0.8. 22 'Limned by spot weld sh .r•' KL B22 COLUMN LOADING DATA •7 Unbraced Height In. mm. Channel Style Max. Loaded C.G. Lbs. A. Column Loading @ N K Loaded Slot Lbs. = .80 Face N K = Lbs. Max. Column .65 N Loading K=1.0 Lbs. (Loaded N ; @ 031 K = Lbs. -- .. -_ . -.__. 1.2 N B22 10454 46502 4276 19020 10598 47142 10222 45470 9950 44260 12 305 B22A 21625 96193 7002 31146 21677 96424 21539 95810 21433 95339 B22X 46948 208835 18975 84405 47061 209338 46761 208003 46531 206980 B22 9950 44260 4153 18473 10253 45607 9481 42173 8955 39834 18 457 B22A 21433 95339 6959 30955 21551 95863 21239 94476. 21001 93417 B22X 46531 206980 18859 83899 46787 208119 46110 205107 45593 202808 B22 9311 41417 3993 17762 9801 43597 8582 38174 7801 34700 24 609 B22A 21164 94142 6898 30684 21373 95072 20819 92607 20397 90730 B22X 45947 204382 18693 84440 46401 206402 45198 201051 44282 196976 B22 8582 38174 3802 16912 9268 41226 7601 33811 6595 29336 30 762 B22A 20819 92607 6821 30341 21145 94057 20279 90205 19619 87269 B22X 45198 201051 18485 82225 45906 204200 44026 195837 42593 189463 B22 7801 34700 3589 15964 8676 38593 6595 29336 5392 23985 36 914 B22A 20397 90730 6728 99927 20866 92816 19619 87269 18669 83044 B22X 44282 196976 114k33 81104 45300 201504 42593 189463 40530 180286 B22 6998 31128 3360 14946 8048 35799 5595 24888 4444 19768 42 1067 B22A 19898 88511 6620 29447 20537 91353 18840 83804 17546 78048 B22X 43198 192154 17940 79801 44586 198328 40901 181937 38092 169441 B22 6193 27548 3118 13869 7401 32921 4718 20987 3791 16863 48 1219 B22A 19322 85948 6496 28895 20157 89663 17940 79801 16251 72288 B22X 41948 186594 17604 78306 43761 194658 38948 173254 35281 156938 B22 5392 23985 2864 12740 6746 30008 4090 18193 3310 14723 54 1371 B22A 18669 83044 6263 27859 19726 87745 16920 75264 14782 65753 B22X 40530 180286 16973 75499 42825 190495 36733 163396 32092 142752 B22 4718 20987 2631 11703 6093 27103 3616 16085 2936 13060 60 1524 B22A 17940 79801 5340 23753 19244 85601 15781 70197 13141 58454 1322X 38948 173249 14471 64370 41779 185842 34260 152396 28529 126903 B22 4202 18691 2434 10827 5441 24203 3242 14421 2634 11716 66 1676 B22A 17134 76216 4587 20404 18712 83235 14521 64592 11328 50389 B22X 37196 165465 12431 55296 40624 180704 31525 140230 24593 109395 B22 3791 16863 2264 10071 4869 21658 2936 13060 2381 10591 72 1829 B22A 16251 72288 3968 17650 18129 80642 13141 58454 9524 42365 B22X 35281 156938 10753 47832 39358 175073 28529 '126903 20676 91971 622 3456 15373 2116 9412 4412 19625 2680 11921 2166 9635 78 1981 B22A 15291 68018 3456 15373 17496 77826 11642 51786 8115 16097 B22X 33197 147667 9366 41662 37984 168961 25275 112429 17617 28364 B22 3176 14127 1984 8825 4037 17957 2461 10947 1980 •8807 84 2133 B22A 14255 63409 3028 13469 16812 74783 10076 44820 6998 .31128 822X 30947 137659 8206 36502 36499 162355 21875 97305 15192 67577 822 2936 13060 1867 8305 3724 16565 2270 '10097 1816 ':8078 90 2286 B22A 13141 58454 2667 11863 16077 71514 8778 19046 6096 '27116". B22X 28529 126903 7227 32147 34903 155256 19057 84770 13234 58868 :. B22 2728 16583 1761 7833 3456 .15373 2101 9346 1671 2433 96 2438 A 11951 53160 10493 15291 '68018 7715 : 34318 5357 23829 B22X 25945 115409 6393 28437 33197 147667 16749 74503 11630 51733 . B22 2545 11321 1664 7402 3225 14345 1951 • 8678 1542" 68599 102 2591 B22A 10678 47498 2093 9310 14455 64299 6834 30399 4746 21111 B22X 23182 103118 5672 25230 31382 139594 14836 -65994 10303 . :45830 B22 2381 10591 1575 7006 3022 13442 1816 8078 1426** 6343 108 2743 B22A 9524 42365 1867 8305 13568 60353 6096 27116 4233 18829 r B22X 20676 91971 5059 22503 29456 .131027 13234 58868 9190 -40879 B22 2234 9937 1494 6645 2842 12642 1694 .7535 1322** :5880 ' 114 2895 822A 8548 38023 1675 7451 12630 56181 5471 24336 3799** 16899 B22X 18558 82550 4539 20190 27420 121970 11877 52831 8247 36684 B22 2101 9346 1418 6307 2680 11921 1583** 7041 1228" 5462, 120 3048 B22A 7715 34318 1512 6726 11642 51786 4937 21961 3429** 15253 "_. B22X 16749 74503 4097 18224 25275 112429 10718 47676 . 7444 33112 . .r•' KL B22 COLUMN LOADING DATA •7 • or.rat arae -2# g_ /90 Ag.s .... / Z Ma. nitzddicis. -4cs 64) //o /65' )11 "6a4A, a r7'' ✓.. oCLr?i .�Q ,/oac -/€9 : /.2 De � .S i 7B e x �• _ /�3 P./ X._ 0.2G2,e/�1 azz , a7/152# / 404g /k/A /00. ..., 2 /3* ... !:::, ,.,z":33 . 0. /a :_' '� /D / • G..,: -` C.�,. �' /OA , :•:'h' 451 a 2 6 ✓ ".V `� > / /�=✓ v" � lu'1 J6 ; Z /e... °v'y 45 ado oM. ,8 . -, , • c v -e, ,4es 4441 ENGR. CHECK AIR APR 7' /e r .! REVISED DATE \TV: - .Z"3 BAR z7�- /P /N4 e % —su . 2 23 77/g79-6D Joist Designation Approx. Wt. In Lba. PP er Lt nasr Fi. (Joists Only) • —• Depth V n CLEAR SPAN IN FEET Inehet st sn 06- 8u 2 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 24LH03 24LH04 24LH05 24 LH06 24LH07 24LH08 24LH09 24LH10 24LH11 11 12 13 16 17 18 21 23 25 24 +1; 5 0U. ',,; 342 , ., .:> s 235 24 t .4100 "r 419 288 24 im1.D0 2. 449 +•,," 308 24 ; 030f), 604 '• } "' , P 411 24 +$___ tt, 665 rC , , ; ;' 452 24 -� 3800 707 -- - • :-.,,- 480 • -• :100,4,- 832 •-, 1:- 562 t 1-1. 600' 882 k' ,;. 596 120D' j 927 444. 624 339 226 398 265 446 297 579 382 638 421 677 447 808 530 856 559 900 588 336 218 379 246 440 285 555 356 613 393 649 416 785 501 832 528 875 555 323 204 360 227 419 264 530 331 588 367 622 388 764 460 809 500 851 525 307 188 343 210 399 244 504 306 565 343 597 362 731 424 788 474' 829 498' OH,- r- to co ( O7 O NCO CD 0) W0) 0-N N.- 03r- CON � N 1(0 (A M ( 0 D ((0 ( i � D d O W d 279 162 312 182 363 210 457 263 516 297 545 314 663 ,363 737 406 787 449 267 152 298 169 347 196 437 245 491 276 520 292 632 337 702 378 768 418 255 244 141 132 LW ., 158 148 3 3 182 171 228 211 257 239 497 475 272 254 602 574 668 637 734 701 388 361 234 224 124 116 262 251 138 130 304 291 160 150 364 197 164 007 223 ?08 455 035 238 ?22 548 524 ?54 608 582 285 671 142 337 315 215 109 241 122 280 141 348 172 389 195 417 208 501 238 556 266 616 294 0401 NCn -'W-'W V(0 AW N( (DO ODV (n( C.3 0) 00 ■0 (DW 4.10 0)0 NW -^ N3 CD A-+ NV 199 96 222 107 258 124 320 152 357 171 384 184 460 209 511 234 567 259 191 90 214 101 248 117 307 142 343 161 369 173 441 196 490 220 544 243 I.:ft -40 It 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 28LH05 28LH06 28LH07 28LH08 28LH09 28LH10 28LH11 28LH12 28LH13 13 16 17 18 21 23 25 27 301y 28 " 44000" 337 '' 219 28 1 08600, 448 ,ir,. 289 28 .. DDD .4' 505 ;,.- ,., , "•: V 1 326 28 :".� Q0 � 540 +•• • t 1 `� 'I .ti.. � : ';'' 1300•: 729 4, `'i-,. 466 28 'M 250E � 460' ' ''','1"c . •d4 es' a L"° n: - - •• ; 569 323 205 429 270 484 305 517 704 439 543 1 O N N M •d U) (D U) (V U) 0)..t (D (O WD <Y03 O) rU) (0(0 431C) r .... i'-.- (7'R 0) 113.- M .- d N N d M C003 (O'er 0- (O d CO .D 297 180 395 238 445 267 4 651 388 495 2861 169 379 223 427 251 456 268 563 329 625 364 682 397 454 816 472 (DO)d 0) 0(0(DN0o0)ONU)M WU)0)0 ('-U) (00 rM MU) dO 0 0r- (OM (.0 Nr MN dNdN 11)M(OMWM i 265 150 350 197 394 222 420 236 519 291 576 322 629 351 737 08 782 433 255 142 337 186 379 209 403 499 554 303 605 415 245 133 324 175 365 197 ___ 481 533 285 582 396 ' WV W(3)NOt N(n (' ) - . . ( 4 .- - pp A01 03 0) (3)• A0) (DV W(0 0) NW W N 0 0) A (01.) W W 0) -' 0) (0 (I) W 0l V 228 119 301 156 339 176 357 185 446 228 495 255 540 278 321 894 352 O .-ra(pp r(DV(no(D( r- (0 00(0) CVr N(D d(-M r n. N(D OO(0 NrN. -M Mr dN dNU) N(0M(OM . M(. rOW(O - l4 ) 0 ( O (O a0N0)r - .n(0- N .-N ,-(7 .-M .- QNQN 1 0((ONWM', I WNrCIMP rM4111WWWOQ(� OCM MOMrU) O) MW0- 0) Nr N.-- (9. -C d NNfNONWN NMN0)N NA N--`N 0000(nANMOA, 0)WAOA(ONO)WW -'(00)0)1.3 W V OD W N 0. 0) N V (D , M N M 0 Intl') is o .101 U) 0) M N (-M ( -U) WO)(AN(OMO)V f-h r0)0 .-Nv No Nr N.-CV M.- ' t480 49 50 ilaffiriellerallp 57 58 59 60 61 62 63 64 32LH06 32LH07 32LH08 32LH09 32LH10 32LH11 32LH12 32LH13 32LH14 32LH15 14 16 17 21 21 24 27 30 33 35 32 k7''.• 1t 338 - .,; ,t •, : -, , 32 ; ; ;' 880D +.. ' ,gyp -t •it .; 411 t 255 32 -- 60D.-,.' 516 '' ;-k Y=..:r 319 32 %: i t'"a 571 ;��rt -,x . • ; 352 32 -,i�� t,�i '• 625 385 32 7 ;;a c .': 734 .§.K -_• -' • 450 32 15.L • 817 �l,``- fir" 500 32 :11:. +,• 843 14 515 32 `. 1 t ". 870 4 -" -• -.• • 532 (001(O03 0-04 CON ON N M 04(0 rO (Da) Mr N0) (ON 0)V OO LO . pp 040) 10.- ('3.-- M N M N V' M U)C) (O M i d (O W Q W 10 315 189 353 211 383 229 480 285 531 315 580 343 688 406 785 461 810 476 837 492 304 179 200 369 216 463 270 512 297 560 325 664 384 771 444 795 458 821 473 294 169 329 189 357 205 447 256 495 282 541 308 641 364 742 420 780 440 805 454 284 161 179 345 194 432 243 478 267 522 292 619 345 715 397 766 417 791 438 275 153 308 170 333 164 266 145 162 322 17 257 138 154 312 167 208 430 228 473 251 559 295 643 336 688 355 750 393 249 131 279 146 302 159 379 198 416 217 458 239 541 281 621 319 665 337 725 374 242 125 271 140 293 151 367 189 402 206 443 227 524 267 600 304 643 321 701 355 234 119 262 133 284 144 356 180 389 196 429 216 508 255 581 288 622 304 678 338 227 114 254 127 275 137 345 172 376 186 416 206 492 243 562 275 602 290 656 322 WO) NNN(7) NA. -.��yy (.) —'W- �N�N-.N3 OW - 400 0)A. WV (00 - .10)0)(a) WW NA ON Mtn 0)W NA NV OW COA A0) —'V-'V (FO dd0(O0)(D1A - M0)O(-Mr h0)?V (DN� O r 11) N( NRU) N r Nr Nr Mr Mr Mr dNU)N1)N CON pWp W 0 (') ,- 04 0 0 0) s N } N W M 0) r r W N r h 0) N N�N (9P ('7 (�7��N(AN(vN 11 (18 iu 462 254 505 277 598 327 690 376 738 395 776 422 40391 L rw 445 240 488 263 578 311 666 354 713 374 763 407 his 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 36LH07 36LH08 36LH09 36LH10 36L1i11 36L1 36LH13 36LH14 36LH15 16 18 21 21 23 25 30 36 36 36 • - 292 177 36 ''t!,.1.;- 321 . 194 36 v;,r 47.-] 411 247 3G ° •-. jt1, 454 • r . ' 273 36 •. tzt �• ., 495 297 36 = ■.6.�. 593 f 354 36 ' • :: •17., 697 415 36 ',• - -;!i 768 456 36 '.:•.' 809 480 1 (7W ru) co a) OO 0M *0(0 101() 10d ( nd 0(O W 0)M (D CO W 0-03 (-0) 10M O)U) N.- Mr MN dN d U)M CD 0) hV (mo 274 160 302 176 386 224 426 248 465 269 557 322 654 376 729 412 781 448 266 153 293 168 374 214 413 236 451 257 540 307 634 359 706 392 769 434 258 146 284 160 363 204 401 225 438 246 523 292 615 342 683 373 744 413 U) M ("414)0)14)10'? W D) (01 (0 r d N.- (+(n (0 W N 0 (-. 0)04 (0U) 040) Nr Nr Mr MN •N U)N U)M (00) (-M d (0(001(0(0(001'? (0 (-- 0) 04 r 0) W t() M CO d , t 03 (-O • 0)U) (-r dM0)(-. C'6r Nr (Or MN dN'00) *0M(OM WM 237 128 260 140 333 179 367 197 401 214 478 255 562 298 621 323 677 358 f ON M d Mr( dM (0(ANO(001 I MN 10M N(, 10(0 (00 (0d W 00 (0st Nr Nr Mr (')r MN dN 1 1)04 WM WM 224 117 246 128 314 163 347 180 378 196 450 232 531 273 584 295 637 327 W O) 040) 04(1 MC.) C0 W coo) O)._. N W 0) 0) - -443 0) O tow NO3 WVN0) NV0 - 401 W(O N0) 212 107 233 118 297 150 328 165 358 180 424 213 502 251 551 270 600 299 NO3N0)NANA -'W OW — '04-04-'04 0 WU1O 0 —VA(nN AO7 (10(00) OD ANWO'U)O AU)WV WV 'O) r0)NW.- N0(DOU)1Dr O1-(31 NN .-NM M '-M 04.d .-'m. 196 95 215 104 275 133 303 146 330 159 389 187 463 222 505 237 551 263 191 91 209 100 267 127 295 140 322 153 378 179 451 213 492 226 536 252 STANDARD LOAD TABLE / LONGSPAN STEEL JOISTS LH SERIES Based on a Maximum Allowable Tensile Stress of 30,000 pal Project Name Address Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signatil e FINALAPP.FRM City of Tukwila Fire Department OPin� TUKWILA FIRM DMPARTMMNT FINAL APPROVAL FORM F' l -s"3 / n4:a...7.iL'::L.b.L':::.t3'' '• _ _ ... ... ._ __.__.. n.. ' X Retain current inspection schedule Needs shift inspection Y Approved without correction notice Approved with correction notice issued r 1 John W. Rants, Mayor Thomas P. Keefe, Fire Chief Permit No. ,ti) y7 ~o /U-z- Suite # f/ # 5f / Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington : 98188 • Phone: (206) 575.4404 • Fax (206) 575 -4439 PROJECT ADDRESS: CONTACT PERSON: GARY TALLER REVISION SUMMARY: SUBMITTED TO: OrAl &e-4 Ors 4bA .« a.. aw. n. v v p wnvnu. wu�`. ys. x+ mrr.... v. wrn. mr.: .rr Act�h�i'L!"'fl1Q[f4KYRYtr. tTRa4Y .`.?fJ�1131+t�!!tt„N�Qt:'� CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 DATE: 04 PLAN CHECK/PERMIT NUMBER: PROJECT NAME: BOEING DEFENSE & SPACE GROUP REVISION SUBMITTAL PHONE: 206 - 544 -2975 • ` . 111)c_ sLctid 1 C4 (\© b Por VED r a ■ CITY O 40.II T C NTER SHEET NUMBER(S) .2 F_ Q. .960 --1 FP, 1 ¶... k \Af Pd "Cloud" or highlight all areas'of revisionS and da revisions. (---e( r 3/19/96 o:t- 11 az siMUrsxiarr<w s � 14 19qr) City of Tukwila Fire Department 1'r Fire Department Review Control # ma Re: H.V.A.C. at B . : me gina( buy 5 • a�a5 T Dear Sir: trrtzks %'.`.4�'7.1ti The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. H.V.A.C. units rated at greater than 2,000 cfm require auto - shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required•. (City Ordinance #1742) H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air - moving equipment upon detection of smoke in the main supply -air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (UMC 608) 2. Duct smoke detectors shall be capable of being reset from the alarm panel. (City Ordinance #1742) Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #1742) 3. In areas that are not continuously occupied, automatic smoke detection shall be provided at each control unit(s) location to provide notification of fire at that location. (NFPA 1 -5.6) The installation of wiring and equipment shall be in 'd?5"it' iCa John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 375-4439 Adfr. `u;.'.;:i 3a?eu+�i4 iaSGZ: 1�n�73iti�ti�i+ t4b2'' ra�:,'!v' iSik* 0^: G'. 6" d:,' Wk'"' GS2tt' �`? �Y? 4`.+`�'e3fi�: 9 7 1, ' N �Y :�. 4 City of Tukwila Fire Department Page number 2 accordance with N.F.P.A. 70, Article 760, Fire Protective Signaling Systems. (NFPA 72 -1- 5.5.4) 4. When the control panel is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Fire Alarm" or "Fire Alarm Control ". (City Ordinance #1742) Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (1- 5.2.8.2)) 5. All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1742) (UFC 1001.3) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (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, The Tukwila Fire Prevention Bureau cc: TFD file ncd John W. Rants, Mayor Thomas P. Keefe, Fir? Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575.4439 February 10, 1997 1- 9604- DBW97024 To: 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. /1 4,4 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 DEPARTMENT OF LABOR AND INDUSTRIES THIS .94FmrIES THAT THE PfJR QN N AMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A L Is tei rl; Yj_. iG~:.1- uµ�r� i }4 ,i ti's f . d c' `T_� Wit• '� • S _ ;1:;i ■ - ui. to 01 is i1H1i4i ( ...- � .. te_ - .a tia RR l t.. ' ''.... C t �, .1 4 � tit Ill- Hitt -.•. d' it . :• � k1 t ; "7". ate...• ^r .9 . -'w .} F'o.,• '"r.Q'T 'S: r.�.M ';', , Ag; il ", c a . ; �, t'. `a .>�7'^. �� 1. . �C y: . v 1 < • ,�p..!• �4 in • : sb •••• ; 4f, p°� 5:_ .t , a::.s „i :,_ _. .=• . . SE t*:. ffi: -gn1• -2 Q7= ROE t NC::294ML STATE OF WASHINGTON RECEIVED CITY OF TUKWILA F625 0052-000(3.92) PERMIT CENTER PEN WEB JOISTS (1YP)- 1 .b (BTMP)22A COMBINATION � D)-- r ' ....'" "0 ROD -----,, r /21L `' ITH 6335 OUR HOLE DJUSTABLE INGE TYP EA ND (TOTAL REQ'D) EVAPORATOR UNB 3. -2" S500', H W'21x44 F I EXIST (TYP) 'T 0, o uv '* 31 . I S500 1 W21x44 I - i - EXIST (TYP) _ 5500 B22 CHANNEL B22A COMBINATION EVAPORATOR UNIT REMO 4 W T -0" = 28' -0" L - l S500 1 W18x50 4 W 6' -6" = 26' -0" or PARTIAL ROOF FRAMING PLAN SCALE: 1 /8" =1' -0" N m 622A COMBINATION W/1/2"0 THD ROD 441 -22A BEAM CLAMPS TIP (8 REQ'D) 8107- UFITTING (4 REQ'D) CEILING LINE SCALE: NONE or 7' - 0" EXIST W10x15 B22A COMBINATION () - (2 REQ'D) 622 -SH CHANNEL SECTION SCALE: NONE S5 00 VIEIGHT OF UNIT - 260 LBS OPEN WEB JOIJ S W 6' -6" 0.C. SECTION SS00 WEIGHT OF UNIT - 190 LBS 1/2 "0 THREADED ROD TYP (4 REQ'D) EXIST WALL -- EVAPORATOR EXIST CEILING B22 -SH CONT. B101 CORNER ANGLE N0.12 -14 HEX HEAD SELF - TAPPING SCREWS ENGAGE A MINIMUM OF 3 STUDS —� 1 MAX B22A COMBINATION WITH 8335 FOUR HOLE ADJUSTABLE - HINGE 1 1 19lI 9441 -22A BEAM CLAMP 16 822A COMBINATION I& (2) PER ATTACH POINT VI/2"� THD ROD - (12) TOTAL REQ'D B22 CHANNEL BRACE WITH 6335 ADJUSTABLE FOUR HOLE HINGE TYP EACH END (2 REQ'D) a AIW FACILITIES DEPARTMENT r (6) 8441 -22 BEAM CLAMP 822 CHANNEL EXIST W10x15 moil IiMMINIMMIMIMMINIMMiii LI e 1/2"0 THREADED ROD EXIST WALL EVAPORATOR 922 -SH CONT. 8101 CORNER ANGLE----„ 8441 -22A BEAM CLAMP 822 -SH CHANNEL CEILING LINE 8441 -22A BEAM CLAMPS (TYP) B22 CHANNEL WITH 8101 TWO HOLE CORNER ANGLE AT EACH END TYP (4 REQ 822A COMBINATIO SECTION SCALE: NONE WANED El N0.12 -14 HEX HEAD SELF - TAPPING SCREWS ENGAGE A MINIMUM OF 3 STUDS SECTION SCALE: NONE ra .,./as 9.97 BY )9 S.RANGARAM APPROVED 5500 07.0297 07.09.97 S`00 W97 URDU ITU (EXIST CEILING STRUCTURAL MASTER LEGEND: PLAN AND SECTIONS GENERAL NOTES: BLDG. 9 -53.2 1. VERIFY DIMENSIONS IN THE FIELD. 2. REFERENCE MECHANICAL DRAWING. 3. USE 1/2" -13 SPRING NUTS (6225) AND 1/2 "0x1 1/4" HEX HEAD CAP SCREWS (HHGS) FOR ALL CONNECTIONS. 4. INSTALL THREADED ROD THRU EVAPORATOR HANGER BRACKETS. 5. DIMENSIONS MARKED THIS * ARE FOR REFERENCE ONLY CONSTRUCTION NOTES: REMOVE EXISTING CEILING AS REQUIRED TO INSTALL SUPPORTS FOR EVAPORATOR UNITS. INSTALL EVAPORATOR UNIT SUPPORTS AT JOINTS WHERE VERTICAL AND DIAGONAL MEMBERS MEET AT BOTTOM CHORD OF THE OPEN WEB BAR JOIST. w, moo. I SYMBOL S5OO 771879 -00 ONG NO. 9 -53 -5500 COL. 1 -2 /D -G D.C. AHU -1 L ■ _L 1 1 20 IJij,1 C ..._ ■ ■■■■■u.i �I■■■■U�■!i • :i : :: . :� !iP i i Ir C ■ ■� ■�1 ■■ ■ ■11■ ■■ • 0 tQi I I /�Ilr � ry' � - �� i mmutif■ I lliilt7 ._ �� \ Lim +L■■°iedEZIA' E � [[ WWI/ Ritivm..twx:IN ��+ ps1 " P•3E•$•3 � tl. �I ■• . . 11 1111•111•1 1111•111•1 ■1 � - .., 11 ■1 ,;1u� ®ice •11 - • ■ 1111■ ■ ■■ ■■1111■■ ate I I e 111E0 11® .1 ■ 31•••••111• Im■■■ 111 111 ■■ ■ ■ ■■Tii g 1 1■■■■�■■■ ■■■ • 111••••••• • ■■■■ ■■la■ F X 11 � ■ 6411 4/ ■ ■u•■■ RTF -1 7112 • fl12 ]I ■_ — II ono :Am AHU -4 C2/2,4,6,20,22, 4, 1/2 ° C, 8 #12 v 2 O 0 O 0 O 0 O 0 7/112 W 2C2 -2 2C2 s N 15 NO =M MME d 1/12 CH I df C -COMOL amE L e.D ■. (sm. � w- Eao � L9 ' �=:zaue f■I i�H . . i ii ■■ ■ ��l taw ■ � - 11 t yj t'emzest 17 G4P ) '04 6 tl 6 , PC- 23/2,4,6.8. 1 C,81112 & 31 25 5 25 7 9 29_ -3 AIR- 00901110N 15 LOCATED ABOVE CEILING rnql-oica RENSION JST CONSTR Z3 /UT2 4170044 -02 SF CONSTR UT2 FIELD CHG. 311170044 -02 JSF Z3 LAB STUFFING 3p71879 -00 JSF Z3 LAB STUFFING(AS- BUILT) Jg771879 -00 BY K. DARCY K. DARCY K. DARCY K. DARCY AHU -2 APPROVED DAM P.T. /J. N N. MEHTA N. MEHTA /N 4/14/97 6/11/97 7/9/97 8/7/97 -4- 204 1 I AHU -3 REVISION J APPROVED DA 10 2C2/8,10,12,14,16, 18, /2 "C, 81112 FLOOR PLAN 1/8" = 1 -0" FACILITIES DEPARTMENT ❑ AUBUP..N, WA. 98002 ❑ EVERETT, WA. 98201 ❑ KENT, WA. 98031 ❑ PORTLAND, OP.. 97220 ❑RENTON, WA. 98055 ■ SEATTLE, WA. 98124 PC- Z3/1 6 1/2 "C, 8 11 12 & 11112 GND. II PILE COPY 1 lib that the Plan 0.6:6 :... subject t^ c-- Omissions and ap4:c _7 .. :62 aaatalia M *Man of O. .Ea at 110111111111a MOO 01 CorVactot'a .:: PPN7fad c , I�rr.�il�a Data g AWN P01 ACCEPTAB LEY AP BY DATE A 1. a ,.q nos q«.ecnOxIm and .,e.,ea 6. � . "" . 6 .m ,."., s , .... w 0 }� .0 K, .0616 6 � „ o6 aw'nq x.16 r Ri +; ;,m ,. D MARABLE CHECKED CHECKED VAVREK APPROVED 4. MEHTA POWER CART, Z3 (PC -Z3) \\ i I PC- UT2 /20,2 , 1 /2 "C,4ff10 & 1(112 CND 5/14/91 POWER CART, UT2 (PC -UT2) 1/2 "C, 4fl10 2C2/31,33,35, 5/15/96 5/15/96 ELECTRICAL MASTER CITY OF TUK0IL4 APP60440 AUG 2 1 1997 AS NO510 BUILDING UIV18107 LEGEND: 1 A/C 1 a 8' RECEIVED CnY OF TIIKWIIq PERMIT CENTE4 208Y/120 VOLT POWER BUILDING 9 -53.2 COL. A- G/1 -4.1 15A, 125V, 1 PHASE, DUPLEX RECEPTACLE 20A, 125V, 1 PHASE DUPLEX RECEPTACLE 15A, 1250, 1 PHASE DUPLEX RECEPTACLE (DEDICATED) 154, 125V, 1 PHASE, DUPLEX RECEPTACLE DROP 30A, 1254, 1 PHASE, TWISTLOCK RECEPTACLE SINGLE POLE TOGGLE SWITCH 120/2084 DISTRIBUTION PANEL TRANSFORMER, CAPACITY, PHASE & VOLTAGE AS SHOWN DISCONNECT SWITCH, NON- FUSED, XX AMPERES POWER CART AIR - CONDITION UNIT SOUND SPEAKER PUSH - BUTTON STATION DOOR BELL , 608000S 91560, 8/11592 120 -8/24V TRANSFORMER AND LOW VOLTAGE PUSHBUTTON. HEAT DETECTOR A/C REMOTE TEMPERATURE CONTROL UNIT GENERAL NOTES: 1.) ALL CONDUIT TO BE 1/2" EMT UNLESS OTHERWSE NOTED, 2.) ALL WIRE TO BE 912 THYIN UNLESS OTHERWISE NOTED. 3.) THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS. 120/2086 277/4800 "A" PHASE (LEFT BUS IN PANEL) BLACK BROWN "B" PHASE (CENTER BUS IN PANEL) RED ORANGE "C" PHASE (RIGHT BUS IN PANEL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN 4.) LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER NSIBLE BY APPROPRIATELY COLORED TAPE. 5.) ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG-IN CIRCUIT BREAKERS ON BUSWAY. 6.) FEEDERS TO PANELS AND BU58405 SHOWN ON SHEETS E2 AND E3. 7.) DYMO LABEL ALL RECEPTACLES, JUNCTION 80665, SWITCHES, ETC., WITH CIRCUIT 10E4110061104, 8.) INSTALL EASED PANEL SCHEDULES UPON COMPLETION OF JOB. 9. REF. DWG. 109- 053 - 2001 -6144 (FOR DET.MOUNT.OF FLOOR RECEPTACLES). 10. MODIFY DETAIL WHERE DUPLICATE 4 -PLEX RECEPTACLES ARE SHOWN, MOUNT THE TWO RECEPTACLES 90' TO EACH OTHER UNDER THE FLOOR TILE. RUN AN INSULATED 912 GROUNDWIRE FROM RECEPTACLES BACK TO PANEL. C • C• ST'UC ION NOTES: PANEL 202: INSTALL CIRCUIT, BREAKERS, CONDUIT & 8906 FOR CIRCUITS 2C2/260,28b,30c, +GND & 2C2/324,34b, +CND. NOTE: INSTALL A CND WIRE WITH EACH CIRCUIT AND CONNECT IT TO THE A/C UNITS GND TERMINAL. INSTALL 064006D DISCONNECT SWITCH, INSTALL CONDUIT & 0RE AS REQUIRED TO CONNECT THE CIRCUITS FROM PANEL 2C2 AS FOLLOWS: 1. 2C2/260,28b,30c, +GND TO THE 5 TON A/C UNIT. 2. 202/320,343, +0ND TO THE 3 TON A/C UNIT, INSTALL 111E "REMOTE TEMPERATURE CONTROL UNIT" ON THE WALL AND INSTALL CONDUIT TO THE A/C UNIT. THE 13 CRAFT MU. PULL -IN AND CONNECT THE 760108T SUPPLIED CONTROL CABLE. LF Q ! \6 2E63 1 A MEE, 2E64 .5 KEY PLAN tt/� ' A 1 '0 (40. c(00-9010) 8/7/97 C 7/9/97 D.0 OB NO. LAST RE 1 Svu001. 2E60 9- 53 -2E60 DA (7� U RF 2 ,'• i '. MIME i ► � IMAI ■ ■■ ■ IIil1 1 5 ... I 1 -- may i■■■ ■ ■■ ■ - ® I TS S I. 41 I I f 7 , :.m ■ A•i ■ • • HU-2 AHU -1 RF -1 7 •�' •� � • m i l M■L� ■1 ■ a ■ JL ■ j i— I h IL • —i p J F e. ° ■I _I . ■■ U • ■■ 0 1 `PI ■• ilk '. , 1 ■■[ ■ VIIR ■■ I ' I iI'j'i , o o i.L4 , 0 0 t'� i 0 0 6 i ,.. L I �rAIW� . 100.7 6 i (20 ) u �i � i ■ . ■ ■ ■ ■■ 1 ■■ 0 O 00 ) 01 C ,2 #1 LT_ RT 15 T TON -� _ I � � ■ PRI . \ '� ■ PBW SH n ® '. C - D bi '1 'Ammon • I _Li W ■d■ , ®. - � r ' �.V7 ■ ■ ■ ■ ■I aa _ ■ is .. 1 N a aa 1111 " 1 2 .11111111■ m u 1 � � d,1' j '• 11111 II Ii= -■ 1 ■ ■ ■ ■■ ■1 ■1 . ■■ 11■■ ■■ . ;, 186 ■ a■ as HMI ME .�� ■..11..1 a.. 1 �I 111111111111 . 1 MUM aa ■ -.I 1 .■ _nom mmm =.�- a =s --m =� 1 -- Bomme L { _ - -- _ - - ._ .. _ 0 . F as Er-7 - C moo= C - f l oNmi - Em � o � z - _ -- � � - A � �' MECHANICAL R ROOM - 3/4 WIRES - �` I I� ■ ■■■MI . - 2 2 � = ■ ■ ' ' OAR -- f ":° � �U ■ ■■ • •■ ■ ■ ■u .N o o L Ro'.� ■ ■ ■/4 r rli■■ ■ ■ ` `.I■1 ■ ■N■■■■ ■ ■ ■■ 0 E,11El io - � � ■a ■ ■■■s■o�,■ss■■ ■ ■1 ■ ■■■a■ ll�ry1 � AHU I I + 9Rm, 5 `. ■ ■P•IM 1 �;■ , 1 ••■�1 f ,,�■ ■• • •■•••• ■ ■ I - { — i 'dr u u rc 4 1 M 4 i iPR : C C ■ ■ ■ ■ ■ ■■ ■ MI ■ ■ - - -- T - { ��11 Me x x4 J-BBX s ' "D I II 1 i 6 1, = '' ��..�(�TM R R 1 - - / I 61 ' T2 � �� i i r r. d ' _ _ , r rfh_ - -�Ja 1 - . Y, ■7 nxxixx M MI o • i . �i ■ ,, , ,, 7 7-. � ■ ■ r r■ • i■L,� � ■ A A • • i� ■ ■a 24,.... M �� �; A B nloribit);& PROM CONNECT AHU UNITS TO ADT J #770045 -L0 JSF FIRE SUPPRESSION Z3 /UT2 J #170044 -03 C JST UT2 LAB STUFFING J #771517 -00 D JST Z3 LAB STUFFING J #771879 -00 K.DARCY JV N.MEHTA K.DARCY JV N.ME ITA K.DARCY PT N.MEHTA K.DARCY art 3/04/97 4/09/97 7/1/97 7/7/97 PANEL IN Z4 AREA SEE DWG 9- 53 -2E6 1/8„ = 1_0" FLOOR PLAN FACILITIES DEPARTMENT S"3 K E. DARCY J. J VAVREK 2/27/97 3 /4/97 INSTALL CONDUIT AND WIRING FOR THE POWER SHUTDOWN. NOTE: TERMINATION OF WIRING IN THE A/C & POWER SHUTDOWN PANEL MUST BE PER DRAWING • 109 - 053- 200D -E502. TERMINATION OF WIRING INTO THE LIEBER, A/C UNIT MUST BE PER MANUFACTURER'S INSTRUCTIONS. 0 0 0 0 CD 64 0 j � Joa LAST • 2E260 9- 53 -2E260 ACCEPTAB EODIE DUARTE NAREN MEHTA 2 -26 -97 3/4/97 O ELECTRICAL MASTED GENERAL NOTES: r> 12 #14 WIRES, 6 RED, 6 BLACK, WITH 1RED & 1BLACK ROUTED TO EACH SMOKE DETECTOR FOR ADT ALARM. CONNECT WIRES TO SPARE 9.0. ALARM CONTACT IN EACH DUCT SMOKE DETECTOR. 2. ALL FIRE SYSTEM JUNCTION BOXES SHALL BE PAINTED RED. CITY OF 0066113 APPROVED AUG 2 1 1997 AS OSLO BUILCINC DIVINKM LEGEND: S DUCT TYPE DETECTOR, SMOKE ADT "PID (S)" FOR AREA NOTED ,06 NOTE: "PID" = "POINT INTERFACE DEVICE © CO CONTROL PANEL COMPUTER POWER & A/C SHUTDOWN PANEL SEE DWG(S) 109- 053- 2000 -E502 & E503 CONSTRUCTION NOTES: INSTALL CONDUIT AND WIRING FOR THE POWER SHUTDOWN. NOTE: TERMINATION OF WIRING IN THE A/C & POWER SHUTDOWN PANEL MUST BE PER DRAWING 109 - 053 - 2000 -E502. FIRE ALARM SYSTEM BLDG. 9 -53.2 TERMINATION OF WIRING INTO THE LIEBERT A/C UNIT MUST BE PER MANUFACTURER'S INSTRUCTIONS, UNDERFLOOR WATER DETECTION SYSTEM: 1.GCU(E1) TO INSTALL CONDUIT AND CABLE FROM CMCS PANEL TO WATER DETECTION CONTROL UNIT; SEE DWG 2E261. 2. E4 TO TERMINATE WIRING AT WATER DETECTION PANEL(SEE DWG 2E261). 3. L3 TO TERMINATE AT CMCS PANEL. KEY PLAN RECEIVED CITY OF TDKWIIA COL. A- G/1 -4.1 D.C. D 7/7/97 C 7 97 BOL REVISE bliCJ1 LS/3-4 J'FI371zo -o2 MKB-rooirr Z(9 HpFA M RF_1013 E Ga=K 11T - rev/. 111i9 P PRUV■VE S uPPLy{ e6iLIKIJAle JoO BOTTOM OF SUPPLY RETURN DIFFUSERS IN11, THIS AREA TO BE;� I2'-0" APE 1 1, a56K3B UP £ DOWN, • SEE SHEETS M 206 4 M FOR CONTINUATION 17X11 310 CFM , 18X12 4 MO masmu■IvaumNossa e 8 7 MIS 20)014 60 1 X18 147 DN. TO 12x4 EAG -,I (100 CFM) MOUNT 8" FF (TYP. OF G) FOR CONT. OF -10 2 DUCTWORK, SEE DWG. M-211 ANIEll .11111MEMI 71 1 ii® ,-_ -- a1Z CON STRU CT10 N NOTES : REMOVE RETURN AIL DUCT AS MARKED, INSTALL 12524 uc4 wlTH VOWM£ 54MPER. 3 INS1ALL 1515415 4 RETUeH 5115 61/ MAKING A TAP IOXID "TD EXISTING DuCTW144, ROUTE AS 040144 To AVO MAN5AR5 INSTALLATION. PROVIDE VOLUME DAM PEIZ 310 CFM 32X27 10X12 158'_0" M E%AKG FACILITIES DEPARTMENT a ; .. 1k' 6 r . . 22rC : / 65 22X14 - `, 20X12. 2ND FLOOR PARTIAL PLAN SCALE :b ❑ }L UBURN, WA.98001 ❑ EVERETT, WA.98201 ❑KENT , WA . ['PORTLAND, OR.97220, 1:1 RENT ON, WA .98055 . SEATTLE, WA .5E124 PPPPPP - 120 CF.yf ACCEPTABILITY 27, 8.• •Y'• 14X10 155 , 1 , 1 1 [4 8 0 - 11 c 3 ,ato-211 Iiii .8 EAG-2 450C - 1 i® I NS 711 7 OF 4 ri I — . - . II[8 0. L la T " z 2.2 1! ! t� a.�C szx i !Il Jt L' � eI _ ; 6,5 1T.J431475 ' 1111 V.° lil E . MJ40' s ► O I , 4 80 Af ,84�• /. / - - 20:£ 8 ■ vo •� ®'ail ( m �+ t d Vo /6 .Lecl7C1 74,0¢„4+0571A . 4 ' RAR-I 3 40 11•ltq J As-d,,7 -.Q0/es ./V93 M 34 9s.F. TER M 124, 88 , 8/5 - 02/95 V= OM DMZ EIZIEEMICM 771875-0 - 0 5 5.... PAXTO 5/...0 D 11 n . DMN Y • 5. 11 L VIE PORT1 - DSO 0- 1727 lo12.1 oL 124170.R. 124170.R. TowEe. 67421/ RECORD. DRAWING ISSUED TO OWNER. ifiNIEN1 20 SEPf: • a MI 1010.6: MECHAN I CAL MAST ER BLDG. 9 -53.2 COL. A - 9/ 1 - 4 DC LOT 11101.. . 109- 053 -4060 Z3C 7 /5 ASBESTOS NOTIFICATION: A GOOD FAITH SURVEY OF THIS BUILDING HAS BEEN CONDUCTED AND NO ASBESTOS CONTAINING MATERIAL WAS DISCOVERED WITHIN THIS BUILDING. 18X10" R.80 AC2Ca3 5756 7 7 1 /8x /Gi CON OF TO MO APPROVED AUG 2 1 1997 AS PI'UI'1 ISUILL'!IVG 8010104 A/L.4474V /N074.1_L.4740N 0,0 _ c4, . / T. 0vee _ t/•0 .4.v0 Occ,AO5.G .4.COGSS .oeoe (TA' /NS22 _ WEri .PAN.G Is /NOIC.A7G5 PO /NT AT WN /GN CO•TYAG70e /V /LL .S74¢7 To A-UQ,v ore NeAV OV/C75, OiA=ausG,es .er.•e's. RECEIVED CITY OF TUKWIIA NOTES /4,0104766 /HA NB4•e5 70 _,A4 ///57,4 44.G0 (.0 - .00 C..7 Lr SECOND LO •R PERMIT CENTER KEY PLAN `N (WAS 109 - 053 - 1000 - M 209' M THE AUSTIN COMPANY onmoNENN • POIN.RII - .,ILDa■ HVAC - 2ND I°LAN I. ALL DUCT SIZES SHOWN ARE. INTERNAL CLEAR DIMENSIONS WITH ONE INCH SOUND LINING IN THE INSIDE OF ALL SUPPLY, RETURN AND EXHAUST DUCTWORK. 2.F0 EXACT LOCATIONS OF SUPPL RFTIIRN DIFFI)SFRS SEE ARCH. RFFLFCTFD CEILING PI ANS 3.MOTORIZED DAMPERS FOR HALON FIRE SUPPRESSION SYSTEM TO BE LOCKED BACK TO RELEVANT ZONE HALON CONTROL PANEL. BY CONTROL CONTRACTOR 531 (j i (.' cC? Ir'1 %Ir IMO M° 0 q1111 -01, 84 -5325 7 -yq-I I sr..o• ..Ia EOL 2A A UT2 HVAC & EPO PANEL 9'Dx24 "Wx41 "H Not to Scale Riser Diagram — Typical Not to Scale CO2 CONTROL PANEL — Discharge Warning Sign 4'0x14.625 "Wx21.125 "0 Panel Dimensions GRAPHIC MAP 14 "Wx10 "H FLOOR 3A Computer Room Detection SCALE: 1/8" = 1' -0" ELECTRICAL SYSTEM NOTES: I. FIRE ALARM SYSTEM SH All BE INSTALLED AND TESTED IN ACCORDANCE WITH NEPA 72. AS WELL AS ALL APPLICABLE LOCAL CODES. 2. SMOKE DETECTORS SHALL BE LOCATED NO CLOSER THAN 3 FEET TO AN AIRSTREAM SUPPLY AIR OUTLET. ALL SMOKE DETECTORS SHALL BE INSTALLED IN AN ACCESSABLE LOCATION TO ALLOW FUTURE TESTING AND SERVICE. 3. ALL WIRING SHALL BE IN CONDUIT AND CONFORM TO NEC, ARTICLE 760. 4. HIGH AND LOW VOLTAGE WIRE SHALL BE RUN IN SEPERATE CONDUIT. 5. PAINT ALL J -80XES RED TO IDENTIFY FIRE ALARM SYSTEM. 6. INSTALL 1/2" DIAMETER RED DOTS ON THE CEILING SUPPORT GRID INDICATING LOCATIONS 07 UNDERFLOOR DETECTORS. Discharge Warning Sign 2A ID) LS F Wire Legend Type Description A 2 -$16cu AWG Solid B 2- 'j16cu AWG Solid EE I 1 j 1 -4" NOT PART OF HAZARD Device EI-ivations Not to Scale SP CCP 2A CEILING E 8' MAX FLOOR B CO S OF A \(A C S OF \ A I A A UF A If I / A ' 2A © �u 2A EOL � YUF r 2 ¢UF OUF Z3 n1 TO 120VAC CIRCUIT COMM LOOP FROM PREVIOUS DEVICE COMM LOOP TO NEXT DEVICE COMM LOOP FROM PREVIOUS DEVIC COMM LOOP TO NEXT DEVICE FAST RELEASE CONTACT P2 P3 ITS ;$ NO NC C NO NC C NC NO C SUPERVISORY ALARM TROUBLE MAIN DRY CCNTACTS L r C NC NO C NC NO C NC NO C NC NO REEAYI RELAY2 RELAY3 RELAY4 OPTIONAL DRY CONTACTS PI 24VAC BATTERY H N SUPERVISED OUTPUT MODULE SOLENOID RELEASE MODULE P2A STANDBY BATTERIES BLACK WHITE O G 17AMP HOUR BATTERY NOTE: ONLY USE MOMENTARY SWITCHES IF PROGRAMMED FOR ABORT OR RESET. CHEETAH CONTROL SYSTEM PANEL TRANSFORMER 51 5AMP (4) — RJ11 SERIAL PORTS 65232 85232 R5485 R5485 PRINTER, COMPUTER. MODEM, ETC. AUX FROM PREVIOUS DEVICE AUX TO NEXT DEVICE SUPPLEMENTARY POWER SUPPLY (INDICATING DEVICE) 24V 2.0 AMP OUTPUT CIRCUIT TB1 TB2 SCout ( —) AUX + Sout ( +) AUX — SCin ( —) AUX + Sin ( +) AUX — SOB + SOB _ SOL + SOL — TB1 Sin ( +) Sout ( ) SCout ( +) SCin ( —) IN A IN 8 AUX FROM PREVIOUS DEVICE AUX TO NEXT DEVICE 12VOLT 12VOLT SOLENOID SOLENOID COMM LOOP FROM PREVIOUS DEVICE COMM LOOP TO NEXT DEVICE 1EOL (PULL /ABORT) CONTACT MONRORING CIRCUIT (002 SOLENOID VALVE) OPTIONAL TRANSFORMER 52 5AMP L AUX PWR P AUX PS PWR COMM LOOP 1 P6 COMM LOOP 2 P7 AUDIBLE AUDIBLE 2 P9 17AMP HOUR BATTERY [IA — 0 485 + 0 —O AUX 1 —0 AUX 2 — O + o — — o — O + O 0 — — o _ p +0 +o OPTIONAL ANNUNCIATOR 24VDC 7.04 /FLAME AND 4 —WIRE) RESETABLE (TO \) 24VDC 2.OA ITO SOM, SRM ETC) CONTINUOUS \ \ 24VDC 2.OA ITO SOM, SRM ETC) CONTINUOUS \ / SUPERS VIED STYLE 4 CLASS B STYLE 6 CLASS A LOOP BACK TO PANEL SUPERVISED STYLE Y CLASS B STYLE Z CLASS A LOOP BACK TO PANEL TRUE CEILING 4" OCTAGONAL BOX CLAMP T —BAR CEILING 6" BASE HEA0 CEILING SENSOR MOUNTING DETAIL CONDUIT JUNCTION /P', 80X FLEXIBLE CONDUIT (LENGTH AS PERMITTED BY LOCAL CODE) 1/2" FLEX BY 6' - 0" (LENGTH AS PERMITTE�}IT YOFETUKWILA O BY LOCAL CODE) J BOX MOUNTED WITH CADDY CLIPS HEAD WITH 4" BASE UNDERFLOOR SENSOR MOUNTING DETAIL PERMIT CENTER J P oleclion Systems ONSion Fake C&porolion DATE: DRAWN: CHECKED: APFROVED BY: SCALE: N0. DATE 4/95/97 3/20/97 JRL 5T ST 1/8 " =1' 0" REVISION ISSUE FOR REVIEW BY ST SUPP0SSION SYSTEMS, INC. SPECIAL HAZARD FIRE PROTECTION 4417 PACIFIC HIGHWAY EAST TACOMA, WA 98424 Inv mu- ssc-noc PROJECT NAME: CO2 Suppression System P _oeing Building 9 -53.2 SHEET TITLE: Computer Room UT2 & Z3 Electrical Plan JOB NUMBER: 9705 2 2 — 2 1 / 2 1/2" Pi in _Isometric — Z3 UT2 3/4 sometric — UT2 Pisin• X X 3/4" 3/4 "x1 /2 "RD 1 m Computer Rooms — CO2 SCALE: 1/8" = 1' - 0" 3/4 "x1 /2 "RD / 1/2" 11 m n 0 fi UT2 Z3 UT2 UT2 Z3 Z3 CEILING 1668sgft / 250 = 6.7 Detectors 9 Supplied UNDERFLOOR 1668sgft / 250 = 6.7 Detectors 9 Supplied 3 Det'o =tor Spacing CEILING 4146sqft / 250 = 10.6 Detectors 10 Supplied UNDERFLOOR 4146sgft / 250 = 16.6 Detectors 18 Supplied fl Air Changes ABOVE FLOOR 8.6 CHANGES /HOUR UNDERFLOOR 0.0 CHANGES /HOUR ABOVE FLOOR 7.1 CHANGES /HOUR UNDERFLOOR 0.0 CHANGES /HOUR NO UNDERFLOOR NOT PART OF HAZARD 1Z t 1 /2 "x1 /4 "RD PIPING SYSTEM NOTES: r � 1 1. PIPE LENGTHS AND LOCATIONS ARE TO CALCULATE CO2 FLOW Ck1ARACTERISTICS. ALL PIPE LENGTHS TO BE FIELD VER,'FIED FOR PROPER INSTALLATION AND ROUTING. CHANGES iO- -.PIPE ROUTE MUST BE bc.R,FIED BY SUPPRESSION SYSTEMS TO DETERMINE IF THERE ARE ANY CHANGES IN THE CO2 ' CHARACTERISTICS AND 'NOZZLE SIZES. 2. N00A 12. SECTION N0. 1 - STATES THE GENERAL REQUIREMENTS FOR ALL PIPING AND FITTINGS INSTALLED FOR CO2 SYSTEMS. FOR HIGH PRESSURE SYSTEMS, ASTM A - 106, GRADE A, B, OR C; OR ASTM A - 53, GRADE A OR D STEEL PIPING IS ACCEPTABLE IN EITHER BLACK OR GALVANIZED. FURNACE BUTT WELD ASTM A - 53, ASTM A - 120 AND ORDINARY CAST 11008 PIPE ARE NOT ACCEPTABLE. SCHEDULE 40 PIPING IS ACCEPTABLE FOR 1/2" AND 3/4" PIPE SIZES. ALL PIPING 1" OR LARGER MUST BE SCHEDULE 80. STAINLESS STEEL 00 ANY OTHER MATERIAL USED MUST BE RATED FOR INTERNAL WORKING PRESSURE OF AT LEAST 3,000 PSI IN ACCORDANCE WITH THE POWER PIPING CODE, ANSI B31.1. 3. CLASS 300 MALLEABLE OR DUCTILE IRON FITTINGS SHALL BE USED FOR SIZES UP TO AND INCLUDING 2 ", LARGER SIZES REOUIRE THE USE OF IP5 OR FORGED STEEL FITTINGS. CLASS 150 AND ORDINARY CAST IRON FITTINGS ARE NOT ACCEPTABLE. FITTINGS MAY BE WELDED, TRHEADED OR FLANGED. HEX BUSHINGS MUST BE RATED FOR 3,000 PSI. 4. IF VALVES ARE PROVIDED WITHIN THE PIPING NETWORK THAT MAY TRA° THE GAS, A PRESSURE RELIEF DEVICE THAT OPERATES BETWEEN 2,400 AND 3,000 PSI MUST BE PROVIDED IN THE PIPE SECTION WHERE THE PRESSURE MAY BE TRAPPED. 5. ALL PIPING MUST BE RIGIDLY SUPPORTED BY A COMBINATION OF PIPE HANGERS AND RIGID SUPPORT BRACKETS. PIPE HANGERS SHALL BE SPACED AT INTERVALS NOT EXCEEDING 15 FEET. RIGID PIPE SUPPORTS ARE REQUIRED TO SUPPORT THE "LIVE LOAD" OF THE PIPING SYSTEM DURING DISCHARGE. RIGID BRACING IS REQUIRED AT EACH DIRECTIONAL CHANGE FITTING, TEE AND NOZZLE. 6. ALL THREADED PIPE JOINTS MUST BE SEALED USING TEFLON TAPE OR THREAD SEALANT. 7. ALL PIPING AND FfTTINGS MUST BE REAMED, BLOWN CLEAR AND SWAB3ED WITH A CLEANING SOLVENT TO REMOVE DIRT. RUST AND OIL. 8. PIPE REDUCTIONS MUST ALWAYS BE MADE DIRECTLY AFTER THE TEE, WITH THE TEE BEING THE SAME PIPE SIZE AS THE INLET UNE TO THE TEE. REDUCTIONS MUST BE MADE USING A COMMON CONCENTRIC BELL RECUCER OR CONCENTRIC REDUCING COUPLING. REDUCING BUSHINGS ARE NOT ACCEPTABLE. UT -2 = 4146 sq.ft. x 1.5 = 6219 cu.ft. 6219 x .043 = 2671b /min flow rate 6219 x .083 = 5161b CO2 minimum required 516 / 75 = 6.8 cylinders, use 11 —751b cylinders Supply 11 -751b CO2 = 8251bs CO2 825 / 2671b /minute = 3.09 minutes discharge time Use 8 nozzles type "5" 1/2" FP -1 FP -2 SYMBOL OUAN. 2 BEI s,1 2 D 3 6 3 0-D 3 O ▪ 3 01 3 ® 2 O 27 OUF 27 O 4 Q 11 SO 4 c 12 2 8 CARBON DIOXIDE (CO2) LEGEND 2 2 1 LOT EIKE EIKE FIKE EIKE EIKE EIKE EIKE Drawing Index Sheet Description PIPING PLAN VIEW, ISOMETRICS LEGEND, INDEX, NOTES ELECTRICAL PLAN VIEW, NOTES DETAILS Boeing 9 -53.2 CO2 System Flooding Factors .0431hs / cu.ft. = 30% Flooding Factors .0831bs / cu.ft. = 50% Discharge rote = 30% or more in 1 minute Hold 50% for 20 minutes MANUF. CAT ;4 TIKE 10- 052 -R1 BOEING BOEING FIRE- LITE BG -10 EIKE 10 -1639 ELLENCO 55E WHEELOCK RS241575VFR WHEELOCK MT24LSMVER WHEELOCK MB- 06 -24R EIKE L70 -202 FIKE 67 -1032 EIKE 67 -1037 EIKE C70 -075 -4 CO2 CYLINDER MASTER EIKE C70 -075 -2 CO2 CYLINDER SLAVE EIKE C85 -009 CO2 MASTER CYLINDER SOLENOID VALVE C80 -010 CD2 NOZZLE 1/2" "5" TYPE C70 -1072 4 CYLINDER RACK WITH WEIGH BAR C70 -1073 10 -2204 55 -020SW 55 -021 55 -022 Z3 = 1668 sq.ft. x 1.5 = 2502 cu.ft. 2502 x .043 = 10716 /min flow rate 2502 x .083 = 20815 CO2 minimum required 208 / 75 = 2.7 cylinders, use 4 —751b cylinders Supply 4 -751b CO2 = 300Ibs CO2 300 / 1071b /minute = 2.80 minutes discharge time Use 4 nozzles type "S" 1/2" DESCRIPTION 002 CONTROL PANEL POWER AND HVAC SHUTDOWN PANEL CO2 MANUAL RELEASE ABORT WITH LIGHT EMERGENCY POWER OFF SWITCH (EPO) S7ROBE SOUNDER /STROBE ALARM BELL 6" WITH STROBE 002 PRESSURE SWITCH CEILING ION 5600E DETECTOR 6" BASE UNDER FLOOR ION SMOKE DETECTOR 4" BASE 11 CYLINDER RACK WITH WEIGH BAR R'LAY MODULE 4PDT FAST RESPONSE CONTACT MONITOR SUPERVISED OUTPUT MODULE SOLENOID RELEASE MODULE CUSTOM SIGNS DATE: 3/20/97 DRAWN: JRL CHECKED: ST APPROVED BY ST SCALE: 1 /8 " -1 -0 NO DATE REVISION /15/47 DD, rvis o P otection Systems F',ke Corporotion SSUE FOR R EVIE BY Si ENCLOSURE CUSTOM CUSTOM 4/S 4/S 4/5 4/5 4/S 4/5 4 -0 3 -0 CITY OF PERMIT CENTER PROJECT NAME: SUPIPIESSION SYSTEMS, INC. SPECIAL HAZARD FIRE PROTECTION 4417 PACIFIC HIGHWAY EAST TACOMA, WA 98424 [66 1 4041 Et.12s CO2 Suppression System Boeing Building 9 -53.2 SHEET TITLE. Computer Room UT2 and Computer Room 73 .'00 NUMBER: 97) FP-1 wTV E PERMIT CENTER FILE COPY 30EDN D E F E �1 S - Q E & SPACE G .R0 U r I �r .- ,- - '.:. - : t` . t the Plan Check cF":�: -': cr.T 4 REQUIRED _„.. tD a�rs and eMWoro end c c 1 Plc.:: coos not a OMNI ON Maatlon o, any et ooae a arl� t o, canvactora co o, aP� SEPARATE PERMIT FOR: .. ❑ ./ MECHANICAL 53 ELECTRICAL ❑ PLUMBING CO IN DIVISIO BUILDING DIVISION lJ SF ���JJ \) Z ' ��/ -1 • s„luFFIING � /3a /' 7 a n l(), (J P e No — 1 11911--0 o J 9-53.° BOEING DEVELOPMENTAL CENTER DLI AP 9725 EAST MARGINAL WAY SOUTH JUL 291997 AS NUILU TUKWILA, WASHINGTON 98108 B LDI UDIVTD VICINITY MAP AREA MAP CODE SUMMARY DRAWING INDEX BUILDING ADDRESS: 9725 EAST MARGINAL WAY SOUTH TUKWILA WASHINGTON LAND USE CODE TUKWILA BUILDING CODES 1994 UK WASHINGTON STATE ENERGY CODE, WAC 51 -20 BARRIER FREE CODE AS ADOPTED OR AMENDED, AND COMPLIANCE WITH THE CITY OF TUKWILA ZONING OCCUPANCY GROUP GROUP B CONSTRUCTION TYPE TYPE II -N FLOOR AREAS: BUILDING FOOTPRINT 54,821 BUILDING GROSS 97,901 FIRST FLOOR 54,821 SECOND FLOOR 43,080 PENTHOUSE BUILDING HEIGHT 44 ft 2 OCCUPANT LOAD: NO CHANGES HANDICAPPED REQUIREMENTS FIRE PROTECTION BARRIER FREE FULLY AUTOMATIC, F/S CLASS 1 SPRINKLERS THROUGHOUT SEISMC ZONE 3 DRAWING NUMBER SHEET NUMBER DRAWING TITLE REVISION E ER DATE ARCHITECTURAL g -53 -A1 Al TITLE SHEET J 109 - 053 -4040 M -1 CHILLED AND HOT WATER PIPING PROJECT `I 0 SAD - S'T12UCTA174L SE \\. FROM DOWNTOWN SEATTLE is-o C:-) PROJECT SITE \ \ - • f . 1 \ s t \\;\ \ / 9 -53 ,Q O '�wO�Q \\// _ 9-98 9 -50' \ O MFC ■ • 9 -101 g -9a 9_50 .. J J - - C 1 t 7-12 ®RED c c.' Nv \\\ cE (F n) E \ 900 \ \\ � ' ; � . u O o vr „,, , ” \.. c . 6\ `•. f a \ ,\ 4 , ' ® °0 ,\ \ / �/� a " � \ 9 c .i3 f x EDa .i3 �� \ Dar \ ,sa 46 ,`, 1 MECHANICAL PROJECT CHECKLIST CHECK BESIS OX ® THESE DRAWINGS CONFORM TO THE 1994 U.B.C., U.F.C., U.P.C., AND WAC 51 -20 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 10 -A. ❑ BUILDING FLOOR NUMBER ON PRINT FOR AREA OF CONSTRUCTION. NUMBER OF PRINTS REQUIRED FOR PERMIT PACKAGE: 6 SETS OF EN ❑ 1. GENERAL PERMD (SHELL CALCULATE & COR EO NS 2 SETS OF CIVIL DRAWINGS WITH UTILITIES 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 PROVEMENTS, 5 COMPLETE SETS NT 111 3. MECHANICAL, 5 COMPLETE SETS ❑ 4. FIRE PROTECTION /SPRINKLERS, 4 COMPLETE SETS IQ BRIEF PROJECT NARRATIVE o ,. ED ,, , m ^ � � vBO � A ESS RD Q \ -� Q : - 3 \ \ E x0 \� 0 . ��� eta., ST ( \ \ ■ ELECTRICAL ., � \J \ ' '� • � ,sT �`;-� � \ ' \ \ \ j �\ \ rng No SCALE BUILDING 9 -53 LOCATION _ ` 599 FROM KENT 9OD sf MARGINAL WAY TUKWILA O & AUBURN \ I 1 CORPORATE PARK r 99 Q) FROM SEATTLE - TACOMA AIRPORT NO SCALE DEVELOPMENTAL CENTER INSTALL ONE 5 TON CHILLED WATER AIR CONDITIONING UNIT WITH 2350 CFM. INSTALL ONE 3 TON CHILLED WATER AIR CONDITIONING UNIT WITH 1250 CFM. - GENERAL NOTES CONSTRUCTION SET OF DOCUMENTS, REVIEWED AND STAMPED BY CITY OF TUKWILA MUST BE ON SITE DURING CONSTRUCTION. DO NOT PROCEED WITH CONSTRUCTION WITHOUT ABOVE MENTIONED SET OF DOCUMENTS. 1. VEIFY ALL 2. NOTIFY FACILITY ISTING IONS DESIGN REVISIONS. 3. COORDINATE WORK WITH OTHER CRAFTS. 4. RETURN THIS SAME SET TO TERRY BENNETT AT BUILDING 9 -51 COLUMN N /1, AFTER COMPLETION OF THIS CONSTRUCTION. K 9 o . . o �. "" R 'DR B APPROVED °" Bx " BY `"° ° °" ID AUBURN, WA. 98002 ❑ EVERETT, WA. 98201 B®EZAW 111 KENT, ' WA. 98031 FACILITIES DEPARTMENT El PORTLAND, OR. 97220 iii RENTON, WA. 98055 • SEATTLE, WA. 98124 ACCEPLABUTY s=execKnoo is m ° s.R EV N DLDS 122099 wa" COVER SHEET "REVS./ S BO° °" TLAST Al oR B MODIFY AVMS LAB (J #737274 -00) JW CH WH CH 07.15.93 G V -LABS (J #167005 -00) MRM 3.29.96 C.E.E. C RECORD DRAWING JW CH WH CH 12.08.93 H ZIC -LAB (4762647 -00) MRM 8.16.96 APPROVED BY DEPT. DATE °1GR ° BUILDING 9 -53 ARCHITECTURAL MASTER D.C. D IBS FACILITY (J #157129 -00) GMM 12.29.95 J REPL. COOLING TOWER 762430 -00 JRB 10.21.96 CHEC°D D DB NO. 762430 -00 E IBS FACILITY (J #157129 -00) GMM 01.31.96 K JSF Z3 LAB STUFFING DMV 07.21.9; APPRO1f° Owc R 9 -53 -51 F RECONFIGURE (4757589 -00) MRM 2.07.96 APPROVED wTV E PERMIT CENTER