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HomeMy WebLinkAboutPermit M94-0089 - BOEING #9-10110einS4 :V 9._ 0 1 rn°14.00{A9 2itL9LTukw Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: M94 -0089 Type: B -MECH Category: NRES Permit Center Authorized Signature MECHANICAL PERMIT Address: 9725 EAST MARGINAL WY S Location: Parcel #: 000340 -0018 Contractor License No: BOEINC294ML L Status: ISSUED Issued: 06/17/1994 Expires: 12/14/1994 Suite: (206) 431 -3670 TENANT BOEING #9 -101 9725 EAST MARGINAL WY S, SEATTLE, WA 98124 OWNER BOEING PO BOX 3707 - M/S 1F-09 SEATTLE WA 98124 CONTRACTOR BOEING INC. Phone: 206 544 -2975 9725 EAST MARGINAL WY S, SEATTLE, WA 981242207 CONTACT TERRY BENNETT Phone: 206 544 -2975 P.O. BOX 3707, M/S 46 -87, SEATTLE, WA 98124 ******************************************** * * * * * * * ** * * ** * * * * * * * * * * ** * * * * ** Permit Description: INSTALL TWO FANS. UMC Edition: 1991 Valuation: Total Permit Fee: 8,000.00 35.00 ****************************-**************** * * * * * * * * * * * * * * * * * * * * * * * *, * * * * ** alto ( DAL Date I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of.this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am 'authorized to sign for and obtain this bui ldi g per -1 t' . Date: Signature:_ Print Name: 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. AMOUNT OWING: 4co 3RD . CONTACTED L "� C C r te . Q . 0c ) J DATE NOTIFIED (r).1 , j (O �"1 BY: (init.) 2nd NOTIFICATION BY: (init.) NOTIFICATION BY: (init.) PLAN CHECK NUMBER :DEPARTMENT::: ,Ck`BUILDING - initial review O FIRE O PLANNING O OTHER BUILDING - final review BUILDING OFFICIAL CITY OF TWIT 4 Department of (,ommunity Development — Permit Center 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Mechanical Permit Application Tracking PROJECT NAME C IC\ SITE ADDRESS INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. DATE I REVIEW COMPLETED (p- 1 1 L INII: INIT: INI : : DATE .PROVED OU ED CONSULTANT: FIRE DEPT. LETTER DATED: ZONING: REFERENCE FILE NOS.: UMC EDITION (year): - lo SUITE NO. 9 m Q'i nu\ w, -- UIREMEN Date Sent - FIRE PROTECTION: • Sprinklers U Detectors • N/A SCREENING REQUIRED? D Yes 0 No .......................:.. Date Approved - INSPECTOR: 1BAR/LAND USE CONDITIONS? (i Yes 0 No 01/07/93 SITE ADDRESS SUITE # VALUE OF CONSTRUCTION - $ 4 oeo ADDRESS P.O. BOX 3707 SEATTLE, WA. PROJECT NAME/ / BOEING DEFENSE AND SPACE GROUP BLDG. # ASSESSOR ACCOUNT # oo' 3/o - /g PHONE 544 -2975 TYPE OF WORK: gNew /Addition 0 Modifications 0 Repair 0 Other: ZIP DESCRIBE WORK , T,O BE DON,F,: EXP. DATE 01 -01 ••;• .:::::.;..:. TYPE.:... :; .... ....> . �� ; >:t~TATINGISIZE: :n;::.:..:;::;.;:::.:::::;::.:::.:.::v;::: ::a.::<.;:..: >:::::; <;.<::<:.. MBER`OF UNITS <>'::>::: ;> : :0:; :;; yoia. /C .eta/ j�aGC‘24-c.ed L"ci-fr/ 3S 5//9 / ' 1 o'/ f7 If Ii .26wo CF //f `j /// / • OTHER ;TOTAL BUILDING USE (office, warehouse, etc.) NATURE OF BUSINESS: WILL THERE BE A CHANGE IN USE? 'S,i4o 0 Yes IF YES, EXPLAIN: WILL THERE BEST GE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? IF YES, EXPLAO Yes PROPERTY OWNER BOEING DEFENSE AND SPACE GROUP PHONE 544 -2975 ADDRESS P.O. BOX 3707 SEATTLE, WA. ZIP 98124 CONTRACTOR BOEING DEFENSE AND SPACE GROUP PHONE 544 -2975 ADDRESS SAME ZIP WA. ST. CONTRACTOR'S LICENSE# BOEING - 294ML EXP. DATE 01 -01 ••;• :DESCRIPTION AMOUNT RCPT * DATE BASIC PERMIT FEE $15 UNITS) FEE PLAN'CHECK FEE • OTHER ;TOTAL PLAN CHECK NUMBER CONTACT PERSON APPLICATION MUST BE FILLED OUT COMPLETELY DATE APPLICATION ACCEPTED CITY OF TUKWILA Department of Community Development - Building 6300 Southoenter Boulevard, Tukwila WA 98188 (206) 431 -3670 NAME / vaa" JOB# 7g7/39&' li)014- oovq I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED T HIS AND CORRECT; AND'f AM AUTHORIZED'Tfj APPLY I~f7F THtSPEf BUILDING OWNER SIGNATURE OR AUTHOR IZED AGENT PRINT NAME TERRY BENNETT ADDRESS PO BOX 3707 M/S 46 -87 TERRY BENNETT MECHANIJAL PERMIT APPLICATION Mechanical Fee Worksheet must also be filled out and attached to this application. FEES (for staff use only) DATE PHONE 544 -2975 CITY/ZIP SEATTLE, 98124 PHONE 544 -2975 APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Application and plans must be complete in order to be accepted for plan review. BUILDING OWNER/AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. VALUATION OF CONSTRUCTION The valuation is for the work covered by this permit and must be filled in by the applicant. This figure is used for budget reporting purposes only and not to calculate your fees. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Mechanical Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development at 431 -3670. DATE APPLICATION EXPIRES t Q _ S r ct 06/07/93 REGISTRATION NUMBER EXPIRATION DATE ' •'01 .BOEING *29AML, EFFECTIVE DATE 01/01/95 07/1.3/71 F- DETACH TO DISPLAY CERTIFICATE --3 BOEING COMPANY, THE P:0 BOX 3707 MAIL. STOP IF-09 SEATTLE WA 981242207 L. DETACH TO DISPLAY CFRTIFICATF .. STATE OF WASHINGTON m ":iii 'G7a'iL'.i• • iC:i. ••. •.••�.T `.._.._�:� ._ _ .Y .. :.:.ai: +•r.. .�"..��.++...T'Si. —i4: 3.. �i�l \ } _� }rLL . . _. ........ . \.V\u «.� ?\v�h�u,\\.\wM.. .14.L \ ^ \LL��.���?�tiu. .W:�Y�.�Sb�LLl4� \ «�VL ....._..�M1 \• LTlf�.._.__ \.\�14�•1 \YAW 4 DEPARTMENT OF LABOR AND INDUSTRIES 3 . .. THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A CONST CONT GENERAL F625- 052.000 (3.02) COMMENTS: F . D. A ccx--- I S ?" v.c, ∎\ A 6A c-- try, tit i j-% le.) � LA. rl 1..iti� ( Ck -- I s . D. SE co-se) . A . a ,CL--.6 R - . I s Av,A.L /6►.€ et✓L- V US tiA t,JSP4I e u, su-$ 0 S isvc ' -- cls-a ( ti-- s €12.-v t C kF . C-c, $o %TW S 0 rJ S cm v,r.,A - u.A 7 'i t' - 04 4 € d t ■ try r-r -A- % rS\..‘ W II-`1 TD A c c A , v -, ()Lk .2 4 OD Roc Ceti liLt� - n S1S- 40/3 6 ��•JJ .. � Requester: /fiat ,4.5 Phone No.: Project: e (7/) / / / p, 0 Type of Inspection: / e Address: � 7 5 . 2 / tractions: Date Called: 9 Special Ins (,t2c / / r-- it ) ,/ Date Wanted: 40/3 6 ��•JJ .. � Requester: /fiat ,4.5 Phone No.: e%f 3 � INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 4 Approved per applicable codes. ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at • 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. L Rece0 No.: Dale: COMMENTS: ' , . /) /O 4/1" q 4,4-64 S d1117.4 td..-, € S s— Ge44, 4 r'rr %, 7 -� jr, 5,x-riarc_e u .P.1-j ��- %( ed 5 2 / 1/4 h47'4- - ./1GJ� r s)- 4er, �UC 5 1, Uh /:- ©c/ a...6.1 e,,,St1L ( Cam 4 _`gthe G P /. ) k r;-;-t, . ei of -.007 /,..4t Requester: " ,79 4g 17 /�e:i Ca /97 4/.� ( 5 O l' , , /// / ii i /h , /7'7 (4 Ai4 /h 5 -G/ al--7 - 1---.C.,- GC Gf ,11 -Zie Project:` / /t ype o nspection: - t° A.. ass _ if 0 ' �� o =te Ca e.: • ei Special nstruJons: � _ _. / /5t v � � , Date Wanted: Requester: Phone No.: , , /// INSPECTION 1 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD 0 Retain a copy with permit 1b (206) 431 -3670 ❑ Corrections required prior to approval. Dale: 9 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [Receipt No,: Date: •* kk**********• A************* k' k****** ***** ** *.*** * *.* *k* **** *****h *k CITY OF. TUKWILA WA - TRANSMIT' •****•** k***********•*A******' A***' k**•**k *A * **** ** * •k* *** *** * * *k•kA* **r* TRANSMIT Number 94000716 Amount: 35.00 06/17/94 09 :00 Permit No: M94 -0089 Type: 0 -MECH MECHANICAL PERMIT Parcel No: 000340- -0018 06 /17/94 Site Address: 9725 EAST MARGINAL WY S Payment Method: CASH. Notation: BOEING ** d•** k***** h*** rkk***** h* r** k** k** * * *k*** **k*** * * * * *k *** *A** * ** *k Account Code Description 000/345.830 PLAN CHECK -- r :NONRES 00g/322.100 MECHANICAL - NONRES Total (This Payment): Total Fees: Total All Payments: Balance: 35.00 .. • 35.00 .00 Init: SLU Paid. • 7.00 28 0 35.00• GENERA . . 7.00 GENERA 28.00 TOTAL 35.00 CASH 40.00 CHANGE 5.00 2901A000:. ..08 :31 Address: 9725 EAST MARGINAL WY S Suite: Tenant: BOEING #9 -101 Type: B -MECH Parcel #:.000340 -0018 CITY OF TUKWILA Permit No: M94 -0089 Status: ISSUED Applied: 06/08/1994 Issued: 06/17/1994 * * * * * * * * * * ** ******** * * * *•k ** * * * * *•k ** * * * *** *•k** * ** k * * * **•k* ** *•*******•**** *•k•k ** Permit Conditions: 1 . No chap _ Changes wi 1 be made t t 'l �'��'� g 1 �, o� fig " unle approved by the Arch i ec >,. v ,' , wM• t t and the T u,kt�1�1�`3';;:.5 i3�i °1'ii'i "rig ""fTi v-i�s:i : ° >". 2. Plumbing permit site..1L;be' obtained through S eattle -King County Departmen of �Pu,b 111 c 14e 1 t `� , Plumbing W1 .`I .}t �,� y , ^,� i S 1, S� �: vr.;.�'.+ ! '+� 'w 'inspected b -.t ' a enc Inclu'di all gas 'pi in :,. (296-4722) . 1 r ,, r ; .J' f! .)'` 4 ca] ;pee' ha1�1 "be b,ttaained'it g ,;� '� „� L ` 3. Electri e r ,,. s a h,t' o u h t he W a s h i in �t:� State Di onp of, Labor and Industries and�,a 1 1 e ectr i c rl work wi�f' e,Inspe "cted °�by thratids, t (248 - 8`6x30 .� A � � `+ ` 4. All pe,rI inspection re or a'hd approved n'lans 1 maintai "i edfavai 1ab,,l'e an y Yfa at`a�th,4 a ,r '� +tob site= prior to the, sta togof `. i str p,ctian... t3 The'�e'A ` x., docu�n.ents" are to be maint�ained,, a v a i <l,a,b 1 e „. Ll n t- i 1 t f i n a 1 ..`;,1, s p e c t }Y.534 p r., a p o v a l i s granted .�" -, 5. Al1, to be-done_,ini` c with appitoVe , *�`` pla `s7 an'd , ; ,re "quiremen.ts`.o.f. the/ Unifo`r ,m,.,Bu.1l,ding Code -(199:1!'` Edi(t;i as amended by the,,.W'as1 w on1Stael 8ui1ding°;Code `1 , p not be con- if Uniform Mechanical .. Code c19'9 04, ti (,Washington State Energy Code (1'991 ' econd �Ed 1 t. on) a '\ ,• `,_ - "f. �` `' 6. Validity ofr Permit" The `i'ssuance\ :`o,f \apert or apprva Y • it pl of r . - . i. ..G, p16. i, specifications ,; and „"tg'liputat.i on,s.,, shall l strued to "b;e a:. permi.,tf :.forr, � - or an,� aprproval"r f .,o.f, any viola.t'' an, of any the foils " of this code , ao�' ,a'ny other ' n, a`n c ' e f ,,:of` the ' e i s Jurisdiction. N or o-' .p'e�r'�r esuming"i�to e ' ardi authot,1ty, io.late or. cancel tiler' t o mit p ''virsioii's�rfo;.f .th: s .c s h a 1 twin a `ii . • • a ,.. ::W.... to " v it i. ' ' p y , \ : • a '; • %1e•et s • ILA ea ;V 0 • M w.a ••. kate,0 .. . — .. - . a aim" • er..r•vyw • •«'ugfn n •:ar•! •.. $" -- ••.5fih w N RooF' DRAIN iliM A 11 hwR To &No Y ( 4• twins 4R ( C0 Y'+ DEEP SEAL TRAP 'DETAIL ov 9.0' 1 .. Wee i>o rI O L. it C*AW U P TO *IWK Lees to 2 ..• r r• IN r. .. r iii /I/ fl /7 CONSTRUCTION NQTES .IiJSIALL wplex 4R PRe A I�JOICATSP CL(A *A►kf PROM FIrJISN PLOD* TO rrrom OF D +SGONp*tcT 04446 DE ejO". I. TIE WTJ ,I."Ip, &uUM LINt Wh 4'tn c PRw.IOt A NON{- S'T'MJOAIS3V 1ral- ASV tato '41* IS' OF twee tWj lives wITM S /0" VAcoun■ AANI w STD .SwtC OftlistdOST Su t (Q•rb r © p; I NW ') W4 1/Cr C W INLTA t L 3 M I �t U tO 'Pl O 4 OJT ,t T+uBT•. �1 IT to ow. Vet V O. •1M/ S I * . n Ca n s. I (7 POMfl � C 4 &t DOw la llP r Y ..,. v' I1 5 t CO Hite smut (IDA,1Mrltl ti , il *; - - Y* , ft. 21 iijn . . M en a •t art Ate " 4 y snl' a .'V t � H1. I 1I $e r-,: : +4J1i NIP1W IS Alp ;aa ,s Jip W YR Ii9 =r4 r ere ,C' .!1 feel n ' ?':l NJ SF ,a ''H 1G• t.1 a•t 4,:JR tin 'IN YR f — e An ef. ' , I • . I. !"1 : +. �e , t IA' • + • i ISM 1. IF!' Ilitiafteat I 'r?w MO} dF M1 7 '4111 ”41711 C ?writ U 1414.111.1$00. E d INAIPI • wwt.: *r •.�em IT � S M. ' C' . : __ �2 `L�-• - `i ian ►../..111Fat l •ir O O 0 m ; . 4 Tipeemr fit <:..::`M 3iR1 f ' : C J ' ; . �., I�� ., wt *1 • . ;': s'. Erse TR• Y.. Pfr 1k • it 0 ^l IVA 'EXHAUST DUCT FROM S' LONG X 1Z' MEP MO( QRAFT HOOD. 0.0.0. ELEV. 12'- 4 .. Davao ao NOlr00N W I t'91 TO IE VIONVIIIw 1114 OW FROM t11C 0' rust 11000 00/4. LOA. G.[V. IS'- 4" 1 Duct 1 /20 H000 10/4. ailmommaramommismansmossissammexpar Losswwwwitimismommes MR [13 p AUBURN, WA. 98002 SQWNQ p EVERETT, WA. 98201 FACILITIES DEPARTMENT • p KENT, ' WA. 98031 p PORTLAND, OR. 97220 RENTON, WA. 98055 - - 0 5 PLAN SCALE: t /8" a 1' -0" I/FMYO F SW. M MX /4f D► QNERAL NOTES; HVAC - PLAN BLDG. 9-101.1 • CONSTRUCTION NOTES: - FABRICATE AND INSTALL A 9' LONG X 12" DEEP BACK DRAFT HOOD ON 767 AWACS SOLDERING TABLE. INSTALL FULL HEIGHT DRAFT STOPS ON EACH SIDE. PROVIDE (2) 1" SLOTS AT 12" AND 24" ABOVE THE TABLE TOP. TOP OFF THE HOOD WITH A 9' X V TO 20 "0 X 48" LONG TRANSITION. FABRICATE AND INSTALL A 2ND BACK DRAFT HOOD WITH A WIDTH OF 5'. TOP OF THE HOOD WITH A 5' X V TO 15 "0 X 48" LONG TRANSITION. ROUTE A 20 "0 18 GA DUCT FROM THE 9' BACK DRAFT H000 TO R.O.D. ELEV. OF 12'- 4 ". ROUTE THE DUCT WORK TO A CENTERLINE DISTANCE OF 11'- 10" WEST OF COLUMN LINE "F" ROUTE A 15 "I 18 GA DUCT FROM THE 5' BACK DRAFT HOOD TO B.O.D. ELEV. OF 12'- 4 ". ROUTE THE DUCT WORK TO A CENTERLINE DISTANCE OF 14' - 4" WEST OF COLUMN LINE "F" O SUPPORT EACH DUCT WORK AT B.O.D. ELEV. OF 12'- 4" AFF WITH A CCU FABRICATE 11 GA LOOP HANGER MOUNTED TO 3/8" THD. ROD VIA A B -LINE /B -466A EYE SWIVEL. CONNECT THE THD. ROD TO STRUT MOUNTED TO THE BOTTOM OF THE DUCT (EXIST.) OR ATTACH IT TO THE CEILING STRUCTURE VIA THE EXIST CONCRETE INSERTS. PROVIDE THE SUPPORTS AT A MAXIMUM INTERVAL OF 10' O.C. ® BRING THE DUCT WORK TOGETHER AND RUN TO THE NORTH EXTERIOR WALL OF THE BLDG. SUPPORTING THE TWO DUCTS OFF OF A SINGLE TRAPEZE SUPPORT. ATTACH THE TRAPEZE SUPPORT TO THE CEILING STRUCTURE VIA THE EXIST. CONCRETE INSERTS. USE 1/2 "0 THD. ROO TO HANG THE DUCT WORK. PENETRATE THE NORTH WALL OF THE CLEAN ROOM. ROUTE THE DUCT BELOW THE ADT WIRING ON THE NORTH SIDE OF THE WALL. PROVIDE A DUCT SUPPORT IMMEDIATELY AFTER THE WALL PENETRATION OFFSET EACH DUCT USING 45' ELBOWS TO RAISE THEM TO A 8.O.D. ELEV. OF 18'- 8" W. PROVIDE DUCT SUPPORTS AT EACH SET OF ELLS ® INSTALL A 15 "I TO 18 "I TRANSITON AND INCREASE THE DUCT TO MATE UP WITH THE 18" I.D. OF THE VANEAXIAL FAN. ATTACH THE DUCT DIRECTLY TO THE FAN DO NOT USE A FLEX CONN. FABRICATE A 16 GA TRANS. TO ENLARGE THE DUCT DIA TO MATCH THE 210 OF THE NEW VANEAXIAL FAN. CONNECT THE DUCT TO THE FAN. ® EXTEND THE DUCT THROUGH THE NORTH WALL OF THE 9 -101 BLDG INTO THE 9 -103 BLDG. MAINTAIN THE 16 "0 DUCT BUT REDUCE BACK TO 20 "I. ® INSTALL THE FIRE DAMPERS IN THE WALL SEPARATING THE TWO BLOCS. PROVIDE THE ACCESS PANEL FOR INSPECTIONS ON THE 9 -101 SIDE AND PAINT "FIRE DAMPER ACCESS" IN 6" HIGH RED LETTERS ON THE ACCESS PANEL DOORS. ® EXTEND THE DUCT WORK THROUGH THE ROOF OF THE 9 -103 BLDG. WITH AN ELL AND STRAIGHT STRETCH OF DUCT CONNECTED TO THE FIRE DAMPER. THE SECTION OF THE DUCT PASSING THROUGH THE 9 -103 BLDG WILL BE WELDED. ALL SEAMS WILL BE FABRICATED WITH CONTINUOUS WELDS. EXTEND THIS PIECE OF DUCT WORK 12" ABOVE THE ROOF LINE. ATTACH A HIGH VELOCI TY STACK TO THE DUCT AStMBLY PENETRATING THE 9 -103 BLDG. ROOF. THE STACK WILL BE ' HIGH. OFYYR A JUN II 094 Ma MOM APPROV D iu 5199► I15 D ryl ION BU1 si c Ns 1 ea r•--- 1M11 � � 747139 -00 4 r L on. t" 2" UP - IL FUNNEL DRAIN by 0 so — a*40,/t 74� Aw N. b 41154 -00 A0011110111 Of FLOura DRAIN FOR SEPARATDA Comp FAt - /Muss PLATE Job 19424P • al I - -- ASVISION t " W US ---- 2 SV II /L' VGNT eeAA tLt4 r. 13 - 1D" 4: 0 ,.o . $.12 LEI 1; I r. roe t4 et i,Z 4.6 s t' Au ( ro P EC I/ 70' / -0 /t/ 3 t( . taro. eft ,t2l.S OATS STY. R 3 1AISTALL 4w :U N S CL o IN IN FLOOR - % l�txlsT, n L,�� CHICK FoR LOCATI P! IJ CO.ORoINATE WITH ?tan LOCA TICK # nrawATOR so .P. a t1 P6. z„ - "vtR--T Top of 00 /ten 1 0. 1 1/J4 WALK•I'J FWZU/t 3 " t ASVI OION APVAMCt 45M104ilt. Witty •TRIM AMA. AQIIAM6t 0$49661 2. fumy - Loewy A26o. CONN, Z" TO SAN StW*R ':O O Et 4.3 4. 1.42v0 ic4A -2/'c •10 767 509 to are Ali' 4 O w AMAOVSO 4'a # >1,c� 4/ 14. fi OAn (n -14 6, 6., L.80 6 1� �o Il [1 I ( f' tit.(.' v ' Pw6, gat! • -j1NL's FLook ORAL 1s- / j (• 5 i f -1 C 4 .I w a SaL.IDS IIJTtaceJroF. o**AN THE answar COMPANY A«O•SSJICS Atrinirears /006 nIen MISSIMITIAV r Fin Fit 1 m 0089 Its5E AR OASoggs. 8. ® ci) o 1,4 10 M M IS M*2 MII MI5 MIS MI7 MI2 MI3 MIS MtS M24 M2I ' Mt5 M20 „tea M 27 MZS M23J M30 Vtiu icEY Fs[ AN w ' 1 MECHANICAL MASTER M 3I MJZ " UNDERGROUND PLUMBING mi ni noun a-16i C0l1/415Taucno&j Mete (S� Tit. IN10 T-It b" SANITARY Stl+lt9 LINt. U4 A. ' comeiAlA'r j WY`. "t 1'hi AND Rou a co c, RAO T LoC.A7ropu o Sou l. C.STu6 LAP Mt" LA) AST€- 'N IAJA4A AND ?I� IN Wl1rl Nt.0 S'N O%J I)W C� A CLeA,U our o N t#- r e P9 nAJSPe¢7/g7 rv N AIS LE =IOL O r T.-I u)4U..• �N r lljzl �/r_ N T $ t\S � t 5r or - ry e AT 'S o , Q�L t.. . o; - F / 1 1 �su Pea c 1 LI>. N(Nt2 Ague' Ifs' 11-10 00 © /J SCQT$ Mb (IJT /rat_ A 2 L t't- ee O :C t �e (9A1 't-LIL 1RANSP012T4i to WALL 'ANQ 1O1-AZt ! 7 i' - to rI 10 CO(- (401AJ 10 O wl rq C(4,05 Tit() /AJ TO Ts/ t CR. UM E Kr5TINC UCNT LINO F/ W IT'S BQAtLI u) A•up A rll K IVia St-lot r cangaA JUN 8 is runt aim MIN OWNS 5 n t 1 3/4' THE) X SWEAT WR01 --" COPPER ADAPTER 3/4' WAITS B -5800 ----- THREADED ENDS 3/4' WATTS /8 -6000 BALL VALVE SINK AT F/3 N.T.S. VIC 4' X 3/4' 1920 MECH. TEE 3/8' CW RISER 1/2' CW-- 109 -101 - 4527- 14A522 » - b089 3/4' COPPER 1 1/2' VENT TO VTR 8r /1 TO SINK FAUCET cw HW DATE AVM - 3/8' HW RISER DRAIN FROM SINK --3,8" O.D. COPPER TURBING NSTANTANEOUS HOT WATER HEATER, INSTALL HORIZONTALLY er AMMO DAME 1 1/2" VENT TO VTR 0 F/1 SCALE: NONE U sostro FACILITIES DEPARTMENT 3/4" CW SUPPLY .o 1/2" Straight Stop HW CW 3/4" CU TO 1/2" 1 1/2" DRAIN 10 6" SANIIARY 1/2" X 3/8" EASTMAN LAV RISER INLINE WATER HEATER (ON WALL INSIDE _ CABINET) TEE BUSHED ON ON EACH OUTLET SINK PIPING CONNECTION DETAIL ACCEPTAlNNTY IMS f Awe eR0i11CA h A/MOIRO fr OPT. CA fl—I , "faro PENROD nata MURK 1EGEND; QENERAL NOTES: CONSTRUCTION NOTES: PIPING DETAILS MECHANICAL MASTER OILY I ra I. A JUN a > mar ma 1 4. 0 LAM WSW I Mll eO► M522 am ma 747139 -00 ma. SCHEDUL MA DESCRIPTION SHAPE 8-1 W1? x 14 2 WIS x36 GIRDER 8 -3 CO X U.S " B -4 0412 X 28 B - s W24 X 68 B -8 W21 X 82 GIRDER B -i ., C -1 W10 X 38 MAIN CCLUMN Ai ^-- rna 1/2 X 3 1/2 X 1/4 A2 .5 X 3 X 5/16 BRACE W/HOR2, LEG INWARD �FOOR STAIR q AID � ELEVATION SEE SHEET S -6 REVISION 739 7f. k% oC5 Flt w$ v5, �e S -3 BRACING BY JRS APP ROVED Or MIL Z. 94 /1 -IA 11 18' -6" R -1 Sv= D C B SECOND FLOOR PLAN 1/8 "■l' -0" (T.O.S. • +32' -1 1/2 ") E 4' -6" P.C. WALL PANEL C_1 "'TOS +47' -1 1' -2 1/2" FACE OF EXISTING BUILDING • -, a BUILDING PERMIT 18'-6" R B -1 8 -1 a m 0 0 $9 C -1 5 N 5' -0" 4' -6" 18' -6" B- 1 B -1 I 9' -0" B -1 S -3j -4 B 1 1 /8" =l' -0" (T.O.S. EL. VARIES) REVISION DIMENSIONS CHANGE DIMENSIONS CHANGE REVISED S REISSUED FOR CONSTRUCTION t /Beim rro Prue ?D. Mtfnu • =MA OCDutt IA/ BY APPROVED M C -1 BRACING FACE OF EXISTING BUILDING DATE Q[, g , 7/31 /84 7/2/84 6/18/84 18' -6" 12' -9 1/2" 10' -4" T r4E -1 \ B -1 8 —1 BRACING 1 N �❑ /OE /A/Q COMFANJY Li El FACILITIES DEPARTMENT ❑ • N AUBURN, WA. 98002 EVERETT, WA. 98201 KENT, WA 98031 PORTLAND, OR. 97220 RENTON, WA. 98055 SEATTLE. WA. 98124 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED T APPROVED BY DEPT DATE DRANK BY SCHMI DT DECKED MOOR TA RZADEH AI° / 1/ an . 414 SUBTITLE TITLE GENERAL STRUCTURAL NOTES (CONTINUED FROM 8 -11 III. MATERIALS (CONTINUED) IV. D . E . F. METAL DECKING 1. ROOF DECKING SHALL BE ROBERTSON SECTION 3. 18 GA. AND WELDED WITH 3/4 "0 PUDDLE WELDS AT 12" 0/C AT ALL EDGES OPENINGS AND INTERMEDIATE SUPPORTS. FASTEN SIDE JOINTS WITH ONE INCH WELDS AT 12" 0 /C. G. STRUCTURAL STEEL 1. STRUCTURAL SHAPES AND PLATES SHALL BE ASTM A36. STRUCTURAL TUBES SHALL BE ASTM A501. 2. ALL FABRICATIONS AND ERECTION SHALL COMPLY WITH AISC SPECIFICATIONS AND CODE OF STANDARD PRACTICE. 3. SHOP DRAWINGS OF ALL STRUCTURAL STEELWORK SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION. 4. ALL STEEL MEMBERS SHALL BE GIVEN ONE SHOP COAT OF APPROVED PAINT. SURFACES TO BE EMBEDDED IN CONCRETE AND WITHIN 3" OF WELDS SHALL NOT BE PAINTED. 5. SURFACE PREPARATION FOR PAINTING SHALL CONSIST OF RUST AND SCALE REMOVAL BY COMMERCIAL SANDBLASTING AS REQUIRED. SURFACES TO BE PAINTED MUST BE DRY FREE OF DIRT OIL GREASE OR OTHER FOREIGN MATTER. STRUCTURAL STEEL CONNECTIONS I. ANCHOR BOLTS SHALL BE ASTM A307 2. ALL OTHER BOLTS SHALL BE ASTM A325N INSTALLATION SHALL BE IN ACCORDANCE WITH RISC SPECIFICATIONS. 3. ALL WELDING SHALL BE AS SPECIFIED ON THE DRAWINGS AND SHALL BE PERFORMED BY ASS CERTIFIED WELDERS IN ACCORDANCE WITH AWS AND RISC SPECIFICATIONS. ELECTRODES SHALL BE E -70 SERIES. 2. FLOOR DECKING SHALL BE ROBERTSON OL -3-18 GA. AND WELDED WITH 3/4" PUDDLE WELDS THE SAME SPACING AS ROOF DECK. MASONRY 1. 6 INCH WIDE CONCRETE MASONRY UNITS SHALL BE HOLLOW CONCRETE UNITS CONFORMING TO ASTM C90 GRADE NIWITH F = 1500 PSI. 2. MORTAR SHALL BE TYPE S WITH MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI AT 28 DAYS. 3. MASONRY GROUT SHALL DEVELOPE MINIMUM COMPRESSIVE STRENGTH F ' = 2500 PSI AT 28 DAYS. 4. ALL CELLS CONTAINING REINRORCEMENT SHALL BE GROUTED SOLID. 5. MINIMUM REINFORCING: •4 Q 32" O.C. VERTICAL. •4 Q 24" O.C. HORZONTAL IN 8" BOND BEANS. PROVIDE (24) 04 VERTICAL AT WALL ENDS. INTERSECTIONS AND CORNERS. PROVIDE 2' -0" X 2' -0" CORNER BARS TO MATCH ALL HORIZONTAL REINFORCEMENT AT CORNERS AND INTERSECTIONS. AT WALL OPENINGS PROVIDE (2) *4 X FULL WALL HEIGHT VERTICAL EACH SIDE AND (21 $4 X OPENING WIDTH + 4' -0" HORZONTAL IN BOND BEAM SILL UNDER AND IN LINTEL BEAM OVER. PROVIDE DOWELS FROM CONCRETE FOUNDATION TO MATCH VERTICAL WALL REINFORCEMENT SIZE AND SPACING. PROJECT DOWELS 1' -8 ". LAP VERTICAL WALL REINFORCEMENT 30 DIAMETERS OR 2' -0" MINIMUM. LAP BOND BEAM REINFORCEMENT 2' -0" STAGER SPLICES 6' -0" MINIMUM. 6. UNLESS NOTED. VERTICAL REINFORCING IS TO BE AT CENTER OF WALL. GENERAL A. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD, ANY VARIATION FROM THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. B. ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION SHALL BE PROVIDED. ANY PROPOSED FIELD CHANGES SHALL HAVE PRIOR APPROVAL FROM THE ENGINEER. C. 8' SLAB -ON -GRADE SHALL BE CAST IN ALTERNATING STRIPS NOT MORE THAN 20' WIDE WITH CONTROL JOINTS NOT MORE THAN 20' O.C. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL PRIOR TO THE PLACING OF THE CONCRETE SLAB THE LOCATION OF ALL CONSTRUCTION JOINTS AND CONTROL JOINTS AND THE ORDER OF PLACEMENT. D. LOCATION AND SIZE OF ANCHOR BOLTS INSERTS AND HANGERS FOR EQUIPMENT TO BE TAKEN FROM APPROVED VENDORS DRAWINGS AND CHECKED WITH EQUIPMENT SUPPLIED. E. SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING: I. DOOR AND WINDOW DIMENSIONS AND LOCATIONS. 2. CURBS. SLAB DEPRESSIONS, 3. CONCRETE REVEAL DIMENSIONS AND LOCATIONS F SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR THE SIZE AND LOCATION OF ALL OPENINGS HANGERS INSERTS AND ANCHOR BOLTS REQUIRED FOR THE INSTALLATION OF WORK SHOWN THEREON. WILDINS S-100 0. C. PUNT ALIENATION PRWCCT �G N0. NO 111211111111 PLANS - SECOND FLOOR A ROOF JCS NO. MOM ORY 0/ TUKWILA JUN 8 1994 PINAR OWN LAST SHEET S -3 84014 .P.1:4 SY,t n DATE DOC NO. 109- 103 - 1000 -S -3 •t . -E ' AOffh t"f .13? '137oio -4 #'t1'viD v tits Cif F'a )6#3 72 5 , APPROVED GL COTE , .ti 'REVISION ;5 )-- 4- t e? U 2f E E ° 1 ; : A Cos k �„ b F v)P \/J V G ) E 12 i.-A 5LC k%O77 fit. f C) 1!V .` NA, i:�Y•. {�M' l �ta , t..c�i`_:' TA$L r 'vr F'c • .. 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Et zt ' 11.1 o I 1, 8 � 8 L. 9 1, 1iII i . �� I :: � z I SL 6 S ( I ill 11 01 IIL I � , � ►� .,� �. ... iililiiil1�, �iiiil1n► Ii, I1Lillllllillirnli, IIII lIIIIIIIIIIIIIIlIlflllilllll1 A C P' BtiI1 Y C�� r� THis DESIGN AND/OR SPECIFICATION IS APPROVED h l l l II I11 p 11 ume INGERV,►HY 12 t co 1/4 " 2 ts,A .KJ i I'/2 SAN F A.c»\ 2. I DO , 51 i`k, -. -2'' SAN (Esi'7T) TlTE Bt :DEEP S EAL LAST IDEV ISI *1l CONSTRUCTION NOTES Apt x AIR oR61 AS rt.Iri6A7EP, c.sAr Ar1ce: . fizom Furl i9-i FLOOR 'To e OF nisc , 114“.T c +14 PE rb - o r - - > , 11 'J A(.UU n LINi:. " he2 �.0.1DL 6 NC 1' • STAN A R. A 6 4At tiC;.� M ( c ¢.t u 5 *E; D,P wi` 9'i IS OF 4466' T i . u►f'f'y �'$ SPI-" V1V.'Iuv• mA41 s,11 (cv.a • Sit, ' c t Utc! !'JtScc4VN 5c: c. 1 1iv10 q-+' eL) uNc-_ WI 4 4 tAt: g T IOTA t L /q' ` N I PPu 1c) - 040 �u 1"t auk (ON 'r IT- _ : To BA LA- V t, V e, Q Ie%Ni . t ('o PPE '1747:::12.. 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ELEV. 18'- 8" 1 S� TO 18 t4 1"'R.NN %1T O r 15r0 DUCT FROM THE 5' FUME - HOOD OG /4. 9.0.0, ELEV. 12'- /--VANEAXIAL F of ESP W/A EFFICIENCY M • r 20`o • DUCT HOOD 40; /.1 z �— 20 ",a DUCT HOOD 0O/4. 1' -0" RATED TO 3500 CFM HP 45 V, PREMIUM OR !2/ 5 (77o'( 1A 1 L 9' F' UM 0.O.0. CIS V. 18'-• 8" hG�L t;l WT�.ATIQ t a' q' rg.twSsrIO'1 THE 9' FUME B.O.D. ELEV. 12' -- 4" r rwrrwww+ws* f 20 "0 EXHAUST DUCT FROM 9' LONG X 12" DEEP BACK DRAFT HOOD. B.O.D. ELEV. 12'- 4" (6) C� AUBURN, WA. 98002 f�1 EVERE T T, WA, 98201 411701111W :KENT, WA. 98031 FACILITIES DEPARTMENT PCR T LAND, OR, 97220 D REN TON, WA. 98055 SEATTLE, WA. 98124 DEPT, AH ROVEO Er? APPROVED 5 -25 -94 DWON4. 9-- 101 -•1M11 .0f1 HO. '747139 -00 J c (4) . PLAN SCA 1./8" — , wiemmocoseesuarweatmool SUBTITLE TLE CONSTRUCTION NOTES: C_ FABRICATE AND INSTALL A 9' LONG X 12" DEEP BACK DRAFT HOOD ON 767 AWACS SOLDERING TABLE. INSTALL FULL HEIGHT DRAFT STOPS ON EACH SIDE. PROVIDE (2) 1" SLOTS AT 12" AND 24" ABOVE THE TABLE TOP. TOP OFF THE HOOD WITH A 9' X 1' TO 20 "0 X 48" LONG TRANSITION. L4,„.--> FABRICATE AND INSTALL A 2ND BACK DRAFT . HOOD WITH A WIDTH OF 5'. TOP OF THE HOOD WITH A 5 X 1' TO 15"0 X 48' LONG TRANSITION. ��'' ROUTE A 2(x'4 18 GA DUCT FROM THE 9' BACK DRAFT HOOD TO B.O.U. ELEV. OF 12'— 4 ". ROUTE THE DUCT WORK TO A CENTERLINE DISTANCE OF 11'— 10" WEST OF COLUMN LINE "F" ROUTE A 15 "0 18 .GA DUCT FROM THE 5' E3ACK DRAFT HOOD TO B.O.D. ELEV. OF 12' -- 4 ". ROUTE THE DUCT WORK TO A CENTERLINE DISTANCE OF 14' -- 4" WEST OF COLUMN LINE "F" SUPPORT EACH DUCT WORK AT B.O.D. ELEV. OF 12'— 4" AFF WITH A GCU FABRICATE 11 GA LOOP HANGER MOUNTED TO 3/8" . THD. ROD VIA A B —LINE #B -466A EYE SWIVEL. CONNECT THE THD. ROD TO STRUT MOUNTED TO THE BOTTOM OF THE DUCT (EXIST.) OR ATTACH IT TO THE CEILING STRUCTURE VIA THE EXIST CONCRETE INSERTS. PROVIDE THE SUPPORTS AT A MAXIMUM INTERVAL OF 10' O.C. BRING THE DUCT WORK TOGETHER AND RUN TO THE NORTH EXTERIOR WALL OF THE BLDG. SUPPORTING THE TWO DUCTS OFF' OF A SINGLE TRAPEZE SUPPORT. ATTACH THE TRAPEZE SUPPORT TO THE CEILING STRUCTURE VIA THE EXIST. CONCRETE INSERTS. USE 1/2"0 THD. ROD TO HANG THE DUCT WORK. PENETRATE THE NORTH WALL OF THE CLEAN ROOM. ROUTE THE DUCT BELOW THE ADT WIRING ON THE NORTH SIDE OF THE WALL. PROVIDE. A DUCT SUPPORT IMMEDIATELY AFTER THE WALL PENETRATION OFFSET EACH DUCT USING 45' ELBOWS TO RAISE THEM TO A B.O.D. ELEV. OF 18'— 8" AFF. PROVIDE DUCT SUPPORTS AT EACH SET OF ELLS INSTALL A 15 "0 TO 18 "0 'TRANSITON AND INCREASE THE DUCT TO MATE UP WITH THE 18" I.D. OF THE VANEAXIAL FAN. ATTACH THE DUCT DIRECTLY TO THE FAN DO NO'T USE A FLEX CONN. FABRICATE A 16 GA TRANS. TO ENLARGE THE DUCT DIA TO MATCH THE 210 OF THE NEW VANEAXIAL AN CONNECT THE DUCT TO THE FAN. EXTEND THE DUCT THROUGH THE NORTH WALL OF THE 9-101 BLDG INTO THE 9 -103 BLDG MAINTAIN THE 18 "0 DUCT BUT REDUCE BACK TO 20 "0. INSTALL THE FIRE DAMPERS IN THE WALL SEPARATING THE TWO BLDGS. SIDE PROVIDE THE ACCESS PANEL FOR INSPECTIONS ON THE 9--101 SIDE AND PAINT "FIRE DAMPER ACCESS" IN 6" HIGH RED LETTERS ON THE ACCESS PANEL DOORS. EXTEND THE DUCT WORK THROUGH THE ROOF OF THE 9 -103 BLDG. WITH AN ELL AND STRAIGHT STRETCH OF DUCT CONNECTED TO, THE FIRE DAMPER. THE SECTION OF THE DUCT PASSING THROUGH THE 9-103 BLDG WILL BE WELDED. ALL SEAMS WILL BE FABRICATED WITH CONTINUOUS WELDS. EXTEND THIS PIECE OF DUCT WORK 12" ABOVE THE ROOF LINE, ATTACH A HGH VELOCITY STACI4,, TO THE DUCT SSEMIBLY PENETRATING THE 9-103 BLDG ROOF. 11•iE STACK WILL BE 6' HIGH. LEGEND: HVAC — PLAN LDG 9 -101.1 MECHANICAL MASTER CO! . 1- -S /E—J NOTE: I£ the mi.crofileted document is less clear than this notice, it is due to the quality of the original document O0 6Z 8d LZ 9Z SZ +iZ ? 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MIS M13 M'.3 M VI 31 ki 1 M CO 512.0c Mk' oTE. TIE_ Ito („I' sA • R\i SELO L.9- LIN E.. 0 )(zip C maw AT Dtit c 7i.. Lo C. A o 1■.3 g P 1/-z. fN Li:L- A l'■) G- v.) (1=. 1%) t \J t N 4 Cit_Alo 0L4 okj e A s e 'r t,310 (Q C) T.-LE uc.L. ( i\rr 0) AikicpaR-,-4 j , Pr\ s ss I or Ltif 111 (16 3 1 0 t / . "70 Cocui/on.) t 6 2, ( 0( Cl4;05 Ops.NE,E.(e. it-ski 3(s ( 740 d 'pot,7 rt.:() fro id 7 E Citj ,SEITTS €i5 , V(Art C,f/Q e - 11) A 2)1 ge /IA) CJ-( A ‘k )0 A ta I ,s1-40e, eQ:lsoukcEle_ 14 4 IA sotr. 1 cl A Nye -4 " RFCEIVED CITY OF TUKWILA JUN 8 1994 PktiMIT CENTER *war. no.c44•■•■■••......* • • •-• , ••••!, 3 .!'e M 2.7 M20 IM2.4 M 8 1\12.5 M25 LAST REVISION X-5115 Or:4 10/62 2-4100 I STI1B01. DATE aural- 0 1 • A ""'"'"" • Id 40 t 3/4" WATTS B-'6800 ��— THREADED ENDS 3/4" WATTS jp_6000 BALL VALVE- 3/8 CW RISER APPROVED OA7E 1 1/2" VINT TO VTR e' /1 3/8" HW RISER / HOT WATER HEATER, INSTALL HORIZONTALLY REVISION APPROVED DATE SCALE: NONE 3 1 0€ 6Z 8Z LZ 9Z SZ 17Z ) Ez ZZ Iirrillii(�� �� �lll► iliili�Iliiliin�ii�il: tt�iu�lti I ' , �;�,. ;. � , ... a:'t`�. �y .. :`, . , •!' �S.rr , � f 1�iF .. r ,;'. f r3.' ..C �. ' I1�iI Nil I, 1`I1111111111 i 111111111111 1 111 0 16 YHS INCH 1 2 flAr13 4 NOTE: If the notice,' it is 1 /2 Straight Stop 3/4 CW SUPPLY 5 6 7 microfilmed document, is less clear than this due °'to the quality of the original document. INLINE WATER HEATER (ON WALL INSIDE - - - - -- CABINET) TEE BUSHED DN ON EACH OUTLET THI DESIGN AND /OR SPEC! CAnON Is APPf:SVE APPROVED BY DEPT. DATE ii t intim! irlill1 il11 i DRAwN . PthIROD r/57/94 CHECKED ENV?. APPROVED LEGEND: TASTER RECEIVED cm' OP TUKVVILA JUN 8 VA PERMIT CENTER LAST REVISION SYMBOL SHEET �• •-- �r+...r.,r.tNM1.. w!riai� 1v+:.f..i r±aMiye:r.±I. .vrurw.....w..•••.. .wrr wma.iw.ww...w.r+r •+n+.•••••••••■•■■••...1, r.rrw..... i....rw...�...r.rw ....wa•••••■•■••10,w..1 0.0.11.■r64.1000. ---.-----___ _ STEEL SCHEDULE 18 - MARK DESCRIPTION t :.■ ...--4 ' N I SHAPE REM-- , c' .-- . ( B-1 W12 X 14 _ a -5 B-4 ' 8-2 Wi8 X 35 21-.-S" , WALL ....• OIRDER BRAbING . . _ ..4. B-3 C8 X 11.5 , B-4 W12 X 26 , , u ,,I B-S W24 X 68 B-6 W21 X 62 ' C - 11 I GIRDER -817 77.--------Fi---- A d o q - 4 . A Pr., 1, ______ 1 , B-4 A ------- x12; _ I --- MAIN C-1 W10 X 39 1i t- COLUMN I I 0.1 1 13-4 4 1 E 6 S-'4 Al 2L 3 1/2 X 3 1/2 X 1/4 S 4 BRACE B-4 A2 5 X 3 X 5/16 .4th■ „ A M - M. .7 ! : ---- --- ---- ----- E13 (n: A ' M BRACE W/HORZ. LEG w M B-4 C-I INWARD 7 18 18 - 18 4' - -8" 10 Hi'-b' 46 --v. t :.■ ...--4 ' N I 1 c' .-- . ( 7 C-1 _ a -5 B-4 A i B 1 21-.-S" , WALL ....• BRAbING . . _ ..4. 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A Pr., 1 , B-4 A ------- x12; _ I 1i t- I 0.1 1 13-4 4 1 E 6 S-'4 A, S-3 S 4 . - 8-4 B-4 .4th■ „ A M - M. .7 ! : ---- --- ---- ----- E13 (n: A ' M w M B-4 C-I 8.-4 S-3 S- - C-1 BRACING - , . ..7 . • . .- - ____ ... -4m1 /// FACE -BRAIIING 2' -6" OF EXISTING eeN .Atin RE FOR STAIR TONER PLANK AND ELEVATION SEE SHEET S-6 BRACING- 4.570 747 139 - 7("7/-11/vAcS r-.1( V57 1ZOPP 3 APPROVED DATE 2. q4 - !f 3 BUILDING 1 ' 1/2"-: REVISION DIMENSIONS CHANGE DIMENSIONS CHANGE REVISED 6 REISSUED FOR CONSTRUCTION 6 BUILOING PERMIT ISSUED FOR CONSTRUCTION BLDG PERMIT 18'76" APPROVED DATE - 01/84 7/2/84 6/18/84 4/2 6/84 18'-6" 'Of 0 10 /HS INCH 1 bc '6e pe cz 9Z 9Z VZ re '101drifihndarbf . -r • - r E Aga Wit 0 I's/ IPA N FACILITIES DEPARTMENT [11 AUBURN, WA 98002 EVERETT, WA 98201 KENT, WA 98031 PORTLAND, OR 97220 RENTON, WA 98055 SEATTLE, WA 98124 WAMONANdliiiMiU 611 JII,W.1 f 3 4 5 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. ee 0? 61 RI LI 91 91 sit CL el 11 OL 6 " I c ' 1 I, ol prM4148Y SCHMIOT DECKED MOOR TAHER2ROEH CC157! ACCEPTABILITY THIS DESIGN ANEVOR SPEC 1. I CATIO1' APPROVED H111111100 WDEMWMOJW Si-IDT I TLC I 1 TLE GENERAL STRUCTURAL NOTES (CONTINUED FROM 9'-1) III. MATERIALS '(CONTINOED) . MASONRY STRUCTURAL STEEL 1. STRUCTURAL SHAPES AND PLATES SHALL BE AS1M A36. STRUCTURAL TUBES SHALL BE ASTM AS01. 2. ALL FABRICATIONS AND ERECTION SHALL COMPLY WITH RISC SPECIFICATIONS AND CODE OF STANDARD PRACTICE. 3. SHOP DRAWINGS OF ALL STRUCTURAL STEELWORK SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION. 4. ALL STEEL MEMBERS SHALL BE GIVEN ONE SHOP COAT OF APPROVED ,PAINT. SURFACES TO BE EMBEDDED IN CONCRETE AND WITHIN 3" OF WELDS SHALL NOT BE PAINTED. 5. SURFACE PREPARATION FOR PAINTING SHALL CONSIST OF RUST AND SCALE REMOVAL BY COMMERCIAL SANOBLASTIND AS REQUIRED. SURFACES TO BE PAINTED MUST BE DRY FREE OF DIRT OIL GREASE OR OTHER FOREIGN MATTER. . STRUCTURAL STEEL CONNECTIONS 1. ANCHOR BOLTS SHALL BE ASTM A307 2. ALL OTHER BOLTS SHALL BE ASTM A325N INSTALLATION SHALL GE IN ACCORDANCE WITH RISC SPECIFICATIONS. 3. ALL WELDING SHALL BE AS SPECIFIED ON THE DRAWINGS AND SHALL BE PERFORMED BY CERTIFIED WELDERS IN ACCORDANCE WITH AWS AND Alsc SPECIFICATIONS. ELECTRODES SHALL BE E70 SERIES'. • METAL DECKING 1. ROOF DECKING SHALL BE ROBERTSON SECTION 3, 18 GA. AND WELDED WITH 3/4"0 PUDDLE WELDS AT 12" O/C AT ALL EDGES, OPENINGS AND INTERMEDIATE SUPPORTS. FASTEN SIDE JOINTS WITH ONE INCH WELDS Al 12" 0/C. . FLOOR DECKING SHALL BE ROBERTSON 0E-3-18 CA AND WELDED W ITH 3/4" PUDDLE WELDS THE SAME SPACING AS ROOF DECK. 1. 6 INCH WIDE CONCRETE MASONRY UNITS SHALL BE HOLLOH I CONCRETE II0 I T I IIT . CONFORMING TO ASTM C90 GRADE N 2. MORTAR SHALL BE TYPE S WITH MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI AT 28 DAYS. , 3. MASONRY GROUT SHALL DEVELOPE MINIMUM COMPRESSIVE STRENGTH F = 2500 PSI AT 28 DAYS. 4. ALL CELLS CONTAINING REINRORCEMENT SHALL BE GROUTED SOLID. , S. MINIMUM REINFORCING: #4 @ 32" O.C. VERTICAL. #4 @ 24" O.C. HORZONTAL IN 8" BOND BEANS. PROVIDE (24) u4 VERTICAL AT WALL ENDS INTERSECTIONS AND CORNERS. PROVIDE 2'-O" X 2 CORNER BARS TO MATCH ALL HORIZONTAL ,REINFORCEMENT AT CORNERS AND INTERSECTIONS. AT NALL_ OPENINGS PROVIDE (2) #4 X .FULL WALL HEIGHT, VERTICAL EACH SIDE AND (2) #4 X OPENING WIDTH t 4 HORZONTAL IN , - , BOND BEAM SILL UNDER AND IN LINTEL BEAM OVER. PROVIDE DOWELS FROM CONCRETE FOUNDATION TO MATCH VERTICAL WALL REINFORCEMENT , SIZE AND SPACING. PROJECT DOWELS 1 LAP VERTICAL HALL REINFORCEMENT 30 DIAMETERS OR 2'-O" MINIMUM. LAP BOND BEAM REINFORCEMENT 2'-O' STAGER SPLICES 6 MINIMUM. _ . 6. UNLESS NOTED, VERTICAL REINFORCING IS TO BE AT CENTER OF WALL. GENERAL , , • A. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD; ANY VARIATION ,FROM THE DRAWINGS. SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. B. KOEQUPTE SHORING AND,BRACINO, OF 'ALL STRUCTURAL MEMBERS 'DURING CONSTRUCTION SHALL BE PROVIDED. ANY PROPOSED FIELD CHANGES SHALL HAVE PRIOR APPROVAL FROM THE ENGINEER. 1 C. 8" SLAB-ON-GRADE SHALL BE CAST IN ALTERNATING .,, stRips NOT MORE THAN 20' WIDE WITH CONTROL JOINTS, NOT MORE THAN 20' D.C. THE CONTRACTOR SHALL SUBMIT 10 THE ENGINEER FOR APPROVAL PRIOR TO THE,PLACING OF THE CONCRETE .SLAB THE LOCATION OF ALL CONSTRUCTION JOINTS AND CONTROL JOINTS AND THE ORDER OF PLACEMENT. , D. LOCATION AND SIZE OF ANCHOR BOLTS INSERTS PAD, , HANGERS FOR ,EQUIPMENT TO BE TAKEN FROMHAPPROVED VENDORS DRAWINGS AND CHECKED WITH EQUIPMENT SUPPLIED. E. SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING: 1. DOOR AND WINDOW DIMENSIONS AND LOCATIONS. 2. CURBS, SLAB DEPRESSION3, 3. CONCRETE REVEAL DIMENSIONS AND LOCATIONS F. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR THE , SIZE AND LOCATION OF ALL OPENINGS HANGERS INSERTS AND ANCHOR BOLTS REQUIRED FOR THE INSTALLATION OF WORK SHOWN THEREON. PLANS - SECOND FLOOR ROOF [ I IVEER S ; JUN 8 1994 LAST REV IS ICA § 84014 M 11 "f;', 41 AeT, 4-}4