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HomeMy WebLinkAboutPermit M94-0075 - BOEING #9-101.2:... .:....; .- '', ....•...•''..;•:, .:".•', ri ,. -1 :-. • : , = 4..',/,'" ,!. • : s,-.) ---7-, •,... •: — -, ':•1 cs Ong q -101. City o f 7lcikw�l� -- Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: M94 -0075 Type: B -MECH Category: NRES Address: 9725 EAST MARGINAL WY S Location: Parcel #: 000340 -0018 Contractor License No: BOEINC294ML TENANT BOEING #9 -101.2 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 * k******************************************* * ** * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: INSTALL' NEW SPOT COOLER. UMC Edition: 1991 Valuation: Total Permit Fee: ***************************************** * * * * * * * * * * * * * * * * * * * * * * ** * * * * * ** Permit Center Authorized Signature Date MECHANICAL PERMIT C (206) 431 -3670 Status: ISSUED Issued: 05/31/1994 Expires: 11/27/1994 Suite: 6,000.00 30.00 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 buil •ng per it. Signature: ifiL� � Date : X31 Q,. 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: -0 Q. oU CONTACTED G (Q.;) DATE NOTIFIED �j J oG " �. - "L.� BY: , (init.) 2nd NOTIFICATION BY: (init.) 3 RD NOTIFICATION BY: (init.) PROJECT NAME , DOe_in q- Ib{.,f) SITE ADDRESS q Pf-r5T NaatrW SUITE O. oN/ PLAN CHECK NUMBER yflc 4- OCYIJ Mechanical Permit Application Tracking REVIEW COMPLETED CITY OF TUKT".A Department of ommunity Development — Permit Center 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. 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. • DEPARTMENT` BUILDING - initial review FIRE O PLANNING O OTHER BUILDING - final review X BUILDING OFFICIAL DATE IIV ;4(2/4 AN.PRO.VED ::: ROUTED INIT: INIT: INIT: INIT :� C7 INIT: QUIREMENTS /:.' : CONSULTANT: Date Sent - Date Approved - FIRE PROTECTION: LJSprinklers 0 Detectors UN /A FIRE DEPT. LETTER DATED: INSPECTOR: ZONING: BAR/LAND USE CONDITIONS? 0 Yes 0 No SCREENING REQUIRED? Q Yes 0 No REFERENCE FILE NOS.: UMC EDITION (year): 01/07/93 SITE ADDRESS SUITE # VALUE OF CONSTRUCTION - $ e., p 0 o ,'"' PROJECT NAME/TENANT ,/ BOEING DEFENSE AND SPACE GROUP BLDG. # 6 / - /W, ._ ASSESSOR ACCOUNT # oco ' /O-- o1-/ ' TYPE OF WORK: gNew /Addition 0 Modifications 0 Repair 0 Other: DESCRIBE WORK TO BE DONE: }�[�y/////J /J�//�� . • ' TYPE ..::.:' . RAT1NG131ZE::::; Mi:;:::;:: ::...; "........".:.:,:::i:,:,:::::::: NITS...... >i: >::: >:: >:.: e _ 6 >e 6-6/,„4'z. ��t / / - 7pic./ / . c- /c-/ C:I4l/ (PHONE 544 - 2975 ADDRESS SAME BUILDING USE (office, warehouse, etc.) fl 'l ct ic cc „&vLLSZ i ' NATURE OF BUSINESS: WILL THERE BE A CHANGE IN USE? EC Jo 0 Yes IF YES, EXPLAIN: WILL THERE B STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? IF YES, EXPLA No 0 Yes PROPERTY OWNER BOEING DEFENSE AND SPACE GROUP AMOUNT < RCPT >;:#t.> PHONE 544 - 2975 ADDRESS P.O. BOX 3707 SEATTLE, WA. $15 ZIP 98124 CONTRACTOR BOEING DEFENSE AND SPACE GROUP (PHONE 544 - 2975 ADDRESS SAME PLAN,CHECK FEE ZIP WA. ST. CONTRACTOR'S LICENSE # BOEING. �Vt 294ML i EXP. DATE 01 01 - 9$" <<:DESCRIPTION:i> : AMOUNT < RCPT >;:#t.> ? > .::DATE;::< BASIC PERMIT FEE $15 UNIT(S)'FEE; :: ><> : € ::..::.... PLAN,CHECK FEE ...:::::. CITY OF TUKWILA ' Department of Community Development - Building 6300 Southoenter Boulevard, Tukwila WA 98188 (206) 431-3670 NAME / 4 JOB# / APPLICATION MUST BE FILLED OUT COMPLETELY AGENT ADDRESS CONTACT PERSON TERRY BENNETT PERMIT CENTER PO BOX 3707 M/S 46 - MECHANL AL PERMIT APPLICATION Mechanical Fee Worksheet must also be filled out and attached to this application. FEES (for staff use only) I HEA THAT I HAVE:READ.AND. EXAMINED :THIS APPL ICATION ANDKNOW THE S AMETO B AND CORRECT;: AND l ,4M AUTHORIZED TO APPLY >=UR THIS PERMIT SIGNATURE `.: DATE BUILDING OWNER OR PRINT NAME AUTHORIZED TERRY BENNETT 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 ggie Department of Community Development at 431 -3670. DATE APPLICATION ACCEP I E or TO MAY 1 9 1994 DATE APPLIC7T N EXPES 0, I 06/07/03 REGISTRATION NUMBER . • EXPIRATION DATE '•'01 BOEING *29411L. EFFECTIVE DATE 01/0 07/1.3/71 1 '` /:�Y::. "�: DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A CONST CONT GENERAL • BOEING COMPANY, THE P 0 BOX 3707 Mq I L. STOP 1F-09 SEATTLE WA 951242207 4- DETACH TO DISPLAY CERTIFICATE - -3 1.4.13.• =• �,• } .: STATE OF WASHINGTON F625.052- 00013.92) t DETACH TO DISPLAY CFRTIFICATF 1 Project: / - 2 ,,,. /� / � ^/� ( — 7 Type of Inspection: �� ` 6 Address: j r ,2 1' 4/.,,, Date Called; ?~ 7 2 -1 `T Special Instructions: Date Wanted: 11 �� 7—' 2 am. p.m. Requester; Phone No.; 7 ---2 I'S'ECM 0. COMMENTS: I Inspector: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. .` INSPeCTION RECORD " — � Retain a copy with permit ,Approved per applicable codes. ....... _._❑ Corrections required prior to approval. — G7 (206) 431 -3670 V , , -4 , 1 ,,., ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at }. • t ►• , 1. PERMIT NO. lS 5 COMMENTS: ' l CH D% F PuS•3L-.. - -T G t2.4D cm v.-0C:: -,S £ 11J U o u V fl P.....0 ►.) A. y F-0-0"-- r - u 1•1' P T1 ' ' £\ (A)01411..L., i tO IO/Z- -A1:J. , MAN/ tic .- c.� L F-1 ,.J�n . 1-- r- 4- ,.►, shl G_ • p , e A r-r9 2. P. L . v . I wFo(t...„ „ A Xa F..ci(L. WS C.4 N. A,Jc . „ 7 --/ y-91 —C- ►J A PPR -J AA P Requester. C.Ita Plane No.: Project; w.= r iJG ° ! -/01 Type of Inspection: 01kZtk!- Address: 9 -7 Z S . rvi _ w1 • Date Caged: 7 F / Special Instructions: D ate Wanted: „ 7 --/ y-91 a.m. p.m. Requester. C.Ita Plane No.: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 O Approved per applicable codes. .C) INSPECTION RECORD C Retain a copy with permit 1 / 1 1 �1 0 PERMIT NO. (206) 431 - 3670 CIS., Corrections required prior to approval. o $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (ReceNo.: Dale: Total (This Payment): Total Fees: 30.00 Total All Payments: 30.00 Bal ance: ***************************AA*4**********t*****************A**** CITY OF TUKWILA, WA TRANSMIT *******************k********************************A*********** TRANSMIT Number: 94000627 Amount: 30.00 05/31/94 1341 Permit No' M94-0075 Type: B-MECH MECHANICAL PERMIT Parcel No 000340-0018 S itei Address: 9725 EAST MARGINAL WY S Payment Method: CHECK Notation: TERRY BENNETT In it a SLD ************************k**********************k*************k** Account Code Descri pt i on 000/345.830 PLAN CHECK - NONRE$ • • 000/322.100 MECHANICAL - NONRES • • Pi d' 6.00 24.00 30.00 232-2- 6/q • M94-0075 ISSUED 05/19/1994 05/31/1994 **********************k**********************************************A***** Permit Conditions: 1. No changes will be made,t,o:40kW by the Architect and the 1,ukoi.%)!Bili Division . 2. Electrical permipWi'Se oktgined State Divisionbori and Indust andpall'gWpxical work will beMpect 1 ggAW!,, ( 2487-03p ) . 3. All permitrispec01 ,eeords, and dppr00,61gps *0,1 be maintaine Wai to the s t a ik.thof any . cons ,dctloik heS•e; d OCUmefl t are to 4, bt ma lint071 he dl 11N availaq,An0,1 &A'a 10 1 nspectAWOOrova 1 Is qarag 6V ? 4 . Any ex04 'ed Insulations bab i g mater i a 1 s h a l l ( SprearFatAing of 26 or 4 and mater shall 13,, a r taen t f ic0f1 i4wingAhe f performance rating thereof.'. 5. All Odiist,rtkOtio9 to he done WOonformance with approved p 1 atInCi r6"qutrementsf_thefpnifor,iir Building Code EditT6n)" by--th,e W4hingt,on Uniform MechanAcaldCodej199T E44146), an e ,Washington State ,44 Enely Code q9916gcond\EI,*1 :,=4 1 T 6. ValOity,of; Perrnit. :2 4'perilltt or apprpvaTi of plans, spgcif tcatlems - 60Aytaeions shali not be 4n 4 str t6lfbe a pe'rylitt,.?o'r / oK'an approval o'f, any violation , of any of the provis1on of th s'N code:;:•,oi%',! other,' ordi4Anoe',,,of, the jurisaietion. No per'mit pre5urning to give i violate or cancel tt*orsv,i'sions Of this code Y\‘ , , autWc • shal , be valld. ' $ 1 0 I \ • -Address: 9725 EAST MARGINAL WY E. Suite: Tenant: BOEING #9-101.2 Type: B-MECH Parcel #: 000340-0018 1?„ otua• 4) • " 0 CITY OF TUKWILA` Permit No: Status: Applied: Issued: • 1, 4 f:t' '•'+' BOEING MILITARY AIRPLANES BOEING DEFENSE & SPACE GROUP 9 -101.2 BUILDING DEVELOPMENTAL CENTER STRUCTURAL CALCULATIONS FOR SSIL LAB (SPOT COOLER INSTALLATION) JOB #147023 MAY 6, 1994 JON R. BURRS THE BOEING COMPANY DEVELOPMENTAL CENTER SEATTLE, WASHINGTON APPROVAL .1c. 11,1t the "1141 C �nr9 +tr. lids not' O e tili1t1S 311:t1, ENCR. J, RiegS s s,rn REVISED DATE / / 11 G?� 7 I L am -- /� - / 01. 2. I CHECK , `t �3 -o. AIR APR Gj ra •'14. cce)(_. / "/1/11 6472 7c -r?le / A/57�f /A./ 7 9 - 0 8, 4- 43' (, , C /1- S 4 2G) ST (' 1951- (, j \41 G 77 ocv T'r 7 s 7 CO 7? O W7//s 0 L8s 7 co '7' l//V/ G,- /Z s Y r 4 0 1 DI 5007 2070 ORIG. 6/73 /.9 " 2-2 r / 19 11 SR, 7 G©OL5 lb— r,✓ 76 76 /9" P/04 I U 'gH' m//G P.5ciesr QNI .RC P( 000 UN I5TpC T -F6 :4-tv5-761:1::viAll 7g 4c c' 4_2 Sr�0 F O� U5 PIOc EN6R. j , E(..er.S 574, REVISED DATE CHECK S lote APK APR AIWATIAW ... /A/E v 34 0 I f 36 DI 5007 2070 ORIG. 6/73 3s Wp 0 (6 „Z• 0 cp c2, 75 e 7 /3 -m° go' 2- so" 93 / t7, ; 5' c0 psi • - 4 09 IP- itv goa - IV DereM /4/6" /c, foe05-, oxc, 2312_ 52 0, , , s ( /(,o) a• /2 & , frit202/4-4._ 4c6 a, 1 p 3C. #41#4 n• 44. .136'' • • • i%, - f" 1 140, 114/ 'SS, fv -F b 6 PS (14 2 5; az C . A/p75 77-1 v - PCa e/e-/ w i/& 177 /c-- ovr 1 4/GI 01/7 tS Na7 5eres t-7/4-2, 9, 359 av 7 U/111.5R)T 93/P FSC - F6 tc W67/PV P1,4. .7.= 0, / OLP ICt 04- 0, 00 36. F-e " .56 07 41.••■■• (/.5 a wrec J111•047 ENGR. J,,,- 5 /G ! /�. ¢ REVISED DATE S I / s i Q v c� / ie\ ✓ / © / 2 CHECK /�'']/ 14 /VG ; -az AIR APE BOEAW / � © /9-2 //v © _ 2-€3 2_ 2S - < , DI 5007 2070 ORIG. 6/73 f4, J11•047 .<:•.• , fit, - ...:,k,',....T. . B ••• . - ...a.,...; .-..,.. .•. . :....o • ., ,-,..• •B : •:. • •F .. • no (22.2mm) dia. 7/8' (22.2mm) dta. 7/8' (22.2mm) dia. 1/2' (13mm) N.P.T. 1/4' (0.4mm) N.RT. 1/2' (12.7mm) 1/2' (12.7mm) 1 3/8' (34.0mm) Entrance for Low Unit Electrical Electrical Entrance Female Female HumIdlfier N.RT.F.Chillecl N.RT.F. Chilled dla. Entrance for Voltage Entrance. for Condensate Condensate Drain Suppl)i Water Inlet Water Outlet Low Voltage Connection (If applicable), Pump Connection. Connection. Drain must be trapped outside of the modulo. Connection, Connection, Connection. Connection to Wall Mounted Control. f .1 i::71-:;1='i • . a a Evaporator Unit and Optional CUSTOMER SUPPLIED THREADED RODS FOR MODULE SUPPORT FROM CEILING (TYP. 4). LESS GRILL t8 • (457mm) 20.50' (52inim) THREADED ROD CENTERS HANGING BRACKET 22.75 (578mm) OVERALL DIMENSIONS CONDENSER INLET DUCT CONNECTION FOR SELF CONTAINED AIR COOLED UNIT ONLY. 10 112' (2813mm) x 12° (304mm) 318" (10mm) HOLES FOR MODULE RIGGING (TYP. 2 EACH END). REMOVAL ACCESS PANELS CONDENSER BLOWER BOX LOCATION FOR SELF.CONTAINED AIR COOLED UNIT ONLY. SHADED AREA INDICATES A RECOMMENDED CLEARANCE OF 24' (810mm) BE PROVIDED FOR COMPONENT ACCESS AND REMOVAL 14 Electrical and Piping Connections Chilled Water Systems 60 Hz Chilled Water Self Contained, MME023C, 14), 60 Hz CHILLED WATER Nominal Tons 1 1/2 Evaporator Section MME023C Capacity Data - BTU /H (kW) High Fan Speed 45 °F (7.2°C) EWT, ■10 °F 5.6 °C) 80 °F (26.7 °C) DB 50% RH Total 25400 Sensible 17900 Flow Rate - GPM (Vs) 5.1 (0.32) Pressure Drop - PSI (kPa) 8.3 (57.4) 75 °F (23.9 °C) DB 50% RH I Total 18200 f Sensible 15400 Flow Rate -GPM (Ifs) 3.6 (0.23) Pressure Drop - PSI (kPa) 4.5 (31.1) 72 °F (22.2 °C) DB 50% RH Total 14100 Sensible 14000 Flow Rate - GPM QU 2.8 (0.18) Pressure Drop - PSI (kPa) 3.0120.7) Capacity Data - BTU /H (kW) Low Fan Speed 45 °F (7.2 °C) EWT, A10 °F 5.6 °C) 80 ^F (26.7 °C) DB 50% RH Total 22300 Sensible 15400 Flow Rate - GPM (Usk 4.4 (0.28) Pressure Drop - PSI (kPa) 6.5 (44.9) 75 °F (23.9 °C) DB 50% RH Total 15600 Sensible 13000 Flow Rate - GPM (Us) 3.1 (0.20) Pressure Drop - PSI (P) 3.5 (24.2 72 °F (22.2 °C) DB 50% RH Total 12100 Sensible 12000 Flow Rate - GPM (I /s) 2.4 (0.15) Pressure Drop - PSI (kPa) 2.4 (16.6) Fan Data - Direct Drive High Speed CFM (CMH) 675 (1150) Low Speed CFM (CMH) 565 (960) Fan Motor Hp (W) ', (149) Chilled Water Coll - Copper Tube, Aluminum Fln Face Area 1t (rte) 1.8 (0.17) Rows of Coil 3 Max. Face Velocity-fpm (m /s) 350 (1.80) Reheat Data - Electric Capacity - BTU /H (kW) Includes fan motor 15800 (4.6) r-Data xSteanrGenerati s • - � Capacity.- lbs/hrikd/ i)'" `--- °.°. ---^-^ k ' '• Connection Sizes (inches) Chilled Water Supply and Return ', FRT. - 41umidifiecSuppIv . - -_._ ,,- Evaporator Drain ', F.P.T. Unit Weight 159 lbs (72.1 kg) Chilled Water Self Contained, MME023C, 14), 60 Hz , COOLING ONLY WITH R - 1 ' AMP 1 208/230 ' 277 208/23 277 FLA 1.3 1111111,111111111117101111 20.3 _ WSA - 1.6 11111,®111111r.6 24.6 OPD 15.0 5.0 • ..0 30.0 Lje CAPACITIES AND TYPICAL SPECIFICATIONS Chilled Water Systems 60 Hz ELECTRICAL DATA m n �- ivr "i�c 15 P' 5500 CHANNEL AND COMBINATIONS '13/e UNISTRUT CHANNEL WIDh. SERIES 24 P 5500 CHANNEL P 5501 BEAM LOADS COLUMN LOADS ELEMENTS OF SECTION I — Moment of Inertia WT. LBS. /C FT. 494 gin" 1.336" 2' .. X 1.111 � I 2 WT. LBS. /C FT. 247 AXIS 1.1 S — Section Modulus P 5500 channel and combinations are roll formed from 12 gauge (.105 ") strip steel. Standard lengths 10 and 20 feet. Allowable uniformly distributed loads are listed for various simple spans, that is, beam on two supports. If load is concentrated at center of span, multiply load from table by 0.5 and corresponding deflection by 0.8. Stress 25,000 # /sq. in — Recommended for use where deflection is not a factor on long spans. Deflection 1/240 span — Recommended for use when deflection is a factor. Column loadings are for allowable axial loads for the unsupported heights listed and Include a K value of 0.80. For other K values see page 112. If loads are eccentric, loads should be reduced according to standard practice. • r — Radius of Gyration WT. /FT. SECTION I S r I S r CHANNEL LBS. SO. IN. In.! In.' In. In! In.' In. P 5500 2.47 .725 .520 .389 .847 .337 .415 .682 P 5501 4.94 1.450 2.799 1.148 1.389 .674 .830 .682 P' 5500 CHANNEL AND COMBINATIONS '13/e UNISTRUT CHANNEL WIDh. SERIES 24 P 5500 CHANNEL P 5501 BEAM LOADS COLUMN LOADS ELEMENTS OF SECTION I — Moment of Inertia WT. LBS. /C FT. 494 gin" 1.336" 2' .. X 1.111 � I 2 WT. LBS. /C FT. 247 AXIS 1.1 S — Section Modulus P 5500 channel and combinations are roll formed from 12 gauge (.105 ") strip steel. Standard lengths 10 and 20 feet. Allowable uniformly distributed loads are listed for various simple spans, that is, beam on two supports. If load is concentrated at center of span, multiply load from table by 0.5 and corresponding deflection by 0.8. Stress 25,000 # /sq. in — Recommended for use where deflection is not a factor on long spans. Deflection 1/240 span — Recommended for use when deflection is a factor. Column loadings are for allowable axial loads for the unsupported heights listed and Include a K value of 0.80. For other K values see page 112. If loads are eccentric, loads should be reduced according to standard practice. • r — Radius of Gyration 8 P 1000 CHANNEL P 1001 P 1001 3 WT. LBS. /C 570 P 1001 C3 COLUMN LOADS l 6 V 1. L.4 ` L 'ea **la k h �' 1 UNISTRUT CHANNEL WIDTH CERIES T 0/92" .916• L _1L1 .7os° 2 WT. LBS. /C 190 P 1001 A 2 3'/4" .j--- r 1.354" 1 3� —jl I 1.896 J 41 _! r 1.932" 2 1.318" [j/ - :486" 4 WT. LBS. /C 335 P 1001 A3 P 1001 D3 P 1004 A 44 '1' P 1000 channel and combinations are roll formed from 12 gauge (.105 ") strip steel. Standard lengths 10 and 20 feet. P 1001 B P 1001 B3 31/4" 1.863" 4 ..... - J WT. LBS. /C 570 WT. LBS. /C 670 P 1001 C P 1001 C41 Allowable uniformly distributed loads are listed for various simple spans, that Is, beam on two supports, If load is concentrated at center of span, multiply load from table by 0.5 and corresponding deflection by 0.8. Stress 25,000 # /sq. in. — Recommended for use where deflection Is not a factor on long spans. Deflection 1/240 span — Recommended for use when deflection is a factor. Column loadings are for allowable axial loads for the unsupported heights listed and include a K value of 0.80. For other K values see page 112. If loads are eccentric, loads should be reduced according to standard practice. P 1001 K 2 WT. LBS. /C 760 ANN ( BOEING MILITARY AIRPLANES 9 -08 BUILDING COLUMN A/9 STRUCTURAL CALCULATIONS FOR SPOT COOLER INSTALLATION JOB # 910596 -08 AUGUST 14, 1991 JON R. BURKS THE BOEING COMPANY DEVELOPMENTAL CENTER SEATTLE, WASHINGTON APPROVAL Prir, OFF'L -O4 7 7- 2S/ 77, 9-0e. 4 sF0T GOO 6R /Ns729L.L-ii770N SPOT CODI...E V/7 PPE? p'1 /,VE" s LW �S /// P/222 9t ./. V �b L tL BMA .cicilities Seattle, Washington • 37g M .- 7g /b -/,v G.7 014-7 l' 4 / -7`5 - W Deeri,z M /N, Pta,ioW = �O•S Pact- = G3 16 A Eribetrirl NO.9 /o5. 90....0 SHEET NO DESIQWBY APPROVED BY•. • Z-04 / G,y /1/' /N / •S 2.50 /b / — �0 3 / 6 S—. Zo3 Ih/ 1 862 ' < zS000 j .°. P /a '9MI '/- DA' 8//x/9/ 4.1504-75 BMA ( racilities Seattle, Washington M /NE ('sc I b /4 z /1/ 444 C Se c2oo Ps r, l/S /A G /Z G-'1 Vii, E FOR LH 77,eAl- BRAG lM 7�NS /G_ S?�i Es.s //v G3' /4-6 = 0.142 tN 444 . F = 0.3 (110)(0,7S) 2S'0 /b F ^ G0 /b T/nG - fryc T \iO "'/reES L pitI'D /N 777'E 7g/1 1 _ /i/`" /b . E JOB NO. DESIGNED BY: APPROVED Er. //Z /i /3 : 77/D, .za oo (/55 / /3 7rtD. ROGO f 7 C L- 47Z-'72 L /sA4 /C. Fp` C 14/e 2 SC) /6 _ /, Cp =. O, 7S F " p, 3 ZOry ' 0 ATE: D /A 0,1055 I ' v A = 'OD. 87 /iv F -y = 3B /s O Fy fiI SC 1.5,1,1 9IEET NO 77-/ j` 5 G/ PP CZeT TiHE p /,c Ec-T / o/v (C -• /vv s) BMA f Jcilities Seattle, Washington .roe NO. DESIGNED BY: APPROVED BY: SHEET H0. 3 . = _ i =7 ovg7/N /4?2 T �� /GOO Ps /4, Z SP , G . MAW .h J. BURKS PIP IMO MI P LAN SOME: ualE 5/8/94 SECTION SCALE: 1101E 5"-( "Pm° 6" S.9 ,14 001F/A/Q 7 EXIST. UNISTRUT GRID P5500 PI000 UNISTRUT PI047 'U' FITTING P5500 UNISTRUT /2" THREADED ROD 12 GA. WIRE NOTES: I. SEE MECHANICAL DWGS. FOR LOCATION OF SPOT COOLER. 2. BRACE SPOT COOLER IN LATERAL AND LOGITUDINAL DIRECTIONS. SPOT COOLER 14 -Q2 � 9 -1 01.2 E/19 0.�. SK 728940506 .cC, S1 PI000 A SPOT COOLER PI000 MAW .h J. BURKS PIP IMO MI P LAN SOME: ualE 5/8/94 SECTION SCALE: 1101E 5"-( "Pm° 6" S.9 ,14 001F/A/Q 7 EXIST. UNISTRUT GRID P5500 PI000 UNISTRUT PI047 'U' FITTING P5500 UNISTRUT /2" THREADED ROD 12 GA. WIRE NOTES: I. SEE MECHANICAL DWGS. FOR LOCATION OF SPOT COOLER. 2. BRACE SPOT COOLER IN LATERAL AND LOGITUDINAL DIRECTIONS. SPOT COOLER 14 -Q2 � 9 -1 01.2 E/19 0.�. SK 728940506 .cC, S1 r • REa I PROJECT SITE 7 -127 KING COUNTY AIRPOR' OFf ICE CENTER (FAA) VICINITY MAP 99 FROM SEATTLE - TACOMA AIRPORT FR DOWNTOWN SEATTLE CS� \ \ \ \ �� EAST MARGINAL WAY CORPORATE PARK h 30H\C EMT 151 DAIS R SMM DEVELOPMENTAL CENTER FROM KENT & AUBURN p' ' -- EMT NO SCALE IL Rt ncN v 3HC 9 -1; 1, F -22 SS L LA3 BOEING DEVELOPMENTAL CENTER • 9725 EAST MARGINAL WAY SOUTH TUKWILA, WAShINGTON 98108 AREA MAP BLDG. ADDRESS: 9725 E. MARGINAL WAY S. TUKWILA,WASHINGTON 9 -101 BUILDING LOCAITON NO SCALE GENERAL NOTES VER!; v Au ;V; N: •!! NNE.C''ONS R''„ RE AN`' NCR. 2. NO'' Y FAC! FNI, N' ' r R . i1,E) IXi!,11N +w:!.' 'ON J. COCR;J NA f LACER/. ' 0•+,: HA! IS. ( PROJECT CHECKLIST +E CK ROX ❑ THESE DRAWINGS CONFORM TO THE 1991 U.B.C., U.F.C., U.P.C., AND THE 1990 BARRIER FREE CODE AS ADAPTED OR AMENDED BY LOCAL ORDINANCES, AND COMPLIANCE WITH CITY OF TUKWILA ZONING. ® ENGINEERING CALCULATIONS ( IF APPLICABLE ) ❑ ROOMS LABELED PER OCCUPANCY PER U.B.C. TABLE 33 -A. ❑ BUILDING FLOOR NUMBER ON PRINT FOR AREA OF CONSTRUCTION. NUMBER OF PRINTS REQUIRED FOR PERMIT PACKAGE: ❑ 1. GENERAL PERMIT (SHELL & CORE) 6 SETS OF ENERGY CALCULATIONS 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 IMPROVEMENTS, 2 COMPLETE SETS 2 3. MECHANICAL, 2 COMPLETE SETS ❑ 4. FIRE PROTECTION /SPRINKLERS, 2 COMPLETE SETS ® BRIEF PROJECT NARRATIVE MECr'ANICAi. 4 /PROVEN"; N'S Cr! TorS Q;)E3 CONSIST (F 1.:, HE ORVNG NsTAL1 • 2/2 ON SPOT (('CL E R & CONNECT 'C E x S (;�a _.. ',ATE � SISTEV. qq co D r APPROVE' TAY DAME SOE/A117 FACILITIES DEPARTMENT ALPFHA\FS - SEATTLE D AUBURN, WA. 98002 O EVERETT, WA. 98201 D KENT, WA. 98031 D PORTLAND, OR. 97220 EIRENTON. WA. QAncc � P PPEdrCA C I APPPOdD DtPI. DAME PAIN DV S. REYNO.DS CRI CKED ENO S. Berosiii ORCKCo Ailledienaa DRAWING INDEX S++ff' N l ` M ' 9 :m V29 . .'0'1 )V /9 F Mf (TANK A_ MAS'.R M; C'IEAN; „AL V;.`: ; R MECHAN ~. A. VAS 'I R S1f<',:C ukA HE ' , ii ' VAC R O' CCCI REV CODE SUMMARY _AND uSF CODE :3;; !.7'N^ CODE S O(.CuPANCY GRO''v>' CCNS 'Yol JOR AREAS: CiNO FOOTPR'N1 :16 GRO S TONNE I_S FIRST 11 COQ HRH F ;l V» Sr U nE R: 3 , i_D NC H_iC. S'OR!E S uCCUPAN I OAC: -ANDICA!'PFi` REOI; REMENTS :,dr. PRO TEC`IO Y: SMC ZONE 'A,' t2. 20-90 2 -3 92 Mtt TITLE SHEET MECHANICAL MASTFR WARM! Parr IMAM Fat PAIONANIOAL X IILGOTRIOAL 0 PLUMBING O GAG PIPING CITY OP TUMVILA WILDING DIVISION TUKWILA 1991 UBC, WASHINGTON STATE ENERGY CODE, WASHINGTON STATE BARRIER FREE CODE AND ADDITIONS PER CITY OF TUKWILLA GROUP B, DIVISION 2, OFFICE & FACTORY TYPE II, NON - COMBUSTIBLE SEPARATION 60 FEET (MINIMUM ALL SIDES) 713,829 1,116,306 50,910 713,829 55,689 295,878 111 FT MAXIMUM 2 NO CHANGES BARRIER FREE FULLY AUTOMATIC, F/S CLASS 1 SPRINKLERS THROUGHOUT �) WRMER COI 1.L IIJb tSwnen . MINIMUM 3.% GAR anti 39 7,11 (s« W .sacs - rwblc • 'PIn %NSut-Anon %temRC E (Sas W bec t1de v4 A P R O 11 of 26 199 1 ., 1ED Pilitz ibk,),'"es tu on urns M - 1 NIL .11 AM. ANIL ale MA 0' ELBOW AND 180 DOWN TO EDUCING WYE . �.. " 2TF4. RELI 60x30 AIR (TYP)_ ¢ EL 10' -6 1 AFF I. 11111 UlAI.I fr PI JI 1 -1/2 TON LIEBERT MINI -MATE Model MMO23C CHILLED WATER - 5.1 GPM mox. 208/230 V, SP, 1.3 FLA 1Z EL 17' -6" AFF MI Iy /I:= MO p :;=» -- i e. 1.11 1.1■ IMMO re, bit 1.1/ 1 .7• CUM -- S—IT 32/24 41111 _aW at . ly/11J 40 CFM 11EV 1.12.93 MATONLINE • 1011 OONTINUATION Ogg MET M3 IKYIIIa. BOO EL I0' -0" AFF R L1tTX1R SEE DETAIL 0 2M29 11512 4 Y SYSTEM AHU PLATFORM DUCT ACCESS PANEL VT/ l/MIND'. 100 300 CFM I7x24 EXHAUST DUCT WITH FIRE DAMPER AT FLOOR FILTER 24 "x24" I�ir■ rill ram 100 350 CFM 12 8 Ih 1 2 12 m t • ��� BLANK BLANK STATIC PRESSURE SENSOR T -STAT LOCATED IN RETURN GRILLE COOLING UNIT CONTROL LOCATED ON *LL DIFFUSER (I) S0' BLANK -OFF SECTION DIFFUSER (2) 90' BLANK-OFF SECTION RETURN GRILLE IN T-BAR CEILING FLEXIBLE DUCT WITH VOLUME DAMPER MEDIUM PRESSURE EXTERIOR INSULATED SPIRAL DUCTWORK LOIN PRESSURE SOUNDLINED DUCTWORK VAV TERMINAL UNIT MEDIUM PRESSURE EAST/WE T DUCT HANGER. SEE DETAIL Ll 21129 M610 MEDIUM PRESSURE NORTH /S9 H DUCT HANGER. SEE DETAIL 2M29 M610 LOWER LEVEL UNISTRUT DUST HANGER. SEE DETAIL , 2M29 M510 BEAM CLAMP AND STRAP DU T HANGER. SEE DETAIL 9 21129 M510 Cap MEDIUM PRESSURE 12xI8 A CESS PANEL. SEE DETAIL 21129 11511 LOW PRESSURE 12x18 ACCE PANEL. SEE DETAIL 21129 11511 GENERAL NOTES: I. SIZE OF FLEX RUNOUT IS SAME AS DIFFUSER NECK UNLESS INDICATED OTHERWISE 2. FOR VAV UNIT DUCTWORK, SEE DETAIL 21129 11510 3. FOR AHU DETAILS AND SECTION, SEE DETAILS 2M29 11510 4. INSTALL EARTHQUAKE TABS (2 PER DIFFUSER) ON ALL DIFFUSERS AND ATTACH WITH 12 GA WIRE TO UNISTRUT GRID. ACCESS PANEL ABOVE WYE TYPICAL. ENT : AT ''GIN OF DUCT DROP RELOCATE SUPPLY DIFFUSER & RETURN GRILLE TO NEW LOCATIONS AS SHOWN. INSTALL NEW 'MINI -MATE' SPOT COOLER IN CEILING GRID. CONNEXT TO EXISTING CHILLED WATER PER DRAWING 2MI29. 1 •REOORD DRANIING sit am - Job / 147023 SQE#NQ FACILITIES DEPARTMENT O AUBURN, WA . 98002 0 BELLEVUE , WA . 98007 O EVERETT, WA. 98201 O KENT , WA . 98031 0 PORTLAND, OR. 97220 f'1 P NTflN WA - 98055 lak 11 I LIP Y ACCEPTABILITY THIS DESIGN MO/ _ SPECIFICATION IS APPROVED ARN OW° BY OUT DATE I I -- \-10 • ASBESTOS NOTIFICATION: A good faith survey of the work oreo has been conducted and asbestos containing material was not discovered that would be involved in the construction of this project. Do not remove, damage or disturb any asbestos material adjacent to the work urea. Please contact Boeing Foclities Deportment if asbestos containing material is damaged or discovered that is required to be removed to support work. DATE &ATITLI IOU -a a as-a HVAC SECOND FLOOR PLAN BUILDING 9.101•APILA COL D4/111•10 OW 11 IS aw.. LAST *vie ON MOIL INUIT 2M29 KEYPLAN Q M� 2s T' NO SCA DNo BE& EN GINEERS A yl Ne OATS a 47023 -02 C Tom. e InI -911106 T • © 1 ■ r, Fail ftau Fill I _i Ir FM N jr 11 I J1 II I L] Fri] I sssll olal__.1 I I I ►PP p % y 4 F' : 7Is ' IJ r I I 1I 0' ELBOW AND 180 DOWN TO EDUCING WYE . �.. " 2TF4. RELI 60x30 AIR (TYP)_ ¢ EL 10' -6 1 AFF I. 11111 UlAI.I fr PI JI 1 -1/2 TON LIEBERT MINI -MATE Model MMO23C CHILLED WATER - 5.1 GPM mox. 208/230 V, SP, 1.3 FLA 1Z EL 17' -6" AFF MI Iy /I:= MO p :;=» -- i e. 1.11 1.1■ IMMO re, bit 1.1/ 1 .7• CUM -- S—IT 32/24 41111 _aW at . ly/11J 40 CFM 11EV 1.12.93 MATONLINE • 1011 OONTINUATION Ogg MET M3 IKYIIIa. BOO EL I0' -0" AFF R L1tTX1R SEE DETAIL 0 2M29 11512 4 Y SYSTEM AHU PLATFORM DUCT ACCESS PANEL VT/ l/MIND'. 100 300 CFM I7x24 EXHAUST DUCT WITH FIRE DAMPER AT FLOOR FILTER 24 "x24" I�ir■ rill ram 100 350 CFM 12 8 Ih 1 2 12 m t • ��� BLANK BLANK STATIC PRESSURE SENSOR T -STAT LOCATED IN RETURN GRILLE COOLING UNIT CONTROL LOCATED ON *LL DIFFUSER (I) S0' BLANK -OFF SECTION DIFFUSER (2) 90' BLANK-OFF SECTION RETURN GRILLE IN T-BAR CEILING FLEXIBLE DUCT WITH VOLUME DAMPER MEDIUM PRESSURE EXTERIOR INSULATED SPIRAL DUCTWORK LOIN PRESSURE SOUNDLINED DUCTWORK VAV TERMINAL UNIT MEDIUM PRESSURE EAST/WE T DUCT HANGER. SEE DETAIL Ll 21129 M610 MEDIUM PRESSURE NORTH /S9 H DUCT HANGER. SEE DETAIL 2M29 M610 LOWER LEVEL UNISTRUT DUST HANGER. SEE DETAIL , 2M29 M510 BEAM CLAMP AND STRAP DU T HANGER. SEE DETAIL 9 21129 M510 Cap MEDIUM PRESSURE 12xI8 A CESS PANEL. SEE DETAIL 21129 11511 LOW PRESSURE 12x18 ACCE PANEL. SEE DETAIL 21129 11511 GENERAL NOTES: I. SIZE OF FLEX RUNOUT IS SAME AS DIFFUSER NECK UNLESS INDICATED OTHERWISE 2. FOR VAV UNIT DUCTWORK, SEE DETAIL 21129 11510 3. FOR AHU DETAILS AND SECTION, SEE DETAILS 2M29 11510 4. INSTALL EARTHQUAKE TABS (2 PER DIFFUSER) ON ALL DIFFUSERS AND ATTACH WITH 12 GA WIRE TO UNISTRUT GRID. ACCESS PANEL ABOVE WYE TYPICAL. ENT : AT ''GIN OF DUCT DROP RELOCATE SUPPLY DIFFUSER & RETURN GRILLE TO NEW LOCATIONS AS SHOWN. INSTALL NEW 'MINI -MATE' SPOT COOLER IN CEILING GRID. CONNEXT TO EXISTING CHILLED WATER PER DRAWING 2MI29. 1 •REOORD DRANIING sit am - Job / 147023 SQE#NQ FACILITIES DEPARTMENT O AUBURN, WA . 98002 0 BELLEVUE , WA . 98007 O EVERETT, WA. 98201 O KENT , WA . 98031 0 PORTLAND, OR. 97220 f'1 P NTflN WA - 98055 lak 11 I LIP Y ACCEPTABILITY THIS DESIGN MO/ _ SPECIFICATION IS APPROVED ARN OW° BY OUT DATE I I -- \-10 • ASBESTOS NOTIFICATION: A good faith survey of the work oreo has been conducted and asbestos containing material was not discovered that would be involved in the construction of this project. Do not remove, damage or disturb any asbestos material adjacent to the work urea. Please contact Boeing Foclities Deportment if asbestos containing material is damaged or discovered that is required to be removed to support work. DATE &ATITLI IOU -a a as-a HVAC SECOND FLOOR PLAN BUILDING 9.101•APILA COL D4/111•10 OW 11 IS aw.. LAST *vie ON MOIL INUIT 2M29 KEYPLAN Q M� 2s T' NO SCA DNo BE& EN GINEERS A yl Ne OATS a 47023 -02 C Tom. e InI -911106 IT 1 1 (i 1 Eyn Ir t1 O UM If '1 p po E t 0 is Q ESL' , I Q • Q ' 1 i t � fTI ( � t rr 2 "C04 6 R DN TO 1ST FLOOR REF DWG 109 — I0I- 4305 —M2 21179 M509 NcvISION 2 "SAN THROUG SEE DWG 109 —I0I 1.12.92 4 " FR3M ROC F BOP EL 61' —II" 2 "HWR FROM BELOW N[vIS WI 4 "C S R • ROOF " TR "SAN DN I "CW (COPPER) REDUCED TO 1/4" AFTER I" VALVE FLOOR LEVEL, F CONTINUATION SE 109 -101- 4545 —MI "ID DN TO A IL AND SATE CT IONS ETAIL 2M79 11510 TUBING BOVE DWG IDIFIER I /2 "CHWS AND FROM ROOF rfttl — 4 "RW FROM ROOF 1 1/4 HUMIDI REDUCE TE I 1 /2 "xl /2 "xl NCHORS SINKC FD :•. r.� ir ... J PLUMBING & PIPING PLAN BE&C ENGINEERS w• NtvIIlIN - BOP EL 17 -6" BOP EL BOP EL I" DUPI AND C LINES DETAIL BOP EL I -2" I —9" X OUTLET ROL AIR EE ■ IOE/APAP FACILITIES DEPARTMENT O AUBURN, WA . 98002 O BELLEVUE , WA . 98007 ❑ EVERETT, WA.98201 O KENT WA . 98031 O PORTLAND , OR . 97220 ❑ RENTON. WA.98055 I I/4" I I /4 "xI I/4 "x1 /2" 2 "VTR CV 3" FROM ROOF a - -- 11/2" TO SINK & FD 11/2" FOR SINK AND FD - 03 M CONNECT CHWS &.R FROM NEW 'MINI —MATE' SPOT COOLER TO EXISTING VALVES IN 2 —I /2" CRC INSTALL CONDENSATE PUMP PER MANUFACTURER'S DIRECTIONS. ROUTE CONDENSATE DRAIN TO FUNNEL DRAIN ABOVE CEILING AT COL E/17. BUILDING 9.101 cot. • ■JIIS4O AINHOR FLOW DIRECTION C CONDENSATE RETURN (STEAM) CA COMPRESSED AIR CD CONDENSATE DRAIN CW DOMESTIC COLD WATER H W HOT WATER (DOMESTIC) --CMS — CHILLED WATER SUPPLY CHMR — CHILLED WATER RETURN HWS — HEATING WATER SUPPLY HWR HEATING WATER RETURN RWL — RAIN WATER LEADER STM — STEAM SUPPLY V VENT VTR — VENT THRU ROOF W WASTE ID — INDIRCT DRAIN • AIR DROP HOSE, DUPLEX • AIR OUTLET, HARD, DUPLEX 2 WAY BRACE, FOR DETAILS SEE 21179 M507 X 4 WAY BRACE, FOR DETAILS SEE 21179 M507 GENERAL NOTES: CONSTRUCTION NOTES: KEYPLAN NO SCALE net 2M79 WNWA I V ED 6 N '' 147023-02 1