Loading...
HomeMy WebLinkAboutPermit M01-117 - BOEING #9-96M01-117 Boeing 9-96 9725 East Marginal Wy S City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: M01 -117 Type: B -MECH Category: NRES MECHANICAL PERMIT Address: 9725 EAST MARGINAL WY S Location: Parcel #: 000340 -0018 Contractor License No: MCKIN * *372N0 TENANT BOEING #9 -96 Phone: 9725 EAST MARGINAL WY S, TUKWILA WA 98188 OWNER BOEING PO BOX 3707 - M/S 1F -09, SEATTLE WA 98124 CONTACT ANDREW DONALD Phone: 206 -832 -8257 5005 3 AV S, SEATTLE WA 98124 CONTRACTOR MCKINSTRY COMPANY Phone: 206 762 -3311 5005 3 AV S, PO BOX 24567, SEATTLE WA 98134 ***************'** * * ** *** * *** ****** * ** * * ** * ***** k ** k* ** k *** * * ** k * * *•k* * Permit Description: INSTALL NEW DUCT WORK TIEING INTO EXISTING DUCT AND ROUTE TO BUILDING LINKS. - INSTALL SLOT . DIFFUSERS.; PROVIDE PERMANENT PIPE SUPPORT FOR. EXISTING PIPING IN BOTH LINKS PER ATTACHED DRAWINGS. *NO':NEW EQUIPMENT IS BEING ADDED.* UMC Edition: 1997 Valuation: Total Permit Fee: (206) 431 -3670 Status: ISSUED Issued: 08/06/2001 Expires: 02/02/2002 23,000.00 63.63 k ** *fit * **, ** * * * * * *** * * *, ** k****************** *** * *** * *•k* * * * * ** * * * * * * * * **•k* a- ter', Author zed Signature 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 buildin• permit. Signature. Date: Print Name: � U� .! Title: A'ie-^t" 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. DEPARTMENTS: Buil+ g 'ivision (� Public Works Complete Please Route TRIOUTIDOC WWI REVIEWER'S INITIALS: TUES /THURS ROUTING: PLAN REVIEW /ROUTING SLIP •ACTIVITY; NUMBER M01 -117 DATE: 07 -11 -01 PROJECT NAME: BOEING.9 -96 LINKS PROJECT S ITE- 'ADDRESS: 9725 EAST MARGINAL WY S: SUITE NO: Response to Incomplete Letter # Response to Correction Letter # Revision # AFTER Permit Is Issued 6 IZ Fire Prevention 1/4 V1 I2 -D( Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved ❑ Approved with Conditions n n Permit Coordinator lat Planning Division DUE DATE: 07-12-01 Not Applicable n Comments: No further Review Required DATE: DUE DATE 08 -09 -01 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved ❑ Approved with Conditions n Not Approved (attach comments) Ti REVIEWER'S INITIALS: DATE: PERMIT COORD COSY • �., � ,. �� r� u::u,�:t � .t, !syr. � , i. � .. ., ... s�,,,, r. , _,.;�,..•. ..... ..: •f . �.� �..: . �«•.�, . .. s,.�z �,,,, t. :.d,.:ruw.,. . �t . r . yti . .. .,.4.: a ,.rnL ,r.: i .., . 1 •J DEPARTMENTS: Building Division Public Works PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER M01 -117 DATE: 07 -11 -01 PROJECT NAME: BOEING 9 -96 LINKS PROJECT SITE ADDRESS: 9725 EAST MARGINAL WY S SUITE NO: x Original.Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # AFTER Permit Is Issued Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete si Incomplete n Comments: TUES /THURS ROUTING: Please Route jK Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: 7 / O" APPROVALS OR CORRECTIONS: (ten days) Approved ❑ Approved w Conditio wxxou,c.DOC 5fl Fire Prevention REVIEWER'S INITIALS: DATE: n n Planning Division Permit Coordinator DUE DATE: 07 -12-01 Not Applicable n DUE DATE 08 -09-01 Not Approved (atta com ents) n n CORRECTION DETERMINATION: DUE DATE Approved ❑ Approved with Conditions Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: no,* vii ktrn z re U CO ' N ul, CO u.` la a 2 Q LL Q W. O.! CI 0 0 H. w W` AI O ui U =' z PERMIT NO.: Mb l " I 1 1 MECHANICAL PERMIT APPLICATIONS INSPECTIONS ❑ 00002 Pre- construction ❑ 00050 WSEC Residential ❑ 00060 WA Ventilation /Indoor AQC ❑ 00610 Chimney Installation /All Types ❑ 00700 Framing ❑ 01080 Woodstove ❑ / 01090 Smoke Detector Shut Off 01100 Rough -in Mechanical 01 101 Mechanical Equipment /Controls ❑ 01 102 Mechanical Pip /Duct Instil 01 105 Underground Mech Rough -in ❑ 1115 Motor Inspection 1400 Fire Final ❑ 01800 Final Mechanical ❑ 04015 Special -Smoke Control System CONDITIONS 0001 No changes to plans unless approved by Bldg Div ❑ 0014 Readily accessible access to roof mounted equipment 0016 Exposed insulation backing material 0019 All construction to be done in conformance w /approved plans ❑ 0002 Plumbing permits shall be obtained through King Co ❑ 0027 Validity of Permit 0003 Electrical permits obtained through L & 1 ❑ 0036 Manufacturers installation instructions required on site ❑ "BTU maximum allowed per 1997 WA State Energy Code" ❑ 0041 Ventilation is required for all new rooms & spaces 0005 All permits, insp records & approved plans available ❑: "Fuel burning appliances ❑ "Appliances, which generate...," • "Water heater shall be anchored...." Additional Conditions: TENANT NAME: PEES Basic Fee (Y /N) Supplemental Fee (Y/N) Plan Check Fee (Y /N) Furnace /Burner to 100,000 BTU (qty) Over 100,000 BTU (qty) Floor Furnace (qty) Suspended /Wall /Floor - mounted Heater (qty) Appliance Vent (q(') I leating /Refrig /Cooling Unit /System (qty) Boiler /Compressor to 3 LIP /100,000 BTU (qty) to 15 I-IP /500,000 BTU (qty) to 30 11P/1,000,000 BTU (qty) to 50 HP /1,750,000 BTU (qty) over 50 LIP/ 1,750,000 BTU (qty) Air !kindling Unit to 10,000 cfm (qty) over 10,000 cfm (qty) Evaporative Cooler (qty) Ventilation Fan (qty) Ventilation System (qty) Hood (qty) Incinerator — Domestic (qty) Incinerator — Comm/Ind (qty) Other Mechanical Equipment (qty) Other Mechanical Fee (enter $$) Add'I Fees — Work w/o Permit (Y/N) Insp Outside Normal Hours (hrs) Reinspections (hrs) Miscellaneous Inspections (hrs) Add'I Plan Review (hrs) Plan Reviewer: Y . 'L Date: Permit 'tech: Date: 8*--'3-0/ ACTIVITY, NUMBER M01 -117 DATE: 07 -11 -01 PROJECT NAME: BOEING 9 -96 LINKS PROJECT SITE ADDRESS: 9725 EAST MARGINAL WY S SUITE NO: Original Plan Submittal , Response to Incomplete Letter # esponse to Correction Letter .#i Revision # AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works WRROUI OC PLAN REVIEW /ROUTING SLIP C Fire Prevention Structural TUES /THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: C' 1 7 APPROVALS OR CORRECTIONS: (ten days) ❑ Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 07 -12 -01 Complete n Incomplete n Not Applicable n Comments: n Planning Division No further Review Required DATE: y DUE DATE 08 -09 -01 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions C Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Project Name/Tenant: 9._ i rr) / 6 / 1L r C O K State/Zip: pm Value of,�t a©Eui i it tyy Site Address : t �/ G am( /L evY SCC, ,: arce Nuer: Tax P © o i mbo --00! 1 ' - s 7 - P g CT r• 5 �al .. v ez s Phone: ( ) StrgptvA 3 ! . 7 4 r 9:84 C �,�l5 Z Fax #: ( ) Contractor: i n ci et r�. ray A Phone: (2 _ 76�_ 3 31 1 Street es ,..404 vc r 5E47 -7 City rA l p Fax #: ( , ; (..6 ) _ 76a _ 06 Contac p /72n: - 4,14 41.1) _ s CK-4IS eV , Phone: 6 ) - wit 9 3,2 as7 Street Address: AV 5 7 Ci9Sr e 3 Fax #: ( )_�� ( _ ^- . !' ' UTHORIZED'AGENTd . ' Signature: �yj C 4 /i v 6z, Date: ..... S^-- t`'j Phone: L906, ) -76 2 - 3?/ / Fax #: (. ,) 7 : ; _ ,) , (I T Print na yy� //� ��ri1 1� J` /J r /'`.Zs��� �d � Address: _ 3,O/J v6 r City /State/Zip: �% CITY OF T KWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 'Project Number. Permit Number: Mechanical Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. • MECHANICA AND APPROVAL REQUESTEDslTO4REfILLED ;;OUT:BYA Description of work o be done (please be specific ety-t re gu zLO-I.Ie. L_ z J5 Z t 7 L t 5t'Y h56 S , 49-fZ Litt tie z - 4 0 ary 1 ` ies '42 Current copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued OR submit Form H-4, "Affidavit in Lieu of Contractor Registration ". 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. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. 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 114.4 of the Uniform Mechanical Code (current edition). No application shall be extended more than once. Date application accepted: Date application expires: Application taken by: (initials) 11/2/99 much perndl.dac ✓ Submittal Requirements Floor plan and system layout _jig, f' 1 ' Roof plan required to identify individual equipment and the location of each installation (Uniform Mechanical Code 504 (e)) ,,J1k Details and elevations (for roof mounted equipment) and proposed screening IIIA. Heat Loss Calculations or Washington State Energy Code Form #H -7 H.V.A.C. over 2,000 CFM (approximately 5 ton and larger) must be provided with smoke detection shut- off and will be routed to the Fire Prevention division for additional comments (Uniform Mechanical Code 1009). Specifications must be provided to show that replacement equipment complies with the efficiency ratings and other applicable requirements of the Washington State Nonresidential Energy Code. 41 Structural A engineer's analysis is required for new and the replacement.of existing roof equipment weighing 400 pounds and greater (Uniform Building Code 1632.1). Structural documentation shall be stamped by a Washington State licensed Structural Engineer. ti J s • Mechanical Permits COMMERCIAL: Two complete sets of drawings and attachments required with application submittal NOTE: Water heaters and vents are included in the Uniform Mechanical Code — please include any water heaters or vents being installed or replaced. RESIDENTIAL Two complete sets of attachments required with application submittal Heat loss calculations or Form H -6. Equipment specifications. 11/2/99 miscpml.doc Submittal Requirements ew Single. Family Residence Change -out or replacement of existing mechanical equipment Narrative of work to be done, including modification to duct work. Installation of Gas Fireplace NOTE: Water heaters and vents are included in the Uniform Mechanical Code — please include any water heaters or vents being installed or replaced. Narrative with specification of equipment and chimney type. If using existing chimney, provide a letter by a certified chimney sweep stating that the chimney is in safe condition. CITY OF TUKWILA 1 • Address: 9725 EAST MARGINAL WY S Permit No: M01-317 • Suite: Tenant: BOEING 49 Status: ISSUED Type: B-MECH Applied: 07/11/2001 Parcel #: 000340-0013 Issued: 03/06/2001 •k ** •t 111 'A fr lo * I fr fr * le 41 * 1 •tk fr 1 A 4 le fr k fr tit A, 'le 'Ft * • k . 14 '4 •kb .A"A—k k k k fr * .14•A k fr k k fr k :Permit Conditions:. . 1. No changes will be made to the plans unless approved by the • Engineer and the Tukwila Building Division. 2. All permits, ;inspection records, and approved plans shall be available at the job site prior to the start of any con- struction. These documents are to be maintained and avail- able until fi:nal inspection approval is granted. i 3. All construction to be done in conformance with approved • ,plans and ,requirements of the Uniform Building Code (1 Edition), as amended, Uniform Mechanical Code (1997 Edition), and WashingtonState Energy Code (1997 Edition). fI.hereby certify that. I have read these conditions and will comply with them 'as' out lined. All provisions of law and ordinances governing • this workiWill;be complied with,, whether specified herein or not. ./ The.grantAng;ot this to give authority to violate 1.1rcancal the provii6ris offany=ather Work or 1oCal laws regulating cOnstrUCtion or the performance'of'work. Date: 02•:, rint i • ; • r 0 ,..4,.).,*:84tv't*******-.44.**********..44c4.*•AltAlr.4*..1********•.; tkie**4—l-A* 7VIL-44* CITY 'OF TUKWILA. WA TRANSMIT TRAN8t4I1 Number: R0100996 Amount: 63.63 08/06/01 08:56 Payment Method: CHECK No tat ion: MCKINSTRY CO ini t: SKS •Perm i t No: M01-117 Type: B•MECH MECHANICAL PERMIT -Parcel Na : 000340-0018 Site Address: 9725 EAST MARGINAL WY 9 1 ota I Fees: 63.63 This Payment 63.63 Total ALL Pmts 63.63 B al ance: .00 Vr:A4 4:* Vt: ••A * -1r A; *4 . 1%4 * -. Aqr * * tk Vt Vt—A Vt.** * A. * * * * * Acourt . escr i pti on Amount -. 830 r PLAN CHECK - NONRES 12.73 00.0/32 MECHANICAL - NONRES . 50.90 • 7730 00/07 9716 TOTAL 630 .• • 4 . Approv per applicable codes. 1 114„v•sizittf„'lleigita.4..Vit..; : ( M 0 - /17 ) INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION , 6300 Southcenter Blvd, #100, Tukwila, WA 98188 la (206)431-3670 PERMIT NO. Project: •• • •. -• • •••. • • .T of Inspection: t):& 9- ..geo : .Special instructions: -"• • . Da emanted: . • • • • • • / ". ReVebr Phone: fl - 70(0 Corrections required required prior to approval. COMMENTS: C I/1;1 a lisi< Inspector: Date: n- 0 2 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ) 1 3 .--17A‘•-• ject: , ._ Ty Inspect' n: Yvt il'.1.'Ki d ress;,....t. , ., ,,.. ,. 4. e.... 1 i-ehial tdKi Dat f.t1 - .. 1 ..,; 01 ., Special instructions: :' , . , . . , . „ . ,. .. -.= • u S - 6,Si 7 7 ° Date wan - . I t 7.- (0/01 ' mJ Re -..,. P. 4&11 , • ". • • • • INSPECTION RECORD Retain a copy with permit INSPECTION NO. OF:TUBVVILA BUILDING DIVISION SSOtitheenter yd; #100, Tukwila, WA 98188 - RMIT NO. at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (206)431-3670 Approved per applicable Odes. Corrections required prior to approval. COMMENTS: p -r Ioo r- (7-e C Qi I ti 6 o Date: $47.001EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid Receipt No: , ' Date: ' " " • e'ect: P : 9 el l id-- 9e -% e of Inspe tion: it 4 4 ,2 ..e 5... ss: , & owy.inti S Date i ,,, , or ipecial instructions: V hi. 1 in - K. 04 kieCct , .., D te w ted. l ./ a.m. ., f° -3 0 1 R e i t c e2 r....._ Phone: '--. CA -- l ' Ori INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION , 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 Approved per applicable codes. El Corrections required prior to approval. $47.00 REINSPECTION FEE REQUI . Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt 6110: Date: 3 4.41...titov.e..44a4:46■sla...044.44..,443.4.,..-44e3too“4a4a-k. f INSPECTION RECORD` Retain a copy with permit. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. 0446 aa Date: PERMIT NO.: (206)431 -3670 ,Wect: Address: • • tr /rya/ LtJ�f Special instructions: J ✓ of Inspection: ' nty h- I Date call r.., . 0 l c. Date want, Requester:' Phone: 200 to Correction's required: prior to approval:,.' COMMENTS: cis 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: u baugh construction BAUGH CONSTRUCTION McKlnstry ATTN: Mark Frisk Emory Ost Baugh Construction Thank you Qty Item TO: McKinstry - Mark Frisk CC: Valley Electric - Jeff Carr 01- 01550 -00 - 9 -96 Building Links Developmental Center 206.655.2536 Fax: 208.655.2537 Date Transmitted, 6/29/2001 1:13 :19PM ... r 'tl i :G n. T . •., y J siq ' •,.•: ,..a,!1•ja' t x db.rlt ... , ` r..• `,1 ��•M .•.'.� 11$ •„;! r - , " �.,. il 'lYyrJ: .1 SUBJECT: Boeing 9 -96 Building Links N 1. { ( Pet 4171 ,. , f 11 . t}Itl'0iVi? If 'il i df!r�igil .1 1 1 4 1 t• 1 !; !ix Enclosed Is the PERMANENT ROOF UTILITY SUPPORT design from SkillingWard which is a part of your scope of work. The cover sheet from Skilling describes this design as "TEMPORARY rooftop pipe support frame" but it is in fact the PERMANENT SUPPORT DESIGN. There are 3) supports on each of the two Links: one on each end bearing on the existing buildings and one to be installed at the center support point after the new structures are built. Description 4101-- I( 7 06/29 '01 13:11 NO.403 01/07 Fax Cover Sheet FAX: PAGES: DATE: PHONE. FAX MOBILE: RECEIVED (ITV nc Tt 'KWut JUL 1 1 2001 PERMIT CENTER r e 206 - 764 -1671 7 6/29/2001 iT9I1., •!.. tlfl�ll' °:� 206 - 655 -4476 206-655-2537 206 - 793 -8246 Correspondonco CR -0017 '.1 s... ,.=z,,, . +. • r2.,. eyT:,. ati. y. v. F.`-....; 4l ,ii.1W,3.,.r�.:c.�wL %;iird'vnnU ]�.w, .t.,?.. r. :,>, .n�.. .::t: rv?: +?+<'ni.,.'.•, baugh construction 06/29 '01 13:12 NO.403 02/07 FROM *CONSTRUCTION MOMT TO Scott Kruse / Ian Koll - DLR PROM Pat Ryan PROJECT ' Basing 9-118 Links SueJEt7 Temporary Rooftop Pipe Support Frame a: Garrett Martin - DI..R Portland (c: Rock Moug - Boeing at Pat 20S 695 4921 Ili SxltLINc Ai 1111.0 M A G N U S S O N Comul ►nQStroAunl ARAASHIR1 ellXirt)Fnllnien IQ01►Ihh MAIL SulnDM, Semi' WA 10161.7691 Pb. ItlN1t7.1700 roraow79t4101 tit J/miMliferam 20"06 -29 OSIA2 #541 8.02/07 0774 0 PAGES (w /rover( 6 FAX it 461 -6049 DATE 28 Juno, 2001 PROJECT* 73801.04 FAX IP • 503 -274 -0313 FAX* 655-4821 FAX FAX # Facsimile If you donot receive the number of pages Indlmted obove, or if ony pages ore illegible, please call our office of P6)292-124 or notify us via In of (206) 292 -1201. Attached aro details for a temporary support etructure to be used for the Link construction. The pipe end W10 frame could be used permanently, but the W21'e Are Intended as temporary supports for pipes and utilities below. The height of the pipe legs needs to be determined by the contractor. If the frame is used as a permanent support, there will need to be modifications in the access route across the link structures. Please call me If you have arty questions. baugh construction FROM :CONSTRUCTION MGMT 1 SKIILINC DJUD MAGNUSS AifKSKIRE PIID1fp 1. 16, Lj_ t . WAN N . CLIENT I `J 0 e 2 . .1 \ • CMtwHInp Skudvr l snd thN Enpinat3 Irn -------- 2S 6v5 4821 06/29 '01 13:12 NO.403 03/07 2e 06 -29 �t43 11541 P.03/07 DATE , % BY g;I91M ovnl1t JEW t SHEET • MR J. I I • I : • i • � .....�... , Design Sheet .I L Baugh construction 06/29 '01 13:13 NO.403 04/07 20G 6 5 5 4921 2Q ' 5 -29 05t 43 fG4 P. 04: OT• FROM = CONSTRUCTION MGMT q- qt. Local9N CLIENT • ••• •••••.11,14•••••1••••••41••••• •10 410•10•104.4. ••••1•••••■• rj SMILLIMG IJt u I NOMI SOM giniksHlat ConitAlnp Arociuml and QMI F.nptearn I UTE SHEET fly 7. i i , I ! ► L f I . 1 L ; • Design Sheet • baugh construction FROM :CONSTRUCTION MGMT 205 655 4921 SKI AIM6 WRAC MACMIsSSIIM GARKSMIAE (*Muffing Ssrvaurd and U10 En9lnssrs .f CIIENf = '�►1� DAIS :,W D d`! r .....� .._. �.........._ ,.._..,.._,..... /., _ __1111.._ 1111. — 1_1_1_1 ..._,._._._ 11 ��. .......___._,_......_.......�_. 411 � - -- .. •,.., ..... ..�.- .._,.__. _ . �.__ _1_11_1_. _1.111.- ..3_ p!!.. M,ae...,. -• - -- -- 4 ••=1 1111... ••• ••• ..._._ .• • 110...1., •. 06/29 '01 13:13 NO.403 05/07 20 `16 -29 05 :.l «5.1 P.05/07 Design Sheet baugh construction FROM :CONSTRUCTION MGMT e`"1 SWILLING WWI • MAGMUSSDN CaMullineSuuUurdl 6AAKSNIAE end avflEngineers P O T . a L` k4� • IDd1l0N CLIENT S DATE I I ; I 1 i I( 1 I i...i •'� ••• t 1 . F i -. ~.11. ••••••••• .... •• ; • • . • • I ► 1 i • 1 1' ' ..J 1 ... 1 . ..., �.... , j. • I ._l ...... ..I ..... ....1 ..I ..... . ... ..• .'/4.. 3'..... , . •• « •• • .. 4t ...., •■. • • •• . «• . •••■■••• • r i I. ;I ... ! _.i.. ; _ 4 ' • 20G 656 06/29 '01 13:13 N0.403 06/07 20v^0G-29 OGs44 It541 P.OG/ 7 .. ,.. • ..,•• • . SHEET t ys. A . • I • • 'i' 1. I t .. Design Sheet . re W V • • W! 9 co IL: W 2 J; co 3 ; W W ; 2 a io W W; o z �N o F' z baugh construction FROM rOONSTRUCTION MKT' ••.• ••• ••••■••• my. .evie t _m itAts... SHEET DOE or • LOCp • •• • W as. la • • ....Om. SWILLIVG VOID . NRENUSSON Comulkamutim! AARKSHIFE and COI Enema ••••••••• •■••••• ■••••+•••■•••■•• ••• o•••• .4••••••••■• •••,. I • •••• • • ,• L; to. .1 oil.. fel. • ..1 ........... ........ .. ..,... , / . . ..■ •••• OP • al 6. II 410 ••■••••■ ii• • 4 . 1 ••• .4 te . ; • ; I 1 i ' • a ••••■ •o re. .....m• no •••• • 4 IP . : • • . i I • : I 1 . •• • 0 O• eee • . 40 • a.. • I. •;••• 0 .. • • f I , I • " " " •••• .4 • • Mi. I • . OM • • 0 • • . .1 • • ; • 20G 655 4821 11# SO 0. rurNr • • •• • • ma 4.0 ••••al ••• • r „.. 06/29 '01 13:13 NO.403 07/07 20rMG-29 OG:44 #S41 F.07/07 WOOVUU6 la * Oa loro - 1... - .••• ow 61 ol ••• •• .1.• 4 • ••• .11. • • •••• •••••••• •••••••••• .••• IA I • J. ••• •••••••• .•••• • ...a .11 to 01 • •■•••••••••••• • L t .;%1 iA.A a 4, - • , ) • 1. - I , I I. .1 II • I i I. • • I I I I I I• • • • 14 so •• • I.. • ••• •ry •• 2 •• • • ; .• • -IA5 ; • ' Design Sheet , . . I .. ........,. •• • .... ,. . r ._ • . .... ....... • • ... • I i I e % • • • • . • 1• .. • .1 . .•J••• .. '. 1 . ••• . • • i • ., ....V .1 , I : I • ; I ' ■ ; • i 1 I i ; ' .1 I i • .. . I. • . . . " I .. 1 ". 1 . "11 " . ... "" .1 " l • II .• • i • . • • 1 I 1 ! • Ill I ... 1... •{ • • ::'•. 1. !...... • ... •• el, . : • • ..' ' . 0 ,* i 01, • ; , • la• NB : 0 •• • • 1 " ' 1 • L •‘ i .. .. ; ... .* I I • f I • . li' I i ' / I ■ 8 01 • • ' 1 • I . t • • • l..• .. I . i .4. .1.., 1. .A. ..',... ••,' .• i i . . . ;... • • : • ' I '7 7 • •• S.. ; ! • DEPARTMENT OF LABOR AND INDUSTRIES tOor-g-su tt_L, c)--(rtr . t.,r) wast„Litc.,_> - 61 _66?-63 • • y r's.s I bt fi eed Current Contractor Registration Card: ❑ Yes eed to Enter Contractor Information in Sierra: ❑ Yes QI1L4L >: 'eT 3 , • $13 01 ( i Mtrt.Cy'�.e'r \'c4f.`rf PROJECT SITE 99 FROM SEATTLE - TACOMA AIRPORT RELOCATE ENGINEERING LAB R &T LAB AREA BAY 3 INSTALL 7 -127 VICINITY MAP FROM DOWNTOWN SEATTLE EAST A.ARG*NAL WAY CORPORATE PARK DEVELOPMENTAL CENTER 160163-12 PERMIT 160163 - 10 PERMIT 160163 -08 PERMIT R &T' 160163 -08, -10, -12 CONSTRUCTION 82 COMPUTER CONSOUDATION 772610 -00 599 TUKWILA GMM MRM 11.27.96 FROM KENT & AUBURN 11.25.96 11.27.96 12.11.96 1 07.25.97 NO SCALE 0 B2;CONSOUDATION P BUILDING 9 -96 TI AREA MAP BUILDING ADDRESS: 9725 EAST MARGINAL WAY SOUTH. TUKWILA, WASHINGTON 9 -120 PROJECT SITE 1127.96 R BUILDING 9 -96 STRUCTURAL UPGRADE 4 703445 -05 J1 703445 -05 MR GROUP 01.9 GROUP Q APPROVED BY DEPT. DATE; ENGINELR B. PENCE CHECKED APPROVED TITLE SHEET 05.08.91 T7T BUILDING 9 -96 STRUCTURAL UPGRADE ARCHITECTURE MASTER 03 -08 -01 BUILDING 9 -96 El BOEING DEVELOP MENTAL CENTER 9725 EAST MARGINAL WAY SOUTH TUKWIA, WASHINGTON 98108 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. VERIFY ALL DIMENSIONS AND CONNECTIONS BEFORE ANY WORK. 2. NOTIFY FACILITY ENGINEERS AND ARCHITECT SHOULD EXISTING CONDITIONS REQUIRE DESIGN REVISIONS. 3. COORDINATE WORK WITH OTHER CRAFTS. 4. RETURN THIS SAME SET TO GARY TALLER AT BLDG 9 -51 COL N/1 AFTER COMPLETION OF THIS CONSTRUCTION. PROJECT CHECKLIST CHECK BO:< IA THESE DRAWINGS CONFORM TO THE 1994 U.B.C., U.F.C., U.P.C., AND THE WAC 51 -20 AS ADAPTED OR AMENDED BY LOCAL ORDINANCES, AND COMPLIANCE WITH CRY OF TUKWILA ZONING. ® 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 ❑ 1. TENANT IMPROVEMENT (STRUCTURAL): ❑ 5 SETS OF ARCHITECTURAL DRAWINGS ❑ 5 SETS, OF STRUCTURAL- DRAWINGS 0 SETS OF STANDARD DETAILS ❑ 5 SETS OF ENGINEERING CALCULATIONS ❑ 5 SETS OF ENERGY CALCULATIONS ❑ 5 SETS OF CONSTRUCTION SPECIFICATIONS ® 2. TENANT IMPROVEMENT (NON- STRUCTURAL): 0 4 SETS OF ARCHITECTURAL DRAWINGS ❑ 4 SETS OF STANDARD DETAILS 0 4 SETS OF ENERGY CALCULATIONS ❑ 4 SETS OF CONSTRUCTION SPECIFICATIONS MINI < 5 O MECHANICAL, 4 COMPLETE SETS ❑ FIRE PROTECTION/SPRINKLERS, 3 COMPLETE SETS 21 BRIEF PROJECT NARRATIVE: STRUCTURAL UPGRADE OF BUILDING 9 -96 WITH SEISMIC' DAMPERED CROSS BRACING THROUGHOUT. DEMOLITION AND RECONSTRUCTION OF THE CONNECTING UNK AREAS BETWEEN THE 9 -96 BUILDING AND THE 9 -90 AND 9 -98 BUILDINGS. REMOVAL AND REPLACEMENT OF PORTIONS OF STAIRWAY WALLS_ WITH SEISMICALLY BRACED WALLS. REMOVAL AND ' REPLACEMENT OF CEILING GRID AND PANELS WITH SEISMICALLY BRACED SYSTEM THROUGHOUT CORRIDOR AND ENTRY AREAS. MODIFICATION : AND SEISMICALLY BRACING OF RELATED ELECTRICAL AND MECV- IANICAL WITHIN . THE. AREAS OF WORK. LAND USE CODE BUILDING CODES OCCUPANCY GROUP CONSTRUCTION TYPE FLOOR AREAS :' BUILDING FOOTPRINT BUILDING GROSS FIRST FLOOR SECOND FLOOR PENTHOUSE HANDICAPPED REQUIREMENTS FIRE PROTECTION SEISMIC ZONE Virsi ai c e /Cq B ADS To W q , � M pp `S ® CODE SUMMARY 103,317 S.F. 221,747 S.F. 103,317 S.F. 103,017 S.F. 15,413 S.F. BUILDING HEIGHT 44 FT. STORIES 2 OCCUPANT LOAD: NO CHANGES FILE COPY I understand that the Nan Check approvals are subject to errors and omissions and approval of pions does not authorize the viola' -.ion of any adopted code er ordinance. Receipt of con- tractor's copy of approved plans acknowledged G am° B Date Permit No. 14 �,� 1 CITY OF TUKWILA 1994 U.B.C., U.F.C., U.P.C., AND THE WAC 51 -20 AS ADAPTED OR AMENDED BY LOCAL ORDINANCES, AND COMPLIANCE WITH CITY OF TUKWILA ZONING. GROUP B TYPE II, NON- COMBUSTIBLE BARRIER FREE FULLY AUTOMATIC, F/S CLASS 1 SPRINKLERS THROUGHOUT SEPARATE PERMIT REQUIRED FOR: ❑ MECHANICAL grELECTRICAL rIfj. LU141BING erG AS PIPING CITY OF TUKWILA BUILDING DIVISION MO1 -117 DATE JOB NO. T1 COMP N0. DWG NO. J# 703445 -05 y RECEIVED 9 -96 -T1 JUL 1 I 2001 BOEING 9 -96 T.L. REVISION B BLDG 9 - 96 STRUCTURAL UPGRADE J #703445 -05 J #703445 -05 DLR GROUP APPROVED 02.23.01 03.08.01 REVISION 1 Unistruts P -3200 series inserts for concrete walls:' 2. Unistruts P -1800 series inserts for brick walls. 3. Unistrut P -1000 channels with P 1045' and P fittings for frame and block walls. APPROVE 02.23 01 02.23.01 02.23.01 03.08.01 PART 1 - GENERAL 1.1 SUMMARY A. Included in this Section are pipe hangers, pipe supports, piping expansion devices, pipe guides, and seismic restraints, and structural attachments for piping, ductwork and equipment. 1. Mechanical equipment shall include the following items to the extent required on plans or in other sections of these specifications: 1.2 REGULATORY AGENCIES A. ; All work shall be in conformance with the requirements of the applicable codes. 1.3 SEISMIC ZONE A. ; This project is located in Seismic Zone 3 Importance Factor 1.0. 1.4. SUBMITTALS A. General: PART 2 - PRODUCTS C. Product Data: B. i Materials PIPE SUPPORTS, ANCHORS, AND SEISMIC RESTRAINTS a. HVAC Equipment (includes only equip in ceiling, no rooftop) HVAC Ductwork HVAC Piping b. c. Detail drawings along with catalog cuts, templates, and erection and installation details for sway bracing shall be submitted. Submittals shall be complete in detail. Submittals shall indicate thickness, type, grade, class of metal, and dimensions. 4. Submittals shall show construction details, reinforcement, anchorage, and installation with relation to the building construction. B. Shop Drawings: ? Ceiling hanger attachments. 2. Equipment shop drawings, for coordination of seismic restraints. 1. Pipe hangers and supports. 2. Structural attachments. 3. Seismic restraints. 4. Sway bracing. 2.1 PIPE ATTACHMENTS A. General 1. Products shall be in accordance with MSS SP 58 and MSS SP 69. 1. Hanger material: Match piping material at point of contact with piping. Size a. Black steel pipe - Carbon steel, cost iron or malleable iron. b. Galvanized steel pipe - Carbon steel, cast iron or malleable with zinc coating. c. Copper tubing - Carbon steel or malleable iron, plastic coated. d. Cast iron pipe Carbon steel, cast iron or malleable iron. e. Plastic pipe - PVC coated, carbon steel. 1. Hangers shall be sized to suit the pipe. 2. Hangers on insulated pipe shall be sized to fit over the insulation. Manufacturer 1: Hangers shall be, Grinnell, model numbers as listed; B- Line, Michigan Hanger, PHD; Grabler; or equal. 2.3 D. E. F. G. Manufacturer Pipe Rolls Insulation Saddles and Inserts 2.2 INTERMEDIATE SUPPORTS Hanger Rods 1. Continuous threaded rod shall be used except where otherwise' noted No chain, wire or perforated strap, shall be used. 2. Hot rolled steel rod, ASTM A 36; size' to "Code for Pressure Piping ", ANSI B31.1, with safety factor of 5. Trapeze Pipe Racks Fabricate from structural angles or channels or Unistrut channels to suit weight of piping to be :supported. Size for minimum safety factor of 5. STRUCTURAL ATTACHMENTS A. 1. Hangers shall be Grinnell, model numbers as listed; B -Line, Michigan Hanger, PHD; Grabler; or equal. Pipe Rings 1. Steel Pipe: Adjustable wrought clevis, Grinnell Fig. 260. 2. Copper Pipe: Light weight adjustable wrought clevis copper plated, Grinnell Fig. CT -65. 3. Application: Use only on piping systems where axial movement from thermal expansion is less than 1/2 ". Pipe Clamps 1. Vertical Piping: Unistrut P -1000 channel and Unistrut P -1100 series pipe clamps or equal. Copper pipe clamps for copper pipe. 2. Horizontal Racked Piping: Unistrut P -2024 series clamps for Unistrut channel pipe racks or equal. 3. Grinnell Fig. 127 U -bolts or Grinnell Fig. CT -124 Tube Straps for structural steel pipe. 1. Suspended. Pipe: Adjustable swivel pipe rolls, Grinnell Fig. 174. 2. Racked Pipe: Pipe roll stand, Grinnell Fig. 271. 3. Application: Use on piping systems where axial movement from thermal expansion is 1/2" or greater. Wall', Inserts: Saddles: Grinnell Figure insulation thickness. Inserts: Factory fabricated split type shield with galvanized steel jacket and calcium' silicate insert:' Mechanical Pipe Shields, Thermal Pipe Shields, or equal. 3. Hanger Rod Size and Maximi... Load: Rod Diameter (Inches) 3/8 1/2 5/8 3/4 7/8 1 1 -1/4 1 -1/2 Pipe Size Load of 650 F (Inches) (Pounds) 2 and smaller 610 2 -1/2 and 3 -1/2 1,130 4 and 5 1,810 6 2,710 8 to 12 3,770 14 and 16 4,960 20 8,000 24 11,630 Steel Structure Clamps: Beam clamps, channel clamps and bar joist clips, Grinnell or equivalent. Sef, t to suit structural system and meet loading recor mendations of manufacturer. Ceiling Inserts: 3" and smaller pipe, Grinnell Fig. 285. 2. 3 -1/2" and larger pipe, Grinnell Fig. 281. Multiple pipes. on trapeze, Grinnell Fig. 285 or Fig. 281, selected for maximum weight of piping. 2.4 D. PIPE ANCHORS A. B. 2.6 SEISMIC RESTRAINTS A. E. Wall Inserts: 1. Unistruts P -3200 series inserts for concrete walls. 2. Unistruts P - 1800 series inserts for brick walls. 3. Unistrut P -1000 channels with P -1045 and P -1047 fittings for frame and block walls. Where Unistrut model numbers are listed, equivalent products of Powerstrut, Superstrut or Ostrut, or equal, may be used. Except as otherwise shown on the drawings, pipe anchors shall be constructed of structural steel with all welded joints and connections. Anchor members and weld areas shall be designed to constrain all axial and rotational stresses in the piping, at the test temperatures and test pressures specified. Anchorage And Bracing of Mechanical Systems: Provide complete seismic anchorage and bracing for the lateral and vertical support of piping, ductwork and mechanical equipment as required by UBC Chapter 16 and SMACNA "Seismic Restraint Manual ", for Seismic Hazard Level (SHL) B. Coordinate seismic restraints with other work. Seismic restraints for suspended piping which is suspended from spring hangers shall be cable type to ovoid short circuiting', the vibration mounts. Cable connector brackets shall have neoprene grommets: Connectors shall be Mason, Amber -Booth or equal. All 1piping, , ductwork and suspended equipment shall have seismic restraints as follows (see Sections 3.2 & 3.3 of SMACNA manual for complete 'text): 1. Ductwork: brace all ducts with cross sectional- areas of 6 square feet and larger (oval similar), except duct, on hangers within 12" of structure' 2 Brace all pipes 2 -1/2 inches nominal diameter and larger, except pipes suspended by individual hangers within 12 of structure Materials and Equipment Bolts and Nuts: Squarehead bolts and heavy hexagon nuts, ASME B18.2.1 and ASME 818.2.2, and ASTM A 307 or ASTM A576. 2. Sway Brace: Material used for members listed in "SCHEDULES" of this specification, except for pipes, shall be structural steel conforming with ASTM A 36. Steel' pipes shall 'conform to ASTM A 501. 3. Sway Bracing Cable: Galvanized steel 7 x 19 strand aircraft cable, with electro - galvanized steel swivel anchor fittings and galvanized steel cable clomps. ACCEPTABILITY THIS DESIGN AND /OR SPECIFlCAnON IS APPROVED. APPROVED BY DEPT. PART 3 - EXECUTION 3.1 INSTALLATION A. D. E. F. G. H. Welding of structural members, where approved, shall be in accordance with AWS D.1.1. 3.2 HANGER SPACING FOR HORIZONTAL PIPING A. Steel Pipe: Maximum hanger spacing and minimum hanger rod diameters as follows: D. 1/2"; 3/4" 1 ", 1 -1/4" 1-1/2" 2" 2-1/2", 3" 4" 1/2", 3/4" 1", 1 2 ", 2 -1/2" 3 " 4" 6" 8 SEISMIC BRACING SPECIFICATIONS BUILDING 9 -96 T.'I. BUILDING 9 -96.1 All piping supports and hangers shall provide a means of adjustment for leveling, grading of piping and cold spring movements. All hanger rod lengths shall be sufficient to limit rod displacement from thermal expansion to 4 degrees from vertical. Pipe rings and clamps shall be sized to pass around the outside of the piping insulation. Install vertical piping supports to allow for pipe movement due to thermal expansion and contraction. Piping shall not be hung from other piping. All elements of the support system shall be suitable for the system and shall hove a safety factor of not less than 4.0 Supporting elements not specifically specified shall be provided in accordance with SMACNA and NFPA standards. Piping and heavy equipment supports, not otherwise detailed, shall conform to applicable provision of MSS SP- 58 and MSS SP -69. Where it is necessary to frame structural members between existing members or where structural members are used in lieu of commercially manufactured supports, such supplementary steel shall be provided in accordance with the AISC Specification for the Design, Fabrication and Erection of Structural Steel for Buildings. pipe pipe pipe pipe pipe pipe 1/2 ", 3/4" pipe 1" pipe 1 -1/4 ", 1 -1/2" pipe 2 ", 2 -1/2" pipe pipe 6 ft. span 7 ft. span 9 ft. span 10 ft. span 12 ft. span 14 ft. span Copper Pipe: Maximum hanger spacing and minimum hanger rod diameters as follows: 5 ft. span 7 ft. span 8 ft. span 9 ft. span 10 ft. span Plastic Pipe: Maximum hanger spacing as recommended by the manufacturer or as follows; hanger rod diameters 3/8 ". pipe pipe pipe pipe pipe pipe pipe 1. Continuous support troughs may be used instead of individual hangers. 2. Piping shall not sag between hangers. Install additional hangers or supports at concentrated loads such as valves, when required. M1 38703445 -DR 3/8" rod 3/8" rod 3/8" rod 3/8" rod 1/2" rod 5/8" rod 3/8" rod 3/8" rod 3/8" rod 1/2" rod 1/2" rod 3 ft. span 4 ft. span 5 ft. span 5 -1/2 ft. span 6 ft. span 7 ft. span 7 -1/2 ft. span Mc15 O cOMPcDDf OFTURVVILA REVISION BUILDING 9 -96 STRUCTURAL ' ,UPGRADE 4703445 -05 BY DLR APPROVch RP DATE 02.23.01 SY REVISION 3.3 PIPING ANCHORS, GUIDES AND SUPPORTS 3.7 SPREADERS A. 6. C. D. E. F. G. 3.4 EQUIPMENT, PIPING AND DUCTWORK SEISMIC RESTRAINTS A. General: 3.6 SWAY BRACES A General: B. Anchor and support all piping to route expansion and contraction in the required direction. Install sufficient guides and anchors to keep pipes in accurate alignment, to direct the expansion movement and to prevent buckling, swaying and undue strain. Use hangers for supporting pipe 2 inches and larger that are fabricated to permit adjustment after erection while still supporting its load. Use wall brackets where pipes are adjacent to walls or other vertical surfaces which may be used for support. Install supports to adequately carry the load and still maintain proper alignment. Space guides according to manufacturer's recommendations except where specified or shown otherwise. Supports for plastic piping shall have 1/4" thick neoprene padding between the pipe and the support. 1. All ductwork and piping shall be provided with seismic restraints in accordance with Seismic Hazard Level (SHL) B of the SMACNA Seismic Restraint Manal: Guidelines for Mechanical Systems dated 1998, Second Edition. 1. APPROVED Sway braces shall be installed on piping to preclude . damage during seismic activity. All bracing shall conform to the arrangements shown on the drawings. Piping grouped for upport on trapeze -type hangers shall be braced at the same intervals' as d, termined by the smallest diameter pipe of the group. Do not fasten sway braces to two dissimilar parts of a building that may respond in a different mode during an earthquake; for example, a wall and c roof. No trapeze -type hanger shall be secured with less than two 1 /2— inch bolts. Bracing rigidly attached to pipe flanges, or similar; shall not be used where R would interfere with thermal expansion of piping. Types of B, es: 1. Transverse Sway Bracing: Transverse sway bracing for steel pipe shall be provided at intervals not to exceed those given in SMACNA Chapter 6 tables. 2. Longitudinal Bracing: Longitudinal bracing for steel pipe shall be provided at intervals not to exceed thosw given in SMACNA Chapter 6 tables. Fasteners: 1. Anchor Rods, Angles, and Bars: Anchor rods, angles, and bars shall be bolted to either pipe clamps or pipe flanges at one end and cast —in -place concrete or masonry insert or clip angles '. bolted to the steel structure on the other end. Rods shall be solid metal or pipe as specified below. Anchor rods, angles, and bars shall not exceed lengths given in schedule "Maximum Length for Anchor Braces." 2. Clamps and Hangers: Clamps or hangers on uninsulated pipes shall be applied directly to pipe. 3. Bolts: l Its used for attachment of anchors to pipe and structure shall be not less than 1/2 —inch diameter. DAT ArdgelAK A. 3.8 EQUIPMENT SWAY BRACING A. ACCEPTABILITY MIS DESIGN AND /OR SPECIFICATION IS APPROVED ' APPROVED. BY DEPT. Spreaders shall be provided between adjacent piping runs to prevent contact during seismic activity whenever pipe or insulated pipe surfaces are less than 4 inches apart. Spreaders hall be applied at some interval as sway braces, at an equal distance between the sway braces. If rack type hangers are used where the pipes are restrained from contact by mounting to the rack, spreaders are not required for pipes mounted in the rack. Spreaders shall be applied to the surface of bare pipe and over insulation on insulated pipes utilizing ''high— density inserts and pipe protection shields. Equipment sway bracing shall be provided for all items supported from overhead floor or roof structures. Braces shall consist of angles, rods, bars or pipes secured at both ends with not less than 1/2 —inch bolts. Sufficient braces shall be provided for equipment to resist a horizontal force equal to 113 percent of the weight of equipment without exceeding safe working stress of bracing components. In lieu of bracing with vertical supports, these items may be supported with hangers inclined at 45 degrees directed up and radially away from equipment and oriented symmetrically in 90— degree intervals on the horizontal plane, bisecting the angles of each corner of the equipment, provided that supporting members are properly sized to support operating weight of equipment when hangers are inclined at a 45- degree angle. See Detail 1/M521. 02.23.01 02.23.01 DATE R. PETERS 02.23.01 CHECKED: APPROVED END OF SECTION 1LE M01 -117 SEISMIC BRACING SPECIFICATION BUILDING 9 -96 T.I BUILDING 9 -96:1 CURRENT REVISION J #703445 -05 SHEET' JOB ` N0. SYMBOL M2 J #703445 -05 DATE 02.23.01 ■ 21 coMP4iuY TUKWILA 111! 9 1 'Mr.' A B -2:& BIB CONSOUDATION J ¥180015 -04 1/2" 3/4" 2 1/2" CIRCJIT S PETE P 1.1/2 „ 2"CHWS&R BE RAISED FLOOR CHWR 2 "CHWS &R DN ,t, F _ X10" TO BELOW RAISED FLOOR MOISTURE DRAIN PMP a : ND M1 4007 -M215 1 "HWS FROM 1ST 00 TO I TOR B BLDG 9 -96 STRUCTURAL UPGRADE J#703445 -05 DLR GROUP RWS /DOT 10.26.98 03.08.01 3 "STM TO SO P'HOU CHWR CHWS 25 TON LIEBERT NO.302C PETE'S PLUG CIRCUIT SETTER 1 1/2" -+ 3/4 1/2” 1/2 "x1/4" REDUCER 15 TON UEBERT NO.248C 2 "CHW TO PE UP TO PENTHOUSE 8 -8 -96 BLDG 9-96 STRUCTURAL UPGRADE J #703445' - 05 2M62 03.08.01 7' -6" 7' -0" 7' -0" 7'— 1 "HWS FROM FIRST FLOOR TO RADIATOR 1 1/2 CHWS & - -= HWR R 1/2" CW 1 °CHWS &R TO 1ST FLOOR 3 "COND FROM PENTHOUSE 1 ° COMP AIR UP TO PENTHOUSE W /MOISTURE N DRAIN CO BOTTOM OF RISER FLOOR PLAN SCALE: 1/8 " =1' -0" H J T L M N I I i I i ACCEPTABILITY THIS DESIGN AND /OR SPECIFlCA11ON IS APPROVED APPROVED BY APPROVED 7' -6" LEGEND: CHWS CHILLED WATER SUPPLY CHWR CHILLED WATER RETURN CWS COOUNG WATER SUPPLY CWR COOUNG WATER RETURN HWS HOT WATER SUPPLY HWR HOT WATER RETURN STM STEAM COND CONDENSATE PMP COND PUMPED CONDENSATE A COMPRESSED AIR DW DOMESTIC WATER CGLYS CONDENSATE GLYCOL SUPPLY CGLYR CONDENSATE GLYCOL RETURN X PIPE ANCHOR PIPE ANCHOR PIPE ANCHOR RADIATOR GENERAL NOTES: 1. INSULATE ALL PIPING ABOVE SUSPENDED CEIUNG. 2. PVC PIPE SECTIONS SHALL NOT BE INSULATED OR SUPPORTED. 3. FOR ADDITIONAL INFORMATION ON THE SAIL LAB (COL A —E 12- 23), SEE DWG SERIES 109- 096 -4010. MEFROFLEX METRALOOP'EXPANSION JOINT: MLF80600D (STEAM); MLF80300 (CONDENSATE) CONSTRUCTION NOTES: 1. THIS AREA HAS NOT BEEN VISUALLY SURVEYED FO' CONDITIONS INCONSISTENT WITH THE AS— BUILT INFORMATION: UNLESS NOTED FOR BRACING, CONTRACTOR TO VERIFY EXISTING PIPES ARE NOT OF SUFFICIENT SIZE TO REQUIRE BRACING. BRACE PER KFY 8 1M262 M521 1M2621521 oR 1M26 2M 21 1M2621M521 MAINTAIN PIPING DURING LINK CONSTRUCTION, EXCEPT FOR INSTALLATION OF EXPANSION JOINTS. REROUTE EXISTING COMPRESSED AIR UNE AS NECESSARY TO INSTALL STEAM EXPANSION JOINT HB`IZO TAL REDRAWN - 2' -0" 7' -0 7'-j0" 1 1/4" A BLDG 9 -96 STRUCTURAL UPGRADE 4703445 -05 DI R GROUP 8 -8-96 03.08.01 7' -6" 7' -6" 8' -0" 8' -0" 7' -6" 7-6" 7' -0" 2' -0" FLOOR . PLAN SCALE: 1/8 " =1' -0" 0 0 0 0 0 0 L �J v 1/2 "DRAIN UNDER I 1■J RAISED OR cEl 1 1/4" COND FROM PENTHOUSE 1 1/4" COND DN TO TANK 5 TON UPFLOW CONTEMPO Atr®t 8 -8 -96 8 -8 -96 1 "HWS THRU 2ND FLOOR 1 "HWR IN ENCLOSURE 1 1 /4 "HWS (BYPASS CONVECTOR INSIDE CABINET 1 "HWS IN ENCLOSURE rows IN CLOSURE AUTO AIR VENT FROM 1ST & 2ND FLOORS W /DRAIN TO OUTSIDE T -0" LEGEND: CHWS CHILLED WATER SUPPLY CHWR CHILLED WATER RETURN CWS COOLING WATER SUPPLY CWR COOLING WATER RETURN HWS HOT WATER SUPPLY HWR HOT WATER RETURN STM STEAM COND CONDENSATE PMP COND PUMPED CONDENSATE A COMPRESSED AIR DW DOMESTIC WATER COLTS CONDENSATE GLYCOL SUPPLY CGLYR CONDENSATE GLYCOL RETURN )< PIPE ANCHOR / PIPE ANCHOR D PIPE ANCHOR RADIATOR GENERAL NOTES: CONSTRUCTION NOTES: 1. THIS AREA HAS NOT BEEN VISUALLY SURVEYED FOR CONDITIONS INCONSISTENT WITH THE AS -BUILT INFORMATION. UNLESS NOTED FOR BRACING, CONTRACTOR TO VERIFY EXISTING PIPES ARE NOT OF SUFFICIENT SIZE TO REQUIRE BRACING. STRUCTURAL X -BRACE AT THIS LOCATION. FIELD VERIFY INTERFERENCE WTH HMR PIPING; REROUTE PIPING AS NECESSARY. CURRENT REVISION SYMBOL A DATE J #703445 - ✓ 03.08.01 SHEET 2M 60 • M 36 JOB N0. J #703445 -05 Co M P cIYY � 0� TUKWI4A , ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE VIN K. BUN nraut R. SQUIRES ENGINEER CHECKED APPROVED PIPING - PLAN 7 IR E BLDG 9 -96 STRUCTURAL UPGRADE BUILDING 9 -96.2 B2 CONSOUDATION B BLDG 9-96 STRUCTURAL UPGRADE J #157117 -00 J #703445 -05 DLR GROUP 18/12 12/10 12 1/2/12 19 12 20/12 X17/14 36/14 8 "0 D -1, 210 CFM 2 TYP 10 "0 1 -1, C FM /12 GRILLE 1 23/12 0 CFM /12 T GRILLE © JDG( , wt • 100 12/9 38/14 1225 6 0' 0 -1, I_. 26 12 VD (TYP 155 FM 80 385 CFM 100 off PU Ie a 1 �I — 4 LT WIM1C 24/9 .•� RA • R. 1 12/12 ■i 12/12 1 .; -. 11 EMMMIUM 1 _ 493 ssir =iii 03.08.01 48/20 REVISION APPROVED 44 48/20 4 36/14 arm D � _ 1 * 7 _ :� � ®�� ® ®'°�I I®.�C .•IIJ®u Mir irfillilLEJFIIIIInwomms . IIA11W nom® -® TaIlla - mummir I. PINI 80 "4 `���:.:a W� •:•:.. -1 IA® n ' ®t:. 320 ©.•.. A& • 10 "0 D -2 330 CFM (6 TYP) 10 DN 2M11' 2M14 KEY PLAN scup xm,E O ® O 0 0 O O ACCEPTABILITY THIS DESIGN AND/OR SPECIRCA11ON IS APPROVED APPROVED' BY DEPT. DATE DRAWN K. BUN ENECKRE ENGINEER CHECKED APPROVES APPROVED D 8 ,9 SUBTITLE 1rr� BLDG 9-96 STRUCTURAL UPGRADE BUILDING 9 - )6. 2 MECHANICAL MASTER COL. A -N /1 -7 LEGEND: CEILING DIFFUSER, ARROW INDICATE AIR THROW BT x7 Of PerWlt-i- WoY M01 CURRENT. REVISION HVAC - PLAN J #703445 -05 DUCT, SINGLE UNE UNEAR DIFFUSER AND CFM AIR FLOW WALL OR DUCT MOUNTED GRILLE OR REGISTER VOLUME DAMPER ZONE & BYPASS DAMPER; WE SYSTEM DUCT LINER; SOUND CONTROL FLOOR CLEAN -OUT PRESSURE REGULATOR THERMOSTAT; ELECTRIC GENERAL NOTES: 1. D -1 = TITUS TMS -AA, 24 "X24 "LAY -IN OR EQUAL D -2 = TITUS MP -30, (4) 1" SLOT, 36" L RAG -1 = TITUS PAR 24" "X24" LAY -IN OR EQUAL CONSTRUCTION NOTES: 1. THIS AREA HAS NOT BEEN VISUALLY SURVEYED FOR CONDITIONS INCONSISTENT WITH THE AS -BUILT INFORMATION. UNLESS NOTED FOR BRACING, CONTRACTOR TO VERIFY EXISTING DUCTWORK IS NOT OF SUFFICIENT SIZE TO REQUIRE BRACING. ALL KNOWN MIXING', BOXES ARE I NOTED FOR BRACING, BUT VERIFY' THAT NO OTHERS EXIST. BRACE EQUIPMENT PER 2M10 M521 6 - 8 -z -la.z NEW DIFFUSER AND RUNOUT DUCTWORK. 1. 3 - li> CAP EXISTING DUCTWORK. BRACE PER L OR ( ) OR 2M10 M521 2M10 M521 4 OR ( OR 6 I 2M10 M521 2M10 M521 2M1 NEW STRUCTURAL X -BRACE IN THIS LOCATION REROUTE EXISTING DUCTWORK PER 2M10 M522 2M10 M522 RELOCATE EXISTING DIFFUSER OR MIXING BOX TO THIS LOCATION. INSTALL NEW DUCTWORK AS REQUIRED. (ORIGINATED FROM ® ON 2M1 OR.) - -- NEW DIFFUSER. REINSTALL EXISTING LAY -IN REINSTALL EXIST. LAY -IN GRILLE & SOUND BOOT DUCTWORK. D.0 SHEET SYMBOL DATE DIFFUSER. 03.08.01 2M1O M28 JOB ND. J #703445 -05 c4V ass. ERG NO. 9- 96- 2M13UL 1 1 2001 111 :■■■ ■I.■ ■ ■S ■■11 •) ■i■■ ■111 ■■ ■ ■ ■I�1�� ,.A1111 ■ ■I6■171111■i ii ■■1 IinIli■■111 ■■■O 1F liA ■II II 111I j ■■N11 !!■■UII lI Ii 1E®■■ ■1 Er�r.� ��lt�i�r�n'' ■ ■1 r ommunlinimalt11111 ■■■■ ■■■■■ ■■■ ■1 !'I■i■■■IF ■t;■■■ ■1 , ,=::::t-P—r, 111■1#I.1`, ■ ■Ile rtii11Li 111■ i7 ■ ■tae ■L111111 JJ11 ■1 lI 111E 1 ■■72 ■ ■I1®EE Ile 11111 ■ ® ®1E ®■®■elll PAW 11111EIRESE811111 IC ";1 ►1 ■1101 u �' 1 ■■ ■1 ELI ®►Ih•H� ® ®��1I�e 1111li ■■1■I■■IIIHEIe 10 "0 D- 400 ICFM /6 Y' iiiIIII!yr1111111111 ■11Iir1l1111 11I ■1IIE 1_.1 rl,1 l _IJ11 11u I . 0!1 ■131■1 ■L1 111 ■1.111 ■•11h11■ ■1eiIl1 1111111 I Ili MOM 1E111E11 •fI ■■111■11 WAIN ■141144' ■11 LIB I ■I /I ■I01 UMW L uIP 111711131111111 CC n1M1Q ■ I ■aI ■11111 ■:�� E I■ '.'M uIh iI IimulleI EII Ief!IiIIxi■ s■UIIIN BI I iI■■IIm1m6'iili'lliiil a[:i '•U M•M ■e II r1 °ru 85 LU 12 EMI i' II If- 85 PM �� 120 80 "AI oil a., Via- JIB - _;:::SUS, � ���� 25® 0 �W 160 085 / z 5 / . ® �� 110 ' N 11 N P *li ismilassiogrou V 26/12 11106 i U ' - o ii ! NO 46/13 tigrxlitsa-L'.. 80 N■ N il �80 C: l�1 REVISION 41/12 u 80 39/12 A RELOCATE C2; PW ' J #180145 -00 B BLDG 9 -96 STRUCTURAL UPGRADE J #703445 -05 16/12 2 1/1 2 20/12 KGP DLit GROUP RAG/DOT RP 12"x12" TO EF -1 ON R00', SEE DETAILS L/1 M3 M5 M3I M5 110 110 ; 0 NN■i111211111MEi11 i !01111! ■a1r7111111111 / t0 1 © �`�� : A ■®,Ir■i�1P1e`itiiiilriig�e ,, \ 40o C FM �yi 11111411111%11,1111 � d.. .. ■is7 /f +hilT7�I�I�thK1t1C7 ■ ■� Il�r •o' °'- 100 4111 I i ■ I l etili`5®®i ®®J► i ff CF' li i U - o■�•i■ii■■ru■III 1.= i Q■ 1 I 110 Ii l I�1 W n 1 •"4111171111 - P\umEMI ®;. �f of J�� 80 80 80 I ) ® ,20 1111 , 4 ► ;. �.� ►Z w 36/12 Ri 24x24 SOUND 4 ,- - =1I 30X ATiENUATOR �. V RA 1E ^� y;.;pO; app r#11 17/16 I e..ee!.e.e _19/16 8/19/99 48/22 03.08.01 REVISION FLOOR PLAN SCALE: 1/8 " =1' -0" '0 "0 D -1, 400 CFM DoE ®.wv�� VD (TYP }� j l I ® 0, lilllirmiimmiimm 4f A il piM 8 T ® i EFP H hi =MN V gei VilatilEFP IPIWIO Q 4x/22 II 'i 1 ,i1►P- "�!!�I X 12/15 t J ---- __ 'i� � .r W/ AN CI® �N NSPECTIO CI 1 WINDOW 24 724" 190 i y '►`�) I t i1 APPROVE "CAPPED 10 "0 D -2 330 CFM (6 TYP) NI CHECKED APPROVED SYMBOL KEY PLAN w,e NRE ?? 12x24 EGG CRATE (6 TYP)' T T ACCEPTABILITY DESIGN AND /OR SPECIFICATION IS. APPROVED APPROVED BY DEaT. DATE TITLE BLDG 9 -96 STRUCTURAL UPGRADE BUILDING 9 -96.2 MECHANICAL MASTER C01_ A- N/22 -27 LEGEND: O CEILING DIFFUSER, ARROW INDICATE AIR THROW E - � t LVD 2 CO . 2 A 1 0 GENERAL NOTES: i 2 TRANE VAV MODEL VCCC -08 0 -800 CFM, N.O. OPERATION 80 TAP FROM COLD DUCT OR AIR CELLS WITH (4) 60 DAMPERED OUTLET THRU 60 FLEX TERMINATING TO LAY -IN CEILING DIFFUSER. LIMIT FLEX LENGTH TO 8' -0" MAX. HONEYWELL PNEUMATIC THERMOSTAT #TP 97081038 REVERSE- ACTING MOUNTED ON 1/2 "GRID EGG -CRATE RETURN AIR GRILLE. KRUEGER LMH10 VAV BOX 775 CFM. 1. D -1 = T1TUS TMS -AA 245;24" LAY -IN OR EQUAL. D -2 = TITUS MP -30, (4) 1 SLOT, 36 "L RAG -1 - T1TUS PAR 24 "X24" LAY -IN OR EQUAL CONSTRUCTION NOTES: 1. THIS AREA HAS NOT BEEN VISUALLY SURVEYED FOR CONDITIONS INCONSISTENT WITH THE AS -BUILT INFORMATION. UNLESS NOTED FOR BRACING, CONTRACTOR TO VERIFY EXISTING DUCTWORK IS NOT OF SUFFICIENT SIZE TO REQUIRE BRACING. ALL KNOWN MIXING BOXES ARE NOTED FOR BRACING, BUT VERIFY THAT NO OTHERS EXIST. 24x10 DN / [22% - BRACE EQUIPMENT PER 2M141M521 NEW DIFFUSER AND RUNOUT DUCTWORK. CAP EXIST. DUCT. BRACE PER OR ( \ 1 OR 4 OR 2M14 M521 2M14 M521 2M14 M521 OR ( 6 2M14 M521 2M1,41521 ROUTE PER 2M141M522 © RELOCATE EXISTING DIFFUSER OR MIXING BOX TO THIS LOCATION. INSTALL NEW DUCTWORK AS REQUIRED. (ORIGINATED FROM ® ON 2M14R.) NEW GRILLE. REMOUNT EXIST. THERMOSTAT IN CENTER OF GRILLE (TYP TO BLDG). BRACE FOR TIPPING HAZARD. DC CURRENT REVISION J #703445 -05 DUCT, SINGLE LINE LINEAR DIFFUSER AND CFM AIR FLOW WALL OR DUCT MOUNTED GRILLE OR REGISTER VOLUME DAMPER ZONE & BYPASS DAMPER; WT SYSTEM DUCT LINER; SOUND CONTROL FLOOR CLEAN-OUT PRESSURE REGULATOR THERMOSTAT; ELECTRIC DATE 03.08.01 SHEET 21 4 M 32 JOB NO. d#703445-05 CO9P IL TTY DAD NO. Q- QF —OAA14 JUL 1 1 2001 SYM A BUILDING 9-96 T.I. BLDG 9-96 STRUCTURAL UPGRADE I! HANGER —\ y ROD (TAP.) EQUIPMENT EQUIPMENT PI AN EQUIPMENT SUSPENDED EQUIPMENT SEISMIC BRACING DETAIL n SCALE: NONE 1M11,2,3,4,5, 2M11,2,3,45 6521 ■ • 7, .201 1L BRIDE CONELACH TO SIMwTwL MERCER //T (12,694) 4.106 YAK WBBICE 1191001 1.01161506PL BRACE OUW. (MOM 101®) 1/2 (127 me) CAR PAX, QDE BOSS a. M. 1M10,4;2M10,34 M521 CENTER BRACING FOR ECTANGULAR,DUC ION48OYiV. CAME BRCS WA9IER 70 co. Nan NFAY, PPE AMP EC 1M10,4;2M10,34 M521 SECURE ANA. EM 3 698011.6Rt CAMPS ROD MD 11,1X1/ BEM AMI 1141 a OF 3'%1/4• S BMACMG EE SYMOY TRVISLEASE CARE MULE 1 10,4;2610,34 M521 weir”, I sit ARIICIURY. BRME ACH SEE OF NVYm E. SEE OF DUCE SEE ARON S86115 SEE S AMS 10198E RESTRAINT WOOL RSTWNI W1MY1. RG 9-3 RC. 9-1 OR 9-4 W 9-2 • CABLE CENTER BRACING FOR RECTANGULAR D SCALE: NONE 4 EMINO CRNNOM TO SIPPORIWO SMUCNWL WYMR TRANSVERSE 1YN 1M63,4; NOHOW MOM IEEE FOR Ban ADD Va6ra NRCERS &CIE PAW TABLE %NM 1' OPENER TWE MMWAI IBGTH PER TAME SEDER AIM 3 NINON SAC CUSPS. 1 610,4;2610,3 M521 M521 IMIO ARAL BMX NOM MSWL MOOS SCAM WM 4 OF HAM./ CONSTRUCTED PER 5/S1.1 CR 6/51.1 WMOUE MAN PAPERS REVISION ELEVATION SLACK CABLE FOR BRATION ISOLATED EQUIPMENT (TYP.) J #703445 -05 J1703445 -05 FOR ALL SPE PPE UP TO If orirmitrameral PPE 5/E BMX SZE ALTERNATE RIGID TRANSVER SCALE NONE 1M63 ,4;j2M60,1,3,4;'1M260,1,2,3,45 M521 2M260,1,2,3,4,5 DLR DLR GROUP \EQUIP. RATE TOP SUPPORT POINTS DM A / QUIP. FRAME OR SUPPORT POIN RP DATE 02.23.01 03.08.01 EISMIC CABLE BRACE (Tr.) SAT SCALE: NONE ADD FRMING 4M AE. OR MG. AEpur FOR CIPMEL SZE . 11161 I 5 GREZEt OONELBW SEE SOON TRIP YAL Lamm . MACE S0i0 TABS 6 aSLE WfAIG SEE SACRA NONE I. BROS. WU SUE & CCO EMON W SIPP4DK SIMICRAE SCALE:' NONE WS 12 SIDE BRACING FOR RECTANGU TYPICAL CABLE TRANSVE BRACE AT 1M63,4; 2M60,1,3,4; 1Mz60,1,2,3,45 M521 2M260,1,2,3,4,5 APPROVED NOTE SEE MAGNA TAMES FOR VEEOCAL .GE S. DYSOYL ?:!'ELT. FDLT SZE AND COMMON N TO SRU4lWPl SUPPORT. TYPICAL CABLE ILONGITUD SCALE: NONE 1M63,4; 2M60,1,3,4; 2M260 1M260,1,,2,3,412,3,,45 5 M521 CABLE SIDE BRACING FOR RECTANGULAR DUCTS SCALE: NONE i}-- 331110 MR'ORING SIa I*/ 101366— 'o 5wmr ewfE,pA 161/.6X1 YAM SWORE OK /EOM MMU e...Al X069,[ ,'LINE TM MM. UM OE DOI CID OF MOE MEM SMEAS 1WeAim¢ 13aeo. SRYI OMB. MR E IGO FIR 45 in Aram TEN EMIrO Mum awe Tem Nw 8/4.69 II \•j . \j . \ . _ O Et I* 1111 w, 161 efaOM IU�� kB1 MOC SMENllM 1 tl■R NOM I. SE 96641/10X13 Ma MC UM FOR MEWL MOM WE MO MUM. ENCES. ECU 97E. COMMON 10 STROCTURY. APRIMIR Man FA VW. GE MOM STRUT BRACING FOR PIPE TRAPEZE SCALE: NONE ACCEPTApIL ITY THIS DESIGN END /OR SPECIFICATION 15 APPROVED 1 -,/r 1 M10,4;2M10,3 a BOLT MME INL -2,r -IM521 M521 SUBTITLE PPE MINER ROD 411 CONNECTION 1MPE A / E 71/61 N BBD P 414/8' SEISMIC. BRACING DETAILS 1ME BUILDING 9 -96 STRUCTURAL UPGRADE CgmC8IX1 TO 611,721910 ORUCBIRN. ROWER BUILDING 9 -96.1 AlhAftibTak fh X1.7 1/6 u , VW. X1.7 1 C3.18 Y1Q (26.4 -610 1111) ADD VERT. HANGERS ,ROY GREATER TAN AN MM. !F�#IN TRANSVERSE L011015091. al BR/CE 2 � SOE OF ems OW EM PWE CONNEC7ID51 TYPE A 7HRD 0341/4• (AMNiP. CONIFCIO 114. MN H I 4,3/11 (f00MXPSiM55) 1-5/8' R 1 -5/8 x 14 G r( _® (41.3241.3x20 MIR 1/.F E NS 1/10 (127 MR) WOW. BOLT B T'0 EZE: 10 ( T TRAP V1 S 711. IRIIEZE WOK NUM SIDE BRACING FOR RECTANGULAR DUC SCALE: NONE DO .TAI OF BOO. EOSTNO PPE NAOER NOME I SEE AMR MACE SORG TAME FOR WI. KREMS, MX.. N/fb. BOLT SZE : t CORRECTION 70 SUPPORMG STRLCTPE TYPICAL RIGID TRANSVERSE BRACE AT PIPE HANG:4.4 SCALE: NONE M1aE MOTE 1. 65 310,06 MAE M¢ 6501/131 FOR WHOM. 91161. MMEMME 1tl19906. Ras REU a1eECn61 W WMN3IIYL s1eeWM5/ 10964 MP . EMaM a ewa13 1N/1(11 H7 MINA M WO IN 5113 MU 1)1/11 /m �mltl. rY. EW I R/N MUM Wpm `\ MM ��IA� AAW LI .. ./4' .0. . Milli%`.■ ; i ll AN / MP (TOW 6W 147AVIC CABLE BRACING FOR PIPE TRAPEZE SCALE: NONE ADO PPE STEM TAN RAs ANN ENE MYEIER 1/44 URGER iWN ONSIDE. 1 -1/S YAa 3,4; 1M260,1,2,3,45 2M260,1,2,3,4,5 691E as WM CURRENT REVISION J #703445 -05 SHEET n11.1f, Mel 12 J #703445 -05 M521 SYMBOL M521 JOB N0. I e DATE 03.08.01 eNfutO 1 2)381