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Home My WebLink AboutPermit M99-0088 - GROUP HEALTH COOPERATIVEM99 -0088 12400 E. Marginal Way So. Group Health Cooperatove City of Tukwll( (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard; Suite :100 • Tukwila, Washington 98188 MECHANICAL PERMIT Permit No: M99 -0088 Status: ISSUED Type: B -MECH Issued: 06/17/1999 Category: NRES Expires: 12/14/1999 Address: 12400 EAST MARGINAL WY S Location:, Parcel #: 734060-0480 Contractor License No: PSFMEI *090N2 TENANT GROUP HEALTH COOPERATIVE Phone: 12400 EAST MARGINAL WY S, TUKWILA, WA98124 OWNER GROUP HEALTH COOPERATIVE Phone: (206)448 -4699 JIM DOUMA PROPERTY MGM., 52.1 WALL ST, SEATTLE WA 98121 CONTACT JOE NEVENSCHWANDER Phone: 206- 448 -2355 521 WALL ST, SEATTLE, WA 98121 CONTRACTOR PSF MECHANICAL, INC. Phone: 206.764 -9663 9322 14TH AVENUE SOUTH, SEATTLE, WA 98108 * *'k *'k *•k * * * * ** fit ** k** k**************************** * * * * * * * * * * *** * * *'k *k** * * * * ** Permit Description: INSTALL 1 NEW AIR: HANDLING UNIT AND DUCTWORK FOR THE SOUTH END OF THE SECOND FLOOR.;,OFFICES AND CAFETERIA UMC Edft-.ion:''1997. Valuation: 475, 000.00 63.63 Total Permit Fee: **• k*** *' k** k*** * * **•k *'k' ** *k* *k *** * "kk *k'k* * ***. *•kk•k•k * *•k * * * * * *Ak*- * *•k 'k�c * * *** ** Permit Center Aut orized Signature 1.7 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 erfor ance of work. I am authorized to ,sign for and obtain this ;buildincjpermit. Signature: Date:, 6 411 r �• Print Name: 'ALAI J _ 6 M/lny T. " Title: eRdTtzr jivdt- Ca.a -t.__. This permit shall become null. and void:if ttie 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. CITY OF TUf.WILA Address: 12400 EAST MARGINAL WY S Permit No: M99• -0088 Suite. Tenant: GROUP HEALTH .COOPERATIVE .Status: IS'SUE0 Type: C3• -MECH Applied: 04/22/.1999 Parcel #: 734060 -0480 Issued: .06/17/1999 kk****** k******• k• k' k* k**** k*• k• k• A•• k* **kkk•k*** * ** *kkkk441.*•k*A*• *****k *k* * * ***Akk•kk Permit Conditions: 1. Plumbing permits Shall be obtained through the 'Seattle -King County Department of Public Heal:th ;.,.. Plumbing wi 11 be inspected by that agency, including ail gas piping (296 -4722) . 2 Electrical permits : hall, be'?obtained through the Washington State Division ,Of Labor and ,Industries and,.al l "electrical . work will be inspected by that agency (248- 66311) 3., No changes will be made to the plans unless approved by the ;Engineer and the Tukwila Building ld ing Division. 4. All permits, `inspe ction records, and approved planar shall be avai labl'e at the job site prior to the start of any ;con- struction. These documents'are to be maintained and . avail- able • until final - inspection `;approval is granted:. S. Al ,l: construction to be done .i n conformance with approved p1 ans° and requirements of the Uniform Building Cotie (1 997 Edition) as amended, .Uniform ,Mechanical Code (1997 :Edition),; and 'Washington State Energy Code. (1997 Edition) . 6. ,Validity of Permit. The i s uance of a permit or approval o plans, specifications, and - computations _,hall not be con- strued to be ,,a permit tor, or an'approval ,of, any violation of , any of the provisions of the building code or of any other ordinance of the .j to i sd i ct i o» No permit presuming, to ,auth.ority to .violate or cancel the provisions .; :oi .thi.s coc1 . she 1 l .be 'va i i'ci . 7. Ma'nt,$ ,.cturer: installation instructions .requieci an ,s.ite ifor'title building inspectors review,: CITY OF T' IKWI LA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 F• • STAFF USE ONLY Miscellaneous 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. Project Name /Tenant: 1eOuf 'i7 Eyt"t. Q. G . fhlf1-C- VP )271-'06' c O Act-00A- Description of work to be done: IN STA-t. L. .1... nJ Eto AIR { -14AJor -bv/? un)l TS ^JD 0vc-r-- c,Jo2t& -Con- -niv Sou-n+ E-Nr2 O,F- 7ntE TEtO,,)0 -Ftoon o.FFtc. c,"o C- ,4f'Er r21A,. Value of onst uction: q r 000 Site Address: /� ,, City State /Zip: �. 00 £ft-S T' / - I�iT t rJ RL ; ' V 50 . gEf .k -TU W 1 ' Tax ' • Num • er: ��y so r I ft lJ`''9 I Property Owner: ; ( 3.4 (�Re y P 1--ru Coca P . Phone" .Z06.- 44,R- 233-1— Street Address City State /Zip: S a-1 \ L L Sr7 SS-171.£ M g p i z i Fax #: Phone: �?ti �_ � . �3SS- 1 Contact Person: (C)/vAJETC Z-0E N -1 /G. i)S0N�11JO DE2 Street Address: City State /Zip: 5 Se�'t-r�r Fax #: .. l I.t_ S'7 : -tea= ail , T1 / . l Contractor: CoN-htz_ P S'F /1 E(4-1 �11J 1 G/CL. h o 4 S Yr'`M1on7S' Phone: D �' �(, 3 Street Address: City State /Zip: "3 21 1-4c2' Ave . S. Slyrrn -t: LA 98'10 0 Sewer Fax #: 2 D "' T6 .� �' 38 / Architect: Co[cNERS 6120UP A`L> Phone: .206 +(9r1.-S -0('0 Fax #: .10(,-6 z( -- ? ?-t ? Phono:a0� ' i-��-�r L� io ? -RDAM 044. - =n CLA4Ic Street ity State /Zip: 19c)'- 3 AVE- V- - S - S90 E.Eftrrie L 3pi °( En eer: 1)0L1t& SYfr -,OJS S-P. MEC-.t+-A-•J t c� cwt.) rrr�T- -: -T &t c 1G �vn.) c.r Street Address: City State /Zip: 9 *3 s t I i( ' ti-vE- S-0 . LA . T �' 1O S---1-711-t-, Fax #: .z o �C 2� 3 �/ MISCELLANEOUS PERMIT REVIEW AND APPROVAL REQUESTED: (TO BE.FILLED OUT BY'APPLICANT). -. Description of work to be done: IN STA-t. L. .1... nJ Eto AIR { -14AJor -bv/? un)l TS ^JD 0vc-r-- c,Jo2t& -Con- -niv Sou-n+ E-Nr2 O,F- 7ntE TEtO,,)0 -Ftoon o.FFtc. c,"o C- ,4f'Er r21A,. _ Will there be storage of flammable /combustible hazardous material in the building? ❑ yes ra no Attach list of materials and storage location on se.arate 8 1/2 X 11 •a er Indicatin. •uantitles & Material Safe' Data Sheets ■ Above Ground Tanks • Antennas /Satellite Dishes ■ Bulkhead /Docks ■ Commercial Reroof ❑ Demolition , ❑ Fence Mechanical ❑ Manufactured Housing - Replacement only ❑ Parking Lots ❑ Retaining Walls ❑ Temporary Pedestrian Protection /Exit Systems ❑ Temporary Facilities ❑ Tree Cutting APPLICANT REQUEST. FOR' MISCELLANEOUS ;PUBL'ICIWORKS: PERMITS, ' ❑ Channelization /Striping ❑ Flood Control Zone ❑ Landscape Irrigation ❑ Storm Drainage ❑ Water Meter /Exempt # ❑ Water Meter /Permanent # ❑ Water Meter Temp # ❑ Miscellaneous ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering: 0 Cut cubic yards 0 Fill cubic yards 0 sq. ft.grading /clearing ❑ Sanitary Side Sewer #: a Sewer Main Extension 0 Private 0 Public ❑ Street Use ❑ Water Main Extension 0 Private 0 Public 0 Deduct 0 Water Only Size(s): Size(s): Size(s): Est. quantity: gal Schedule: ❑ Moving Oversized Load /Hauling MONTHLY SERVICE BILLINGS TO :' .. ` ' !' • Name: Phone: Address: City /State /Zip: Q Water 0 Sewer 0 Metro 0 Standby WATER METER DEPOSIT /REFUND BILLING: Name: Phone: Address: City /State /Zip: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. 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 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date a p call n accop Date appl cation expires: Appllcatpn by: (Initials) MISCPMT.DOC 7/11/96 ALL MISCELLANEOUS PE IT APPLICATIONS MUST BE SUB ► ED WITH THE FOLLOWING: • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED • ARCHITECTURAL DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED ARCHITECT • STRUCTURAL CALCULATIONS AND DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED STRUCTURAL ENGINEER • CIViUSiTE PLAN DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED CIVIL ENGINEER (P.E.) ri SUBMIT APPLICATION AND REQUIRED CHECKLISTS FOR PERMIT REVIEW Submit checklist. No: M-9• Above Ground Tanks/Water Tanks - Supported directly•upon grade exceeding 5,000 gallons and a ratio of height to diameter or width which exceeds 2:1 0 Antennas /Satellite Dishes Submit checklist No: M -1 1 Awnings /Canopies - No signage Commercial Tenant Improvement Permit 0 Bulkhead /Dock Submit checklist No: ' M -10 0 Comhiercial•Reroof • Submit checklist No: M -6 O Demolition. Submit checklist No: M- 3i.•M-3a. Fences - Over 6 "feet in Height Submit checklist No: M -9 • Land Altering /Grading /Preloads Submit checklist No: M -2 El . Loading Docks Commercial Tenant Improvement • Permit.:. Submit. checklist No: H -17 . icr Mechanical (Residential &; Commercial) Submit checklist No: M -8, Residential only -11-6,.1+16 0 . Miscellaneous Public; Works' - Permits Submit checklist No H -9 .. El . Mariufactured Housing (RED. INSIGNIA ONLY) • , .. Submit checklist : No:: M -5 El Moving- Oversized Load /Hauling Submit checklist • No: M -5 ' J Parking Lots Submit checklist No: M -4 in Residential Reroof - Exempt with following exception: If roof structure to be repaired or replaced Residential Building Permit Submit checklist • No: M -6 Q Retaining Walls- Over 4 feet in height Submit checklist No: M -1 0 Temporary Facilities Submit checklist No: M -7 0 Temporary Pedestrian Protection/Exit Systems Submit checklist No:. M -4 0 Tree Cutting Submit checklist No: M -2 Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". BuIld/ng.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. BUILDING OWNER OR UTHORI ED AGENT: Signature: - Date: Print name: ,00v611...f}S ' Syrtri. 0 t s Phone:)o4- ?64,9667 Fax 0:.206,- ?621,1p Address: c 3,2 z 1 413 A. ve So . City /State /Zip: L�,a 9P/OS) MISCPMT.DOC 7/11/96 '141Wirt 4 •'••■ a•'.; •;, • , , 4 ''' '• • ",•'■ • 4.4*A*0e***0**AAAAA*A*A !14c * * A ic •A * * * * 1\ *4. IR XT'? OF TUKWILA1 WA * * * C? -- TRANSMIT Number: R9800085 Amount: 63.63 06/17/99 0953 Payment ,Method: CHECK Notation: P$F MECHANICL Imit: CA$ TRANS1W-T' Permit No: M99-0088 Type: 11-MECH MECHANTCAL PERM11 Parcel No: 734060-0480 Site Address: 12400 EkST NAROINAL WY S Total Fees: 63.63 This Payment 63.63 Total ALL Pmts: 63.63 Balance: k00 Ais*AA444******AAAA4—AkAA4*AAA4,1**i**1%A*A*A4A***A*AAA*****A4kA4*4* Account Code Description Amount 000/345.830 PLAN CHECK -' r'd73 000/322.100 MECHANICAL - NONBES • ' . r1 1E6T5r P41 8C8 63.63 CHECK '63.63 06/18/99 10 0809 0097 4261 CITY OF TUKWILA INSPECTION RECORD Retain a copy with pern'�i CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 ,roject: ,/ T •e • In • to • , /A Special instructions: Date wanted: � �� a.m. p.m. Requester. Phone: p" n Approved per applicable codes. • COMMENTS: Corrections required prior to approval. Inspe Ak irdPW.,4 • $47.00 REINSPECT! i,7 FEE RE • DIRE ► . Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: te: Date: INSPECTION NO, INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. 206)431-3670 Mct: / Typenpegyl.. Date called: kO0 : • Mad, Y /6, Special instructions: Date wanted: Requester: je ..ezoi Phone: /10C 793i.2 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector. Date: $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [Receipt No: Date: INSPECTION RECORD' Retain a copy with perm t i CITY OF TUKWILA BUILDING DIVISION tl 6300 Southcenter Blvd, #100, Tukwila, WA 981»8 INSPECTION NO. i PERMIT NO, 206)431 -3670 Project CJ / I J Type Ali) -Ction: 1 _ �� Vt Vei Address: Date calle Special instructions: Date wante a,m P.m. Requester: Phone: `T1 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector Date: n $47.00 REINSPECTION `EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Z. tit INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. :(206)431 -3670 c i gettiA...... Typ r to spgE� ion: vi/t 4 /e jcarllec(: Address. / kAt74610 f . 19'7m, Dat Ri, ',/ /99 S4 (- Q totA-) Special instructions: Date wanted: a; Requester: Phone „, 79 3 .....06 8:::?--, ElApproved per applicable codes. � Corrections required prior to approval. COMMENTS: bi IJA ( S4 (- Q totA-) i(-i- -ef ?• ' '? 4.4-€'e - VV ` 4 7 c gar L ,<_. v ..S"J� �P � M a - 2" e-:, lS0 f--'6 L /h>'"pC . hn 1 Inspector: • $ . ' 0 REINSPECTIO' FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. [ecePt No: Date: Date: 1 ; I . INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 (206)431-3670 yfai t: ateteul A,TypMeln6sphctionCam Date called cl;e4 60 8 • MaA ' SpeAal instiuctio s: And Date wanted: /000 i i (f):rnil Requester: ti Phonea: 0&' 7?-3V(PL.7 Approved per applicable codes. COMMENTS: Corrections required prior to.approval. $4 00 INSPECTIO EQUIRED. Prio,r to inspection, fee must be paid at 6300 Southcenter Blvd. uite 100. Call to schedule reinspection. Date: ' --''''' - ---',-- ---------r--7- - -• •T • - - .---- -------•'-----'—'1'"'"'''''','3"':!4'-.wi.Egd;.:tT.cvv,::e.;v?:ff..F.:7:::::;;,:r,i.:;1',:.:-... !...4.'2, INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 l?rojeAt.:40 F-ijaPili Tyni; lenspyctLg.rie (67.1"6. , Adpess, ('&oo f . ilicw 0,S, Date called: e//40 pi, Special instructi ns: ,716k( • ,.. Date wanted: gil 7 tc,9 P.m. Requester: Ph c)1140. 713 iikAApproved per applicabletodes. COMMENTS: ENTS: E] Corrections required prior to approval. Inspector Date: El $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • INSPECTION RECORD Retail! a copy with permit INSPECTI N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 /1r*161 PERMIT NO. (206)431-3670 Projean i.)ftketem Nef Ig ect iljte, ui cIi ddrrevss7r . ipaiti. to 3,, Date called: giaml eci instructions: WO ' Date wanted: cm Requester: i I / Phone: . ZO 7.93-0&8A Approved per applicable codes. Corrections required prior to appi:OVal. COMMENTS: I f .1r1SpeCtOr: I 4 _all: ,d_It.Alflar. Date: $4 .1 I REINSPECTIO fir REQUIRED. Prior to inspection, fee must be paid /W.- - -- at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION NO. CITY OFiTUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit 1r PERMIT NO. 62/ (206)431 -3670 :1, #I/ /40 Ty P In p ti A ie Mo /,/ of j Date called: 4/9,9 Sec' I i s uctions: p j,e . Date wanted: im7rn. ?1 9 9i Requester: Phone 7a‘0,— _06, �(7.." ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: —--- -� j7t' L- /' f'7 $47.00 REINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. [Receipt No: Date: n.•.�.- +r,�.r»:....,... --. ,....mss!- • *,- �- .�r..,.,— , -•..., 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 i�� YP ��'" C Address: ,s Date called: Special instructions: Date wante a. d 7-' P. m. Requester: Phone: oved per applicable cc Corrections required prior to approval. ' ENT S.: /94 p-, 51..44 ,v,,,e ,-.e/ t.,,,e a‘e.27.._ 6 e-t-e--u-?4-. 6.---7*, I I c , s , 'fir oved per applicable cc Corrections required prior to approval. ' ENT S.: /94 p-, 51..44 ,v,,,e ,-.e/ t.,,,e a‘e.27.._ 6 e-t-e--u-?4-. 6.---7*, I I c , s , 'fir �rr A Inspector: Date: $47.00 REINSPECJ ON FEE R QUIRED. Prior to inspection, fee must be paid at 6300 Southcen'ter Blvd., Suite 100. Call to schedule reinspectiori. Receipt No: Date: 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 roject: Type of Inspection: Addres : Date called: Special instructions: Date wanted: r' Requester AS a Phone: CApproved per applicable codes. €orrections required prior to approval. COMMENTS: ,447%7746, /Z e :, Nice, /re3T Pe.4iclE4> ,..�.t.0 P;c7s.4d:-v76rl.1 ifee0 d57.' -UVC1*& /17 ACA 0,4ft g3/ 36 75' Inspector. .1 Dat El $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. .! City. of Tukwila Fire Department :3? John W. Rants, Mayor Thomas P. Keefe, Fire Chief W=LA FIRE DEPARTMENT 0Ii4AL'. APPROVAL FORM .1 I•t'H I•I I. Retain current inspection schedule Needs shift' inspection Sprinklers: Fire Alarm: Hood ;& Duct: 'Halon: Monitor: . Pe -Fire: Permits: IH �' �R,1• Headquattdrs Sthtion: 444 Arl dd ei pat* Past ,i „11 Phd 6;'%7b6)•s7S4 !Ave 6) sn.4 f 09/16/99 11:30 FAX 206 762 8381 f PSF Mechanical, Inc. PSF MECHANICAL ,:- -doh %9L la 001/007 FACSIMILE COVER SHEET COMPANY: PSF Mechanical, Inc. DATE: 9/16/99 ATTENTION: Robert Wagner FACSIMILE PHONE NO: 206 901 -4330 JOB NAMES: Group Health ROC SUBJECT: Rooftop & Mezzanine AC Units NO. OF PAGES (INCL. COVER): 7 REMARKS: JOB NO(S): 9792 INITIALS: PMJ Robert, Here are the stamped details you requested. FROM: PATRICK M. JUNG CC: Dave Larson NOTE: IF YOU DO NOT RECEIVE ALL PAGES, PLEASE CALL IMMEDIATELY. Document 24967 -1.doc Y� ED SEP 1 7 1999 PERMira1tIr1R Street Address: 9322 14th Avenue South Seattle, WA 98108 Melling Address: 932214th Avenue South Seattle, WA 98108 (206)764.9663 FAX 782 -8381 PAGE - 1 Printed: 9/16199 Time: 12:16 PM 09/16/99 11:30 FAX 206 762 8381 PSF MECHANICAL a 002/007 3Uswi 22w X DM 22W X DM VFD AC CM DOOR ACCESS 11 z 2E11 X MN ADCE;S DOOR I 4 fifte'■J`k,\ 91 12 -1.•—• 36 r L 218 48 47-DEMOUNT (Cs "RIGHT VDC 6 ERivir ceNrept 79 c17:11 rri71999 1WID1-4 • z • 66 D E M OU N 36 24 48 216 78 PO BOX 409 01,5ARCHE. OK 73762 WASHINGTON AIR REPS V. 1 4-29-99 womb U 6 DRAWING NO. 75571 oFa DATE Mar 15, 1999 ANIMA% COD= NM 4454 CONTRACTOR WPRIMINMV4 WASH AIR REPS 511010 01401 110. • 93-75571-3 09/16/99 11:30 FAX 206 762 8381 N c. a O E5 E- a 0 31- to Z OO C v U rb c0 PSF MECHANICAL 0003/007 oara E !� onYarruKviLA SEP1 ?1999 PERMIT QEN'ER F S/A R/A VPD VPD 1111111;11.11., "1111111111 II 1 "IIII II 9111111 H. 1111111,11111111111111 III II 1 11111'11 'I 111111'111111111111 "I' 11UHU ' 1111111 1 ,11111: . 1''1'11' I II1111. I 1,II II ,. 1111111,1; 111 1'1Ltl.1' 1 .1 11111111 I 11111 ,.1 •''111 ,1 V 00 I— 48 1 • -4 18 111111. '111111161 .I 11111111111111111111 I, ' 11111111111111,.'11 1, 1111111 ''11.11111 I' 111111111111,11111 U; ;111111.111 ,''', 111111111111111,1101 ' 111 11.11111, .1 111111111111111111111 " „11 1 '1111 11111111''111, • II'1, , 1 X11111., 1111',,,1111111111, 1'111'1 1--- 63 ----1 AEOgIVED r o Y OF TUKWILA SEP 1 7 1999 Loo /17ooIJ PP. .60 90 1VD IHdHOHi1I 3Sd T8C8 ZSL 90Z Ydd TC :TT 86/9T/60 1 09/16/99 11:31 FAX 206 762 8381 PSF MECHANICAL 'PSF Mechanical, inc. 9322 14th Avenue S., Seattle, Washington 98108 (206) 764 -9663 / Fax (206) 762.8381 PROJECT NAME G��►�' H�-n --i SUBJECT a - Len C.- "7 LOINS C St PROJECT No. AG LANiur ; FILE: C.E,Q. Z005/007 OF y DATE BY SHEET OF P L L »- -r LA;F`Tpt4 i Yap x.7" t-ONc- r k.)►T L AL-1 eiCk.T & 3 _rp) ICO G, CIS AN .-) LE. I( G-I C-te C,x3 1^.-tel Le �iT^REC Or RIVED ii.A SEP 1 7 1999 PERMIT CENTER EXPIRES 8/5/ o, 0 C-IizuL-6 1-1 Pe LES CF%LLR) 09/16/99 11:31 FAX 206 762 8381 PSF MECHANICAL 11006/007 Mechanical, l c, 9322 14th Avenue S., Saattle, Washington 98108 5 0 IF (206) 764 -9663 / Fax (206) 762 -8381 PROJECT NAME C -11 OL.A i -1.5)2 4- -°11-1 DATE SUBJECT LI - CCGA'T C- C -01ZY-4G S) BY PROJECT No, FILE: C E 0 SHEET 3 OF 3" AC.. LAN■T VA 1I C1 1,,..A C-i 10 4:1AL1i -la- 6x3 AEG-, FZOUF _7 � � 1 NU.? 4 ; 12:0t..T I' " a PCx1P Cube, y EXPIRES 8/5/O71 16 ECG CF 09/16/99 11:32 FAX 206 762 8381 M••,• ••• UNIT STEEL RASE 2x5 TUDULAR LIFTING LUG 1/2 "x2" LONG NUT F BOLT • PSF MECHANICAL. Ij 007/007 of y , AG UNIT 6 "x3 "x1/8" ANGLE 8" LONG 1/2 "x4" LONG LAG SCREW (3 TYP) 1/6" PULL LENGTH FILLER (AS NEEDED) ROOFING ROOFING INSULATION GASKET ' r 2x4 NAILING STRIP FAGTORY GURI°! WITH RIGID INSULATION 3/8 "Y2" LONG LAG SCREW 2 " -0" 04. • LEVELING CURB (HY G.G.) ROOT DECK • • SEISMIC DETAIL FOR ;..AC ' UNITS „ • e• • EXPIRES 8/5/0) Se°/)).Utzte. ktid /44.4. 1 ,999� 1994 '' `iington State Nonresidential Energy Code Co A 'lance Form Mechanical Summa MECH -SUM 1994 Washington State Nonresidential Energy Code Compliance Forms June, 1995 Project Info Project Address Metropolitan Park to R.O.C. Date 4/21/99 Capacity2 Btu /h 12400 E. Marginal Way South For Building Dept. Use SEER or EER Tukwila, WA 98124 Applicant Name: P.S.F. Mechanical Inc. Applicant Address: 9322 14th Ave. S. Applicant Phone: (206) 764 -8381 Project Description Briefly describe mechanical system type and features. 100 TON AND 30 TON CHILLED WATER AIR HANDLING UNITS WITH VAV HEATING AND COOLING. ROOF EXHAUST FAN FOR RESTROOMS AND JANITOR CLOSET. Compliance Option O Simple System 0 Complex System 0 Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex systems.) Equipment Schedules The following information Is required to be Incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. Cooling Equipment Schedule Equip. ID Brand Name1 Model No.1 Capacity2 Btu /h Total CFM OSA CFM or Econo? SEER or EER IPLV3 Location Heating Equipment Schedule Equip. ID Brand Name1 Model No.1 Capacity2 Btu /h Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiency4 Fan Equipment Schedule Equip. ID Brand Name1 Model No.1 CFM SP1 HP /BHP Flow Controls Location of Service 1If available. applicable. 5 2 As tested according to Table 14 -1, 14 -2 or 14 -3. 3 If required. 4 COP, HSPF, Combustion Efficiency, or AFUE, as ECEIVED OF TUKWILA FILE COPY +rl •i :.t31'tf� thl t th:' Ply r Thr,.t. "L,r,.." t...,PEFMIT CENTER 2 1 1999 Mcici-0086 1994 W hington State Nonresidential Energy Code Co dance Form Mechanical Summ: (back) MECH -SUM System Description See Section 1421 for full description of Simple System qualifications. If Heating /Cooling or Cooling Only: I. Constant vol? ❑ Air cooled? X Packaged sys? ❑ <54,000 Btuh or 1900 cfm? X Split system? X Economizer included? If Heating Only: E <5000 cfm? ❑ <70% outside air? Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. LStart NNHeating /Cooling Cyste Constant. m or C Typeooling �Iy Volume ?no yes\ Heating Only «5000 cf ? \ yes no <70% 0/0---).- /yes no✓ Reference Sec. 1421) �Alr Coolecj.? no yes ,Packaged " . yes Syste�m7 no /N <54,000 Btuh noor1 900 cfm? yes I /1Inciudes �Emu? ‘l niticiuded'A,/es Reference Sec. 1423 4 Simple Syste Allowed Reference Sec. 1420 Split no yes Om- <54 000 Btuh 'or 1900 cfrng-o—, yes 1 Use Complex Reference System ,Sec. 1430 Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance In determining which Complex Systems requirements are applicable to this project. Electronic } . •sion - Washington Nonresidential Ener r. Code Forms Mechanical Permit Plans Checklist MECH -CHK June, 1995 1994 Washington State Energy Code Compliance Forms Project Address Metropolitan Park to R.O.C. 'Date 4 /21/99 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code I Section Component (information Required Location on Plans I Building Department Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Equipment performance . a . 1411.4 Pkg. elec. htg.& clg. List heat pumps on schedule a. 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency 1412 HVAC controls yea 1412.1 Temperature zones Indicate locations on plans 111.1 AND 141.2 yes 1412.2 Deadband control Indicate 5 degree deadband minimum MO.1 . a. 1412.3 Humidity control Indicate humidistat yea 1412.4 Automatic setback Indicate thermostat with night setback and 7 diff. day types M0.1 yes 1412.4.1 Dampers Indicate damper location and automatic controls M1.1 AND M1.2 . a. 1412.5 Heat pump control Indicate microprocessor on thermostat schedule a. 1412.8 Combustion htg. Indicate modulating or staged control yea 1412.7 Balancing Indicate balancing features on plans 141.. 1 AND M1.2 . a . 1422 Thermostat interlock Indicate thermostat interlock on plans yes 1423 Economizers Equipment schedule 140.1 1413 Air economizers yes 1413.1 Operation Indicate 100% capability on schedule 140.1 yea 1413.2 Control Indicate controls able to evaluate outside air M0 ,1 yes 1413.3 Integrated operation Indicate capability for partial cooling M0.1 1414 Ducting systems yea 1414.1 Duct sealing Indicate sealing necessary MO .1 yes 1414.2 Duct insulation Indicate R -value of insulation on duct 140.1 yes 1415.1 Piping insulation Indicate R -value of insulation on piping 140.1 . a . 1424 Separate air sys. Indicate separate systems on plans yea Mech. Sum. Form Completed and attached. Equipment schedule with types, input/output, efficiency, cfm, hp, economizer SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 -1454) 1440 Service water htg. . a. 1441 Elec. water heater Indicate R -10 insulation under tank . a. 1442 Shut -off controls Indicate automatic shut -off 1450 Heated pools . a . 1452 Pool water heaters Indicate not electric resistance . a . 1453 Pool heater controls Indicate switch and 65 degree control . a . 1454 Pool covers Indicate vapor retardant cover . a . 1454 Pools 90+ degrees Indicate R -12 pool cover s circles for any question, proviae explanation: Electronic •sion - Washington Nonresidential Ene • Code Forms Mechanical Permit Plans Checklist 994 Washington State Energy Code Compliance Forms MECH -CHK June 199 Mechanical - General Requirements 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by Individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a bulding shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and coding, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and coding energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4 , if In the proposed building energy analysis, heating and coding thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humkiistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or altemate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable d being set for seven different day types per week. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpdnt. 2. Equipment with full load demands of 2 kW (6,826 Btu/h) or less may be controlled by readily accessible manual off - hour controls, 1412.4.1 Dampers: Outside air Intakes, exhaust outlets and relief outlets sowing conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open dampers. These dampers shall remain closed in normal operation until activated by the fire alarm system or other approved smoke detection system. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air Intakes. 1412.6 Heat Pump Controls: Unitary air cooled heat pumps shall Include microprocessor controls that minimize supplemental heat usage during start-up, set -up, and defrost conditions. These controls shall anticipate need for heat and use compression heating as the first stage of heat. Controls shall Indicate when supplemental heating is being used through visual means (e.g., LED indicators). 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu/h shall have modulating or staged combustion contrd. Exceptions: 1. Boilers. 2. Radiant Heaters. 1412.7 Balancing: Each air supply outlet or air or water terminal device shall have a means for balancing, including but not limited to, dampers, temperature and pressure test connections and balancing valves. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical coding. 1413.2 Control: Air economizers shall be controlled by a control system capable of determining if outside air can meet part or all of the building's coding loads. 1413.3 Integrated Operation: Building Heating Energy: Air economizers shall be capable of providing partial coding even when additional mechanical cooling is required to meet the remainder of the coding load. Controls shall not preclude the economizer operation when mechanical cooling is required simultaneously. Exception: Economizers on individual, direct expansion, coding systems with capacities not greater than 75,000 Btu/h may include contrds that limit simultaneous operation of the economizer and mechanical coding for the purpose of preventing ice formation on coding coils. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 Inch water column static pressure shall be sealed in accordance with Standard RS-18. Extent of sealing required is as follows: 1. Static pressure: 1/2 Inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 Inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. 1414.2 Insulation: Ducts and plenums that are constructed as part of the building envelope shall meet the requirements of Chapter 13. Other ducts and plenums shall be thermally insulated per Table 14-5. Exceptions: 1. Within the HVAC equipment. 2. Exhaust air ducts not subject to condensation. 3. Exposed ductwork within a space that serves that space only, 1416 Piping Systems 1416.1 Insulation: Piping shall be thermally insulated in accordance with Table 14.6. Exception: Piping installed within unitary HVAC equipment. Water pipes outside the conditioned space shall be Insulated In accordance with Washington State Plumbing Code (WAC 51-26) 1420 SIMPLE SYSTEMS (PACKAGED UNITARY EQUIPMENT) 1421 System Type: To qualify as a simple system, systems shall be one cf the following: a. Air coded, constant volume packaged equipment, which provide heating, coding or both, and require only external connection to duct work and energy services. b. Air coded, constant volume split systems, which provide heating, cooling or both, with coding capacity of 54,000 Btu/h or less. c. Heating only systems which have a capacity of less than 5,000 cfm or which have a minimum outside air supply of less than 70 percent of the total air circulation. All other systems shall comply with Sections 1430 through 1438. 1422 Controls: In addition to the control requirements in Section 1412, where separate heating and cooling equipment serve the same temperature zone, thermostats shall be Interlocked to prevent simultaneous heating and coding. 1423 Economizers: Economizers meeting the requirements of Section 1413 shall be installed on packaged roof top fan - coding units having a supply capacity of greater than 1,900 cfm or a total coding capacity greater than 54,000 Btu/h. The total capacity of all units without economizers shall not exceed 240,000 Btu/h per building. 1424 Separate Air Distribution Systems: Zones with special process temperature requirements and/or humidity requirements shall bo served by separate air distribution systems from those serving zones requiring only comfort conditions. Mechanical - Compl Systems Checklist MECH -COMP June, 1995 1994 Washington State Energy Code Compliance Forms "' Project Address Metropolitan Park to R.O.C. Date 4/21/99 The following additional information is necessary to check a mechanical permit application for a complex mechanical system for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Use the checklist as a reference for notes added to the mechanical drawings (see the MECH - CHK checklist for additional system requirements). This information must be on the plans since this is the official record of the permit. Having this information in separate specifications alone is NOT an acceptable alternative. For Building Department Use Applicability (yes, no, n,a.) Code Section Component IInformation Required Location on Plans Building Department Notes ADDITIONAL CHECKLIST ITEMS FOR COMPLEX SYSTEMS ONLY a' 1431.1 Field assem. sys. (Provide calculations 1 I 1432 Controls n.a. 1432.1 Setback & shut -off Indicate separate systems or show isolation devices on plans 1432.2 Temp. reset control n.a. 1432.2.1 Air systems Indicate automatic reset n.a. 1432.2.2 Hydronic systems Indicate automatic reset yes 1433 Economizers Indicate economizer on equipment schedule or provide calculations to justify exemption 140.1 n.a. 1434 Separate air sys. Indicate separate systems on plans yes 1435 Simul. htg. & clg. Indicate that simultaneous heating and cooling is prohibited, unless use of exception is justified Mo .1 Other n.a. 1436 Heat recovery Indicate heat recovery on plans; complete and attach heat recovery calculations no 1437 Elec. motor effic. MECH -MOT or Equip. Schedule with hp, rpm, efficiency yes 1438 Variable flow sys. Indicate variable flow on fan and pump schedules MO.1 If "no" is circled for any question, provide explanation: Relief Fan RF -1 shall be installed with a variable freqency drive. Decision Flowchart Use this flowchart to determine how the requirements of the Complex Systems Option apply to the project. Refer to the indicated Code sections for more complete information on the requirements. Section 1432.2 I lot Water Supply Temperature Reset Controls Required ///'\,N Yes Capacity of I IW\ No Heating System Greater Than `, 600,000 !huh? N No 1 Section 1411.1 Equipment Perf. Shall Meet Tables 14-1 through 14.3 Field- Ns., Yes Assembled f-- �Equipmentl Sectlon 1431.1 Calculations of Total On -site Energ Input & Output Required Mr System Yes Serving —sr Multiple Zones Section 1432.2.1 Supply Mr Reset Controls Required (continued on back) 31::.! r'c;rrm.h:xafr:r�.l.wr!uY >�,,, Mechanical - Compl Systems (back) MECH -COMP 1994 Washington Stale Energy Code Compliance Forms Cooling Yes /Capacity >��s 20,000 / Bluh? Scctionl411.4 Must be H 1412.5 Provide Microprocessor Heat Pump Controls No (continued from front) Fleeting & Cooling in on Package? No Electric z' Motor Efficiency No ncluded in Equipmen Performance Rating? Multi - speed Motor in a Multi -speed System? No Section 1437 Motors Must Meet Efficiencies in Table 14-4 Yes Yes Electric Heating \57ei Non - Electric Supply Air >�� yes 5000 CFM & \ \ Outside Mr > \ 70%? / Cooling ` Capacity> N. \,4,000 Binh? N, No > 225,000 Yes Btuh Capacity ? / No Section 1412,6 Modulating or Staged Combustion Controls Required Section 1436 50% Effective Ilent Recovery System Required N Yea/ P aeknge No / Cooling N No .' Total Bldg No INK Rooftop —►-. Capacity> Capacity> \ Unit? '\ 84,000 BIuh? 240,000 Btuh? \\ Yes Yes Yes Section 1433 Air -Side Economizer Required Application Yes Involves Variable Flows 0 Yes Section 1438 Variable Flow Devices Required No Section 1435 Fan Powered Yes / VAV Terminal Units N System? Required Done Section 1435 Simultaneous Heating & Cooling Prohibited June, 1995 a W By PSF Mechanical, Inc. J BEm W LL N 0- 0 '< PERMIT CENTER c 0 2 LL co a c c E E mw LL LL LL (nt-(c) 00 op tocDr- 0)01 NN Op op 0) c of N a` 0 a) E 0 (o CD LL mcg a) o a= LL 79, rn 9 a) v c -6 ' 'E coO „,o OO co O O N 0 co w Series Fan - Powered VAV ti V TEMPERATURES 0)000O0000 r =M ID(D(1)OOC (D(Dr 0)Or7O)0 to. co Ma000. -00. (l) r- ti co 00� 0 ° «a2mu. <1900000 co CL ce Z u. u. u. HEATING COIL PEAK AIRFLOWS 0)0 O ((M O O co O O N d O Z CN 000) 0 0 0) C'1 •- tt CO OO tt 0 'p () .ter —'',0 E > CV) Mc LU < ENGINEERING CKS C O N CO l0 r M x C)00) I- MN r C Or MO)MN •54) r(0 N3 O N N U HEATING COIL SELECTION C) U. O O M 000 > n 0)0000 C LL 00000.0 W CO 0 0) 0 0 0 0 M 7 0 ((OD 00 N 00 •! U >,.0 0U) 000 O) 0)(M•0 000 a CV C = c 0 x d C "E' .. i <o.c zo I-- C fp •• 00 Ul O tD00000 000 O 00000000 O i9 0 0 0 O 0 0) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 t! OT (3 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 00 ••• r r ap Y tl) L O O 11) O (0 N 0 0 0 I` 0 0 0 0 0 0 0 0 0 0 0 0 h 0 m ('J N 0 V V co en `- rii tQ co O n 0E- (y(r r L: m p Q N C 7 00 0 0 ((00000(0 000 0 (MO O co 0 O0. m N .� M. 1� 0)t� 0 0 0.. 0.. 0 0 0 b as CO 0) CLG SPACE PEAK 00 00)00)0)00s� r00� (0 r 0000000 0 y▪ :Qo 00 O V .- 0000(1) 000n M 00000000 O (n �)FO" `� 00 0.-00000(3 h(M el ti sr0000000 0 ✓ 0 .- f�V� r 0 n. 0 O) 0 L'm 0 0. 00 O (D O)(D000 MN0) NI. h 0 0 N 0 = L 0 p 7 D Q) 0 (N O 'q N f-. 0 Mr r (n M r Q10 ,m 0 �0 2 U (1 00') 0 V' .M- co 6 M ~ W (1) r r COOLING COIL PEAK 155 0 0 N Ul 0 00 0 0 0 (D (D st I'- O 0 0 0 0 (D 0 O ty 02 00 O O) 000000 (0 ) tt M 000000 (/) O O d ••••• r v (` +. L 00 O ONOOOM OOMQ) O C) CD r NI' (rD Z = N 0 mO n h (0 N. N 1- 0 r- est o f` O m tt (() N tr. (D .- N r 0) O (1) 0 - 1- CV M r (D O 0) (D O .- of O) M N (D N r (1) N O N .∎ M N g L• e •C .t0. O O O O O O 2 a�m O m Q '- 0.0 000.00N O •cf O sf MO 00 (00 M CJ Q t) .0.. .Nd. 7 co. N MN N (D O N m fV N M M 00 0) n a) d M M r r ( .. r N (0) .I.p3 7 00 co 0) 53 000002 MN. N 007 MO O N co f0 J m Ol (n (D N (D r 0 (D M �+ NM CO tM'N0) OMi O ('7 0 L Iii .- r N E¢ C 0 0 v V) bv. 'C 7 N O) (0 o. c CO 0▪ 3 • ZS a Jo� c acv u°.�ii C in A II ((a�±` =W�1Gpi Obim h" (�. N N U N U (� O= O J 0 O -' a C C O/ G ~' FC O rj 4- vim) I/3 �. .0 b .fie oa r ~ C fl IL LI. �� b 3,1.1'812=376.,0 a yrny.� = 13d...)ti``2�t€ e W(n(O CC C9 t7 Q. .5. co c�a� � cio'in0 3>6 0 C C Gross Total O O O O m0 (NO (ND Oro (0 (o O *+LL 0 = u . . Q W COOLING COIL SELECTION X. 0700 CD 000 C O OLL (n 00 iioo O co L 0 LL 000 14 Or O O 1(700 07 u) 00 (oo o 0 N (D O 0 (0 CO 0 O (01)) C7 M 000 0 oo C. C i9 �.(O 1• TRACE® Load 700 v2.3 calculated at 10:49 AM on 04/21/1999 TEMPERATURES 0)0)0000 C1 CO CD 0 0 0 T. 01 0 — - ol 0) (0 00 V (MCnt)03C)00r 00 m § EQ E. 3 O c13 aat allL Q▪ . YUC (0 .U..U.. HEATING COIL c.13 o 0. AIRFLOWS 0 0 0 - 0 0 0 0 0 0 '0 d T T CMOVO J- (NOO - st ' T t- sr O° T r 0 y L r .E m ° E >_= re re ENGINEERING CKS .0 • N (V 0 z 'C r' NM(0N .- D CD Q M(V 016 ((0 o M r 0 HEATING COIL SELECTION 0) U. 01 001 000 J o 0 0 0 o 0 c U. 000000 W (0 0 0 0 0 M 0 0 0 �LO00000 c0 1- 0(0000 01 O r 7 co c = c d > t— 0 c m o o 0. 13 0 00 M O V' N O 000 000 O 00000000 0 00 n 0ni00000 000000000000 O 0 0 h 0 6 01 0 0 0 00 0 0 0 L 0 0 0 0 0 0 0 0 00 r T r .1C y L 0 o n 0 0 0 0 0 (7 01 av°))m v6 CL � N N U) T . ° � r r) to 0 h T T O O O 0 0 0 0 0 0 0 0 0 CO T. L CJ] paN C 00 O 00 O O 0 QN 000 O CD CD 2o ainm tr. 3 (V N 0 o 0 to to as N u) 0 (0 0) (V CLG SPACE PEA c O O O 01 N 0 0 0 0 (n M n 0 O t () 0 0 0 0 0 0 0 O S Q o 0 0 0 0 0 0 0 0 0 (O CO r o r N 0 0 0 0 0 0 0 O `� GC O �(VCCCGn MNO N NCOGGOCO 00 Tt O D. 0)O L'(11 0 0.0 00 O (D (() 0000 T 0) n 0 O CD C7 0 M V 15 7 T st CO M (D 0 0) (0 D 0 CO ,- m N n 0) O CO Q) U) s} 2 0 c CO c0 r U) (D (D c N a) COOLING COIL PEAK c ct1 00 n NO0)00000 MNO U) 00 (O O O O N O O iso 00 M U) (O M 0 0 D co rer 0 U) O O N O 00 N O O CD °" 00 (D A01CD0004 6(00 M 00it:000 0 0 EL M N M T 0 0 1 Z 0 o a CD F" W CO 03 • m Q :11. 5... CO J m co W 0 Q i- a) J: OO V CD (D N o Q .� 7 M (O 0) (O co. T n O a) c ( N T to co . M O N O O O 0 M CO 0 N O O M 0 0 0 M O N M 03 0) (O n N U) CO U) r U) n (D N V' T U) T n c0 c0 0 0) M O N M M r r T T T � N ry 00 0 00 0 O (ND 11. O CD O 1` T. 0 0 CD +(�.p1 L O O O M O O O O O h Mh N0) O r V'O 0 roJ� N V n On al n N + rr UY Tr N • L r r T EQ c i= a) u▪ ) io'.4 '7 7 y 0) y 11 Y CL a Joo ° e0 ti it R I� tOpti ^3 1; � a�i to 0 ° 0 Ma pJ CO $ JQ c e'1mp++Ta D w_ m m co gate 6. ..~ C= 4() ~ liLLTz �p (�� ).. Y O ... (p j rnN.4 j a«f V 2'r C 00) 0)ce005aul5(n0�a2co a)o('nwaou'eH tu co 0) N of N 0 (0 (o 0 n N 000 (n 0 M 'rLL 0= (aul°3 COOLING COIL SELECTION Ce O) LL. NOO mo 000 > t• i.. MOO • 000 J O O 0 boo c.o 1'1 00 Z 7.3.). (00 1U. 0 0 st00 0 (0 O O 1 u. N O O W 02 O O a6 0 co m y c N u 0.� ro 3 (0 H 0 n00 O 0)00 (r'oo st 0 0 sr vT 0 0 ;r in o o in 0)00 co 3> 14 5 it TRACE® Load 700 v2.3 calculated at 10:49 AM on 04/21/1999 N J 0 0 m� 0N) n 9 vg og �g lC 0 am c3 o0 E0m Z? 0 a0 TEMPERATURES LAM M co. 0 0 . = O(D((0000 O (D (D r LAO r r N M (D c0 O r• r O 00E c¢ v � c �o m( i U)D..CCaU. UCLA. 0)00(0000 0 0 r U) 000(0010000 0 -S V. r v � 00 r r > �02alulr¢' ENGINEERING CKS C0CV s! r 111 SON (NO 1 x LA r.NV. Mr C�r(D(pCD. UMN(MU N HEATING COIL SELECTION C)LLMOM000 > 6 C O 6 0 0 OD C LL co 0 0 0 0 0 W (D 0 (A 0 0 0 (O r E E 0 0 0 0 0 0 Q.r- VV'' r U z.,t 0. OC')000 00 v (D C7 (D CD C7 C7 ('4 o. 0 O)4= x ° c: E 2¢ac xO 1- C— a 00 M Ott N 0000 000 O 00000000 O y 49 O. O 0 t'- O h (O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O H v O O ^ O O^0 M 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 00 a) w Y 00 Wc 00 0) 0^0009 000 0 00000000 A Q. CD N 0'0 M M J — (V (V In VU f' ;33 in r CD TTL' m 7- C Y N ¢ tli 2 O a`0i ac) LL N 00 0 0 0.0. 0 co O O 0 0 47 0 0 0 C0 0 O O N CV r r O O) O (D (tl C c 0 0 O CO N 0 0 0 0 0 M r O 0 (n 0 0 0 0 0 0 0 0 � 00 O O W O 000 (D C D . , 0 r N 0000000 L) 0 C CD CO NC)0o CD.- pi c4 N fV 6 CD 0,000 Tr U O) 4 L'0' a) a) 1= 00 0 0 (00000(0 r gCD V' 00 C3 a 79 a CO CL 2Q tf) c� ,_ co el r: ui CD 0i J � V O O O 0 O CO N N C u O O N. N O CA 0 0 0 O CO N O (0 0 0 CO 0 0 0 N O O 0. 00 M (n CD M000 CO - 0 (n OONOOOr 0 O ` O 0 CD Rt M 0 0 0 CD sf (A co O (M 0 Oi L� O (7 0 C7 00 a . O c�) tt r v n , _ t (n(^O Z °- r` f'LT1 M 00 O O 0 op TT 0 0 0 0 (0 o O 0 O NV O O O O N OD CD M r CC) N �- M N: r Ott r r r r r .s 0 ct < "CD= O O r 0 0 (h 0 Q a E. 0 (n d C ( m n r hl lY N 0 0 0 00 0 n O O O c O O O CO 0 UDD N. 0) .roi t 00 O CO CA 0000 N CV V' gO O O. J CO (M CO CO fV: (D V: } ^r ((Y rr N (0 iii L r r r N E¢ c Pm 0 N 0 N "E8 u) Y O I� 07 H O A y A C A + O 0 it 13. J O O C O O C LL 0 V O O dI 0 . 11 0— S .. Z at li O a) a) V to _ ° 0.1 .ca p, ° V-:C r. (n m — I� o) ° (o to - I _ w NA C 9a6(n _LL oi a n>w e � u (C : 0 (0 (D 00 N (000(0(0 (0 NO ..�.. *'LLx 0= Lia(LL°' COOLING COIL SELECTION LY t rn gLL ("1 O O 0 ((0 A LL MOO y O CD CD O O O 300 IX 'a r 00 X75). CD 0 0 CLL tt00 0 300 .d.LL NOO W c 000 0)00 co rn U at r00 U2 (r�oo (0 d u) Pct U 2 m 0. 0 0 0 N O O N It 000 0 vO0 '4 (000 M .. U V > to QO In TRACE® Load 700 v2.3 calculated at 10:49 AM on 04/21/1999 (0 0 U O LYE 2 rn DJ 08 cep- 0 Ect )e x� ap mo om E (0 E. z? tN ac Zone Checksums By PSF Mechanical, Inc. °a N H LL, TEMPERATURES J_ 0 V 0 z AIRFLOWS 0) C 0 0 N 0 0 0 0 0 C r x > n2auia:a' c 0000000000 '9� 00 0 0000000 `°" o06600c6o6 d w r a0 ENGINEERING CKS c o cq p O �t 0)00 N (0 ro COco el (q (O (D •5ca6ui `r ° (VV N U HEATING COIL SELECTION 0)LLN0M 000 J - 06666 LL0D00000 W (0 0 (0 0 0 0 rt F (o01o00 Q •- r '0 U Z. 1: r�0N000 O -m (no (0000 cq a to C.) rn= N w w C C td9> •(0 0) o 0. 2QamxO 000 0 00000000 0 000 0 00000000 0 C O o 0 0 0 o o 0 0 0 0 0 0 M c 00 r` 000009n 000 0 00000000 0 U) rr ti O - 0 T m 2 oQ ac v) .c CD CD o 0000099 000 0 (DO O O woc) a v) 00 U (0) O 0 0. 0 mU) (D CLG SPACE PEA C.1• 3;4! O O 0 0 0 0 0 0 0 0 0 (D O u) o O O O O -. O O 0 y o0 0 0000000 0)00 0 0)00000)00 0 n �F- 00 0 0000000 060.- ui0000cc' oo 00 d w T �O(+) aQ r• L m 0 0.0 00 0 0000000 O ('1 (C) O 0) co as O.Nm O(N ((') M (� 20 y c M(D 6....: tD N W N COOLING COIL PEAK ER 0 (D pp 0000 (O (ONO O 00) (000 (() M O O y�o O 000000 (OF.O M 0T 0)00000 O �H o0 0 doo d oo 0 00 ui0 ui GN()000)(i) O 0 N w T 0 d a0 y. ! 15, L_ 00 0) O O O O O 0 0) r C) O (0 00)0)000)00 1` Z 0 N N 0 (O ((0 00)) NM• () N 000 CD l"' m h r• (D N OO 06N (O ' 0) M M T (D N. do L' ee __ C L 0 0 0 0 0 O 2 aTOm m a' 0 O = 0 0 0 0) 0 0 0 00) N O N V V) 0 0 0 0 0 t- .432 N N 0 0 O) N O 0 m n h M M st •y� N O .J � 00 O 0000000 N ^O �{ MO 0) CO (o _.1 co ( (MD_ o M co Cl. i M N CO ..- (D 0') L M M V. E_¢ c .- (n N O) H O O O N � ++ O. N A 0 ..J o mcv E U A ill A`yw0.00 a. �� pRoo o(°n80.vco B3 :4Jacx ;mx°p o d M 14-P 0�h M40.° 1- O)'pri MMZ 5 c V Wc'vivi �(c7t��a =�n& 3a (? t�ov',an'oi� Gross Total 00 00 0 0 0 0 0 v v T r 1. w °t V. O- u0Wa3 COOLING COIL SELECTION v00 p, O O O O LL 70.0. Q LL coq • 0 O0 J VI WT 41 U)00 2mC m n o 0 CU. (700 m r. 0 0 O (O L. W -r.0.0 W go gLE Q U M 0 0 r00 oi oo TRACE® Load 700 v2.3 calculated at 10:49 AM on 04/21/1999 coo J 0 O N 0) r` 9 �- O g d.m O 0 ceO N xN 0. 0 Q N E E 1° zz ao By PSF Mechanical, inc. TEMPERATURES 0) a0 CO 00 O O - V y 0 CO 000 N. 12)q r r CO 2 (0 00, ()MCDOONOO 4)1~tiCO 0� m7E0.V—C Ndoeccu_ LLL. O V AIRFLOWS C O O vs 0 0 0 0 0 CU O O O 0 O C O Ps o .- (0 (0.- W r r. T T 0 0 N tx at',1E0Id c o° �r� x > =u)2reIAra' ENGINEERING CKS CpM- 0 c m 4 x 0) 1. M 0)00) 4) C 0 00 7 1- 4) 15 Cs ` C(0 0 CV CV 0 HEATING COIL SELECTION 0) U..000M000 J C 0 0 0 0 ps c LL 0000000 LLL 0oT 000 rt �0V'000 a CO As- 0 U y+..crnCcc 000 n mq?0oi 000 rnY U en y= y o - aci C C m a>+ fa 7 E m m 0. 2Qasxo c o 0o O oOOOOOO C3 CD O 00000000 0 u° o--- 00 0 0000000 000 o CD O . . . . . . . . . . . . . . . . . . . . . . 0 O `�`-- OO O0 000000 oO 000 O 00000000 m w ,- 0.0 DC 0.t 0 0 Ps 0 0 0 0 0 C1 Ps 0 0 0 0 0 0 0 0 0 0 0 0 N algm •- .- r _y r; 0 cii, - V Z I0 o� CD e. 00 0 0000044 000 O oo O CD 0 2O aNm v_ r at 0 0 O. CO CO CLG SPACE to a •= m 2 0) 00 O O o 00000 hh 002 M O O O O O O O O O O 0 0 0 0 0 0 0 0 I tt 4) Ps C4 O O O O O O O O 0 0 0 0 0 0 0 0 0 0 ^ v a rn v o 0 0 6 0 0 0 00 0 00 O 0000000 00.-0 0) 20 CA O O 0) N h M tt 4) CV 4l CO tt O 0 CO M COOLING COIL PEAK ". ,o 00 M 0000pOM 02r Ott tf 0004)0 O c i9 ov 00 M 0000002 0) CV N c`1i 01- A 000 .-0 O �H 0o CO 00000000 6 N g eNCp000fQo CD Ll 0 CD 0 n +'' L OO O 0000000 4) 80 O 4) .0000 CV 0 (0 to n Z SQ 7 CO f0 0) O O O O CO 0) 2 d' CO 0 to N 1` 4) CV V' CV 49 CO 0) vs •ct CD 1- CO m 4i M LO CN CV v 1 w Ps CO CV L' ed _ )" c c O O O O O O 2 arum .s 0 LY Q ; m = oo 0 o00 0o co o co 0)0 00 0)0 � O a n •.• CO r 1` t` r 0. r- 0 C CO CD CV CV r sr CV U) 0) .3 C 0 0 0 0 0 0 0 0 0 0 0 0 0 01 0) 0 0 O AJ n00 •.0) CV CO 1' m ( ' 4 0 ( 0 0) . - (0 ' iii N 1 E Q c (/) N co co O R o y n M 7 C m CL JOO'O �C� LL it II �`0ma in m� ►' c o o c c m m o =_« xm �aa)) m U �V o 0 = of m o -I y c c em m Fs. m .Is 0 us m c°o ~c c o U ~o pp_ li�yxz a c �S m 6mo> m 0 CO (..) 0 M 1- Gross Total 00 00 0 03 0 0 0 0 L t_ ,,. 0 'C LixS 0 = LT. a. LYID 0000 Z E 0 0 0 Ps C LL 000 a woo Z O m Q +m. lL 0000 F. LL CV 0 0 U W -J g E M O O Ps V) a ) O v odt voo Z m to J c O U) 0 .- O o 000 0) coon Cq CD 0 0 CO M 0 I\ ( O 10 TRACE® Load 700 v2.3 calculated at 10:49 AM on 04/21/1999 TEMPERATURES 0)N 00 0) 0 0 r N = .= (0 (0 1)) 0 0 0 N. 0 m to 0 r r V 67 10 co c co co p c E0Emu. a m m C C c cOQ.Za'u.u.u. HEATING COI AIRFLOWS 0)0ON00000 C co (0 r 0 x 0) c co co co cco 0 0 • O r r r r 0 �. E i ENGINEERING CKS C 0 co. cq toD O 'c1' X CDC) CD -.- •6.. CO 0)Q)NL-u) V 0 0 o � m o' tx .114 a. zg000caz HEATING COIL SELECTION 0) U. CV OM 000 > x 0 0 0 0 0 J r` O L).4000000 u) 10016)000 (0 r' E co 0 co000 a 0 m00)000 v, ui0C)o00 0) 0.2 q `i U 0)O+, �'� C ms=s d> x yt E+.. 0000000000 000000000000 O y19, 0000000000 000000000000 O 010-"' o o o0 000 00000 OOO O 00000 000 00 dr. r r .'" 0. 0 X 0 .0 00 00 00000000 000 0 00000000 t0 O cn ▪ O 0 1- r r c.: id Q4c ys 00 0 000000 C? 000 O 0)0 0 0) 2O m• ac) -' v v 0 0 0. a. 0) rn CLG SPACE PEA 0 00 0 0000000 60000 u) 400000x.00 0 19, 0000000000 0)0 6n6')0) 0 000(000 O W I0" 00 0 0 0 o 0000 064rti 0) 16i 000 0 0 0 0 ID 1- G) a.. r � co 0. 0 x•00 L' 0) V N j 0 0 0 0 0 0 0 0 0 0 D C C00 . M 6') 0 NNr N Oa (0 Nm co (O N M 11 N .- 2O u) 6 fV vr co r N N co COOLING COIL PEAK C e O O OD 0 0 0 0 0 0 0 1,...: (') r r O O r 0 0 V' M O O O O . O O c 0 0 0 0 0 0 0 4 D r 4 0 r O h f 0 0 0 ti O O O dw 00 Q) 0000000) o0sf (0 O) o�ttoo 4-' Ni o CD a 0 V �-. Z �.tD. 00 6')) 000000 Ord) N. co CD N. co t O co O co Nt0) x ,r. � 1- m 6 10 to O V' r N co r vi. O _ c') V' N n ti LI /2 mac= 0 0 00 0 • y a m 03 rc 0 a0 tut CD CD 000 r 0) o CO 01 CD C) CD O a ' co co 1D0 a1DO 0) o I TC m 6 (0 (V N .� M 0 t07.tpL : 0O 0 0000000 CDti00 N 01 CD rN tO J m CO Q) r• (O CO N 10 fn + N (0'+)• 'Q M r a Ea 0 PI 43 TO la 0) ' tt a:c1 H I• ^I N 0 L- • C .0 N C 11 II A Y .r3 II a mav� m e o Q c — :9 a• -S= Ace=m o 4 JNU o o o f a0 P. to o')a mC A O r o N (U. 0.°� N= o u rotirfSZ =5 a 00)CO LY—U' U''SO.l Sco .. O,.2 0 o to o> y III C_. Gross Total 00 00 1n 0016)0 • V' • r O tLi. O- COOLING COIL SELECTION m 0 0. a.D 16)00 Ql 6 0 0 1La. MOO 03 0- (0 Cu. ''o0 W g 0 0 �E U boo 0 00. 00 4 0 O O 0 (0 (0 caoo co lrioo tri .. eV> a Sao 1-- TRACE® Load 700 v2.3 calculated at 10:49 AM on 04/21/1999 co 0) J 0 0 rt 2 N ti 9 J N Zm ap 2 1 ULL� z Z 0.0) By PSF Mechanical, Inc. • TEMPERATURES 0 ) 0 ( 0 0) 0 0 r N = N (0 (D (() 000 Ps t0 (Or 0) O r r (0 c (0 00 U01Ooc0ODo0 tnhls(s 0 p c EOit00(i U CLOGOCtitiuc. O V z AIRFLOWS 0 0 0 CO 0 0 0 0 0 O (V 0)00(00(0000 c� o o � C c' N U d,.iilih >5wEredSrta ENGINEERING CKS O V co C 0 (D to • N 2 0) N. M. 0)0N1-. 04 I 4') Cl •O U co0� HEATING COIL SELECTION 0)LL00CI 000 J ^ 0 0 0 0 C LL 000000 W 0) 0 T 0 0 0 Ecoo0000 a iC) .0 0 P (o a 0 0 0) CR Vy 0 0 0 ✓ 0 (C) 000 M .1 C 66 x z E 0 2aacL=0 °- y;e 00 000 O c.V 4 00) 0000 000 O 000100000 O CD13 cc cg 0N. 00000 000 0 00000000 oo o - (D r r a0 AC IA 4= 00 ^^^ 00000000 000 O 00000000 00 f0 C 7 ll') (D O t 01 (7 CD Q. 0 m llll�nn) 1� OQ r V% U N O O o i • M • - 0 0 I- r L' m : 9 . IA L_ O O 0 0 0 CO 0 0 0 0) O O O 0 N O O it C) N N n0 (0 N v n. V) m cV i (vj r at O 0 I M m as W v) CLG SPACE .4 (p .. 0 0 0 N N N 0 0 0 (0 V' 01 t() N r 0 0 0 0 d 0 0 O m iio N M0000) N000 r 0)0000000 O -10-" 00 00000000D 6C)arn 05 ci0000000 00 • 0 0 0 r 0) 0 0 0 • B. 00 0 44))0'1) — 0• 1 01 CD C4 CV CV Tr_� 0�0 O N r 2p (I) M •t Nr( el Nv r 0V N N COOLING COI C • 00 CO N Mr 000 t1) (D O sa�t CO O 0) O OO ti O O 00 00 0(0(1) O 00 (D h 00 c+) 0) O N O 000) O O `0" 00 00i00000ui r- OR OR ^ O.Foi000C?0 00 CD w a0 r ss tf) t~D Z .1▪ 3 m O O O CO 0 N 0 0 0 co 8 0 3 0 0� 8 41 d 0 0 0 (D to Ea (0 15 0O G4) a O O O C3 CD O i 00 0 CD CD (0 r- n co O N 6O 00 (MO 0 m O r Al N (0 (0 V I: n N N ' 0.�pi 00 O V 0)(D 0000 01 00) NO (DO CO aJm '�t V'r O N00g Pa (D U) + N () Nri M I r N C N N O (0 v a o! a ✓ o A a ^ j ° ., coo jj 11 o= c m '0 o it c II 3 �, 0 m d N1 m, a 0- o co u o c,2 o W J -1 c= ("o - w m O 0 13 = o^ y o c yp V 1• ow. N2_ao .s ~v=ao c12u.axZcr b iti CA 4V • 0. 10 N Gross Total 0 0 0 0 Ps N N r o�u o= uoaaicc3 COOLING COIL SELECTION 0 0 0 300 W . o N 0 0 xL rn (00 gL. 0) 0 0 m N 0 O O (D C• u. t000 40 0 0 Lu 000 'a 0 0 . G N O U n (0 co d m um co 0. co c.) 0 C 1•- 0 r O O Al CD CD UD N co v,00 v X00 (o TRACE® Load 700 v2.3 calculated at 10:49 AM on 04/21/1999 EU co 8 V (0 .0 a) LL Cco 0 >. N00 RESTROOM TEMPERATURES molOOOO. -N =v)ciuiu 000 T■cDco.- 0)O co O' Mto co O0� m o EpP.Dc m o. u�,. u u-- AIRFLOWS 0)O O c0 O o 0 0 0 N A a) x C0 O 0 0 N •N N N 0 0 0 g0 N 0 t=0.2.2271. >Se)Ecti QQ • ENGINEERING CKS C O N VN O O 0 0) 7 X 0.- 0)0f0NO •GONCD.�h.- p c0 o a) N N .- c0 U g m g C C T o 0 cc a ° g s a �.. o O 0 v,mz HEATING COIL SELECTION O cM 000 O o 0 0 0 C U. 000000 (L cncDo000 O � E,g N 08000 N 0 0 >. t h 0. m 0 O a) 000 01).000 N.. 0 _ C o st ai 11 <a x r E 4, 'H a ci0 1- c o0 0 0000000 000 0 00000000 0 i9, oo00000000 000000000000 O u h— o o CD o 0 0 0 0 0 0 0 0 0 0 0 o 0 o o 0 0 0 0 a) .... 0.p N C= O O CV 000000 N 000 O O o 000000 QNi 0. v) CO )ri Sri ui V 4- V H T C =m H �o M C= 00 0 00000gq 000 0 �o 0 UR N M r) 0.ym .- r c N ca as v) v) 0 O 0 0 0 0 0 0 0 0 N O c.) h 0 0 0 O O O O O O O 0 0 0 0 0 0 0 0 M h o 0 0) 0 0 0 0 0 0 0 O �H �' od o 0006066 N W6 n Nddddod6 0 a)r- W z c, 0. 6 U ,a L 0) 8 N= 0 0 0 0 0 0 0 0 0 0 N N. O sr 0 0 N o cm 1.-„,s- 0) m"4- a) J C.) O co co L i x r t. C .L 00 0 00 O Qwm .J o W Q 1- 0= 0 0 N O O O 0 N O N o 0 0 0 D 0 0 to - O Qam 1 ti r.0 PI o 0 we Ma) U) m z 0 0 ..1 = O 0 0 0 0 0 0 0 0 0 N O O N t O 0 0 N } m .-a) 004. 0 e t c ." v v) WN. 17 7 0 o 0.7C " 114 ii . e,g al a 11 n. JV ° o a � 0 cD o c eer m W 2Q =S ... ce xm o o o U cyN ovh 30 oau.yS=1 •0 ili ( 0Ov)o:00 I! ':0 .'' 00 .- 000000.- a) f-.0 ((0p O.- NOOO a) O O =�\ 00 O 0000000 't 0)0 sf 01'. 000cc)0 0 O N 0 0 N 0 d o o 0 O N TZ M o O O N Nt 0 0 o c4 6 g CD r- a. O —. 0 0 0 0 0 0 0 0 0 0 M a) 0 N O.- N 0 o O r 0 013, (1) 0) cf) O CO CO ti 0 Zogg m u) N c() 0) ER co c I� H u) u) M cD 0) •t . a) o o O O N 00g.110 (0 O r r o t: ax. 0 0 41 0 co L1.o.Wrx COOLING COIL SELECTION W N O O x E N O O O) N U. 0100 m0 000d >u. MOO y 000 J o: a u, 0 0 MC 75). t0 o O 1u_ V,Oo m inoo 0 0 1. u. sp00 W O O 7.3 PA 1.; c O O N N O O ‚3"0 O Is-. O O h a) 0 0 a) h; 00 0 0 .= w V > E a o!9 1"- TRACE® Load 700 v2.3 calculated at 10:49 AM on 04/21/1999 0 0 0 re x c? 0) 9 H W 0 Ux 00 ti N x c,) 7 � oa z"? a 17 ov mw Zy W a N P. G) 6E2' c 0) � O Q) {DO 0 cn m CO N ^0 1- o 0) o~ v C 0 a ^x in .• 10 O0c(0 7 O C0 00(0 mg 0 ..• 0 O OJO 0 0 0~O n 0) 0.06 W 4 0 CD m co g0 0 0) m- 0 0 0 0 o O 00 00-1 'n p 0) a Po P) UJ 00(0 mg O O 0) CI . 2 00I.3 c M 00,00 (17.!3 O G�J CS.ZJ NO113 13S 1103 9N11003 5MCn0 M N 0 �%CnC ..} O A N 174 A (0 00 000 N -4 0 Cr) 0 1E101 ssoJE D m 2' N c( Z a O N? O o N N 0 N _n 'Q =n C , C 0) rt. CI 0 0 O 0 0 00 i N p CD CD CD 01 r ^ �p p7 0 O O O ?N 0 rW =73 .. = DO 0 0) y = d o on M oa y CD cD a D3^ C e.g. w I a II 0 0. II O V N V O y O 7C V In O U) CO -+ CD Ca N 0) 40 CD d m D3 0) A -+ N -+ _ y FI N N -COO (00 _(o p0��) COT W N 00)) ApQ '� .p V (T CO VA. -J CO -+ —O A W gp rs4 J -+ 0 ON N A N 0) -J -+ 00 0)N CO C O 00 7'T. CD eil 44 .74 Cp COT COT 00)) A N O co N.) N v v W O O N E 2 D 0 O ON 00 ON 0) O 0) CO 0)00 CO AO TID -' D O r tip W w r' N O 00 0 00 =.p. D .± .. Z J V O O -+-40w W N CJ -+ W j O~ �� O O -+ N N V A ( V-o O T N -+N W 4C+ co-44.m .W0Cb N0 mO Z 4N _ N0 � �O 0 0 0 A V O AN CT -+ O 0 N N CO 00 . O = ..0 J D _ . . • . . . I . . . 4 . W _ O O ()00093(00 y Q ) O N +OOOON -. O O-+ p O O W 0G C70) is) O 11 010 0000 -+0"J N 0W a Er p O 0 A O O O 0)-+0 CO A CO CA `J 000 -+V 0) -A N0 —,.' V )1V3d 1100 9N11003 On J ..A (0 J w (.3 0)0...4.-+0 . 0) (), v aD � -� H ' D o 011014M1.4 0) w_ O w oo w A 0 000N4NO A0000)OOVO000 �m(OD W3 co Ov co 0 00000000 co O (0 COO -' 0000(4,00) 0 O-+ p n O O 00060000 i» U)W iD -+ 600 CCDo 0 CD CO e. gr0 0 00000004 CT OCOO -'. 0000CD cD O 0'J ...n .. )IV3d 33VdS 910 men 0 0) m CD 4 w , o 0.1 00) 0 00 0 000 ON 00 CT 00 0 00 'g vD3 07 n J J 1 o.... w W •..• ..a 9.0. ... o) a) (i) O V6 ''^^ .pp VI V 00000000 O 000 V NO O 00000 A -O+ O SN PC O(0 O o 7000000 O 000 0000 N,OA) 0 0 -L0 p rJ o 000066006600 oobbAOOiJjO �i�0 O 0 0000000 O 000 0 000 CO'J O V COO ..... .,... 'O C N a C 31 .pz x c man. - = 0 W W y DoD-oOW- (A 00000(.) T 0 N 2. So co — 000 (0Nc0c�, 0 w3 O O O N O N m 00000(0 nn K DDOOOQ) < OOO W 0 Nm(0 NO110313S 1100 ONIIV3H Omo C) 0 c mg 0 W N p (.4 d 0 A 0 G CT tJ 00 -1 0 . N 0) 0 CO -+00(0 x I co 0 O a,, O (0 OOO 0 (0 S)10 9N11133NION3 0 CO _O) N pSO 00 000(0 V 0-40(0(0 x 0 0) U) L! DOOOOW OOCO SMOld211V G) n >7=CDm'Oa n w30E c 0 aopA33 -+ C7 0 03 -4 pa W C) iaCn(a'vtbc0(0 N -+ COO co ma SM21f11b213dW31 4 /VA paianM0d -ue3 sauaS TRACE® Load 700 v2.3 calculated at 10:49 AM on 04/2111999 o v C o N l7 n W PPP 6 G in 0001 w Si 0 m v 0 O J ▪ g n ■ b O O 0 CO m N O O 0 N 0 0 0 S 0 0 O 004 a3 O o N 00— mg 00(071 co o o A -n g O O 0 0 to X 004 O O O N o0W -n< 0 P0:".1 (0 00(0 T A CO 000) 3x 00(s c V NOI10313S 1100 9N11000 * 0 x 03 N =0,140 A W (0D -+V 00 V 0 COO CA 0 1E101 ssoi0 x<cmv00m Ng'OCgc, 0 *G )0tncn� • gZr• n Q(og3o-�'vmnliu o..� m Q W S�n+Z=DO m • a p `l o as 0 0 g 2 m o a I� o °: N C to ^' a 133 II y II 00 11 a a m Q a~ 03 0) ✓ o ✓ v 1 N 0a in 0) ((00 m 7 > Y1 ND 7 P. Cf ., n W q0 V 4..O -+ O W V W V CA r' m W A (O O O t0 V CO W C m C) (n O ca cn O O CO N CO 0 0 0 W V O 0 00 7" I" m CD X W—. ■ A A CO- -4 r. ■ N a' D 00 000) 00 003) co 0 N CAD A00 ON) 00 S(0 0 P3 CD r"' m 7' �� D -,o 0 0 0 0 0 0 s a q =_ z _ w CO _ _ _ _ 01 ▪ W W W N O ) 00 1a (di oe (901 W p ""4 Cn O O .P V O O) A (0(0(4 N C ▪ Z (7) O 0)0000 -+0 N 000 A 0▪ 000 V V O 0) 00 S -.m. A 0 v _ -w O Oto000Ch N0 O OW+c0 00000 -�00 O OO p n O 0.000 W00 U1 0(001 O)OO CD .0.. W-+ -+ CD CD O ET 7 O O 0000 V CD C3 U) 0 C -1 A 000 V CD O) 00 — re Wad 1109 ONI1000 CO O ■ CO ^( -+ (D (p 07 co ('y/1 'o D o (00 -olio ) V a~0 CD)1 0000 0 C Q' 0 0± N O OA -+ O (0 N V 0000 -L0) O 00 ? (0 m 0) (D 0v o W�0 ". N O 0 0 0 0 0 0 0 CO W O .A 00 co00000 N (071 O 00 0 0 Cn o 0000000: in CCoin iw000iai.)o) o O0 ae5►) 7 O 0000000 W N 00)0) cn O 00 (D W (9 O 00 ..—∎ 4V3d 30VdS 910 '0 '0 m m n () (0 m In co v -' m 0 co O 0 O W O 000 00)• 6000(0710 O 00 7' (7q W >0 0 = 1 i ....4 0 j al '(�i, � tea (;o t-0 00000000 O 000 (—D O O O CVO (On O V 00 7' N 7X0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 O 'p C m a C XMM3 R. R. x 5 man . = Z • L-4; r. (O (0 00, w N o P, cn 000(40P4(02. w 000iDCD nR- 0 O E m D_ O O O E O N �J 000(n ON m oo00000.71 g OOOCO,CVO r O 00(90 +T(D N01103139 1100 91411113H 0 N N p 00 0)(0 VO0)a 03(9 L)WioN7 OON(0(000 S 0 C (0 . O N (0D 0c0 S )40 9N11133N1ON3 0 "0 ...+ ■ h 0 0 CA 43 00000c.)10 co 00 G () OOOOVino O ca CD \E'7 O O O O 0) (D O (71 O O .°..- r7 >1Ognx3c; < 0 O O 003 CO CA.-. 0 0 003 N O N 000(0 x (0 m 00 C: 0 0 0 0 0 N O 0(0 SMO1 IthV NV3d 1103 ONI1V3H TTTMp'U Vl 7 7 7 CO 0 (D D M 0°30° 7C 0 �00D33 - +00N((00((00 Wn CO 0) 4J -+ 0 0.) 0 (0 00001(071 0071 000= m -+ 0 0 0300 -+(O S321f11VR13dVl31 • 'ail 'IeOluey3aiN dSd '9 swns>payo euoz - of-FD- co a Zw D) m m "o G) 0 b o D a O � ,'U Coo O • U (7 :U • O 0 m cn 60 V c0 N O 0 0 0 cn TRACE® Load 700 v2.3 calculated at 10:49 AM on 04121/1999 o 0Cn31 U • r. x r H M0 (� -+ d d -• 0 0 Co 0 0 07 N C) a b lu CV ND 00-. �Cl O O -• O? `1 N 0 N PP" (0 N 0 0 (0 7 1:3 0 O 0 0 01 3 P m n o o A -n i m 0 0 0 V CO 0043 -n oo..0. 3i 00tH Cr T1 O O O A co o o W m o0w 0 00-1 mg O O N 3 0043 cx NO113 13S 1100 ON11000 co 0 Y1 N 0 — 0 'n 0 m m O c(00 0 o c00 0 0 0 0 le;ol ssoi0 cn ,A,AA nov�(noc) 3 m <C 0 o e gm1n t E17mc - *G)G) c 0, 0= 4 N ZZy 'n0.(p nb U.y --I@ ,,, as N cn 5") ..c O y W 4 0 a 0 a N 0,- co O =tip O O C) O O 'O ,Or WSJ+ = =DO f O9 o a >> o 0 g CI Ca 11 v .°: N. ii a I( -n a a° N 11 y 0 rt V N V O, a O m M O N C O. N a (D (D :-.1 o >3 .� N :7 co N -+ co 50 -+ 4 O_. O -, W ON O�0 -+ W OCD O 06(611 0000000 0 00 7'( 0 m CD 73 N �+ -2. - N N W N r c0 O j N, N 07 CO Q' D 0 CD O V 00 00o (31 O Cn 0) 000 - 00 S cD -1 N fD co r mD 00 0 0 0 c� ri W N 1D N N N 0 0 ((10�..11 1 (n 0 A 07 01 0 0 Z V O J W C) CD A O 01 001(0 000000 -. 00 7' n• O m O OdDODOOA W FD c) o g3 F3 N 000000 N CD F3 0 0 O 0 in <D 0 0 0 W O W O N 0) A O O O O O O A O O p O Omin00 W V O aD O m A 000000 A 00 -.* D 0 CO h c. A V A A 11V3d 1103 01%1003 0) CD O O 0 0 (0 N _+ c A .4 O N O -' -` (0N Co t"-. v W O V COD O A (31 0 0 0 0 0 0 0 0 0 0 7' f D 0OD 0 "o Pi 000000 N cm71 O N W 0000000 O 00 0n O 0 -+ 0 0 0 0 -+ V 0 U 1 -+ 0 0 0 0 0 0 0600 c Eir 0 0 W O O O 0 W CO 0 0) co 0 0 0 0 0 0 0 0 0 0 Oo 0± O O W — V )1V3d 33VdS 010 0) 0 0 37 do co tfi 0 J 0 0 00 O 000 0000000 0 00 \I O O. W FWDp W (n '0 co co A 00000000 O 000 A 000000 A 00 m- (0fl 7a(' -. _, J 0 ID CD CD 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 d d o 0 0 0 0 0 0 0 0 0 0 O O O O 0 0 0 0 0 0 0 0 0 0 \ Er 0 O 00000000 O 000 0000000 0 00 pC 1X0 C N 1D rt 3 N= x 7 co 0 a 0 a co OOOUIONco n A CD 00030-4 0 . A D' 0000moo)3 • 000pi5Dtnn m 0000003 m g. 00000 000 W 000 ua NOI10313S 1100 ONIIV3H OCO 0 C7 a 7 0 n sr 0 0 0 0) 00 0 5 O A 0) V V0(p w CD O O C, 0 V v 0 (o S)I3 O■I2133NION3 0 0 0 A A A A = 0 0 0 0117000O(.0 0 1 2 C 0 0 0 0 0 00) 0 0(O SMO1d2II V )IV3d 1103 ONIIV3H >>7(�D( �D 0300 = W D 003 OOAcVOSDW0 'CO 0) (a A 01 0) 0(G -+0)m V o0ocncncn -•? N- h000OOOOm S32IfIiV2I3dW31 swnspayo euoz cu Er (D "a Z 01 3 ca L) 6 o C) f_ 0 cu o Coo 0 0 0 m c) cn CO ((00 I1 0 0 TRACE® Load 700 v2.3 calculated at 10:49 AM on 04/21/1999 N N N 000) coo o aP 0 co. J D oo"4 §‘a P 00A fl (^p (°274 m 0 o W 11 g O O AUj _ 00U) CTI) O O O (D 0 0 W 11 < N O O W O co 0 0 V T g O O N j 2 000) o' N0113313S 1103 ONI1000 G z rTT1 u N 0 1.4 0 N CO CO O W O O 03 0 0 0 0 le;o1 SSO19 C si v (0 x < 7 (0 C 7 (0 4 N C .0o f"O /FS = C • c Z 2 d y o W Er IT n1 m 1 to gD co O x 1 * 0 G) :U CO CA ? W(=Dfn p(=DxDa �' °�'om aim °' O °r di -o v °.: N; C °: c n. II N 11 °O n 0. ° co w m 0. ti CO 0 V V () 0 D N N m m y 7 >3 N A P W t ti (00 W 0(D 00) CD 0000000 O 00 ) co c N m .Z1 o m _' ", CO N t* O 0 0 W 00 0(D A 0 A (WO 000 (W0 • 00 �(0 `-c- > a3 co fD CO N f E ° D co O 0 00 O O 0 .,.. ; _ 03 V A \ J O I W U) A J - J -4 W(�1 NN 03 Wo Z 0)A UO)) O W W OO.A NO (O c, P3 (0000000 CO CD C) 2. �.0. V 013 A O W A W J J r -om O O o7 OD O O A W O (O O (D O IV 0 0 0 0 0 0 N 0 0 o 0 O O O(D 000 W 0 CO ON0 ,p 000000 AA 00 c b';'» O 00)(1(00 CO VO CO ONO) A000000 A 00 7. 1d3d 1103 01411003 A W A O O 0 O N N (0 (1) 07 N Ul W O CO N 0 0W A 0 0 0 0 0 0 0 0 0 00 N OOOON (0)) O N CO 0000000 O 00 O O J O 000 -1 O in J O O O O O O O O O O 0 0 W O O O 0 W A O 0) CO 0 0 0 0 0 0 0 0 0 0 Om - . (0 - 1 " efira IV d 33VdS 910 CO CI) 961 y (OD (0 c CO M 0) o c o 000 0000000 0 00 x(31 or 0 �m - o J J K0 0 cn -13 J J 0) 00000000 O 000 OWO 000000 C 00 �N 0 O 0 0 0 0 0 0 0 0 0 O O O O 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 O m 0x7:1"0 C 03) • — a N S X 7 7 =I; "' _ (a d 00 000 -IO=+0 0) 00002003 00 -. J O o 0 CO 0 (OD7 J 0) O OO(In ON 000000) (n V 0 o O o 0 000 CA) 00O m0 NO110313S 1103 ONI1V3H 0 0 0)0 FD 0SL O A 000P (DA 0) VVO(p w m O O O(+, O VW -1 0( 0 S)I3 ONI2133NION3 0 -O J -.1 CD 0000000000 o n 0 0 0 0 0 0 0 O O O c 0 0 0 0 0 0 0 0 O O D7Jart?)30) < xgi • .- 0 0 CO 03 03 Co 7 0 0 0 (D CO 0 t0 0 t0 (0 2 co 6) J C O O O O O cop O O(0 SM01d211V )Ib3d 1100 ONIIV3H 7 7 7 tD ° n Ca Cr.m 3 00 -+ o c (I) 9) 94 C) 0)07(9.0- O) OO O 0: 0 0 0 (1) t1- 0) .t10i T N 00 000000(0 S32In1V3dW31 •0ui 'ie0iueipaW dSd A8 swnsvatm auoz 00 w c% Z m m O 0d v 00 • n X1 • O L 0 cn 6 co N O I= O 0 co TRACE® Load 700 v2.3 calculated at 10:49 AM on 04/21/1999 O 1p C 0) Et < x E (0� A O o A N 0 0 01 N 0 O) (to P P (0 n o o o o 0 W N 0 0 (r) W N 0 o iO :- P 0. ▪ 0 • D 00 coo 3 a oo,no) 00pp0�� m (^0 P P Ja 0 00i 'T1g O O N = 52 O O-+ V;0 N O co O 0 ) 0 0 W '11 co O V W C7O,N -n O O A = 2 NO110313S 1100 9NI1000 5,73m -c) 6) =-0,140 --w� -1 (0 • (0 0) 0) 0000000 0 0 0 0 lelol ssoio 00 1 <�� OfD §. off ^▪ tn7 00 (nfn� =)4 C1 rm 5 C W 1O O C _1 -42:). —^ O x< c 0I _ 7 10o o m ii' d o@ o 0cn co n m m� W(=otno� =DoOi �' ooi�� p� °y —o 0or '0 v rd. N x' °' 0 Q. ii 0. 0 0 0. co. 001 co N O'0 V N V O, Cl. O N N (a c o. N 01 co co O >. 3N 1 .. .) 0 W O W .0 0 ON O (00 )0 0000000 O 00 rno W m 73 f!4 W W co O O N co 0 in (0 (0 Cr D O0 00 ON 0 0 CO CO 000 CO O0 7'm -' 0 0 00 w f o CO — c Si D , o 0o 0 o 0 ar. =; _ ?? CO W ..a i i — W (W 0 Cu) W 0 J O O - 0) 00 0) ° v� 0(01000- W0 O (00 -A+O co 000000 CO 00 7'� r y i 0-o - _ (0 O OU10000)00 (00 A uaA 10▪ 000000 <0 00 0 A O O C n 0 0 0 kJ G) O iv O in V V 0 0 0 O O O V Co O p g' , 0 001 0 O U1 .c. 0 0) -+OD'J - +000000 -+ 00 -.... )IV3d 1100 ON11000 co co tv W Oo W W (J W co y.0 V 0 A -+ 0NO O (O -+ 0000000 O 00 7'(p W CO V 0 'O w — O i O0000000 W 00) (Ao. -.P 0000000 O 00 0 0 V O 000OO C3 CD V N Cn VtO C]OCoo C7 CD CD O C3 CD —.at; EP j 0 O O O O O O O N CO (J 1 co O 0 0 0 0 0 0 0 O O O .... - r r )I1/3d 301MS 910 co N d 0) O 0 N N O (0 Q) W (D 03 O V O O BI O 000 6600000 O 00 C7' co or AA0 W 2 -+ i W O - O o 113 11D V/ WM CD ua 000 00000000 O 000 0)600000 000 00 S (/) 70C O O O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 n O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 u w 7 0 00000000 O 000 0000000 O 00 —r+ O p((0 C o3i x 5 00) ✓ v m .ON) 000 co c▪ o Co W f) 0) 0000)00>• co. oa 00000°0 -,)3 000(71 FD $3, m 000o0oo-na O O O O co N 000 co O-+ 'n (0 NO110313S 1100 9NILV3H Z W N 0 A e o • a ; m . 0 .c m A N 0 O V V VOA O ACDW00))(00Al0 .1+ m W O a. in 0 - ((0 0 t S)I0 9NI2I33NI0N3 D�11�3tng< C Pc CD C 4i12 x y C O -^ 4 7 r. 0 0 OAo 0) 0) Co 00 0-+0 -+0010 s AA 0 J Oi O 00000° -�)0Oc SMO1d2IIt/ 41/3d 1100 ON11H3H 777eM °a -11 W3gC 7 0 CJv 03 Cn W O 0000 0 (O 00P$A0J1(OJIN".i -Ti 71 0 •Oul 'Ie3iuegoaw dSd A8 swnsvay3 auoz O -13 g 25:1. Z0) 0) 3 m -DO 0 -0 2 D m vx 000 .Z1 • O L m Cn (0 co 0 .i7 0 0 0 N TRACE® Load 700 v2.3 calculated at 10:49 AM on 04/21/1999 o •ocw v +x N g_00 omE O PPP (n 00(31 (1) e C) 0) 03 CT 0 0 in 0001 W� 00W O O A C) O _b O O W O O A 7 o o A mg 0) O 00-4 to 00(.3 'r1 pot,. �Y 0001 o-23 r oho co cu 00 W -n< CD pow W 0O1.4 11 W (0 pop j x 003..) 6-73 N0110313S 1103 ONI1000 * fil •) T E'-'8 MAO 0 0) 0 0 0 0 0 0 0 lelol ssoi0 cn m O.. �( Cc0m c cOm cn ��r ^▪ C�3�'17�G7G7 � cnt/» • C 0a) —.o r*•° or- v rn o i(D a =� 7 m m m o 4. 4" m Cl. 0) 0 x. m 'r1 0. 7 0 C 7 o a= (0 y2 -n -. -. O fis ..1 m,N.0m7�or 0 ONwo@•r000000 m.<400M(1)0-111/11 x O �' d. Toa.m w nOOr 11 II w 'O °:N,C n:D' y II 7O CL -, a ' d 0) • CO -9 v v O. Om N o N cm ' 0) m m =i r=n Do n W N N CA +4 0 cri •. O ((1 0 OP -+ 0 -1. 0000000000 S�N gt O_ z in GI 7(co 0 Wan 0 O 0-J 0 0 0441.0 A V 000 V 0 0 =CD =1 D i O ro co m CO 7 D 3 O O 00 0 00 5- -, �_ 1 0) O CO - N W N ((..pper�1 p3� V.0. 0,1(710001.-..00)0-.4W W V 0 00000 V ▪ 00 5 -;� ■ V - _ 0'9 _ 0 0 p 000000.0 C.3 O •((00 O (WDO 0)0 0 0 O O 0 N O 0 p (� O 0 0 <D 0 o 0 W b co o N Q) ,p, 0 0 b o 0 0, p o 0 e 0 0 0 0)(100 W V 0 00 0�0) .0 000000.0 00 r•. 0 1 — '' to (Coll •p D p In ro .. F. 0 ((0 03 0.0.41. 0000000 0 00 ili W n CO v_ NN _ O( W.., ro O O O N 0 0 0 0 N (0 )1 O N W 00000000p0 o n V T o 0o boob:+ �1 oal -• 0000b000 oo .-.o Er, 0 0 0wo000W .0 00)03 0 000000 0 00 00 � w w C W O OW O 000 b000000 0 00 7'(3) N. DO Esm W 2 0 c ▪ 0 (n O J O O 0 0 •p C m 0 , C 00)) 5 =w - (0 x 0 0) .3 00P4ob03-. aD 000- Lo.1a`Z 0 000.9092 a 000v10ul m o000000T1 00000 < 000 W 003'11(0 NO110313S 1103 ONIIV3H d_o Co Wp• m ro 00000000 O 000 Z./600000W 00 0 (D x W 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (D 0 0 00000000 O 000 0000000 <D o0 00000000 O 000 0-00..0.0. �,.. Z Mal 0 ' O ▪ O "Om 7 .� 0 g 0 0 .00)0002 b, 0. 0) P (71 A 0) V -.1 0 (0 x co O 0 0, iv 0 ..1 V 0 (0 S)10 ON11133NION3 0 O 0 0 00 0 0 0 0(0 x 0 0) 00000 -400(0 SMOld2IIV 11'11'1 717 cn 7 7 7 0 (D (D > >. -" 3 0 C C 0 0003 9 -+ PP 00) W ?00030(0 A (00((0 W 0 0000)01•U01- N -+ o O 030003(0 S321f11tRI3dW31 -n 7' N 0 TRACE® Load 700 v2.3 calculated at 10:49 AM on 04/21/1999 o v C P. P OOP 0 (T 0oC7( N �* C) 0) 1, U) o O Ct) f) 1)1 0001 CO 74: N co to 0OW CO0) 000 7'1? c) 0 0 0 W a 000 m 7 OoA 'nom 1 cn O O 0 V ooW '11g O O A qi 5E o001 o- 7J 000 or at 00W '11< O O W W co o -J 11 g O 0 N O O W o- itJ N0113 13S 1100 9■11003 * 0 rn 03 11 ? = 0 � A. O 0 0 01 0 0 0 - 0 0 0 Ei 0 0 0 0 y N.D 03 0 co 7=D <C (0 CID 0 g- oC ^(n3�11'o *G)6) 3 03 03 4 =' zSy T0. to E. 0v° o3i 4a N WS;Um•= =Do (1-7 a m a> 7 0 0 nNo °.' N °.: d ' II o. II 0 d. a. N D. O. 0 00) V N (3 'O .. V H V o N to (0 0) 0 CD N 0) co CD 7 F D o C) W �1 to N W +9 0 lx O C1 OA -+OVA 0000000000 Sr CCD O_ z cn G) 3 o C) • ' co n 0 O 0v 00 0A A O A 01 000 V 00 7' W. D 0 `o 73 CO Ill ;_ CD D I-. W (D O = O 00 O 0 0 7'.7.' 1 = .J 7 0) N CO NQQ�� CO NA AW W 0033A N 01 WD Z cn O) O V Cn00 CT1- 0 Cr) OW U7 ^4 000000 V 00 7 �,�. V O 'o .A. _ ID O p0o0)00 . W O C0 OcNWO0 ppN 000000 .jNpa OO 0 n O 0 0) 0 0 0 W v 0 COD O N CD 4. 0 0 0 0 0 0 4. 0 0 ° 7 co 0 re 0 cn 1 0 N 0) 0O Vi CC:: O+ C O COD CO CD 44 0000000 O 00 g N 031! D 0 _' ■N _ _ ON w` 7m O O O N O O O O N cn O N W 0 0 0 0 0 0 0 0 0 0 o n v L O o 0 -+0000 :I O0) - 0000000 o 00 e Er j Y O O 0 W 0 0 0 0 G) A O CO CO 0 0 0 0 0 0 0 O O O .. A N 0) 'O 'a 0) 0) CCDD 10D CV i CO CD CD Q W w o 0 wo 000 bb o 0 O 00000 s (73 G) G) 6, + A 1 0 cn - O o 00 OD W t0 N W 00000000 O 000 W 000 000 W 00 E N 7�(' s 0 N O0 0 0 0 0 0 0 0 0 o O O 0 0 0 0 0 0 0 (00 O O 0 n O 00000000 0 000 0000000 CD o0 at s' O 0000000 o O 000 0 -4 00000 CO 00 '. 'Ti T1 f1 O moo ((0 '6D C 003 r. m C<D 3 CD CD 2 .. :w '. CO (D 0 0) v d 000 00 W Co 0 0 0 + O V: r 0_ 0 op 'OJ O V 000t�nocoi, m o0CCCCD-nre CD C) CT < 0000)0 D -n(o NOI10313S 1103 ONI1V3H ZW(n0 no 9 3.� 0 0 .0 m 0 )0)000° (A0))co V0(3 h P 5C1:)) L, O tv 0 L S)13 ONI2133NI0N3 Dorm w5< x a G.. a Ft y 3 g,+� 0 0 00 "4 "4 o v °0 "4 0 co 0) r t= 00000 "400(3 SMO1d211V 70 W '0 W 7 7 7 CD ((0 fD D WEgE 00 OD0)L.) co co 0(0 000tnv)tr�S N- +00000) 00(C S321l1V213dW31 TRACE® Load 700 v2.3 calculated at 10:49 AM on 04/21/1999 �I O > C) 7 • co W O O W CO 0 0 (D rn oorn (V 00N W 0 a o .0. W d O O . O - c ▪ D 00(31 3 a CA O O ((00 11" 00(0 o-73 co 0 00 oo( - n< O O J 0) 0 0 V -n ca 00,(4")) 0 0 0) Er- NO110313S 1103 ONI1000 7a 51•U n Al O .n ... 00 1 10 • -CD 0 0 0 0 0 00 0 0 1E101 ssoiO ,'3) fn O z N c zi'^-na' tr °o �� ° El. -0 y o,■e ce .611:4 d OANmo0 0 Fi''D�oramcas° C C)mm13 W =X� =?Do m 0 11) c o o� nl/�1D 0 0 0 I• A M CA Fl A" gok 0 °' II °• jj a O. � D. d am' nOi co V (0 Ii V W W W 03 W .3 Cn -3 A (D V A O 0.01 O N CO 0000000 0 00 7't* (D z cn G) co xi n co W (0 m m Oa ET 0) tn O (D y D3 0 4. _W yr. 0 0 E W n O (A o 0 cn (0 "co '0) 0) W a a 0 w 00) 00 0� A o A con 000 D0) 00 sIDD =; D r O '0 73 co m a 1 �oD \o T` 0 00 0 o O s »:=1 =± CO .r i i i \ i PI -+ W0) V W 0) V 0 0 VN NN A Ni U01 (0 .NP. ((00 A O 0 C O - Z N 000000 Cn00 0 Cn 00 V (1000000 (J) 00 7' -;► V i 0 -0 i _ NN N O 01 0000)4" O ((0 ONO A V N000000 N 00 n O o00bb V W O (D 00-+ (D0 00O00 ttp� 00 \° O 000000)(D0 -+ 0)O(D 4"000000 4" 00 v•gpp W O W W 4) N 'C O p (Ii W Q � -0 (OD 0 O(0 O (4"n -N+4" 0000000 O 00 7'ID (0 �:1 a V n •-• A W O 0009)000(7101 A 4" O) 000000p0 0 0 o C 7 V m o O o O o 0 0 0 0 O I V 1. N O O o 0 0 0 o b o b \ j 0 0 0 0 0 0 0 0 0 0 (D W (D 0 0 0 0 0 0 0 0 0 0 .. r y Go cn 03 CO D) N N O O (11) co 0yS OV o O V O 0 o 0 b 0 o 0 0 0 o 0 0 0 7• co x > o Z ' 0 i � / i \ / o- 2. o\ 0^ i 1 (D tD (D ,� N al rn V 00000000 0 000 V ▪ 000000 -1 • 00 7'N 70(' L' i J O 7C .11 4) O 0000009)00009) 000000009)9) p n O 0 0000000 0 000 0000000 0 00 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 •o C o N C co 3 ID • co co Ix fa so 7 =ti cc (0 0 d co ▪ Oo0- +O:"4co n • 03 000ia0(1) 0 n) o Q. D 000oo.i� 0o0 aO,((31 m 0000000 "n K O O O N < O O 000 W 0(3 11 CO NOI13313S 1103 ONIIV3H 0 (n W 000 A O N G (� S. 01 03 con -O+A (n(0 S co tD o C 0 0) 33. 0 (o S)13 ONI 133NIJN3 Dmg1z ' < 5 3 N C n =� 0 "in i i O (D 4.) (0)) (33 (ND O o O V O V 0 0( O N i pJ o a. 0 0 0 0 o V O 0(o SMO1A21IV -n-n- l7:173 v_(n > > > (D CD (D D -•1 1 030 " 1:3 c m M -+000(V0,(VD V1 00 0 (9 IV co co 010 ooth01O !...1 rn 0 N -+ 0 O a0 03 n)t0 N 1 0 y • 0 co m 'TI (D co 2 • y c 0 0 Q� m a. co A Z w m 3 r;O �ro 0 7' 0 to °00 • b 0 m --1 (D V (D _N .i1 O c) f" O N TRACE® Load 700 v2.3 calculated at 10:49 AM on 04/21/1999 0 'O C d 5"i "x <o' N K e o 000 c 01 o O 01 N 0 0) 0 to O o 171 3 0 o o 0 W N m N 000) W on+ o o A 7 oo2 m O O A nn O O V C0 0041 'f1 OO -4 (0 OOUI Q2 al r 000 a co O O W m N 0 0 W CO 00 L1 't1il O O N 3 _ 004) C1'r73 NOI13313S 1103 ONf000 0 4110) =1 0 m 0 'T 1 • O) 0) O O O O O 0 0 0 0 o § a O N N 0 N N -- .: P<vmvO1D'C 13 r". °cEr51 m�G)G)a 0) co 4 =' C Z 11 — 7 � 0 H y a y c� y (N/1 =mo o sign$0,02==r0 47 0=0°000 o o_ �I ••' " D 1 Q. I I ° o ° a 0.63 Q , oDi Dpi 0) �'C K v N V 0 Om o) (0 C 0. (D 1 ran Do 0 A) ((}}�� N r.1 W+ o 0 CO)1 A N(pp j CO W N C d n 0 0 01 0 A 0 V. 0 0 0 0 0 0 0 0 0 0 = r 0 r Z 0 0 m 0 0o Q D 0 N3 or NI O O V CD CD OA .NAP O . V 00 0 J 00 S(0 0 r 0 b 73 C0 r) N O r O 00 O O O W g:?:' �1 V- (3 1 N 4) N pp�� 01 A 0) NA A W W -tea' .A � (-71 �� Z V °) 0 -(1100(71 -+O 0!) 0 V (0 V 00000 0 - 00 7' m. V 0 ,D A D A _ O OOD0Oo0A0)0 (D O0 O N 0 0 0 0 0 0 N FD !D 00 0 • O o 0)(0000 W O CO 0 4N °) A oO G)o00 4% 00 a S• = 0 0 0) p1 0 0 W V O CO 0 NJ O) 4. 0 0 0 0 0 0 4% 0 0 .. T 01 N Q) IN W O (fOO CO 0 . A 0 r 0 wy.y >0 0 Cf 0000000 0 00 7' (p (CD 03:7 V lil 0 N co `O V Y X J O c) CD OOOON of ON W 000000 O O CD F3 o ° O G O-+ O O 0 O-+ V o cri -+ 0 00 000 0 0 CD C3 a g? O OOW 000041 A 00) CO 0000000 O CD CD W Co 47 00000000 O 000 W 000000 41 00 7'a >>r co .(n x d± Z O 0 W 0 000 ) (5 0 0 0 0 0 O O O N - C 03 0 n O ° .+ 00 cx,N CO 13 (D 0 '0 7C "I% (D O 000000000000 0 0 0 0 0 0 0 (O O O o n 00000000 O 000 000000 O (3 00 \5i' j 00000000 O 000 0- +00000 CO 00 ,.. O O 'p C (4D C 03) N x < to 0. c" '+ 1113 (0 0001,.0 00 000-+o 0 a O O O V 0 V 3 o00(ip N m 000000D')1 .. O O O O O -+ V < CD 0 CD Co4 CD co m(0 NO110313S 1100 ONIIV3H oZ m 43 o m 7 0 7 .o O 7 (D n p�rnto 0 o00 OD cn FD Er (11 A O) VV 0(0 W N O O e; O V V o co S)13 ONR133NION3 D24n23Co < x3 c�� C) 0 0 00VVOV0VCO 2 CD J 0 0 0 0 0 V 0 010 SMO1 fdIV maim 33 XI 7 o (D W3D3 4 00 1n mo 3 Oo0)0)AOoco00) CO CD o 5Dcnco,(°)n=22 IV -+ o 0 CO co ODEr S3Hf11tl213dW31 o -o N ula z0) m .. o L7 o a^ o O U (7 .i) ' O c. C) Cn 6 V co 2 0 n 'r V, TRACE® Load 700 v2.3 calculated at 10:49 AM on 04/21/1999 o occ3i •• x 6 � (0m 0O -' E O O O N N �+ C) 0) 0 A O O A g+ 2 00 0003 ?+G en co 7 N 00-+ W 03 000 S11 0 0 CO 0 0 0 A g 3 003 O 0 W 0 0 0P 001.) O 0) 0 0 (0 W O O O D 1 oo(a T< O O (D W 0 0 J T cc) 24 O O N _ 0003 NOI10313S 1103 ONI1000 at 0) 011.40 Q.A. A U)W O 00) cn (D O cn 0) 0 le;ol SSOJ9 0 N .D N m -°gn02 JNO0 if m mc•*.1j ��a�oS3a- v�dyNO��(o o, czT �na v o .,_ o m=%iM2oDom m am" 1 :30onV)o rit - °: N sr°:y' G II d 11 7 0 adm ° o 0 o N 11 c — � y v o a �- V� N 7 'O N N O CO O. /.) 0) (0 co =I 7 V) Do (0 A W (71 A + .� Go A -+ O A N A -) 03 r d co A O O N 003 00(00 Co W 0000 V -. O 00 E re ID O (D Xi 3 CD O A ((31 Co 03 re 03 0 A N E a D 0 O O A 0 0 O N (D 0 (D V CO 0 0 (D 0 0 S (D R D 0 r m 0° DI f ca o 0 0 0 0 0 r. 7. WW w� is -+ W A W 0) A -+ -+ O 0 0) 0) 0) (0 A A V -+ co o y v' (n A A 0) N (31 ■I 0) A (O O) (n c Z CO 0 A 000 (D-+0 V 00 V (1000 W V— CO 00 5- ,0.. V 0'0 A (D N) CA O V O O O V O -+ O A 01 W O O O O W N V O O 0 n O 00000- +Wo0)OJ0 W000W031J0'00 a a0 O O ■.1000 . -+O M O W N 000003 V 0) N 00 ... )IV3d 1103 ONI1000 N o N -+ a) y 9 00 W (0)) N 00)pp0)p -CO AV WSn oz N O O CO N 0 (0 A 0 0 000 Co N O 00 S (D (D 03:1 O b CO f0 -1. j 0 (D O000Og00 A ON) O -- N+U) 0)000 ON (W)) O 00 o° A O CCoo Cooio to o (9N 4a0CD CJob, 0 00 a i g O 0000000 V 0) O CO A 0)0000(0 .40 00 �,M )fV3d 30VdS 013 N N 03 01 N 10 O A. W _s s W A N O CD C3 o Na o 000 0000000 o 0O ='0 A' >0 J _ J ...1 n Fn-... . Q j u, b a) f/1 'O O O O 0 O O O O O 000 N 0 o o co 00 O 00 7' N Dr 0 O C N C 03) -a=,.›, N co 7 z; p.,. K(0 UD 0 d N OOOiS)O W n. J 000.003 0 A (f D 0 0 0 V 0 0 3 a 0000)00) m 0 0 0 0 0 03 '1) 0 0 0 0 0 0 < 000 Col CDN91(G N0110313S 1103 ONI1V3H 0 'o Ol O O O co O O O O O 0 0 0 0 o 0 0 W A 0 N O O 0 n 00000000 0 000 0000Nwo A o0 o ET= Cl 0 0 0 0 0 0 0 0 0 0 O O O O O W -+ O W O O ... r. P wpo(1 0 o 3 � o ID 0 N 4) 0 CD CD N3 (0 003 0) 7` "5" co co W N 4)0(O S • in 01 Mt O N W o S)43 ONI J33NION3 D71r11MECn3 < X3dC =v' -�3+ c _s�z,� C) 0 0 0 0 A 0 0 0 0 A m 01 or A ID 0 0 0 0 0 0 0 0(O SMO1d2IIV )IV3d 1103 ONI1V3H >>a0(3? o.— a94 >3 3 03 O) (9(903 030(0 CD 00 0 33 V0i 10i N -+0003 W N(G S32IfLLd213dIA131 vv N a. 1a Zd m 3 P m '0 0 S V 73 0 O o r0n A' O L rn c) cn (�D m G) Ix A O TRACE® Load 700 v2.3 calculated at 10:49 AM on 04/21/1999 -1 0 > 3 0 v c d w c 5 iii (D 7 U2 m N 0001 co �* 0 0 - 0 e) •- 0 O 0 0 gq`� W (0 7 N 0 0 'W.I W 0) O O (Ji S P C) 0 03 D 000 3 a oo(VD 7 7 0000 flr O O W N OOA m O O V qi 0001 CT A O O O (g 0 0 W m co co O 0 OOtM -ng 0 0 0 Q A NO110313S 1100 9NI1000 * A rn •u T1 N 0'n�O -11 '1 7 ca 0) 0) 0004000 1E101 SSOJ9 N N O d 0 00) 0 \o 0 y ' m %1<cc me c0(n cn 3'or�cn5m 'O Oo A come C c ZSd-n aw Cr 0v0 Ny°-h04' NN -O••`G,GO O w nWm73 0r0 m rQo•a0 oncnnm N.O mZ.U'.==DO ai 0�g >>OO g noc ii m co N °: � ° 17 C ii °o aad a o a 0) cD gun M v H o v v N c0c m m _1 7 D3 �m N-' O . O) -+ N + lo --....a)--A-031.3 J A O O 00)) 00) -V+ N (.4 -N+ 0000 (OD N O 00 7'i° ((0 ■ J J J ftA ■• CD W r CWD N CT - - 00) -A N E D'> 0 V 0 Co O O O 0) W O W 0o O O O co O O S M =i • D 0 CO r(Io co�D g 0 0 O O O E Az CO (D 1 i o A W A Gi N W -a QQ�� 1) O W -CO -+ W A CD -' O IV J co O .p, A C71 N A. (a O V -+ N (0 -� O CT CA C Z CJt 00o0000) Coo (O -+NU) 00000 (D N 0) 00 S� ti. V 0 '0 _ m O O W 000(0 -JO .ONO (ON CO V OOOON O A 00 p ro O CO)OCCO(D0 CJf i0L A COON O CO N 00 0 E O O 0) 0 00 (O (00 N () N -+ Cr 0000)00 O -+ 00 NV3d 1103 ONI1000 Co r as N fl .� Co Oo A N -� _` D W 0) N N 0� ' O CO V V -+ N C ID ID v= W O 00) 0) -+ N W - +0000(D N 0 00 S(D @ W (D 0M J O O O O O O O O W ON) W (D W O O O O O N V 0 0 0 0 n A O 0000000 V -• Alp 00 - +C000�1 A O 00 \ °�� O 000000OW N W A 01 (J) 00000) O 0 00 .o.. —... NV3d 33VdS 913 49 co d N _. _. i mm Cn A A N -0 07 ONO O OOWO 000c 0000000000 7'9 O` .+ OO A. W 07 N'0 co to V 0 00 000 00 0 000 V 00000)00 0 00 7'N X' 0-o (D 0 0 0 0 0 0 0 0 0 0 0 0 0 OOOO WCVOO V OO p n O 00000000 0 000 0000-40)) O 00) 00 ° Er .7. 9 0SA'0>3 0 v0C( a0 S X 3 <—M0= 9 Z °; ^0:(n = K d 0) d 0 000(bor'W (D 0000)00) S` C) O_ N O) C0 D 00000 V 7' -A PPP CTON 111 0000003 71 r. PPP 0 0 0 oo0W 0 N'n10 NO110313S 1103 9NI1V31-1 Z W" 3 A e 0 •* a 10 :r +(n D o -IOOa o 17 c (o p W 0 O 00)- N(3— -+N0 V V 7 N0)0) W VO)(O S (o as ((00 N ..... .+ C 7 -+ V 0 CO SN3 9N12133NI9N3 D:Unn ,33cn3. < x3�c co -'� 0 0 0 A0W) 0 A7 000V 0V00(O Z co 00)) 7 O co O O 0 V O 0(O SMO1d2i1V NV3d 1103 ONILV3H 7 > 7 m m aT A -n03� c 7 0 0.ag03 c W o' 3 - +00(v0(VD CVOW C± CO 0) W 0o 0o CO O cif +0)0)03 OOO9)5TU)0= N.- +00000 ('3(O S32If11V l3dW31 11 71 - 0 -3u1 'IeOiueg3aw ISd A8 suans )IOayO auoz 03 It a ZZ m m m m ,n �a 0 F0 Oro D? 0000 U n O L rn 0, cn 6 (0 N 0 I= 0 0 F 0 0, TRACE@ Load 700 v2.3 calculated at 10:49 AM on 04/21/1999 w PPP S-+ A 00 A (n Er 0 m T) O OOP 0 0 0 (0 m- - (0 q cn (D 000 W CC)) 00:^3 7'. W 0007 0 D Ra ,(w 7 w m oo 0003 mg , O O N 0 004:. T O O Vup RE S S 0001 cr 23 CD Ooo 0 0 W 00 00 al 0 IV O O A 0000 NO110313S 1100 9N11003 mexWEr =07140 ) 0 .,,— w 0) 0)) (CDN O O (n N W 0) 0 00) 0 IMO .11. ssoa9 D cn t ro n00RP; o f cn ;'ori cn if, g:1?ii2El o 225' s. cciS t/)'0m SDoroi °= w • T a= y a 0 0 r 0 v H 7 .0 '• V N V Og y O N H O cm Fii m m co =I _ 0 Dm P NJ NJ CO - 0 0 1 - . -+ pp O 'f .fl N - , w O w -• in A A iN r) 0 O 0 ((0 OD NN CO (OT00 00(0 C) 0 00 'r 0 0 m 73 J J J -+ _. y .A co r DI N3 N N 0) 00 co O v C a > 0 00) 00 0(D A O A A Co00 CO 00 7' W=r ), ci X 1213 0 w (rD ro D 30 0 0o 0 0 0 7'K7 CO (0 N N 0 O -+ ww •.• .91 N.) 03 (0 (n (D W V 0 W CJ A - (0 4 V 030 • A A C.4 N (I( w (1) V -+ C) -+ 0 A A -• C (0 O CO 000 (000 N NNO (D OO 003 (D CD 0) 00 ' B. a) 0 -0 _ 0 0 O WOOO(o000 co (ON(T J0000N O A 00 Dpi O co W 000 V (T0 O CD ^4 v Co O 0 O O0)) ^4CO (0 00 ° -7 V SId3d 1103 0N11003 O CO -• 00 A N -+ -N+ N _ 0 m °• W V D O a O 0 O CO A SD NNA COn 0000 (AD CA) 0 00 =W (0 tan CD 0 7 0� J 0 O O O O co O O O w 0)) w (D pwp O O O O O N V O 00 0 (07 A O 0 0 0 O O O O N CNo O A A 0 0 0 0 0 ! N O 0 0 c- 0 0 0 0 0 O O 0 0 0 —, ))V3d 33VdS 013 0 0 vv mm !+ CD m A A A W N 'O J J • O W O 007 ▪ 0 000 (310000CA))O O 00 7'((31 A" >0 W:-) C c vt ▪ - .... •-• — . ..s. 9 ...• V -4 A W 0 0 W 0 J J 0 00000000 O 000 O 000 -'(AT O A 00 (0 fl or .... O O 0 0 0 0 0 0 0 0 0 0 0 0 O O O p O3 cm cm V 0 0 O (00 C O OOO0000 b Oo0 OCOOA 00 A 00 \i'; 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V CO O 0) O O .o.. — r► 'p C ro ' C m ro q ^ "m(0 0 v O OOOiDO. -Ng n A 000030 -•a+2' 0 O N w D O O O O co V El 5) oocnocn m 000000) -n ► 0 0 co 0 0 0 < 000WCDn> -n0 N0110313S 1103 ONIIV3H -+ w 0 O 0)5 - .0 K3 0NOD...P7 -4-4 O0 V 0 (p x CD ((00 N WL*, (A 0 0 V 0 (G S)13 0NI2133NI0N3 bmn :3o5< 3=g). �f 0 A W W A 7 000■0'100(0 S - d is c 00000-J000 SMO1d2IIV )Ind 1103 ONILV3H > >>(0 > m▪ Ecw3 c 0 00D3 - +oow(oco0Q 0) 0)x00 OD N0(C 000 (TCO))(O0)0= N -, 0 0 0D 0D N 0 S321f iVd3dW31 .3u1 le3luey3aIN dSd AS scans paq auoz TRACE® Load 700 v2.3 calculated at 10:49 AM on 04/21/1999 o p • C cam) x 6 in • x•06 A O O o 0 0) 0AD O O .(AD W O o 0 0 S`0. 0 N 01 O O N W d 0001 =? 0 O • D 0000 - • g 00 co oo't. m 0 0 oow Co 0 o in m 3 EB PPP 3, 2 00W cr 000 m o w m< oo: w 000) mg A 113 pop . S 0001 O• T1 NO11O313S 1103 9NI1OOO *0x0- N O m =A0 N O spa 0 0 0 0 0 0 0 00 le;oi SSW9 cn e c !-' ° e m w m O c 2 x< @ M = De m0 m� NaNOd o �oo fVo o, amro o cDd ' • m � �, — a ra�c°Wm cn ox = A. II v ON v V c (0 v H O UM n • -1 _ ..i • ›.9 N (ND WW _(N)t W �I A 4' • 'O ' 0 A O O A O 0)) O▪ 000)) 0 000 000 O 00 Sr (DD 0 z O G) mx J J 0 m N WA A rfD CO y 0 N QQ�� tT D 0 01 O A 00 0A 0)) 0 a) CO w 0 00 0WO OO 7'0 �i O 0 0 0 0 0 CO V J J J \ J co N CO V 1147.4.6-1‘) (ND 41 V 07 -+ -+ V W O) (W �1 O O O Z co W r,Q',,r,,,�oo„mo0oV CO ., Cs) Uo CD V J O O 0000)(10 CD V CT Q) N 000000 N 00 0 2 O 04.)000010)0 V V co in N 000000 N 00 �Er 7 O 00)000 V (DO O V1 CO 0) A 000000 A 00 .°r �N. O(0 (N)) N W - A A O p (/i Q � W O 000 w 00) W OW) 0000000 0 00 7'(0 (0 °w3 V 0 Om W-+ 'O O CO UI -+ -+ O O o 0 0 0 0 0 A C 1 W (1 0) 0 0 0 0 0 0 0 O O O G (') V O 0 0 0 0 0 0 0 ■1 I V W i 0 O 0 0 0 0 0 0 0 0 0 0 at gr O 0000000 W V NC10 0000000 O 00 �.. w 0 (4 A 0 O 0 O o -0cm�c3i • "3==x5" " o..74 m 0 a 0) CD Cowo'& oin 0N0007.2' 0 O_ w '� D 0 0 0 0 0 0 B 1 0 (0 0 0 0 1 m 0000000 `71 a o O O O O N boot.) ON Y1 co NOIIO313S 1103 ONI1V3H 00 'O 0) 0) O ( _ (D . CD N 0 ow o 000 6600000 o o0 Wy x Do -A GG) ,0 (7,1,,,,, O J J K = — o 0 O p0p)7 W ODD M V 0 0000000 O 000 ) 000000 A 00 7'N gyp(' Om x -w (0 0 0 0 0 0 0 0 0 O O p n 0000000000 a Et 0 0 0 0 0 0 0 O O O .� m. 0 0 0 0 0 0 0 0 0000 00000000 0 000 0 0 0 0 0 0 0 0 0 0 0 O 0 A N p A W O O W O - +W-+OD i1 P7 V W V(1(1W(p I 0 O O L+ O W (1 0 (0 S)13 ONI I33NION3 x. al 3tn5< 7. 0 0 A N N 7 0 0 0 0 0 0 0 0 f0 Z J 03 J 0 0 0 0 0 0 0 0(0 SMO1 I dIV n oo3Oc = 0 ..00D3 3 -+ 0 0 0(VD •("D W !7 0701 W iA 0000 O O 00C1911CO1N= M:- .00003N0 S3)Il1V213dW31 v 0 N -. (D Z� m � R m TO 0° G7-0 0n, vg Co 0 U C) .m� 0 L 0 0) 6 N O G) = 0 0 J- o fn TRACED Load 700 v2.3 calculated at 10:49 AM on 04/21/1999 o .O c D3, I Cx5 rn '• fO 1 P O O W O o N 0001 N g 0 m v J d O W J w (1 OD 00 CO •3G N (D N 001 CO 0) 00 0, 7'13 0 co. 00c(0 7 0000 T(^p 1 O O N W 00.4 m g 7-4 $X 0 0 01 o Z1 co O O co o o w m< tD O O O W O O N $0P A = % 0003 D NO113 13S 1100 ON11000 *0ximm d m0T 0 �O W 0) 0) mw W O D 0 0 0 0 lelol ssoa° to N 7o N c`r ,�rloo��no� 5 m �C (D C C (D (/) �Tr.. (n7��G) ;0 24-(4 s - y ; iwo@° )y n � ago�dm0 o md Q U m N N N D d 0 d 7 7 G. O O r o - (A '0 I N 7 '� V y V O. N ✓ (R 0 N cm N 0) (CD (aD "I, N >. P3 w W A J +O 1.4 -NJ 01 (0 '.I •-• -• 0) N Egg O C2 CD 0) -+N W -N+ 0000 (0O 01 O 00 Sr CD c N m 73 r J N J J J W (w0 N 01 -N+ j 0) (J C 0' D o J 00) oo 0 0) w o w OD 000 CO CD C) 7' (D 0 O7 N O r K co— D 0 o 00 0 0„ . - -, =_ v (, N OO (0 ✓ O �+ A W 1*CJ,N W N• _, In -co W "co -+ W A 10 -'07I'.33 W O 4 CD A N A W 0 V-•N (0 -+O)0 0, C Z 0000000)0)0 (D -+Nut 00000 (D N CO 00 S -,0.' Of O04)000(6 V O co N (D NN 0 000)000(00(000 N ((DDN-' N O O O O N O A 0 0 p (� V 00110 0 0 0) 000 0 N 00 ° E.i A )IV3d 1100 9N11000 0) w• -+ OD A N-• N N+ w DO W ^J W V (O fl N• N 00) (NJi C (()) 0= W O o0) 0) -+N W -+0000 CD N O 00 S (D (D 0:7 (D 0 m o J mi 0 0 0 0 0 0 0 0 W 0N) w(0 W O co O O O N V O 00 -I 2 A O (D O OOoo000C1 Noco - +C0000)0Of70 2 7 0 O O d 0 0 0 0 CO N W A V 7 (J 1 0 0 0 0 Q) O O O 0 `. -- ,I, )IV3d 33VdS 010 'o v 0) 0 c,0 mo 01 A A w m ONO O O Owo 0 0 0 0 0 ▪ 17 0 0 0 0 0 0 0 0 a- N m a 0 W J J O ▪ 0 J O OD A 4) .. 0) 13 V 000000000000 N0000)00 -0+ ▪ 00 S N X co 0'0 ID O O 00000000 O CD CD 0 00000000 0 000 O 00000000 0 000 O 'O C ((D ID --I C 3 < 3 A 7 X p =w �' Km S N 0 000(60 -N+co C7 ▪ 000w00)7'7' 0 N CJ D 0 0 0 0 0 V a 000 NO,(011 m 0000000'11 K 0 0 0 0 0 0 C 000 WONm(O N0110313S 1100 ONIlV3H w 0 O CO 00) -N NJ N ON0 O 0) W V 0) (0 N ((00 N - .• 0 -+ V O 0 S)13 ONR133NI0N3 ...• ,°0000 w((DDO V 00 p n 0000'4uoo A Co 0 0 Ei o 0000 V 0)O 0) 00 D21v3Eung< O 0 O 4M 0w) 47 000 ■)0■00(0 co co W 0) 7 00000-100(0 SM01d21IV )IV3d 1100 ONIIV3H 7 7 O a (D D W 3C C 00 m m -1 3 00 - +00(0(0(0 W 0 00 0) W co 0o 0o 0E' 0)(01, (071 0 CD 0 0 0 = N- +000)OONtG S321f11V213dW31 _Oui 'le3iuey3aw dSd I8 suanspay9 auoz TRACE Load 700 v2.3 calculated at 10:49 AM on 04121/1999 O 0 c d h (0 K < (O 0) PPP A O O A 0 000 (O 00(0 N m N oo0 W001 0 0 ^4 7 i..) 0 O0)) 0 Ra -4 PPP j 0000 mg PPP 0 OGA mg 007•NJ =� 0001 Q•.i1 pop N 0003 11< PPP W 0013 -n3 00 000 Cr U NOI10313S 1100 9N11000 *2rn-Dm —)o'^; 0 — .-41 C40) CD (D (n 0 0 v1 N 00)) 0 00) 0 IE1o1 sso.'o z co d) - ar1002000 C ff1 C m n� 7•<n rN*v '`D, c iwo(O cm5' ow--0-)7.7-r< a-i nGi • 22•°*27 no m rm p o.> > o o g C)0'0 v 2. N EN.2 CL H w ii o dad CL 0. N N = 'C .+ v N V o 0. 0] N Z .D m 01 Om N N m • (0 :-.1 y D3 0) - +OA(.n=+ -N+ ppppO O�'•0 0 (0 N 00) V —00 ((0 A.A C 0()i 0 0 0(0 Co NN A (n 0000 CO O) O 00 s r* co 1- Cn G) 0 cn N3 pp p0 03 (A 0 0 -+ 000 00 O(0 .P O A •0. 00▪ 00 0) 00 7'm n D O '0 n3 co r (D Won 3 0 00 0 0 0 7•�=; 2 00 (0 A N N 0 s. O -+ W W .- AUlN W pp0 -+ co N (01)03 N -4- 0)) - 0. . v W0 ▪ Z VA CO 000000 (0 0) O N N N CO (0000000(0 AA) 0) 00 7' --;: c, 0 A V v OO W000(00o0 co (ON(n V 0000!30 A 00 p (a'1 O O W 000 V C0 CD O (0 11 V CO ~ CD CD OV Co 0 (O 00 ° -,7i 0 O :+ co A N A ( 3 N (0 g i _ W N O 0 p ro 0u WV C O O o 000 000 NNA (3 0000 (0 O) O 00 7'(-0 ((0 D D (I" 0 0u Co m -^ m r. 'fl 0 Oo0000o W 0N) W (O0) OOOOON V O 00 Own A O C D Co CD C)000-1N o C0(7 0 Er 7 X CD 0000000(.30) OAA CD 0000(n(n0 00 _ ... 0) 0103 0 03 m(mD A A do .+ r W N ma) O 0 o ca co O 000 (Ailb000(Ai100 00 =ow �� n ...10 cif - O _ _ O ... 1 ✓ V A W 2°. J N W m (D O 0 0 0 0 0 0 0 0 0 0 0 0 O 0 o 0 -N+ (3) 0 •NP 03 0 == w -T3 N w O O O O o 0 0 0 0 O 0 O O P C) C) C) C) C) O O CD 0 C) C) C7 O C7 O O o 0 0 0 0 0 0 0 0 O •O C (0 (0 '>' C m ,.3= =x6 7 7wp.,0 0 000iDOA)E A 000(30 -+7 A 00000 W 33 a 000 n5(011 R1 00000ao-n g 5) 5) 5) (11 5D 03 F) 000 W 0A)11(C c) m 0) 0 n 3 N0110313S 1100 ONI1V3H 0 •• .a '° v� v a m .. W 0 O 100)0 -N-.0 vV N 000-40(p 2 m (PO N 0 = A La 0 (0 V 0 (O SH3 9NI2133N1J•3 0-o 7C -, m 0• 000W•((000-1 00 ^,p n C) CD C) C) A O O A C) C) e Er 7 0000 4 0 ) 0 0 ) 00 .-.,. aPJ m3yE < - rn 3 3 � r+ 0 -n 0 r 000-40-100(0 2 J 01 (3 0) 03 000060'400(0 7 7 7 I N D n mW3%cc0 a -+n33 0 -+ O O P fO tD P ° 0)0)0303030)0(0 0 0 0(n(On5ncoX N -+ O O 00 00 N (0 S321I11V2I3dW31 m 7' N co N 0 cn -n CD (D c 0 N 0 0 C N TRACE® Load 700 v2.3 calculated at 10:49 AM on 04/21/1999 -t 0D3 ti x (77 ggo DJ W PPP o M 0 0 N N Fs 0 WW PPP 0 W O 000 0 7 (n O O co c d 000 a. 0O 0 0 R CO O O m 0 0 N 'n fl ,-- 0) O 0 0 W CO 0 0 ..A. 'f 0000 =x 00(0 c' Z 0 O O P al o o W m < O co V Cl 00-1 m O O p = S 000) crX NOI10313S 1100 ON11000 0) 0 =0 .nAO 0 U) ) 0 NO 0 N O 0 00 v� 1 n00x(nocY 5 m <c m c c (o, 0 gMrg0B 1M *00. 7 N 0= d 0 (O 0 N N y D� N N N -' O ,GLI(0 n Om m Da m ° y �' ° -art= n� y o ° ° r .0 N f° 'D r. v II N v g N CO d N ((D ((DD -1 (.=^ > 3 N co O (T W t .0 4(WA4 wrw O C3 CD 00) W A OOO 0000000 0 00 7'r. (D .+ N W P 00 00 00 0 CCO 0O 0 0O N 00 0 00 co O ,Z7 • 0 ✓ W Q D 00 0 N 00 J (D 0 su X co to E ▪ A 0 — = T 0° N OUpWt,p.7 D7 co co U) ▪ Cl 0 0 0 0 0 (00 A W .A 0W) N O O O O O O N O O i NN O O 4.000 O)AO (0O C o V N 0 co 0 0 0 0 0 O O O 007000 L( (40 (0 0)0-+ ((0Q000000 co 00 0 000000n (00 -+ O) O) CO i. 000000 A 00 O W V O N W 0) O (O1) ((0 ((0 00) O ) V O CD U3 Co W CA CO 0000000 O 00 ■ O OOOOO000 U) A 0) 0000000 O 00 0 000016000 0 K3 07000000 0 00 O 0 0 0 0 0 0 0 0 O (0 W (0 0 0 0 0 0 0 0 O O O 00 03 co n 03 W v )IV3d -1100 ONI1000 )IV3d 30VdS O10 co (0 0 O 0 0 OiXimDE 3 = X (o a 2 .;C. 00)) D) CD CD o cp co EL .. booWON ?q O N 0O 0 0 0 ((0 0 0 rn bbbbb(a') a 00000N < O b 0 W 0N'l (O NOI10313S 1100 ONIIV3H N M TIM D) D) i N N -. W 0 0 0 0. 0 000 6600000000 Jm 70(• go aoF, i i O ° V1 i 07 80 K i as a, 00000000 O 000 (00600000 (00 00 JN 700 i _, 0 0 00000000 0 000 , °0000000 °O Oo o c) 0 0000000 0 000 0000000 0 00 ea, 0 0000000 0 000 0000000000 0 UtN O W.00 4V -+U) CO 0101:-45" N 03 CA -+ A 01 CO 0 (b O C O (o S)i3 ONI1133N1ON3 3 X n� a CD ° 0 O O W -4 W 7 00(00000 CO CO S d co = 00000000( SMO1dtlIV lV3d 1100 ONIIV3H 7 7 7 ((0 A 0 K 'U b A C Ca 00 000i.(~O(,o W 0 Co 0) w K3 CO CO 0 (C 000(n0)0)N„x� N - 0 0 0O OO 1.) (O S31:Il1Vti3dW31 TRACE® Load 700 v2.3 calculated at 10:49 AM on 04/21/1999 o c c3i E V. x N P. a2 i W O O w 0 0 (.)) -+ 0 O -+ aD O O Co N (D N O O J co d 000 . W 0 0 0) 0 R a O O(JO j O 0 07 m A -1 O O N W 00' cn CO O 001 0'.▪ Z1 O O O co 0 O 03 -11 < to P O O co 001\3 11 P O A ( Z7- 1 000o O'Z1 NO110313S 1103 0N11003 gl Zl ?1 N O m p. O ry 1 W CO 0) 000 CO O O d A N 0 0) 0 lelol ssoi 4 m a m ▪ e 3 O ( a, 0 *o < m d 7 y 'N�s ma y 0oy � o 0v) ' oco o o n d m f/) pm DDOi �' d'' -nom EL m 'o. 0 0 o m v°:nx6m ° ii ail o °-, a m 0) y= N 3 m) " V V) V o 0 ON A- O (0 ca N D) A 0) H • A3 J '^ CD J M J CO N3 ...1 CO iv W ? 0 003 00i -J+N W - N+0000 tOON O 00 �C�' 0 J J -1 W M CD (W0 -N+ 007 — UJi C D O v OW • 00 0 rn w o w o0 000 07 Oo g0 D m w 07 D o O 0 0 0 0 0 7. K I -2_ 00 CO j N N d �1 A W A0N -+ ∎A Q03Q� V in O W (0 -+ W A (0 — 00 IV V D7 O z i+ A cn U) _ N _ _ A W 0...4-+N (0 -...000 C �! 0) v Ov CD h3 -ft m J O 00)000(DJO CO CO N(T v0000N0 A 00 C C7 O CO)0000)(DO 01 (01100 la OOONO(o NV C7 C3 \ °0 O 00)000 (0(D O N (O N -+ (7)00007000 -+ 00 °.. --� )1V3d 1103 0N11000 -W+ -+ CO AN-+ N _1 OK.O DO W J W J(07)N+ N 00 )((31 C C0 0S W O 0 0) O) -+N W - +▪ 0000(ON 0 00 g(D (D Q7 :1 • (0 OM 0 .41 (I) -+ 0 0 0 0 0 0 0 0 W 00)) W (0 W O O O O O N V 0 0 0 O� 0 A co O OOO0000 V ,' co co -+0b00 -J.A 0 00 \°Ej o O 0000000 W N W A U) (T 00000)0 0 00 .°...mm. )1H3d 33VdS 013 'OM 03 0) O) O (0 ()( A A /� W (D Z> co O OOwD O 000 0000000 O 00 = 77(' va J o 0 61 00 00 A W N t r 00000000 O 000 V O O O OW) 00 - 00 5N lit O O 0 O 0) 0 ID ZEggIF r. CO m 00) 17 0 0 o O m o rs co (0 000caocn O a n 0000 J 000(1001 m 0000007 T1 g 0 0 0 0 0 0 000 W O ('.3 7n (0 N0113313S 1103 ONI1V3H 0 0 0 0 0 0 0 0 0 0 0 0 00000000 o 000 0 0 0 0 0 0 0 0 0 0 0 0 0 -+ W 0 Q 9- 74 3 N000)WJMum x 0) (0 N OL". -.1 -..Q7 -+ J O OD S)13 0NI2133NI0N3 J 0000 W (JDO J 00 n oobb. bo' CD CD .. p 0 OOOJO)0 0) 00 .... --, 0 (0 53 d e �� re 0 ▪ 0 A O w) O▪ W) A 7 0 0 0 J 0 J 0 0(O x 03 J CD is C. 0 0 0 0 0 J 0 0 U3 SMO1d211V )1d3d 1103 ONIIV3H > >>mmZ1D ��,� M W 300 C W 51. > 3 0 -+00(4(4(4 W Ci GO 0) W 0000000(0 0000101(310x N -+ 0 0 0o 00 (‚3(0 S321f11V213dW31 O'0 d (0 Zy w a a al R o in0 S O a) 000 �D (7 ;fl ' O c.. cn m 6 0 I"' o Cn TRACE® Load 700 v2.3 calculated at 10:49 AM on 04/21/1999 o p c 3 a) — x rn crl P O O O 0 -d w o w t=/) u f) 0) •0 W O O W g 14 0) O O0) IN 00(Oh a O O co rrl 000) m CD 0 O O N w O O V m V $ RIR O O _ 000 tS 71 O O o O 0 o w m < to 0 0 v CO CO O OO) '71 A (0 00(h j COW tS .77 NO113313S 1103 0N11003 gm 11 0 d 00m00 N -+ A 0 O 4. 0 0 4. 0 0 00 lelol ssoi j cn 'a^^ 6) o0r1007otn0fl 5 '` m 4 �CC��C�co �3�'av�ioiom Lf = M. 11 0 .0i 0 0 7 M N 0 O~ Fir '- p p:, p C: to N n W (D '0p ar co S0.°+2= ao ro g' ° o. > t") o o o o � '.O P. N xw co N' a II 11 �°'� 0. 0. d d re V O. to (n co c a N a) tD CD _{ D 3 0 1 CR N ... + C pN 0) 0(�7 ppA��N N N Wr a) tvh O OA (N)) AA J 0)0000)00 O 00 �f0'. tco 0 tD X • m- rt Co W 0) (31 CN)) N - - a N 0 0) 0 O 0 A J 0 J W 4. 0 0 O O E co =r rm CO r C 0 OO O O O 7'rt C0 th w (J) (0 CO A �0.. m J � c O z N O 0) O O O- 4 �A O -+ A 4. w N 0 0 0 -+ O O -' O O 7' -. co a 0 - D N O O W O o O J co 0 W ON) w, P A,p,, ( 9 0 0 0 0 0 0 N O O 0 o 0 O co 000 V 0000 CO (NO OJ A 0)0004.00 co 00 ° -,,0. )1V3d 1103 ONI1000 U) II^^ co J V/ 00) ON) W (9t� ��a. (N!) 0) ()N) CO Q, n -+ O 0(0 O) A0 )J 0)0000)00 O 00 7' to (o r 0'D _ _ _ _ 0 O OOOOOOOC W 'AJNo P9000390900 o n O COOooOO-.I 1V O)ct C oOoOOoO o oO eg' O 0000000 -+ fJ NW Co J O O O J O O O 00 _.,.. 0 0t0 = O J )11/3d 3OVdS 013 mtn DJ to 0 0 0 mtnv V J N to CD 00) 0 Ono) O 000 (01000(3100 O 00 ?N p' 0 O, 1 I 1"� J pppp -. V o o OA) 00000000 O 000 c)b 00A00 N 00 ?N 70C' O 0 000090090090 0 000000000000 0 000000000000 0c mac a3i m x 3 ^.'Ca» cs 0 a, ,A 0 0 0 0 0 + W f) -+ 000 000 (9 0 It 000 -+0013 3 000 0 Otoi) m • O O C o 0 CO m 00 0 00 (0 000 w O 0)91(0 N0110313S lfOO 9NI1V3H 0 N O A 0 CO 0 N 2. O) Ja -+ <h 7 J x)000 -4 (p 1 co A O L, 0 too (00 0 (u S)13 ONI2133NION3 O'0 .... -w W 0000000 ,two 00 o n o0oo w00 b) D C -Er 00000)00 00 —,. > mNo3tng< x3cER; c v 0 1.3 co co O O 00'(3)00)0jro S o) 000000100(0 SM01d211H )W3d 1100 ONI11/3H > > > m m 13 A 3 —ado 0 a 0 ooa3a - +0000((0(0 3 c30)wow00( O OO U)G)a)(OM r'. -' 000)01 03(0 S32Il1VM3dW31 vo N fD C)4 Z Z as 3 3 co 0 � O Ow > 0 O c) O L m 6 (0 (O N 0 C) r C!) TRACE® Load 700 v2.3 calculated at 10:49 AM on 04/21/1999 o •3cDDii W O O ^ x 7 H = O 0 ( O co o 0 co N ET 0 0) 01 0 0 01 co n 01 0 0 U1 7`� W A (0 N O O N W d o0 . 0 O n 00.0+ ?' OOO m O Ois) m 0 v ) O O N W O O W m 9 ER 0000) __ 0 0 0) Cr .Z1 r 000 O O W T N 0 0 W OO(Ni m O 2 0000 Cr�1 NOI13313S 1103 0N11003 N 0) 0 `?1 p. O " .-7 -1 ((00 NJ N O O 01 N N O cn 0) 0 lgol ssoJ9 m noozw _ C m Z <cci IID cC Oro y K-n o coE in( , *00 m too) m c» . Fii= oo a.o � aq="'o d g 4- g N K O (D O y 0 (4 o n (D V w p Of 0 _- 0 w H n N N •Op a �m fn Om Dw =' oco v 0 T o. m 0. o° r v d Pr II' a u a 0., O CD '' b..�.C.*;; 1� 0. �� O 0. W 0) vl H �0 ■V N V 001 tl1 C 0. /ai 0) m N -1 0 >. 3 _ N �m _CW)1 J O A W -.. W N' } Wr61 O W O O ((0 N v CO (.71 N 0000 (WO W O 00 m. r. 0 m .Z) . A A J J J CO N CD J (T O CO lo CD CD O� 01 O 0) 01 V C) CD CVO CD CD S(D D d 00 0 0 0 T�.. D J 1 �+ AN -+ A $4 K) CO N N- A N O_ 10(71 A (001(0 J W j N WO Z (D CO (D 0) CO 01 ((1 N W V C 01 O CO 000 (D 00 V V 00 V 000•J CO W CO 00 7 -.,0-. J O J O 010000(000 0 0 74 Q) Cr) .000001 V (D 00 p C) O ca to -40 00)) �V CO 001000CA(0)1 O 00 ° g,0. )1V3d 1103 5N11003 U) co W -+ OO A J -. W N W N. O o V CO 00) A v co W C O' 111 O) 0 ON N ") CD co N O 000 (O W O 00 7' 411 al J 0 1 N O 00000004 co .A UoA 000000) co O 00 p CI 0 OGOCG000 0 00 V:A 000000co(O 0 00 c t 7 O 0000000 (D N N (D O (000000 -+ 0 00 , -. )lV3d 3OVdS 013 V CO W 10 W 01 0 0 O 0 'O C 0 D 0 a1 ,.3 0 �x ro re CO a 0 v 0 b) o rt.) P o o CO 000 1000) 0 O J 0 p O 0 0 0 N a F, 5D O coCN m 00000 CO 11 g 0 0 0 0 0 < 000 co ONT10] NOI13313S 1103 ONIIV3H 0) N d N J J ((DD 4) O) CO VV W al 0 O O V O 000 °6000(0)(0 O 00 s((fl x• 0±y �J O J K O W Iw 1 W e, , 00000000 O 000 ° 60010(00110 A 00 ?(fl O m J 0 0 0 0 0 0 0 0 0 0 0 0 O O O O W (O O V O O O 0 00000000 0 000 0000 400 AA 00 u S' 0 0 0 0 0 0 0 0 0 O O O O O O O O V 0) O 0) 0 0 Z W 0 n 0 o° ?—.- a O N O ,0 n W O 0) W CO J J O (0 �1 00 (O °+ 7 03 W 00 W 00 0 03 J Lf O (03 O 00 0 f0 S)13 ONI2133NION3 > rn g < x 3 a c of 7 � 0 J J O 0) U1 (.i1 0) 0 0 0 N 0 N 0 0f0 J A a.. O O O O 0 co O O SM01dHIV )4V3d 1103 ONIIV3H 000IIID > `.E(D o A0 W 00 p 0 0 CD co co 0 0)01(AN000o001 Fa co Fa 0 o N- +000000 N(C S321111V2l3dW31 TRACE® Load 700 v2.3 calculated at 10:49 AM on 04/21/1999 0 5 m to — A PP A m "I W OOW fmir g 0 m v N O ON O O N T4 w n. N N f0 N p o w C N 00`1 7'. 0 oo° a 006 "11 0 0) oow 03 00-4 -n O O � - _ 000 0x7 A O O O oow 11< O O V w 000) mg A O O O 01 S Ooiv UM NOI10313S 1103 ON11000 1:0 1( 06 n — G) N N xi O 0010001 g N 0 0 0 0 G) (- IMOcO(0 C (00, cn �- or5v,� �n oc � cncnm g d C .n. � 15 a tr n O S 3 O =^ Q N y y O N o. y Zx0) m F. y v rn 01 --I Of N o•c")N N o m mv° o A O ti x n y O --. T a= m m o o r °. N.A n:S 0' jj wit 00 O O.� d 01 vl (uv v N o0 N CM rn m 03 a (0 (D d 7 N Dm W wrnwaoa. 0 0 owo) lo o -rn 0000000000 srm N j A �7 N f4. A A -+ W N (0-. -+ 00) 00 O W 0) 0 0) 01 000 N 00 S(0 9 D .'Zl CD WF.g gC 0 00 0 00 7'K=; I3 CO -4 _ _ cm -, N _N w (O w CO CO -'I 0) CD cm Z f 00))000NDO N 0-O+N (011000000 (Olt O0 E -.0. v O J _, 0 O 5, 1, 0005o 74 O (0 0).J (lf - +000000 -� Go p • O 000000010) 0 E}1 (T-+(0 N000000 NN 00 \a 2 O 0000004. V O 0) 00)0 N8888 00 N 00 —.. )Ind 1103 9NI1000 W N N W A A O� W ev D) b3 "CO 0000 -+ J m - O O.J 0) 0 -+ 0) O O O O O O O O 00 = (0 (0 co 1 _ Om co OCD 00000004. U1 -' 0)01 0000000 O 00 ° 0 0 00000006.3 0) 03 N01 00000000 00 0 E'° 0 O o 00000 W V (0 -. 'J 0000000 0 00 —.. NV3d 30VcIS 910 N 0 •.A 0 W 03 CO ( 0 O 0 0 0 0x(0 01 ) .- 3 ( m 3 m m 5 7° ^..:m (0 0 01 v m w000(nof!oco 0) 0006 00s.Z 0 4 7f,t+1 C7 D 0000' 000010,()) m 0000000") �. 0 0 0 o O N 000 W 0— -l(0 NOI10313S 1103 9NIIV3H CD g u m 00 (1) 0 N W cn 'O 0 0o O 000 6 6 000000 0o e=" 7o 00 Pt .+ —' K O J co 0 0 m c/1 '17 00000000 O 000 600000wco ((0 00 n'((0 7mC Om 0 0 0 0 0 0 0 0 O O o 0 0 0 0 0 0 0 0 0 0 0 0 O C Q Q n e °C m ° 0 A N .(N 11 O 011 O ,( G 00 W V OO)-l0 J th oi O m N co 0 (O x 0) 0 c. S)13 9NI2133NION3 ... ... 0 O --I-, 0 0 0 0 0 0 0 O O O 0 0000000 0 00 ;�bj= O O O O O o 0 O O O — n c �in( (x0 3c y<o c c 8vo 0 0 0 0 0. 0 0 0 0(O x m .- 00000 00(0 SMOld2I1 V NV3d 1103 ONIIV3H > > > m m v D 2.15.q 303 00 CO - 4.00 — (((00((0 W ") '00) W 0)00OOm - +0)0)-1 000010CTNx� N- .00000 -+0 S321l1V2I3dW31 OM 03 a a Z Z m D) m 79 0 �-0 D? 000 vC7 x. O n 6 V co N ."0 O O TRACE® Load 700 v2.3 calculated at 10:49 AM on 04/21/1999 -1 0>3 c'3 ^x soi. y a fO tiT 0 0 -+ 7 o 00- N U^ 0 m W OOW WA• in 0 001 E sc 0) m to W N 0 0 0 7•. 0 N D 03 00(0 ga O o co 000 mg PP Co O O N & _ CT .Z1 000 ooia oOv 0001 O O A 00 i0 NO110313S 1100 9N11000 0 0 0 0 0 0 0 0 0 le;ol ssOJO a co (0 m m0 cocD c c0 0 W<63: or�tn�rr1 o G) cncnc n g' co aS.Ta5 Q' 0 app m'3 o'�o a =vw) N o,�2� m y m Od o o r° o °gm = o nT 0 m ail O - IM.-.X-1->.0113- _ O m 7 a 7 0 0 7 nor v �I a �' p ' a V y V 0 ° a a) a O. O d 0 v N (O '' N CO d N N co >3 y :_) m C) cn WN W44 0 0 0 0 (OD O ■ (0 i1 W 0000000 0 00 E r. 0(D r 03 CO 0 iD Z G) N N3 03 Q 0 o 00 o� w 0 w N 000 - 00 'm q D r 0 'o d`ter. D co m D W o 5a;- I 0 0 0 0 0 J W N 7-1 W N N N --I A V 03'.l (0 w m iD 0) m a., -. O Z Q0�� J °5200001000 W -• N V - +000000 -+ 00 ? -..0. _. 0v O 1 N 01 N -• .- -+ -` -j h O 00)0000)00 (O $ (DA (00000°0 (0 00 p 0 0a)000iaA0 n) 2n(014 0)000000 0) 00 0 Er = O O V 0000100 01 V W 01 0)000000 CO 00 -r. CO J N v� V J C) r 0) (n W -+ co y D p ui II r Q 01 O 001 O -+(n W 0000000 0 00 7'N (0 O:=1 co V 0 W . -+ O O 0000000 W 00) (52D -N+ 0 0900000000 0 52 • rn 0 00000004 W o b oo 00000000 00 ea, o 00000000 0 -'003 0000000 0 00 -,. vv IL m 0 0 _m co T'0 03 D N O ON O 000 (5 b 00000 0 00 gvv9 x 0 = W S Z ri ` C) -40 u1 O 0 0. ... N r N N 3a 4. A W (D (TD m (WD 00000000 O 000 f00 b O O 000 (OD 00 7" ( 700 [qf� O0 0 0 0 0 0 0 0 0 O O O 0 0 0 0 0 0 0 0 O O p ('') O 00000000 0 000 0000000 0 00 - O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - .. 0 OxIvD3 1oc(D ;70 01 v (11) 000 JaON W — b) 000-400m-,Z N (, O O O 00 (003 0 0 3 000 (n0,(On m ooa0000m,7. O O O O O N 0 0 i7 03 CD '(1 (0 NO110313S 1100 ONIIV3H •Wa 'o S a vow 0 � m � 0 N 6 Co 0) 01 :' 0)0(0 - 0 01(0 1 m W O a,, cn C 0 (D 0 (7 ((31 S)40 9NI I33NION3 nxnnm3o < x 671 C n 0- 0 O O -+ N Na • -A 000((00(OD00 0 (0 ((00 00000(0D000 SMO1I211V co -+ 0 0 N (~0 100 W n 0)03(1)003030(0 —0)0) V 00001Cn01 NX to- +000000 -+(0 S321fi1V213dW31 pm 1ga zz 3 co m ;OG) 0 (v ow g ooO O 1 m fD N O O TRACE® Load 700 v2.3 calculated at 10:49 AM on 04/21/1999 o '0 c 003 , n x rn 00m N m V) V) O O N 0) OO CO . C) 0 . E D 0 0 o0 a 000 m a 0001 mg 0 0 O O N W o O V 'r1 ^4 CO O O _ 0003 0 X O O O (rD 0003 m< co O O O W O O N -n O O J1. (52.'± CD CD CO Pa NO110313S 1100 9N11000 *M511311 OJ =0M40 mo N (D (D 00000 0 0 -+ Z lelol ssoJ9 O' - imovzcnoo g m mx<corr*coco c g(TD(o GF m *GAG)o xx< a w C ^.r1 ., a& cNi o �3 0• —'o cam;° =' m, 5, o•14c m .4 d�vd23mro oaw0=10°000"" m° 0 SX.•.S Da m r"w °a > >oo0 (7fnro S . 0 0 -IT .`y ..d all 0.„ o 0. o C-, 0 (0 m ,,CD r. v u, v o 0. Om v in �^ .0. (0 CD rj D3 P 5 P. N O N -+ V V CO 4' 03 th "CO o 0 oni v 0-4CD 00000000 C E(r.CD N M S J - J W y r• (31 O (OD O O O N CO 0 CO 0)) 0 0 0 A NO SN D D 0 W dCD r* �g n =,.....7, �( 0 00 0 0 o a �7in CO -4 ws. A 1 ...-' W -s- w -' v rnw WW IV 03 0 (O W N�a3 ..+ 0 W O y A O (OD O 00 N CO N O^4 O V 0 0)000000 A NO 7'Elm V OM J O ONOOO C O ON) ON W 000000000 co O0 0 C) O O UZ O O f7 A rV o U1 0 00 0) 0) 0 0 0 0 0 0 0) L1 (O cfir 7 O O V OOOla U)O N O "4 in 0000000 V CO ..... 311f3d 1100 ONI1000 01 iD �D V V W (l)•'O Np 03 • DP- co 0 )) O O -+ A 0. co O 0 0 0 0 0 0 0 0 0 0 ' (0 N W? 0) O'V m j — _ (0 O O O O O O O O 5n CO O (D O A O O O O O 0 0 0 0 C) cal O 0 0 0 0 0 0 0 (0 A. O W N 0 0 0 0 0 0 0 0 0 0 ° .o. • O 0 0 0 0 0 0 0 (D .0. O A 4V3d 30VdS 910 OW 00, N (0 10 1 CO N 'O CO O o0) o 000 0600000 0 O0 7'uo, X' 00 m? J -10 O 2. 0 1 1 1 ,rwo O Co •"• (D co co 00000000 O 000 .OP Z'700000 0) c010 m'((i) Gov O O O O O o 0 0 0 O 0 0 0 0 0 0 0 O 00000000 o v C (cD '17 C d Ot � ..3 sx 0 0 .:1. �'(' .0. (0 S. m C) 0) 00)i OOONONW C) O) 00oiaocO•q 0 A D 00003003 3 000000 m ,�.. 0 0 0 01 0 0 < 000 W OOOm(O NO110313S 1100 9NILV31-1 0 0 0 O O O CD O 0 O C) N W 0 (AONO -+-+5 W OA,p, W EY A- 0103(0 1 (0 (31 ... C: O 0) 010(0 S)10 ONI2133NI9■3 OM 1. (0 -w (D 0 0 0 0 0 0 V N O O O C 0 0 0 0 0 0 0 0 W O ° 7 ca V= 5 x C n `h _. ay 3,e C) 0 0 A A 0) 00000000 0300(0 S (D A 0 000000000 SMO1d211 V 4V3d 1100 ONIlY3H MMMMMMO 7 0 CD CD I 0).0 O —• *a ,Fon33 vv -+00co-4-.101 (D(�D 0 .00 0)0301 0100 0 (O o0PSAPIo1hox N- +00030)03(0 S321f11V I3dW31 m N N 0 a .0ul leo ueg3an ISd d8 swnspay3 auoz TRACE® Load 700 v2.3 calculated at 10:49 AM on 04/21/1999 o 0>n 5. '*xa N = to - .* (0 00-' =c) v 00-1 N u 0 W .0 O O O P , C7 O 0003 �`; O O J O O N A O O N N 0 0 N co 0W .° 0 O 0 m 00(.3 m 0 O O V w 000) T1 pop I 0ON a 0 N0110313S 1103 ONI1000 *Oxr1) — w 00 ='114o 00 07 O O 00000 0 0 0 0 ieloi ssoi (n g720r°*vut -`�= amomc�,0dmmmo4-Q< o Ste°'*' S DO d ° �►-w ° ao o o ° C)l/�m ET ° > > 0 0 v°:r��°:d1au mil o CL, al yI co �v Om w co. in m m (D o D3N N -+O ▪ OWE +N '1 .. tJ m ry4 9 O 0 000 000 00)0N 0000000000 SL" o mm co- MN mr D o00 00 000 O N ((0 0 00 ((0 00 S(D - D rm 07 CO m D \ o o o 0 0 0 5.e.=; 1 03-.4 _ to \ _+ -.W N thW W A 4. `.'' O W0) N AUIN W 41 WO CO A 0) Z 0070000 4. 0 0 0) 0 4 ((0 0 0 0 0 0 0 ((0 0 0 =E .mi. ■ _+. 0'U _ _ m 0 • O -400001 JO W 0-10 - 000000 -N+ 00 —o2 -4'1 O 000C11 mppo N c..p. V 0000000 b 00 \°Q' 0 0 0)000NAO W -• W (D V 000000 J 00 .°. --.* )lV3d 1103 ON11000 0) m• a O g CJ 0 O W CO 0 T O N 0 0 0 0 0 0 0 O O O S N' W J 0-0 (oa _ _ _ -h m O 0 0 0 O O O O A (01) -8 0 0th 0 0 0 0 0 0 0 0 0 0 0 0 V O 0000000 V W 0000) 0 0000000 0 00 °.,.. )IV3d 30VdS 013 0) 01 13 .13 ID CD 0 CD m p� w on -13 O O O A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ? N w D o Pm J . ..A th o 0. .� 4. - o 13 pp�1 Rom cn A 000000000000 A 000000 A 00 U) 7. J 0 O O O O O O O O o O O O 0 0 0 0 0 0 0 0 - O O -fa 0 00000000 0 000 0000000 0 00 - m 0 000000000000 0000000000 .-r. b 0 0 m 0 d < 3 m o x a m a n y m=4 ,.o o (6 CI • oopL)oPm° :. 000NONa' C) O 4. D 00000 W a 000U)Op') m o 00000311 K Q O O O O N oo0Cao -+11(0 N0110313S 1103 ONIIV3H A N 0Q11 O 0 VN) ''-3 0 W - o)N00ChN0 00 00 W t0 0 ..A ▪ 0 a. O 0 0 VOW S)10 ON12I33NION3 D r�� S 3 � a < x y c h re re C) 0 0 0)(.4.11 (0h 0)7 0 0 0 W O W O 0 0 S W 4. L' 00000W00t0 SMO1d21IV )1V3d 1103 ONILV3H =mama) A CO3Oor0 CL a OD -•00 8((D((00 W! '00 0) W 0 03 00 0 tD 0OOth(Q15• OhNM S32If11V2J3dW31 C7 O a. Z m o w � G C1 ( r(D o C7 000 • !D C) 0 m 6 V (D N_ 0 0 1 TRACE® Load 700 v2.3 calculated at 10:49 AM on 04/21/1999 O •p C c0) G) " y g 7 �(0 Ol 0 0 (n -+ O C -+ O O O O 0) C C 0) oocco 000 0) 0 0 0) O (0 7 w g co w a3 O O # 0 0 0) r CD 11 < UD E2 O 11 TT Q• NOI10313S 1100 9N11000 * 01 rn C3 w 0 .n P. 00 — -w •- „( N N 00) 00) 0 01000) 00 0 0 lelol SSOJ9 7a w 0 V V ((0 �( <c°(00 c0(0 y 1prMtn7 rn'v *GAG) 70 fntn= g 7' a C) (" •O = C (D t0 O C 04; w O 7r 7c' < •C zs T �a7 O' nv° 7_•0 O' N N (iii °�,co ti, m rn sXK =7 Do w ° w r--- m ° a7 > 0 o 0° CO D g��°; at 11 n. II Q II 7 o aa�' a 0. O 0) la zu �• C — V 0 V O 0. N (0 77 w co c o. U) w (0 O 7 D 3 w L a ..+ P. 5-n 5 W + W W A 4. .g (.33 X01 00) O 00 Oo (0n V 00) 0000000 O 00 7•r. ((0 N co xi ..,/ m v -• !. D r. cn om 0 0 00rn 0 rn w 00043 00 =CD .1.1. 0 0 W r (moo W.. D C = O 0 0 O O O � .7. °( ?? l CO V . 0 1 cn _ •-• ..1 _ 0 .W W W 01 W W CO -+ -( O - N A V ((3) N V V V W O Z V N O 0(00000 -�O�. 01 4W W000000WOO = —.el. V 0- O0 N J .+ J e) 0 6 0 0 0 Q) N O •(c0 W N W co o O O O 0 O CO O O 0 O b o W 000 -.o)0 0 0 0o xCOCOCC o0 ° O 0 0 0 0 0 (D CO 0 O W 0) N 0 0 0 0 0 0 0 0 a g K )1V3d 1103 ONI1000 Co N (ND co (N)1 co V 8 y •p > °° IV 0) A_ (003y-+ EQw O O O (N)1 CO N V 00) 0000000 O 00 S(D ((0 0)'•'17 CO V - O W J do O 0000000 W CD V. Ja 0000000 O 00 0 2 V O 0000000 co 0)Oow 00000000 00 ° O 0 0 0 0 0 0 0 V W V 0) O 0 0 0 0 0 0 0 0 O O .7• N1l3d 30VdS 910 0) pC (0 C pal < N 7 K 5. 7 =ti 0. ,•' .w+ to _ o • C) w v w Ooow000co ° (0 o ow o0)7• 0 0 0 n O_ 0 0 (0 a o CD CD F) (oil m 000000)11 O O O O O N C CD 00Cr) 0 CD nn (G NOI10313S 1100 9NI11/3H O N d N (no N N 0) C0 15 V O ° 0 08;0000 6600000 0 00 gt�n 7w(- >0 P? 71 _ J ...(n (nom O O W 0 0 0 0 0 0 0 0 0 0 0 0 - 0 0 0 0 0 0 — 0 0 7' w PC + J O 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O O O 0 a) 00000000 0 000 000b000 O o0 o g'7 00000000 O 000 0000000 co 00 .-r. 0 8 N 0 W G) (D N 0) V 7 0 O -+W(p (0 01 o r w D) •00 (C S)10 9NIH33N19N3 3 (0 - 0 < 0 0 0 0) N 03 • o c =• O 00((00((000(0 _ J d 0 0 0 0 0 (D 0 0m SMO1d2IIV )Id3d 1100 9NI1V3H > >(0(0 > R. cn 3 g e e W - +0003 •((0((0 W n 'co 0) W W co co 0 (G - +0)0)V 000(T O101N» tJ -+ 0 C 00 co 0 (O S321n1V2I3dW31 T 7' N • .aul IeaiueyaaIN dSd I8 swnsvayo auoz v v (l,D, g Zy 03 3 m oo 9G) ( A �^ 0 O i ( 77 ' O v m 6 N G) I O 0 'r O TRACE® Load 700 v2.3 calculated at 10:49 AM on 04/21/1999 o m c m F. x 7 N R.66 A O O A 0 A 0 0 A O °U 0 a N 0 O 01 O O as N CD 0 O O A ) oo=+ �'a) 0 O O O m oo°-D 0 0 0) 'f O O W W O0 m PP— t0 XT (nob Q.'U O O O ep ep 0 0 W "(1 < 0 0 co 000) 111 PP, COS o N 0'33 NOI10313S 1100 9NI1000 50 X ( a 0 O 1 1 G) N N N N D O O 0 xi 0(0))00001 51 [DT1 0) 0 0 0 0 c) .y0 a N i +mooxtnoo <c m c c m y gvr�cn5 1'D *G)G) x cntn0 o• 10 rp c •m(dm c = m o < d 0007m o mNr- QoQ7o0V10 F.: mm a DI •-•• x 0) CL A ii) 0. �= o a a d 0.. a° r 11 DI vi y ,O —.11,1 v y V a. N 0 W 0 00 .. G a (1) (D H ›. 3 W V W OD A W+ ,� 0 V O 10 CO -+ (D''1� N fJ O 00 N (0h -0+00) 0000000 O 00 7' r' N O_ z cn G) m N W A A -+ _ O m 0 07 V J J CO 0 a n .o. O0) 00 000)0 00) W 000w00 0. 0 n C' O '3 XI al 0 00 0 00 a,...; b n 0o V NN W(0 W+ WO 00 :+ J -J '' 0 t)t A -, N (D co W •� co O v U) 00) 00)000((00 -0 (V0 0h- W W 000000 W 00 =� A 0 v J ...40 _ 0 CD J P oi►0000) V O (0 0) V 01 - +000000 -N+ 00 0 2 0 0000006 AO (7i (A c'0 /J00000000 m 00 ° 6t= O 0 (T 000000 V 000 (h 000 0 r i,„ � � co 0 W N W A A !A 'p O O (1) co ii J D 0 0 (o an N CA- 00) 0000000 O o 0 0 (0 (0 W n a -.I n _ 0-o W" m la O O O O O o o co .ta U0( -. co 0 O O O O O O O O O O 0 0 V o 00oo000w io0ih o00o000 0 00 -6j 0 00000000) . 0) V CO 0000000 0 00 0) mw mm n no _ .N m m V W (ND 0 00) 0 000 b(SOo000 0 00 7 0 pc.. o Z^ VI J J o o W N m ((0 A A m .- 0 0 0 0 0 0 0 0 0 O O O -. 0 0 0 0 0 0-A 0 0 7' N 7a(' _ J /1 on 0` O 00, 0 O 0 O . (D m 'gg m < 0 7 -w `" T (G f. 0 m 0 a w oop,ihop)0� 0) 0 0 0 (1 0 -+ 0 > 00000003 0) 000010 (311 m 0000000'TI r=i► r. O O O O O h) 000WCDK)m ea NO110313S 1100 9■IIH3H 0 0 0 0 0 0 0 0 0 O O O 000000000000 0 0 0 0 0 0 0 0 O O O O m � 0) O A J NA 10(00). 0 O W 01 0 0) AD] x m AT-+ 0 01 . O 0) O (o S)I0 ON11:I33NI9N3 OOOOOOO O 00 0 (m' 0000000 O coo -. 0 'U T� J �h m nP3Rr1MIM(n5 < x3oic =,vo f) J J 0 OM 0) O 7 0 0 0 W O W O O0 x m -+ a J a. 00000 W 00(G SMO13211b > > >mm�D W 30 E.= 00 O O 0 ,(V0 ,(VO W () • 0) 0) W 6 co 0o 0 (O O O O 6 S0h01 NZ ('3J000o0ON(O S32If11b2I3d1A131 N N w co 0 CD CU n a Pr 2 C P vo 2a Zy °) 3 MO 00 1 c > a• t -477 u in 7' O 0 m —1 J (D N 6) S O 0 1 0 0) TRACE® Load 700 v2.3 calculated at 10:49 AM on 04/21/1999 0 v c w 0) ..x < N %E ( o O -• o O W 0001 O o 0 0 0 Co N D 00(0 g3 O O N boo�� mg PP A 0) 00-+ '11 O O N j = 00-• CT.i1 O O O o 0 W 71 < O O V a 001 '110 O P# = _ 00 t0 0-.'a N0110313S 1100 ONf000 —0 'T1 ; 00 — -1 A A 00000 0 0 00 lelol ssoi A N � N `mom Ch tic 0 @ C 03 r. 3 N =x5 7 =w R O ..(p (x �'<coir19mg(o c - mr .-caidw00o cntn< 0. •y ZSm 'T10.(p CT 0V aw tro@ ° c�z m t ° o z.mm.6�am 303 8...c3=,,,„9-. a00 m V� to rt .g v N V O 51' w N (0 a r".111 ro • ro 7 >3 0 N W p W N 0+ 0 0 tCD o (0D o OWCO 0 -'0 0) 0000000000 Srr oo 0 ■ N G) MM -� N N O a, n 0 QV� 07 (0 (0 0) 0) 03... ? 0 N OA 00 O(D W O W -O+ 000 O+ 00 '(o D O Fll 73 ro W E.? a o 00 0 00 SAD o O J W • N N A ppJ�� OoJ cD W_0)i0 CO 0) 920 • PA A QA0001O3o W - •CA-.4 - '0000000+ 00 7'UM .. 0 -0 + - ro O 0010000100 ((0 A(D A (0000000 (0 • 00 o2 O bb)bbbc o tJ (J1t0',( C)Ob o0o t)) oo ego 0 V 000(100 N J W 01 01 0 0 0 0 0 0 0) 0 0 r°..- , V r 0 ✓ cn 0) 010)-' 030•0 O O (1) tr 0' •1 N 0 0(31 0Wj+c001c 0 000000 0 00 ? m m a? a CD V 0 mm -' 0((D W... `fl aaa J J 1a,1 O 0 0 0 0 0 0 0 W G7 t D -+ A 9000000000 314 00 0 0 00 00 0 00 00 0 0 - 0 0o 00 00 00 00 00 00 0 00 00 00 \ E .O. x 00 w°3) mm = en wOm 0 0 N O 0o0 6600000000 '((0 7pg- 0 o O O^ N N N ,+ J I- N CO (00 00000000 0 000 (00600000 (00 00 7'N ( • 0 0000000 0 000 0 0 00000bo 0 000 0 0 0000000 0 000 Z a 0 0 0 0-4 0 0m. '' 0 r 0 (1) m N D r 00000(00 n 000cno(1 m 00000Wm. Z O O O O O N 0000)0 - ,'11(0 Z0000$ rog-. y0 M700.0 0 O as m4 0 41,N 0 V 0 V O A O w W 0) (70 7 0)0(0 -+ (O N (p 1 0 W O O C 0) 00 0 (0 v ( S)40 9N1 1133N19143 J J Om X M (0 ,00000000 ,00 00 0 m') 0000000000 tgi;0 0000000 0 00 ..m 0 0 -' N N -+ =• NW 000((00((0000(0 S N 7 00000(000(0 SA/1013211V m 7 mm =mm W 6> ma33gem0 00 -+000) "J .4.4Wn '030) W 0 0303 0 (O - 0) 0) V PPP (1 + (1 (1 N = N-'00W 03-+(0 S321f11V213dW31 TRACE® Load 700 v2.3 calculated at 10:49 AM on 04/21/1999 O 0 O O N A O O 11 O O A O co 7 CA QON G0) 0000 -P CC? 0 A D 0O COD OOP m 0001 -n 1^p -1 O O 0 N o o J m CO O O 01 0 O OD CS Z O O O co 0O W 'n O O CO O O Cr31 m g O O A S 0007 Fr 73 NO110313S 1103 ON11000 :E p3 0,osco o m rA o 0 0 a ern ci �' �cc °� a °� cn C'o�','^p �n3�'D G�O � cncn= • g m c a;? c VS2 c =, m o 7C' < .� a�os3o- -vfl?yN p�W a cx tuKow�mro fD 010 .a7o(7(nnmm� It WmN•U0mnd 0 -7T any aO °r' D W •A. m 0. ii O. ii O a-. Q._O N • en In en c a S' m N co rA y D� o N -p.p'7 - -..4 + o co J O 0 N V OJO 0 0 0 0 0 0 0 O O 0 fm" CCD 0) '+ �0 e• °* ,p13 O' D CW11 GOOD 00 ON 0 0 co 0 000 A NO =CD =, D 0 m w 0 00 0 0 0 - ,'. 4.' 3± Az 03 -1 .+ & W W fV W 00 00 fD W N -+ O W O 0)01 A Er a, 00000 N CO N O V o -.l 0 00)) 000000 41 N 0 ?_,.. ,V O 0 _ A O O NOOO co COO ON) ON W ,000000000 0o OOAO 0 C) O 60)1000.0. NJ CD in 0070) W•OOOCCO n) V tD 1.200 O 0J 0 0 0 4 010 N 0 J CT1 0)000000 J 03-+ r•► )4V3d 1103 9N11000 0) �l �I W Q .g O o cn (p� co''' iCD OD NJ 00) O O -+ .s.. O A co 0 0 0 0 0 0 0 0 0 0 =' CD 0 F9 . CA 0 "0 m \ O - ..a -.� m O 0 0 0 0 0 0 001 C D 0( 0 0 A 0 0 0 0 0 0 0 0 A o n (11 ca O 0000000 CD la 041 N 0))0000 00 O CD CO ° �' O OOOOOOOCO fn OA ...,..' )1V3d 30VdS 010 1313 o • w w w m Co a O 0) O O0) 0 000 66000000 00 'n, 2 o0 W 0 h O .+ - W W i .a A 00000000 O 000 A 600000 Ow cn0 r(Ii x O0 CD O 0 0 0 0 0 0 0 0 O PPP 0 0 0 0 0 0 0 V N O p n 0 O0o000OO o 000 0000006 v� No . O 00000000 O 000 0000000 J W O .-.... O p C (0 C Is d N 7 71 w 6-.6 CO eis d 0) 4. O O O N O N co 2 0) 0 0 0 4) 0 4) S 0 th A o o o 00) 0 8 3 a 000030,10)1 m 000000o'n,'v 0 0 0 0 0 0 < 000 W 00 m(0 NOI10313S 1100 ONIIH3H 0 N 0 CADN 0-+-+- W O- t W CA)103C0 1 W (1 - C O 0J) (11 0 CO S)13 0NI2133NION3 avanP330"; < 0 O A A 00300000OoCO 00 x C0 m • Cr. 0 0 0 0 0 0 0 0 C SM01d211V )1V3d 1103 ONI1d3H +OOp,CJOCJO W - :: .0c:n cn co 0 (0 C7OO -0i)03 J N- +0000000 S3a111V13dIN31 T 71 0• - 0 c 0 (U ? S N 0 ji =3 P om .w zw m 3 n� 0v Z Dw O O rU(7 O 1 m 6 N_ 6) ;I1 0 0 1 0 (n TRACE® Load 700 v2.3 calculated at 10:49 AM on 04/21/1999 O '00 C m to A 0 g.(0 ro O O -+ 0 0 -1 O P O O 0) O O 0) O O V O O N 0 (D (n KO cod 7'15 0 O A n O O N R a 00— m 000) "T1 0) 0 O O W W 001.4 m g PP:" S= 00- + cr 000 o o c m< 0 O '.AJ W 000) mg 0 0 91 s _ 'abr.) o- NOI10313S 1103 ONI1000 * XI M 9 m =0 -FIRS M 1 1 03 00 0 0 0 0 0 0 0 00 lelol ssoi0 m k <Om c Om w gmr.p+.ogmm m torn D�J • ?— o r Z7 a O C y m co !p� C =_1 d m N N p '.G m c - 2�•°*S� Do m m rm o a7 1 o o, 00� .. 11 �D ▪ N C °R' G 11 y If p0 O O o d Pr 7� V N Om ✓ m O C 01. N D) (D m 1 m D3 P 9 m 0 J N -+ O (n W -+ 07 + 'p 0 OO 0000 CO 0 00) CO N 0000000 O 00 7') N O_ z N O m .i1 0 W s ... A A co m r 0 p� N�7 o D r A 000 00 0000 N O N (0 000 (N0 00 =N =i O F D o 0 00 0 00 7' -=; �_ 1 CO V (nom r O :.. -+W N (noW A A --1 10 A (.300) W 003o^�a) N N W O Z ~� (71 000000000 O 0)OA (0000000 (0 00 7' �.., V J O, �... — J "'I (D J O O I�000CD-40 N C O -N+0 0 0 0 0 0 -N+ O O o n O 010obo in b in W A%7 0000000 O 00 u (S 7 O O 0) O O o N 0 4. 0 CO -+ (.J (D V 0 0 0 0 0 0 V O O v. — R C) r w O -+ OD (n ... m '0 O V A la (0 1s (000)) W Q O7 D � N O O CO CO 0 00)ON 0000000 0 00 = co N W.'11 n co v O ID W ' C O (71 . _. � " J P D 0 0 0 0 0 0 A (n — co (7) 0 0 0 0 0 0 0 0 0 0 p 2 C O0000C ON ∎1 b)(n1 6000000 0 00 . Er 7 O 0000000'1 W 0O910 0000000 0 00 %a.. --R WW D) D) 1 0 c • O 0 m (00 Om V 0 0V 0 000 6600000000 5V A. > Z Gi 0 n (10... j O 0 ^ 4, :, J+ R 1 1 O 0rn 0Q� o, M 'o EF 00000000 O 000 A 600000 A o0 S(n O O 0 0 0 m c mvc 0) m R 3 m 7 x g co -,, •_ (c R E 10 000b)OwW A O o O N O C) d d O — A O O O O O W Eh .. 0) O 0 0 (n o cn 0000000 (n V O O O O O N 000WO -+ m m a 'T1 CO NOI10313S 1103 ONI1b3H 0 0 0 0 0 0 0 0 0 0 0 0 00000000 0 O O i7 00000000 0 000 A N 0 911-4p� O .OW- 0)00 -4-+'J W(C ., ni 0 a. CD "4 0 0 (0 S)I3 ONI2133NION3 OM X r -a - ID w m 0 600000 0 CD CD 0 (11 O O O CD 0 0 0 0 0 0 0 Et 7 0 0 0 0 0 0 0 0 0 0 R 0 0 ■A A .mi O O O W O W o 0(C T 0) 0) 00000W00(0 SM013211V mmmIDID 13 00 1 WT+pE c 00 a00D33 - a00- ((0 W ((0 0 0) W 0) 00 00 0 (O 0 00 (1131(On 7= N »000000 ."0 S32Il1Vd3dW31 OT d o. CD S' ZD) 03 3 mR :OG) ow N � D .: 0- 000 x). 0 c- m 0) ((00 (0 (0 N G) 0 0 r 0 0) TRACE® Load 700 v2.3 calculated at 10:49 AM on 04/21/1999 •p C 0 • �+' X nw K • ( A 00.t. 03 0 O cn 01 -� 0 0 -+ -+ 00i O 7 m N 0 0 -A+ N o o 0 7'•° 0 0 O 0 O - O O co mm oOppi mg O O A 03 00N m O O N 10 ER 0 0 01 Qom' z A O O O 000 -n< N O O v 0 O O A $ _ 00VI O'z NOI10313S 1100 0N11000 5zrn vm N 0'1100 -^ r. 'CO • CO 0 0 0 0 0 0 0 0 0 0 7 ii V (0 03 0 03 --fm �r m k< 0 0 0 0 A O KK T C^ 0 T m* 6 0 i1 m m= to • c Z= d . -.m tr 0 .8 N N tr D� y .7. D) N N 0 I< C (D _ C' to N ' -' O w • 2W ^2mno nT ° rm ^OQ.m000 ° nG7g v 1°'•.• -mai m 1' ii a tun m o aria) a no a0i (0 N. c .. N o (NI) (1 'CI v v , N c0 0°. a co 03 a O CD P • D3 W 0) N O 03 + 'O p 52 0 �y-• O O S A pQ�� J(0 0000000 O 0O s r (D o N CD w V W (' S-4 W (O (° o CD 03 -. r. W 001 rou oa w W c Q D O o0 CD CD 0 1I6 C0 O C0 (0 000 C0 00 7' CD dl CD (A ■+ N 00 O op �',m. D 01 1 i W J J -+ W W ■0 O hap 'J f0 CO Qi - C Z 0) 007f000N W O W A --1003 (0000000 (WO CD CI 7 -.IOs 0.0 _ _ - h(D O 0(7100p0)N+O ,(00 N3 - . (0000000 (0 00 o f) O 0000000 V NO W -W (N0 VO 000000 JO 00 ea, )Id3d 1103 ON11000 0 7 0 A W -Ni + N (1t pW� co (w�,� pi A (0 0 00 A A N (0 0000000000 7 0, (MD O O 0 0 0 0 0 0 0,, t.p 0 0) N O 0 0 0 0 0 0 0 O O O o Er O 0 0 0 O O O O A 0) V C O O 0 0 0 0 0 0 0 O O O 0'0 -w (D J i O 0 0 0 0 0 0 0 W 0) 0 o W A 0 0 0 0 0 0 0 O O O p C) 0g O 0 I O 'J W \ V MV3d 30VdS 013 v o 0 D 0 C W N CD 0 0(.O 000 0000000 o 00 7H o2. So— — 0 J i W m (D 00000000 O 000 N 000000 (A1 00 7'N x- 0 0 00000000 0 000 0 00000000 0 000 0 00000000 o 000 m C N ; c 0) '"3m'm.xm Doi 1 ON) 0000)0 V W C1 0 0000)0'ta7q 0 O O C��1 0 0 0 O 0 W 7 a. 000Cino00n m 0000003 m a O O O O O N 1 000 W 00"101 N0110313S 1103 ONI1V3H OW 0 O 0 a CD 7 O 8121 •1 o n, CD p S)10 ONI2133NI0N3 0-o i i M (0 ,o000000,0° oo p 0000000 0 00 0 5T7 0000000 0 00 c min( c, m x 3 m d op -tiM -45123-..s 31< =vs (i i J ° ° A O O • A = 0 0 0 0 0 03 0 0( G X _. d o r= 0 0 0 o O w 0 0(O SMO1d21IH Og 0± Pr?, ■ ■ )Id3d 1103 0NIIV3H omm(00 00300 c 0 E4 33w "0003 - 444((7 030)03 —03000(0 CO 0005n00n5nnpa N- +000,03001 S32If11VH3dW31 -n to 1'! a) a co N � 0 a • CD (D �' 9- CD A n) o w in P 0 0 0) co. (D zd m m G) 0 TT cn F (T, v� 000 n O 0 m --1 cn CO v co 0 Is 0 0 1 0 co TRACE® Load 700 v2.3 calculated at 10:49 AM on 04/21/1999 y co J a O O A O 0 000 N E' 0 0) 'O V 00 (D 00(0 CD (D 7 O 0 O CO W 0 oOA S? n O o D 0 0 ((0 g O O . 00(0 mA 0) 0 O O W W o (D m ooh ODs 000) 0'.17 th 000 a) 0O G) ni O O 0 V O 0 01 11 5) 4). "_ 006 vX NOI10313S 1100 ON11000 5 rn o n D—) o •Ti oo - , G) J J M a o o °0000 0 0 a N 0 0 0 0 .,.. - aov�u,oc> > m 1 0 7 <°0°D)g C 2 3 Cm(n ° c ggi-j, *eD. g fncI 4 g'e aSd'na� c �,v° 2'7=47, a.— D' y y o `mo o o�„ Wx:LI°:i >,0 m ovg0. 00 oo •< d N 'fl d '' Q 11 0) 11 T °• O. . °. C 0 V 9, II 'D .+ NBC ... 1O II V 0) (p O V O. o y O a a1 0) (0 o -1 7 DmN CNo 43 .N .N n) ) on W �+ .0 . 0 OO O OA A A..+(0 0000000 O 00 �1"' N ig O_ z N G) N CO CO W CO (D 7 fD 0 (h 01 WWp O) V V W Q O ((0 0 00)) 0 0 0 A ((00 0 (D ((0 0 0 0 (WD o 0 =o):1" > i 0 '�v W d m D 0 0o O o o �, ^D 0 :0 r CO J .... co — N W tD CO N SO v 1D to — '1 01 O-+ . -A CD iv V -! 00 00 n m n r.. -...v, � .� . e V: tl) (..D. W .-, .- ........ -... W .-..D C. E. z V O Oin0000)(00 (�0 1301 mv1 0000000 O 00 p n O CD CD 0 O W .. -1N CJObC600 W 00 \°Qg O ON000 W U10 (D N-+(T 0)000000 Q) 00 v-.,. QID A co co GI W O N P. W (0.3 Oo 0) co O 0 D . . - (0 O O O O O 0 0 0 0 0 ' (D I DD W 2 a n 0 r V 0u W— m " 0 J O 0 0 0 O O O O W 001 o o th 0 3 0 0 0 0 0 0 0 0 pp n v m O o00oo6o(D o 0) o00o00o b O0 a a, a 0 0000000 (D -. CO (D(0 0000000 0 00 �. ,.. X 1313 0) 0 N N (D D) RI 47 ta ttp� a° N m O D v. 4 O O P O 0 0 0 17000000 O O O 7'N 700 W- Z 1 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 O O O O 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 O O O O O 'O C 0 C m N < 3 N 7 x 7 m o. ?: d = s ■ "" " o (0 0 01 J d O O O P O V W n ■1 0006O1J7''Z 0 0 0 2 A 00000 -+ PPP91PRI m obbobCOT,7. O O O O O N < 00000 -"il(O N0110313S 1100 ONIIV3H 0 arm O 0 c o N O D 6D .A N 0 O 0)- • - 0WO n) (T A-+ Uf 97 O CO O) NCO A (D J W N 0 L. 0 N COo 0 co S)40 ONI 133NION3 J n o 0 al O O J ..4) P.V — 1 clo N in6cm0000 c0)) 00 sN 70(- J J O et 0 0 0 0 0 0 0 0 O O 0 n 0000000 O C6 c E 0000000 O 00 ...,. 0 0 > 111 3 < -Vic 3 (,K . y+ B 0 ■A 0 O A A 0 7 0 0 0 0 J 00(0 Z ..b. 00) 00 000 -+00(G SMO1d2II1/ m XI TI wage 00 ;��D3a 00 000 - -.301 ••+ i CO O) co Co Co Co 0 (C tT COT (O N O O O n = S32IfliV 13dW31 TRACE® Load 700 v2.3 calculated at 10:49 AM on 04/21/1999 O C 0) FR' CD P PPP j G O 0 0 CO N c) w v (An 0 0 (A1 C � o OO<h W4' c co N O O N 6 O m P 0 O 002 33 O O co OON "(1(^D 0) 0 O O N CO 0001 11 PE p00) 3,_ 000) c Z A O O O O O W m< O O O 0 O O N 'T1 W (3 Pp A 2 00(0 u M NOI10313S 1103 0•I1000 *mmum o w o = O -« 4 -( N W W (O (7( O 001 N N 0 0) 0 leiol ssoiD N d N = G) - Impv�u�pc> - m A K <c m c c (D to E. (nom �r1v�G�G� mom= C — w Z =m 1 �m °mo w —I H —� H °, � o w,+C71$>>ar0 m r °oQ =0 ocno (Dm � .iJ . CD y• ^ o� co ^ ,. v1 N v o o. o m N O N C O. N w co • co o >3 N =1 P. N J O A W J W N -N+ + N -' 00(� 0 1 1 V W A_ W d W O O ((0 N v 001 N O O O O UWD W O 00 =T' 1OD v W N 0 xi - J J A A W 0 A O O (0 - • 00 O CAD N O (v7) 0 y00 co V ▪ 00 a(D D a 0 iu 0) • W a o 0 0 0 0 0 .- m= cu V W 0 -+ AN -+ AWN 03 N -+ A a),i 01 O IV 01 b (D U) (D -+ J W A N W O O V (D CO (3 CO 00 N (T N W -� V c z 0 U( 000000(000 V V 00 V 000 V (D W CO 00 S ,0. J ."11 O O,N000(3(h0 (01 11 o V 3) -'0000(h V (D 00 Om O ONGOG.PNC N co *4 CobbCN -+01+ 00 a �7 O O A 00001 V O O) -+ V CO O) O O O CO A (,)) O 00 o� )IV3d 1103 0NI1000 0) 0 DW -+ co A J.+ W N -+ NO -03 -CD W CO O 0 V 03 0) A V N ---+ c— n OX 0) 0 O N N V 0(T N 0000 (D W O 00 7(D (D CO i V 0 'o CO a (0 O 0000000 A N A (hA 000000) 0) O 00 o n V O 0 O 000 0 0 0 O Co V.P 000000 (D CO O 00 \°g O 0000000 (D N N (DO (D0000 O0-+ O 00 .°.. -- )IV3d 30VdS 010 01 03 d 0) J J -. (D • (D v Co 1 0) 1 co mm O co O O� O 000 014) 000(07)0 O 00 7'y p0 1 = P -In Oj N 1 �* O W 1 W 0 00000000 O 000 -A4)00N010 A 00 =((A 7w(" oro M (D O a Z7 c co a C 031 0) a, o - c) w .o O 0 0 0 4) 0 A W w n 00 000 N00)7"Z n O j, _a O O O O O N 0000)Op m o00000o'II g 0 0 co 0 0 t 06 0 W GtJm(3 N0110313S 1103 ONIIV3H 0 0 0 0 0 0 0 0 O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 z ao N (7 A o O o o O 3 Cow J W C) CD 01 C to J 0) (0 :+ 7 co W OD W Oo 0 (3 _ (0 O (03 00 00(0 S)10 ON11I33NION3 0 0 0 0 G) (VD 0 V O o o n b boo 4 C 6 A o 0 e 0000 V 0)0 O) 00 °.. —,.. n 3( - (n- g< x3 (0 occ 0 -+ i+ A • -+ 000NON00(3 _ Ja = 000000100 (3 SMOld2IIV NV3d 1100 ONI1V3H > > >(00 .-3 p c c 0 ;ooa33 - +000• (3(0 co C) 030)WNWOo0cif OC D CDcn- 07)N�= N- +00030O1.30 S32If11V2I3dVI31 r. W 0 m g0 (a �' N O. - N P TRACE® Load 700 v2.3 calculated at 10:49 AM on 04/21/1999 o v C d .(06. N O O N 6-4 o -, 00-4 (7i) 0 m V P. OOP. Wn. O O -• 0 0 0) 0 0 (n 0O' 0 o co m 0 O N T m O O W CO O O .. T O O COD 00(0 0- ;o 000 co O O W T < co O O V W obV T3 o0,(An 3,z O 00) 0'.77 N0110313S 1100 ONI1000 *ten".' —' a02 oo --«� 0 0 0V004). 0 0 0 0 le;oi ssoJo G) W g z N G. - 4mOOMCOA �> m m x <(c) cco c c M. 0 C�� r r 551 *G) 0 2 cn0)Z ct ..I 5 N O m w ;T m o -1 (p g 0) O~ _ N 0' 0 to H C7 N N 13 S'i Wm N77m =C m o= m m am w a 0° r .D �o°:r%�°: ° ii H ii °o °� 0. m II o m .0 v V 0 O m H O C 0. IDD m _1 = Dm Fi J _ M 0 A -.. N,.dWN �(+.D 0 t(T� 1N6�''�1 W co O O CD ..;1 A W .0A V 0000000 O 00 7' (. IID O z 0 C) m 77 =+ N N " N N r 0 0 CD (OD W W W O O C a D 0 1- -+ oA 00 0(n V o V co 000(.300 =cog. o 'D 73 ljj Ill a (41g> To Al ri 00 0 0 0 CO V N J CA A , -+W A V WA V) N m"' J — 'i v (n �p z CR OA 000 -4010 O (NA A 0 000000 0 00 7'��. ■ V 0 N 0 0 I. 0 0 0 0) A O (NO N A V N 0 0 0 0 0 0 N O O -I cam') 0 00000 V410 (O 00-+ 1D000GC0 (p CO \ °gam O 000000)(00 -' 0) 0)N A00000O A 00 — .. 0 1 J cn . �I-+N O JOp ..� W O'y D� 0 000) w w(.0EI 00000000 00 7'(0 co ,00on oa m V b a 7\ 0'o m O 0 0 0 0 0 0 0 (n (O l) A A Q) 0 0 0 0 0 0 0 O O O 0 n CD C O O O O O O o O N .% N o 000000 0 00 c fil 7 0 0 0 0 0 0 0 0 0 O (0 W CO 0 0 0 0 0 0 0 O O O ..... 07 c 0) d O n = J (0 m rTi J N O 0 N O 000 0000000 O 0o =(_!) - v� z n oo o (n j O — w) (n in " _ i" �p co 77 Mi (75 00000000 O COO ((7)000000 (.3 00 S(=mll ,m°1(- J O O O O O O 0 O 0 O O 0 0 0 0 0 0 O O O O 0 O p n O O O O O O O O O O O O O O O O O O O O O O O O 00 000 000 O O 00 0000000 O 00 .o.+ -.=. Om 7; J M m 0 p c CD ' C d E K m S x= cu 0 000 6 0l1.t CD CD o o ar ‘2' 0 00000))0((00 OOO())OPe) 171 0000000 T ,. O O O O O N 0 00 WONT(0 N0110313S 1103 DNI11GH pWnnno 0N0 =a m � N N 0 W O 0 M A O N . (n W (J) in 745 0)0)(31- -.A(n0 x m tO O m (t) O 00) A 0 CO S343 ONI2133NION3 ax nx3wg< x. 0 0 0000))(ODC((000(0(O _ d (71 03 00000(000(0 SMOld21IV >>> (00 °a co 3 O c 2 0 00 0 a - +00040 W Ci 0)0)01 N 0) 0) O (G 000(31((71( OnNx N -L 0 0 0 ( N0 S321111VN3dIN31 TRACE® Load 700 v2.3 calculated at 10:49 AM on 04/21/1999 o •n c nom) g 0 PPP o 0) 000) v) u f) 01 13 V O O V c in b o in m' i O O N O O co 7 O O A m g O 011 m O 60.o. m l O O 3 000 Q'r7J r (0 m< CO N m 0 S= UX NO110313S 1103 9•11000 5X�Tm d °o m A o -- -„q o C.3 (a 03 03 0 00 0 0 03 0 0 0 0 le;ol SSOJ9 VI 3 3o0)--0f""vV- c °latocaXmmwm °.4 a °- ▪ m5z=w>19ro 0 ocm°o0000m•p z,. a • W N -0 m s d T n d o c° r T 113 11 a. II N �� N a3 W o0 to 1C1 c 0. a a) m 191 o >3 (A P. W W N O t 0 Co ... i O O N 00)) 0--00) 0000000 O 00 S r°1* m W 27 N N U1 0 CO N t* O 1 :1 V 01 0) 0 0 ... D (AO 0A 00 O N 00) O 00) (00 000 (OD 00 ? 0 D 0 O 'I+ cv O (D @ 0 0 00 0 0 0 7 -D Li ._ CO V 0 V -a to N -� N N - 0) -P (D (O 03 1 0) (00 (D D V 0 VVVV -i+ 0) OA 000-+ O N CD CO (0000000 (D 00 S �ro V i _ O O N 0 W- m O 0 6) O O O A W O O O N V Co 0 0 0 0 0 0 .ONO 0 O o 0 O ca in o CCA V b A 0(OA bb bb b bb O 00 \°Er 7 O O (D O O O N i 0 0) O V CO - +000000 -• 00 °. )IV3d 1103 ONIIOOO O O O .NA. (0n 00 00) 0000000 O 00 O 0000000 V N 000))() 0000000 O 00 0 O o 0 0 0 0 0 0 CO O b V 0) 0 0 0 0 0 0 0 O C O c g m O 0000000 V W O N -+ 0000000 O 00 0- )i1/3d 30VdS 010 cn 01 03 0 (0 0 cn J g {11 04 O 0 01 • O 000 0!a o O 000 O 00 S v') PC -+ 00000000 O 000 - n o Q i ■ O N la -- ▪ 000000 -y+ 00 7'N x i i O O 0 0 0 0 0 0 0 0 O O O O 0 0 0 0 0 0 0 O O O o 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O o 'p C (D C 0) 0i • '3==x6 7 �g'w►(0 eaeo 0 • ooOP�� O 000000°•, 0 i D 000000N3 a oo0010(O1i1 m CD 00 b 00O 71 g O O O O O A boo W 0t'3 11(0 N0110313S 1103 ONI1V3H p W. n n � E'��VI o = Co 0 i A Ka 4a (NO -(p 1 co O O 0 L, N (NO 0 CO S)10 ONI2I33NION3 x3,25 =1 =53f,, 0 0 i 0 -1, ■ 00 OVON▪ ONO0)03 x (0 01 0) 0000)00.30003 SMO1dtlIV )IV3d 1103 ONI11/3H 00000mm m== W (D O) a o aq a3 3 W op 7•535D W (0 (O W C) .00 0) W A CO 03 0 (0 000(n ,(on 5n 7C N- +000OONe S32Il1V2I3dW31 7' N `IeaiueyaaIN ASd A8 swnspayo auoz n 'v g ( p . Zd 0) 3 m •• T o cn F( 0 °_ 000 ;0 • O C_ 0 co m 60 -4 (D N L) X O n i- n W TRACE Load 700 v2.3 calculated at 10:49 AM on 04/21/1999 0 P c d ET P. x < _ in 'p (0 W PPP O -I 4 001 m u 0 .o w oow n W 00 O O O Cn co O O N ca d 000 s. n 0 0 D 0 0 A Ooo m 0 0 � m O O N W 00N T CA (D 000) =x 00W o'ii1 cn 000 m T 000) < m O O CO O 00 /�N�• mg O O A - _ 0000 D•.i) NO110313S 1100 9N11000 smm•OT D 0 m ,4 O A V V (N C D 03 n00 CWT) 1e101 ssoa° G,.. -+�noo cnon <c m c c (�, 0, _.�(n� r1Z)�G�G)� CfCn� 4'cZSa•rtatc �m�wa °c�,�n°,,ea 00Wln�m =Dw �' odm° o�° 00r v .d. .-; A- .m. d — II q II O °. m °' 0. 601 d Cu =� ^ V �^ v ° a Om (n (0 (1) cm an N 0 m _1 = a3 P :I N •+ 03 ANA W N-A •F. W CO ((0 O c) OD (~D 1V(Jn N0000(W0W O 00 =rm v� CA m 73 W m m ■a ■a ■+ A A " co 6 WA A A - N co ca QD O W 00 O(0 (VI) 0 N 0)) .....100W00 7'0 =i 0 0 O r0 CO °; co a CDP. Zd m 3 0 O Cn Od S > O J. O L 0 cn m (0 co O IS 0 0 1- 0 Cn TRACE® Load 700 v2.3 calculated at 10:49 AM on 04/21/1999 0 o c EP .. X P P "( 0 0 '4 50 O O co (D 00(D OOCn O O 0 O OO a P m 7 o o 4. mFr •-■ O O V W co o O W m U3 E112. O O A = S 0001 Q''1) O O O W o O W '71 N O O W 0 o0-1 TIg O O N S OOW FrX NOI10313S 1100 ONI1000 ;U rn ' m D D1 O 11 ,'l O 01 CA O CA0001 0 0 0 0 gg� 6) N N a N -I _ j c x <c co c0� c y DC A c 7 5-1 *6)6) T7 tome 4. N 2= d d 0'7• y V obi y .a—., N_ m y y p• c al 0 SX•°* 27 DO d N r- oo a= 7 0 0 O 0�nCD 2 O +7 > 00 I� -a d fn�t) O' a ii a• ii o aam a o. w (2) V N 7 O y N y O, 0. O m N CO c a Gm 0 (D _1 " >. 3 P. A WW W 1G��1 .0 co 00D O 4 N 0 U, W 0 0 0 0 0 0 0 O O O 7' T T CD 0) 7 CD P. > 0 0 0 0 o O A W 0 01 + 0 0 0 ... 0 0 S (D . 0 A to )* W m D T. 0 00 0 0 0 .�� 1± CO - ... W i 5(..p) 7' ra .... a) (30 CO co N O A A N - O CA A Z - 00(7)0001 10 (071 0CDO) - +000000 -+ 00 7' g.N.. V r 0'O _ N O 080000. W O ((0 0INDDp0p�� N000000 AN 00 0 C1') O CDcncn00 W co 0 CO 0 ON2 000000 4 00 ° °..,7. 1V3d 1100 ON110O0 cn co N N W N•'O n 0 O (OD CO ON (OD 000) W 0000000 O 00 Et ' (D (aa W _ _ O7D CO N fD O OONOOOON (071 ONW 0000000 O 00 [o 4 0 00- +0000 --+ .1 001 -+ 0000000 O 00 agY) 7 0 00 W 0000 W W 00)01 O O O O O O O 0 00 .°.. .r.. NVV3d 30VdS 910 tiff 0.)d 0 Cn O 0W o 000 66000000 00 7' (71 2- 00 O 0 C71 1 o 0 J co 13 .W.. CW C.) Ca O (D -+ 0 0 0 0 0 0 o 0 O 000 - +600000 -+ 00 7'(,o x• 0•v r .a "1% (D O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PP o n O 00000000 O 000 0 000000 O 00 �E' 7 O 00000000 O 000 0000000 0 00 .°�... -,. O O c (ID C 001 N - +i "(O .. (O 0 0 0 01 0 0071 m 00000 D11 O OOOO -+ 000 W oco'11(0 NO110313S 1100 9N11V3H N _ O Ci 0)000- p� la •D V •El (D A 0) V O m X w 01 O O C; 0 v v 0 (c S)I0 ON11133NI9N3 C) 0 0 J J . NN 0 N 0 N 00 Ci1 S W �a O O O O O N O OCO SM01d21IV )1V3d 1100 9NI1V3H S321f11VR13dW31 74 N (3 • W 0 c CD 'f' 03 0 2. C =3 P� ov g i. a Z Z 0 W N ;0 0 ED .0 0x o) D 00 rtC7 O 0 0 6 N Ix x O 0 f O TRACE® Load 700 v2.3 calculated at 10:49 AM on 04121/1999 -1 0>E 7i w "x <n = f° m 0 000 0 'I co 000) ma 0 a 'fl J J C) PP- J O 0 4 c (7 o co n OOCD WtU 000) o- 13 C) 0 W D 0003 co O O O O 0 -) 11 0^p 0) O O O N 07 0 0 0 11 g 00000 ra.x 00- a.'a 000 co b b W 11 N 0 O O W 0O�N1 11g 05:7 0003 O'.Z) N0113313S 1100 9N11000 11 51 11 11 41011 J J J 0 W W (.11030 003 (0D 0 00) 0 leloi ssol0 G) cn W 4) 2` knpo0 a °s co n'Or.. 0 rnv GG cn I 4" co C. 5yZxdd�O y msn0_io��3'"gc,w' 0cem0 W N.0exo x y oo m o n o.m y a o o r- 11 `< II II o. -, 0 -. 0 07 co `i �v ��' a V N v g n o pa 0 (D P DP. 0 0 N N N Cn N W N W A V - V A CO g n 0 N 0 O CAN O V A V 0 0 0 0 W A 0 0 0 =1.07 r Z cn G) co m 03 CD 0 0 1■3 NN N CO W�7 6 D r 0 000) 00 0 W A O A A -W+00 w 00 N D o �ro W P30 co 11 D --o 0 00 0 00 = -_; M_ MV W ■ -+ N N 0) CO ..{ ppC0�,n CI) ••••I 0 CO N D1 000 Coo .A A CT0) W V AN. 03 c O Z ` Era, -+ 000000w000.-4m - +000 -+W A W 00 =. -.m. 0 — v w 0 J. N -+ as A -i "11 O O (n0000)(.30 W p0) A (00000(71 V V 00 co o 0 ON0b0T4)0 (a 0 .0(0 (co 000N -1'J N 00 0 a. 7 O co 0)O O O N 0)O 0 Oda A 0 0 0 0)0) A A 00 , 0 cn 1 o fn V ."'. N Cn 0 .o O o (n it. NIA ..1 co A Q W co O0 (D 0A A � 0000 W .A 0 00 S (7 0D Fr) r) n V Ill co O (.) 11 W "V O 0 000000 W O) 0 7a W 0Oo000V O O 00 o n 0 00000000. in bob) 0 bobto) W o 00 0 ag O 0 0000000) O ONO3 00000070000 '0 '0 03 03 }a 1). !D CD CO N'0 O 04 0 000 0000000000 =CAW W0 1 n W 0 o 0. W 000000000000 W O O O N 0 0 0 0 0 =OW W O(0 X 0 000000000000 0 0 0 0 W N O W O O 0 2 b b'00000b b boo obbbb)Ao in oo o bjm O 000000000000 0 000NN0 0) 00 �.. O ET p C (x7 '9 C d N m 03 Iv iD OOOWO(nW 07 boob)ows� 0 00,0 CO 0 W J D) 000(no(n In O O O O O N < 0 0 0 W O N 11 (0 N0110313S 1100 ON1.0/31-1 SI0 ONI2I33NION3 >73517)305 < N� • 0 0 0 W W 0 0 N W OW ON (G X (7 L 0 0 0 0 0 W 0 00 SMO1 *2IIH > > >030 ao3o07 0 0 c ao D - +00((0((00 W 0 0 'b) 0 W V b) 0) O 0C O OO(n(51PN.x. N- +000)3 N( S32If11VRl3dW31 7I co 0 cn 1 CD cu C P vv a w ID Zw m 3 m m ;v G) 6 0 cn Fr, D vFi 000 t0 l7 O cn 6 v O n (n TRACE® Load 700 v2.3 calculated at 10:49 AM on 04/21/1999 o a c a '* x H �10 J O 0 .' 7 O J 0 0 -+ N d v w oow g0 oca N Io 01 N 000 �0Oi OON 7'• 0 0 N a 0000 ooh' m O O P 'T1 O O 0) 0 Co O O W 11 PP! = X 0 0 01 v :0 O O O co OC'co "11< co co 0 A 00-4 11 O O N CO S 00 W 0'.71 NO110313S 1100 ONI1000 m0I ?1 . 0 'T1 a 0 03 CO O'400"I 0 0 0 0 G) N N g o zoczo)0 ) S � m a < coi ID c ID Co g 'O � w. C0 5 n1 'U * G) G) 23 0) CO 0 II 0 od. 0-4 mo9 p w .0ID>71D1-O fD �i = 0 �a)fn° a Qm d ro. ID . II ..o : : N : ° � ° II C y v y v y ro N l c a g N m m N Dm Fi 0) i o) tl) + 0 W th la 0) to 00 003 00 Cobh 00000000 00 E - -c. Co to Im CO - 0) 00 03 w c° D O O 0 N 00 00 Ch 0 O 000 -+ 00 7' ID 0 iu o h W N 6 0 00 o o o - -.D �_ A \ J. .1., A :**4 I CTI J J i A V- ul WW0 O Z vN CO-' V 0) W W W - 0N 00 0000 A W0 W 0 W ID ++000000 -+ 00 7' ... V 0 v A _ _ -w ID 0 o0o000A WO (0 PPP NOOOOOO (J o0 oo ° o G0<000O ca co ONa) . oo00 O A CO o Er. O 00)0100 W V 0 W 0 0) A 000000 A 00 �... )W3d 1103 0N11003 Ch -� W W N CO J V W C) O N 03 0 CND (D)i 0 0 0 0 0 0 0 0 0 0 NN •••• (ii J O O N O O O N Ch O N W 0 0 0 0 0 0 0 0 O O O 00 W 0000 W A 000) co 0000000 0 00 )1V3d 33VdS 013 Ca 03 co ID ID !!.7 .2 N O 0 0) O 000 b 15o000 00 00 o'u0i 7D'C 0 n 0. Co CO Ca M 0) 0 0000000 0 000 0)000000 0) 00 7 N iC co O 0 0 0 0 0 0 0 0 0 0 0 0 O 00000000 0 000 O 0 0 0 0 0 0 0 0 O O O O O c co °c a co < 3 m x ID ° ^ — o 0 d 'o j OOOOO -+co 0000 O N N a n 0 0 0 000 0 00) a 000010,001 m 0000007x'1 a 00900000 -~+ "4 < 000 (.4 000 11 CO N0110313S 1100 0N11V31-1 0 O pAp� 0) 000 W AOA)- 4"40(0 x O O D'a 0 V V 0 tG S)i0 0NI I33NION3 J i O u 0 0 0 0 0 0 0 0 20 C Cf 00000000 00 �,_.. X a C O VO _ 3 0 O O CN CNI1 UN (11 h i7 O O 03 03 0 00 0 00 t0 S co o03 o o o o 0000 SMO1d 1Id )4V3d 1103 ONIIV3H 5 > > c co m � D n w30e c 0 no3 3 co 03(0 W AcocoO(0 OOOCh 101101 -~+= 00) 0o 0)10 S3af iV f3dW3l leo!uey3a1/11 dSd AS n surnsvayo auoz TRACE® Load 700 v2.3 calculated at 10:49 AM on 04/21/1999 o •p C a at ^x H �(0 (n 000 �o P (0 0 0 CO W at 0 0) .... g 0) •+ ▪ O O -, O O N ?4 cn (D y 00(0 CO 00) 0011 S? c) 0 W D 0 0 A oa 005) 0 7 0 Ou 'f1 rn 0 O O N Co 0000 mg 00,000 x 00-+ crX O O O N 00W •11< CD O O O W 0O(rr -ng CO 0000 0'.':1 NOI10313S 1103 0N11000 rn al) „ • 00 -^ 0 J — O A A (h-+ o 0-' letoi sso.10 0) 0 a O. �{ 00 01 ir " <c °(0c g c) IF ' Ei cn5 2i 'f if Si-if (1)0) •eZSa.naw00.0 _°'qa°�'°— 'hH°, = =c Wa3cnva)� -g am Do,m -n QQm o °o m o .. �; c Dr v N v °5)o ° 0) 0 5)v (0 0 to cc O. S'i w co • (0 N as N N (h 0 CO 10+ •0 O O CO O N ONO -co 0000 W A O 00 ?V COD 0) • (CD 000 00 0(OD CO O 03 N -W+ 00 -N+ 00 (D n D 0 0 73 co co F. gg O O O O O E n �3 03 V 40 — :+ I -+ N N O) (h _i a) V -+ Ch (D (h 0) O U1 O) (31 (4 co - O z CT (OO 0000000 -' 0)O N 0N0 0000 -W+ W A -N+ 00 S�° s' im O'0 r (D o r O O (1100000 W O W CD CO ,(c0000031,09) 71 00 0 0 O 000000 W O 00 0000 (01)000 CNO-+W W 00 .. . p )11/3d 1103 0NI1000 CO � O N 003 CO V AN,p C Q (w') C1 �T c0 O O W CO 0000 V 0000 W A 0 00 S(D (D 0):l V co -+ Ov W r CD _ _ O 0000000 W CO 031 W V 0000 V O O 00 0 n V O 0000000(A bD 0io.4 b)ooaob)oo 00 egc 0 0000000- +-+oVA 030000 CT woo0 .... .•.,. )41/3d 30VdS 010 CO 0) !a 4+ % (0 0 CO �W ., ... ... 0 co N O 0000 O 000 0000000 0 00 7'( ,-w*• >o a0• J 0 C31 • O • J I 1 0) v 0 O 1.. '..A _V �A W CO W 00000000 O 000 CO W b00N00 O) 00 ((l Om O0 O 0 0 0 0 0 0 0 0 O O O O O O O O W N O A O O o n 0 00000b000000 ocoorn -+Of� 5)o \ °�� O 0 0 0 0 0 0 0 0 0 0 0 0 O O O O-• • I O N O O v w o = (0 -o D 3 f7 C (D c x 7 =+' rw+ o 0 AI •O Pi iD ooCwoinco 3, oo0VObos O ((pp 03 o _a 000A0(Nh� �J 000 5) ,5 0110)1 m 00000000m �.. O O O O O Co 000 W 0 -- -n(O N01i3313S 1(03 ONI.V3H N a CD o a o o g O (VOO+ V NNd 31 W ((00 A 0 0(0 z (D V) N L• :, wo1 V 0 0 (0 S)10 0NI 133NION3 DTP ,T3cn5 < kS .. 0 0 CJ cp 0 00A030((10A(0 (0 O C 0 o o 0 0 (31 o o(CI SMOld211d MV3d 1103 0NI1V3H > >>(00> n wmcc 0 )' .n.3 3 00 •+0009V09V13 W C) 03cr) (..3 co 03 0)0(0 -, O O) 00 0031(h(1N= 0 0 CO 03 -+(0 S3211111sa 13dW31 'T1 A 4 �°° p 1 • CD I (0 0) 0 aI T 0 V: ! C P ov tn� Era cn cDg 0d w 3 _vo ow Dg o• C3 O L 6 co 0 12 O 0 cn TRACE® Load 700 v2.3 calculated at 10:49 AM on 04/21/1999 -1 0>c 7.5e 1. r• t° to ▪ ° ° n • o O 0 0 0 N g 0 0 .0 N ▪ PP" CO - 00 Sq 4 O O O C O A Cn fD K O W =. 0 O 00 V) co m O O O 00M 'ma 0) 0 Po" co O O V 'n 01 o = O O O _ 0001 CS M O O O A 0 0 4) 11 co Poo W obi.) 71 01 (0 .. O O A 1 = 000) Q XI NOI10313S 1100 9NI1000 DI 0 .n o 0 0 (n WOO W U CFI 0 0)o a 0nov�u,oc> S �~ m Cl. ▪ 019g q0a=4Cig "A7=0 • _• M =o D_0 m p m j a> > o A �I • V ° N C . d °. mil 00 °• 030, n 0.630 O d 0 0 = v v y 0 0 • to c a N N co (D 3 D W (n (0 N N Q) 0) r'F .0 •• •• W 1.)-4.. 1-+ Npp V 01 NO 0 �1 fg) W O O N 00) O N A U01 0 0 0 0 52 2 0 0 0 7• r. o CDM 7 CD Q) N N NNp3p V ,,pp V co y S. A 0 CD 0 0 0220 A (WO A. 0 0 (.T 0 0 S 0 D D 0 W 0 1 • A =o 0 00 o O o =._; '_ °P .A N -+ -A N N V 0) -1 cn '+ (n O vl Q) -NN+ w Jfyf�•. Cn ND V ''''')Z CCT) J -A+ 0 VO O O O OVO O) O O O N W i+000A ElA al 00 S__ r„•. 01 O.0 V -w CD J 0 OU1000 ODNO pJ Co V A — 00004 -A cal 00 0 C1 O 00000OOA O -+ OA in 1a 0004).- . Oo CO a a a 0 0 0 0 0 0 0) ( 0 0 01 0 0) 00000) co O CO 00 -... NH3d 1100 9N11000 N • N rn rn (nv Do tv 7s, {-a' ( d O o V (ND OA2 NOCDCDCD ? O CD CD 7. 10 m W? ao O.0 -° -% 0 .+ O o0000OOw V O W CO (0000p01W O 00 0 n V O 0000000 -+ 0 00)0) 00000(000 O CD CS e.a 0 O 00000000 -+ 0 NO N00000)0) O 00 —.. )Ind 301/dS 910 -O -0 0) co mm 0 b . W to v (Vil O 00 O 000 EORT60o0(310 O 00 S Ef (Cn x' vo W = N 61 4. cn j+ A 2+ A �1 A N N CD CID CO IV O 00000000 O 000 0600 V 0110 0) 00 S U) 7C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 00000000 o 000 O O O O o 0 0 0 0 0 0 0 0 'O C 0 a 0 w 0 olanw 0 to d ▪ OOO WOt51W n 000-40 A S 0 U0 00 0 U) 0 5) 5) co 070 COT m ob00000-ng ol °POOP°O -' r- 0 00 wo L1-nm N0110313S 1103 0NLLV3H 9 :.0 ' ' M=. 0 o D o Coo a S)43 ON12133•ION3 Om -+ _ -« 0 OOOO Wp� NO W oo pp('') co o 0 0 A CO 0 w o o ° 7 =maim f) 0 0 co m CA) W0� 00CCA 040(31(0 0 QWQ� 00000 A00f0 SM0lIHlIV )1H3d 1100 9N111 3H = > >00,an W300 o m »00"33 -+ 0 0 0 CO 5)5P4° V V0 03 0)0) t.)oo O0 ooP 05/1 -+°= N)- +°°0°0°'-4(0 S3211111V213dW31 le3iuet13aw JSd A8 swns>peq euoz Om a � a, ma 0) m m m -00 0° (-0 S Ow D� °00 `DC) O L m V co 0 .Z1 0 0 cn r TRACE® Load 700 v2.3 calculated at 10:49 AM on 0421/1999 0 ve la) 3' '*x 5 to g E P PPP g c 03 0003 v, Si 0 m a <D 00(0 mN 6) 00(.3 T4 N (0 N 000) W bob) rP W 00 (D C) Ra O O A OC]A mg O O .O(1 W 00(4 T O O _ S 00 U) O'Z O O O N 00(9 11< pow 03 0O L) 91 W (0 O O N &.-"" 0OW O'X N0110313S 1103 9NI1000 * M X 'U 91 00 0 .n 111 O N N 0) 0) 0000000 0 0 0 0 le;ol ssoio VI ) '`,�" a m e. <_°0 a °m ifevr.6: 51�u�Q 0 4.0) 40) . (_•p&;• c (o m c_ m c < 0. 5 c z2m m (°u(° s nti rn d y °y a)* o H �, 0 O~ En211) = O r O N �-c"--40°o C)0" " �" 1 0 fn .0 0 2 0 001 .nom m o c°—, 0. 0 O r -0 11 °.:F —!E. a ii a ii 0 C ''� V N V O v . to ' N o 0. EC a) O m _{ a F (A (.3 W I0'F- i CA N O N j O 03 W 0 0 0 0 0 0 0 0 0 0 7 r' 0 MX — _, ' W N. A o�3 m A A 0) 0) E0.2* 0) 0 W 00 ON W 0 W CO 0 00 03 00 =(D -i 03 >* E4> O O O O O S. w O W V1 W — .... -+ do(, . A o la -c) IV N co 64 z J UO) O co NOO -+ 0 O (0)) CD CO CO 0 000000 03 00 7 �� 0 13 J --. J a O O d 3 CO 0 0 A W O co A O co O N 0 0 0 0 0 0 N 0 0 0 n 0 C) 0) (0 0 0 0 W O 03 ONO) A 000 O 00 A 00 a FL 0 O O O) W CD CD W(0 CO ON 0) 000000 00 -1'� )1V3d 1103 9N11000 N N N (D w V_ 03 H Q N W N 00 O CD ( 0000000 0 00 70 f0D 0 v t(V� _ O O O O N O O O O $.0A O N W O 0 0 0 0 0 0 O O O 0 A O OO W 0000 W A O0) 03 0 000000 O OO ° O. Oo 0± O1 O — W V )1V3d 30VdS 913 9Cn 0) Dt 22 2g) O 0 00 0 0 0 0 b 0 0 0 0 0 0 O 0 0 7 (1) 7�(" DO 0 0± rt ^^ J En 1 0 -. W N N 000000000000 N 0 0 0 0 0 0 N 0 o 7 N x 0 O O O O 0 0 0 0 0 0 0 0 0 0 000000000000 O 0 0 0 0 0 0 0 0 O O O O 40 C ((00 c 03) lD < (0 7 K w = P (0 (0 0 0) 6 0006o'4N 000(00 ('3 0 000(DO tD oopV)o,ci+ m 00000001 K OOOOO.(.. 0006) 00791(0 NO110313S 1103 9NIIV3H 0 �0 O A0)000. Ml (o0)PE (DA0)( -40(0 2 ci O O C 0 V V 0 (O S)10 9N1H33NIDN3 0 0 0 CD CD 0 0 p O 0 0 0 p 0 0 n 0 0 0 0 0 0 0 0 0 0 ° .4 c 3 d X 5c aq C) O 0 00((0((00((00((0(0 2 (0 ... 00000(000(0 SMO1ddIV )1V3d 1103 9NIIV3H 91 97 n � 7 7 O (D ? W O3 c voa3 3 - +O5DI!00(SOW C) 030)(is03030(0 OOOG)6))CJ("= IV -+ O 0 0000 b,.o S3?lf11VI O3dW31 0 d 8 Si 6. zzWa So Y G) 6g FID o. V �1 000 • U n :11 0 `m �O V (D N O 0 v N TRACE® Load 700 v2.3 calculated at 10:49 AM on 04/21/1999 o v c In cr,0 f� .01. 0 O 000 o g f) D' ' O J g n ..+ O 0 .+ OO 006 4 W ID (11 PPP W 0a' 00t') 7'13 0 0 C7 a 0 0 0) 00 m o 0 0 r '11 W 0) o O O N W CD O V m O O p, _ _ O O W cr. x PPP co o O W m< o PPP co 001.3 Ti a0 $ EE 0003 0S 7i NO110313S 1100 01111000 *mVum N O'T1Aoo W • 04 43. N O O N 010 G) .0 a1 g2 4 a m<03: g�v Op mso c §,iic Dpi �� c tncn y 5.5 zzx; n W(O ...,I ' d o ^ m a nH ° 0 if o-0 o — YXl'etx Do m G m g 0.� > 0 o, g)N0 I� v K r' C w o 1— nal II y H 0 °' a d a n 01 r w v � o v v - a 0co ID (D =1 n D3 M 1 .. cfi N -+ so O) + (1 8 NN 10N V fT pNp 0 00h O ON CO O 0O O 0071 0 0 0 0 0. O 00 ? C' ID o x A co Q T = D 0 0 O O O D O O O O O N 0 0 O 71 Ca 0O 0 O O ?n�Da WW ti ..• N ..+ V 0) V W -i 0 V h O A A (0 U1 A 01 N O =oz. Cif .�Jf J ,p ■ co 0000000 V 00 (0 IDOOOA co OA O 00 ?�� 07 0"0 V ( -n 0D O O,P000(0 -+O -N+ 00)A NOOOOA N 0h 00 0 o O O VOOOOOOO 0 OOIA 0000007 IV GO ° 0D O 0 0 1 0 0 0 0 V O N O N O 0) O O O V V t 0 0 0 )Ind 1100 0N11000 (n CO CD ■.+ O) o W N '(1 D 0 J p V O 000000 0) 0010000 -+A 0 00 =r ID 00D W ox OO O Om J 0 - (1 ...1 O0 0 0 0 0 0 0 N 0 h O N W 0 0 0 0 0 0) ,0▪ 11 • 0 O 0 0 n ~ O 0000000(0'0 OV -+ 000000 t000 - ajm O 00000000 N OtloA 000000 O 00 ._. ,.. )V3d30VdS010 WN 0 0 W Cam O 000000 0071600000'10 O 00 0'((1) 700 > Q] .1 ▪ W (71 Ch I, m m 1 W 4I 4) W 00000000 O 000 W 600-400710 - 00 0'0)i 700 0 0 0 0 0 0 0 0 O O O O O O O O W 03 O N O O 0 n 00000000CD 000 000001)V00710o ' fi3'a 00000000 O 000 00000)000 W 00 r°. �-.► O O O n 8==x6 7:w l"(0g 003 V d '0 o 0 o w o 6 co n 0700 A0 w7"Z 00 w() 000 0033 0) 000010,-41 0 0 0 0 0 0 ii 0 a m 0 0 0 0 0 0 000 CO 000'7100 NO110313S 1103 ONI1d3H z W m n n e 0 MS '- n O (• .11 s 0 w 0 O (00 W .NNa )% 00 (0 0) -+ IA (0 x (0 W N C (0 -V 0 + 0 co S)13 ONI2133NION3 ,9* C O - 7� 0 O w co 00 co 000)000)0 W(O IIDD co 01 0 000000000(0 SMO1dtllb )Ind 1103 ONI1V3H 0 0 I%D ID x. 00a33 -+000(0 o 5.4 0 000) 4) to 0) 0) 0 to 0000n,0)1,cp1 — N -+0 0 00 0 0000 S321f11V113dW31 'ail '1eo uegoaW ISd AS swnspayo auoz Lumi4mmmluira rimLn L. ulNuur ■Inderstand tI)E11. the Plan Choc..,V, aporow,19 It) STRUCTURAL CALCULATIONS: METROPOLITAN PARK TO R.O,C. _MECHANICAL MEZZANINE PHASE B 12400 East Marginal Way South Tukwila, Washington 98124 April 21, 1999 Swoon finy raga 21 24 1104 tormiu.a, Build 100 iLutttlo. WA 01■121 •-••-••• RECEIVED Mr OF TUKWILA APR 2 1999 PERMIT CENTER • HHH- c1 -1 Jyy lb;J7 111.• •.• vV I• .o.. .- •. •... 4- 1rs l.Ut[IYCRJ 1 UIYG r11tl.1"1 L. ul%Lain 110 p4 • 2.x les 17o p (-4- 4- 40 ps 4-. ( 7.;) = T `' o p( j. ? 1I r f" (5,„ ZZ. 31,0) Y. t' fs 2 cti ) ‘a ,t= t 0),IT I, IQ = •e'ps•C- 451) = 13L •.UV yL.i 1 1 W , I . y.,,.• -1... C2) 2-g Ks/ LOS 2.8 — z )(A = I, (a:» -F• too a 27-1 a ere5 S.e = Z •. ? x , - 05 / a/ x WAVs 410 u-4+ -uleg. Swenson Say Faget I.Il�ir 1Inf prefect ante _..__•__» ' a. LAMA -- .... ••.• ..•••• • n1. Jf* 11141 • •c. /9AA1 /I1. 11A7A HrK-41-i. lo• J7 11 1► 1../ vv •.1..✓ /v• •✓ �1•• 1'0 �h ••Yf �. ".y- ir•.'- .ainh.0 .o ..�n.. LuRANGrtJ A LANG niwn 1_ ui\uul I..V�J V•�W 1 I i 1 • V.t• ._LI C.-A -a 2 • (44s.ie Isosee, r,,1r c 32 )1>lf = 490 p14- 2� v 4'52...o y. 331.0 0 Q•SZn A 111 (L-/ n. • .•�• Z 5(1, If 14 FN. 2.oE. ,Y II l•A •111•4 y!v` .4 l41I:)6 • 771 t-• = j7-0.1* ',u» = L, 44 oak �L = 34eia 4 4451.0 E501•1 �"• - 4:5- n-- aQRe = 51su 7tlAS• Aabo /1►ic ottpo .4-1 e- l�d•t>S F•rnit11 ?-=4 4L`' r o 4.1445 * • = 53 r e Lp ✓a r •56 (4..m. Swenson Say Faget -- -- 1 :tAt.',At1•-1•I tn),! orlu. /.lit1•tA n P+.t prowll i ou pros. no. gem snit • 2124 Third Avenuc • Suite 100 • Sank, WA 96121 • Ph (206) 443.6212 • k (206) 443.4670 HI'tt —�l —i 1o.4YJ l.UMriCRJ 1 UIYC nt[l,fl L ul \UUl 5 Y IJ� CIL5 74L0( 2 *s 11.0 ,c• c, 1 3 t"i (0 0 ititl = 9•z, 430 * S �? (L 3:r5 1 —r f P u 25'+273 6442. 4u2v (Arm Ci o "3ro .93a e. 11 t ?�� L 1j: y �i1j -! if ) = tee' w . +0 7-!)41 t. _,} - tal 1 e. '1•L E.• T' 3,4 L° yea - �7 O 141.7' a,4.$49 ell- *L " ix; = lLsc'°C 1.15 i 112S ,' I ,( Z .i 3tfi —3 1�.p,.,,� = 3`3.4.4 ; • Swenson Say Faget :�.;1tnl�lll.11 - - -� t.lt._••I 11�'•'r Itl l l„ por.11 h4 erG, ppoJact dvtg e. »» 1h1rA Au•NI• • filit• 111(1 • 6•301a WA 90121 • Plt (2061 d41 212 • Ft (20611+34110 RPR-21-1 1b :4W l•UKNCK51 UNC HKLI1' L urcuur ptf- 41 -17 8e l�l z : (Lf& 4 ) x14-: t JL 1.• J L1 1 1 J. 1 1 • ••• 6.,v U.= 141c51•'6 (.s=ii)g' ) V - 77th ( 1:* ;fit ) (2.) Zse & Lu ,2i.q --.1 LJ.4..te ,F e. w = ac 5 Pt l a,-.SO1° (5 = q,3 s v — /:50 6 1 T - 3r� .6, (2)2:12.. 1= coo i& L�/SZt a Z %-1160004, 177.6 V = .45/ 06 ets Swenson Say Faget ,1 �11'11C 1111�1� j.11rL7h .•(I11L' ( III .(1! .1111.11 plujcct o(o o. dap iho .• 11 ..I on •• qr.. w. r.••./.4•• ••• . --•-.. • • - • .•• -•..H •u. ...■• I•11• •••• ••. .• I. •A..• iM /AAA .. w... nu. +s:;"):'.:Ria;•xti ^w's`.63,'aii 11 '::rY.• •APR -21 -1999 16:40 CURNI_k5 I UN6 HKLH' L bKUUr `• Wei* u.d e.Dzti Z, vt.ti 17op'4 b 'J\A 2.1 -71 `,4•11`•YM.,•`,•• cr.,o 04.1. rrJ.r r.C.,r•<r,, Swenson Say Faget r 1141 1,1.11 pro3ct otitu,", oroi, no. ..■•••,._._..r..... *114e• n.,./ •. »..... iL..N. •AA • cool•,. 1144 01111.11 • er r,ne, ue.a+4+ . !.. 1411.111 d41.INA HHH- 21 -1 yyy 1b :4YJ L.UmivaNn 1 UIVC r-1r Ln L urCULJr �1� -i l r afri F ` 14.'51 --'! 32.9 4 *. • _rj�'•'l,I- 24'.s• ,Sp'.A.*..1 ,tJ-,o' ►.a •--5 e51-- 10" USg 5 -17:)P9tloc" Cy✓ %f7. z." UGC .G- r -1-111e,rto.fv- rc.' u M , .,11024 kkC01 1.rtl uv.4—Au:acg 5 k1 = f r9-•:?•-,1,1 F f = k5` $1(Zx 3_c,. 74..•: 11.1 .�..s. ct,c 1/1(141')5 ,k1 r?; 12. Etro Swenson Say Faget A WIttclui.I) 1 ;1∎1 :1t I,In►; __rjjeav -rte j2c,!G• P..b Poled Cale prol. no. Qes 0. :ke1 2124 Tnird Avenue • Suite 100 4 Seattle, WA 03121 • Ph (206) 443.6212 • FA (206) A43.437Q ,HHK-1 -1 i 1b :4W '4 »..;:.t`�:..:��:.:id,r �I::•• . • ......, ';•317.".... x.,.�.cx.rr.n.vr. ...........«......�..._•. UUNNMMbIUNm HKLr1' L uftuur Q4',575'*) c.uu ._J_ r r . , 1 • u..• ..•... 'P = 4I, ..)(1,0)W'P = I p :p= • 25-7... kip I13 Wr I.LIt�P' .2. kJ' - �z ) : Ip eis1(7-14.$) = V"V rAt -. slots' lti�:.�. ., r.(WY,A..1";�... tr'� 4. (....a‘vrw.. e...)•s L&,.. S..," , Grog = a,"i 1 1-2,,.5.i., 14 u e. , .rr. `4.1 L -" Cy = 15'42':"2411 FALAS 6 f M J$ . WI1DVSo Cot r • 31 12?"3 kw - �. kr- 14 Swenson Say Faget ,� • rru tiii.11 ri t.,�1.r.I,ILii pro at date • 11 oft orol, no. 2191 TAIrA Awnu.. Rnrt. inn . c•.111. WA CA19t Oh mnct I41.M10 • a mint u1.411711 Hh'1t -�1 -1777 lo• LIl 0 0 Swenson Say Faget 1925 Post Alley Soaltle, WA 98101 1..,JRIVcmo 1 LII 1t. RISA.20 (R) Version 4.0(] Job Page; 10 Date: 4/21/990 File: METBRCFMD braced frame of mechanical platform. met to roc, phase b. 0 0 ateax 5mac a Units US Standard° Steel Code ,.,. AISC 9th Edition ASDQ Allowable Stress Incroaso Factor.. 1.3330 Include Shear Deformation Yes() No. of Sections for Member Gales,5 0 Do Redesign Yes° P -Delta Analysis Tolerance 0.50^x0 a Joint No 0 0 n X Coordinate ft 1 0.000 2 0.000 3 18.000 4 18.000 5 0,000 0 0.000 7 20.500 8 26.500 Joint + No < Joint Coordinates > Y Joint Coordinate Temperature ft eF 0.000 0.000 14.000 0.000 14,000 0,000 0.000 0.000 24.000 0.000 38.000 0.000 38,000 0,000 24.000 0.000 ._ r,_. _- ....Ion ==< Boundary Conditions > Translation + X Y Rotation K /in K /in . K•ft /rad 1 Reaction Reaction 0 4 Reaction Reaction 0 5 Reaction Reaction 0 8 Reaction Reaction 0 Material Young's Label Modulus Ksi STL 29000.00 c Materials (General) > - - - -• Shear Poisson's Thermal Weight Modulus Ratio Coef, Oenoity Ksi 10 "5aF--- -K /ft3 11154.00 0,3000 0,65000 0.490 0 0 U 0 0 Yield 0 Stress 0 Ksi 0 36.000 Sections >=4 =m4=u == = =a>= =- eana 0 Section Database Material As As I I TO Label Shape Label Area yy zz •,yy zz CO in"2 in-4 in "4 0 14.70 1.2 1.2 37,20 659.00 0 14.70 1.2 1,2 37.20 659.00 0 COLUMN W16X50 STL REAM W18x50 STL • Ht'f�-G1-1777 1G• X11 Lumivcn.i, uIYL" 0 RISA -20 (P) Version 4,00 Swenson Say Fagot Job 1925 Post Alley Page: 20 Seattle, WA 98101 Date; 4/21/990 File: METBRCFMO braced frame of mechanical platform. met to roc, phase b. 0 0 0 0 0 0 0 n 0 < Members > - - -= ___.,,_ =_„e 0 Memb Joints Rotate Section Releases Offsets Inactive? 0 No. 1 J 900 Set I:AVM J:AVM I -End J -End Label 0 Length 0 in in ft - -• -0 1 1 2 1 COLUMN 14.000 2 4 3 COLUMN 14.000 3 5 6 COLUMN 14.000 4 8 7 COLUMN 14.000 5 2 3 BEAM 18.000 6 6 7 BEAM 26.500 =p==- _- __ -_.... -__ -< AISC,NOS Parameters >___= = = = = = =um = = = =____ = = == =0 Section Length Lb -out Lb -in Leomp K K Cm Cb,B Swav9 Member Set le -out le -in to -bend out in CH o i0 ft ft ft ft 0 1 COLUMN 14.00 0 2 COLUMN 14,00 0 3 COLUMN 14.00 0 4 COLUMN 14.00 9 5 BEAM 18.00 0 6 BEAM 26.50 8,83 8.83 8.83 0 = a,1 ==._... -__..4 Basic Load Case Data > _-- ---- _ = = --=0 DLO Basic Load Case Load Type Totals 0 No. Description Nodal Point Dist. 0 1 load 1 4 10 2 load 2 4 2 0 _< Joint Loads / Enforced Displacements, 8LC 1 >- Joint Is this a Load or Direction Number a Displacement? (X,Y,Mz) Magnitudo K,K- ft,in,rad 2 L X - 3.9710 '3 L X - 3.9710 2 L Y - 9.0000 3 L Y -9,0000 a 0 0 0 < Member Distributed Loads, 8LC 1 > == =0 Joints Load Pattern Pattern 0 Member I J Label Multiplier 0 0' 5 2 3 UNIFORM 0.50000 _6+_ =___< Joint Loads /Enforced Displacements, BLC 2 >_ °°--° Joint Is this a Load or Direction Number a Displacement? (X,Y,Mz) Magnitude K,R -f:, in, rad 0 L X 3.9710 7 L x 3.9710 0 0 0 0 Hh'k -c'1 -1 1b: 41 LUKNcit I ur HKl.r1' L uruur 111 /l 4...1 vv .....V ...•1.... .u. ••••• •.._.a• . 1 - 1 . • -•. ..... 0 R1SA -20 (R) Version 4.00 Swenson Say Faget Job ; 0 1925 Post Alley Page: 30 Seattle, WA 08101 Date: 4/21/990 File: METBRCFMO braced frame of mechanical platform. met to roc, phase b. 0 0 < Joint Loads /Enforoed Displacements, BLC 2 > 0 Joint Is this a Load or Direction 0 Number a Displacement? (X,Y,Mz) Magnitude 0 K,K -ft, in, rad 0 0 L Y .4.5000 7 L Y - 4.5000 0 0 0 0 0 0 =< Member Point Loads, BLC 2 > = mm0 Joints 0 Member I J Direction Magnitude Location 0 K,K -ft ft or g 0 6 6 7 Y -9.000 8.8300 6 6 7 Y -9.000 17.6600 .._;= == =s =0= -,_... < Load Patterns > = =C— (l Pattern. Magnitudes Locations Label Dir. • Start • End Start End 0 K/ft,F K /ft, F ft or ss ft or %---0 UNIFORM Y -1.000 -1.000 0.000 0.0000 < Load Combinations > =0 RWPE (J No. Description BLC Foe BLC Fac BLC Fac BLC Fac BLC Fac SSdv 0 0 1 load 1 1 1 Y .1 0 2 load 2 2 1 Y -1 0 -•---4 =4,= = =_< Joint Displacements, LC 2 : load 2 >=== Q= = = }= 0 Joint r Translation + Rotation 0 No X Y ez 0 in in rad (j 1 0.000 0.000 0.000140 2 -0.011 0.000 .0.000080 3 -0.011 0.000 0.000080 4 0.000 0.000 0.00006() 5 0.000 0.000 .0.004200 6 0.666 -0.004 - 0.003430 7 0.604 .0.007 - 0.000440 6 0.000 0.000 - 0.005530 -- ---- _u•= _______-< Reactions, LC 2 load 2 > Joint + Forces + Moment No X Y Mz K K K -ft 1 0.02 1.15 0.000 4 -0,02 1.16 0,000 6 -1.05 10.67 0.000 8 -6.90 19.06 0.000 Totals: -7.94 32,03 n Center of Gravity Coords (X,Y,Z) (ft) : 12.9411 35.664, 0.000 a 0 n' u 0 HPR- 21 -1 yyy 1b %4d LUt(I' IW I UIVC r4CLn L uf\uur ..VV '.H-i 1 1 4. I 1 n RISA -20 (A) Version 4.00 Swenson Say Faget Job : 1925 Post Alley Page: 40 Soaltlo, WA 98101 Date: 4/21/990 Filo: METBRCFMO braced frame of mechanical platform. Met to roc, phase b. 0 0 0 0 a = _ < Member Section Forces, LC 2 : load 2 > -0 Member Joints Section 0 I J (] Axial Shear Moment 0 K K K -f t 0 1 1- 2 1 1.16 -0102 0.000 2 0.98 -0.02 0.060 3 0.80 -0.02 0.120 4 0,63 -0.02 0.170 5 0.45 -0.02 0.230 2 4- 3 1 1.15 0.02 0.000 2 0.98 0.02 - 0.060 3 0.80 0.02 -0.12n 4 0,63 0.02 -0.170 5 0.45 0.02 -0,230 3 5- 6 1 10,67 1,05 0,000 2 10.50 1,05 -3.660 3 10.32 1.05 -7.330 4 10.15 1.05 .10.990 5 9.97 1.05 •14.660 4 8- 7 1 19.06 6.90 0.000 2 18,88 6,90 - 24.130 3 18.71 6.90 - 48.270 4 18.53 6.90 - 72.400 5 18.36 6.90 - 96.530 5 2- 3 1 0.02 0.45 0.230 2 0.02 0.23 -1.290 3 0.02 0.00 -1.800 4 0.02 -0.23 -1.290 5 0.02 •0.45 0.230 6 6- 7 1 2.92 5.47 - 14.660 2 2.92 5.14 - 49.800 3 2.92 -4.19 - 42.970 4 2.92 -13.52 5.040 5 2.92 -13.86 96.530 __ »= c Member Deflections, LC 2 : load 2 Member Joints Section I - J 0 x y L/n in in 1 1 2 1 0.000 0.000 NCO 2 0.000 0.006 NCO 3 0,000 0,010 NCO 4 0.000 0.012 NCO 5 0.000 0.011 NC0 0 0 0 0 0 a 0 a n 0 • APR -21 -1999 16:42 LUKNLKS I UNt HKLM' L urcuur Ge1D DGl 1 11 1 1 . 1-,• au 0 RISA -20 (R) Version 4.00 Swenson Say Fagot Job : 1995 Post Alley Page: 5p Seattle, WA 90101 Date: 4/21/900 File: METBRCFMO braced frame of mechanical platform. met to roc, phase b. 0 0 0 0 0 < Member Deflections, LC 2 . load 2 > = = =- ---------- -0 Member Joints Section 0 I- J 0 x y Lin 0 ...... ..:.::................--- -• -0 -- . 0 2 4 3 1 2 3 4 5 0.000 0.000 0.000 0.000 0,000 0.000 0.003 0,005 0.008 0.011 NCO NCQ N00 NCO NCO 3 5 6 1 2 3 4 5 0.000 -0.001 -0.002 -0.003 -0,004 0.000 -0.177 -0.349 -0.514 -0.666 NCQ NCQ NCO NCQ NCQ 4 8 7 1 2 3 4 5 0.000 -0.002 -0.004 • 0.000 -0.007 0.000 -0.233 -0.439 -0.591 -0,664 NCO 25f4.00 1571.20 1795.70 253.10 5 2 3 1 2 3 4 5 -0.011 -0.011 -0.011 -0.011 -0,011 0.000 -0.004 • 0,006 -0.004 0.000 NCO NCO NCQ NCQ NCQ S 6 7 1 2 3 4 5 0.666 0.666 0.665 0.664 0.604 - 0.004 - 0.218 -0.247 -0.110 -0.007 NCO 1489.90 1315.70 3065.00 NCQ _ =< Member AISC Unity Checks, LC 2 : load Member Joints Unity Shear Fb Fb 1 • J Chk Loo Chk Loc Fa yy zz Ksi -- -Ksi•- -Ksi 1 1 2 0.011 5 0.000 1 12.26 27.00 19.57 2 4 3 0.006 1 0.000 1 12.26 27.00 19.57 3 5 0 0.142 5 0.014 1 12.26 27.00 19,57 4 8 7 0.788 5 0.093 1 12.26 27.00 19.57 5 2 3 0.010 3 0.006 1 8.10 27.00 15.22 6 6 7 0.671 5 0.187 5 16.70 27.00 21.60 0 0 0 0 2 y 0 Cin Cm AS0(1 Cb yy zz Eqn[ 0 1,00 0.60 0,60 H1 -20 1.00 0.60 0.60 H1.1Q 1.00 0.60 0.60 H1.20 1.00 0.60 0.60 H1.20 1.00 0,60 0.85 H1.20 1.000,.60 0.85 H1.20 . APR -21 -1999 lb: 4d LUKN K I UN ► r' Lr1 L umuur (1 Swenson Say Faget 1923 Post Alley Seattle, WA 98101 0 0 0 0 n RISA -20 (R) Version 4.00 GUU 1JG1 1 1 1. 1 1 • 1..i• ,..v Job • Pages 10 Cato: 4/21/990 File: METX8fCE0 x- braced frame of mechanical platform. met to roc, phase b.0 0 Units.. US Standard0 Steel Code 1 AISC 9th Edition ASDO Allowable Stress Increase Factor1.3330 Include Shear Deformation Yes() No. of Sections for Member Calos5 0 0o Redesign Yes° P -Delta Analysis Tolerance 0.50%0 Joint No 1 2 3 4 5 6 7 8 Joint ; No X Coordinate ft 0.000 0,000 18.000 18.000 0.000 0.000 26.500 26.500 c Joint Coordinates >__= Y Joint Coordinate Temperature ft �F. 0.000 0.000 14.000 0.000 14.000 0.000 0.000 0.00 24.000 0.000' 38,000 0.000 38.000 , 0.000 24.000 0.000 • ..--- • - -:,< Boundary Conditions Translation -.. -.+ X Y Rotation K /in K /in 1 Reaction Reaction 4 Reaction Reaction 5 Reaction Reaction B Rotction Reaction K- ft /rad 0 0 0 0 0 0 0 0 0 0 0 Q < Materials (General) >_o_ = = -s =ac =-"- = = = =0 Material Young's Shear Poisson's Thermal Weight Yield 0 Label ModLIlUS Modulus 1latio Cocf. Density Stress 0 K ni Ksi 10'50E- - . - K /ft3 Ksi 0 STL 29000.00 11154.00 0.3000 0.65000 0.490 36.000 Section Label < Sections > 0atabase Material As As Shape Label Area yy zt in'2 COLUMN W12X18 8EAM W12X16 CROSS L3X3X3 STL STL STL 4.71 1.2 1.2 4,71 1.2 1.2 1.09 1.2 1.2 I yy in -4 2.82 2.02 9.82e.1 u I TO zz CO in'4 0 103.00 0 103.00 0 9.62e -1 0 HF'N- x'1-1777 ib*4G 0 U 0 0 0 Swenson Say Faget 1925 Post Alley Seattle, WA 98101 LURIVGMJ 1 U I. rU'.. -1 1 L u1�UU1 RISA -20 (R) Version 4.00 x- braced frame of mechanical platform. met to roc, Memb Joints No. I J Rotate 90e < Members Section Releases Set I:AVM J:AVM 1 2 3 4 5 8 1 4 5 6 2 6 8 5 2 1 COLUMN PIN 3 COLUMN PIN 6 1 COLUMN PIN 7 1 COLUMN PIN 3 BEAM 7 BEAM 3 • CROSS .....• PIN • .P/N. 7 CROSS PIN PIN Section Length Member Set 1 COLUMN 2 COLUMN 3 COLUMN 4 COLUMN 5 DCAM 6 SEAM 7 CROSS 8 CROSS ft 14.00 14.00 14,00 14.00 18.00 26.50 22.80 29.97 31.0 No. < AISC,NDS Lb -out Lb-in le -out lo-in ft ft Job ; Page: 20 Date: 4/21/990 File: METXBRCEO phase b.O 0 0 > 0 Offsots Inactive? 0 I -End J -End Label Q Length (J in in ft- - - -0 14.000 14.000 14.000 14.000 18.000 26.500 • ... .. ._ 22.800. 29.970 Parameters > Lcomp K K le -bend out in CH ft 5.83 8.83 8.83 0 Cm Cb,B Swar() o i(j 0 0 0 0 0 0 0 0 0 _q< Basic Load Case Data > Basic Load Case Load Type Totals Description Nodal Point Dist. 1 load 1 4 2 load 2 4 -'9t1 Joint Number < Joint Loads /Enforced Displacements, Is this a Load or Direction a Displacement? (X,Y,Mz) 10 2 0 BLC 1 > 2 3 2 3 Member Joints I J L L L L X X Y Y Magnitude K,K- ft,in,rad 5.5600 5.5600 - 9.0000 .9.0000 Member Distributed Loads, 8LC 1 > Load Pattern Pattern . Label Multiplier' -0 a 0 0 5 2 3 UNIFORM 0.50000 0 [1 0 0 0 Q a Ht'4t- 41-1777 to • 4J l.umimm J 1 uola rw...n u ur.uLI c 0 RISA -20 (R) Version 4.00 Swenson Say Faget Job : 1925 Post Alley Page: 30 Seattle, WA 98101 Cate: 4/21/990 File: METXBRCEO x- braced frame of mechanical platform. met to roc, phaso b,0 0 0 0 0 0 0 U 0 _ _< Joint Loads /Enforced Displacements, BLC 2 > ==y. = 0 Joint Is this a Load or Direction 0 Number a Displacement? (X,Y,Mz) Magnitude 0 K,K- ft,in,rad 0 6 L X 5,5600 7 L X 5.5600 6 L Y - 4,5000 7 L Y .4.5000 =x .. < Member Point Loads, OLC 2 > =__ -- -- "° = = =0 Joints 0 Member I J Direction Magnitude Location (1 K,K -ft ft or vis 0 6 6 7 Y -9.000 8.930() 6 6 7 Y -9.000 17,6600 _— _____ =- = Load Patterns > as = = == 0 Pattern Magnitudes Locations [) Label Dir Start End • Start End 0 K /ft,F K /ft,F ft or fi ft or 1 - - -0 UNIFORM Y -1,000 -1,000 0.000 0,0000 = =< Load Combinations > a:zr.a RWPE 0 No. Description BLC Fac BLC Fac BLC Fac BLC Fac BLC Fac SSdv 0 0 0 0 ccwnc�� 0 0 1 load 1 2 load 2 1 1 Y -1 2 1 Y -1 < Joint Displacements, LC 2 . load 2 > =___ Joint 4 Translation + Rotation No X Y az in in rad 1 0.000 0.000 0.000000 2 0.000 0.000 .0.000190 3 0.000 0,000 0.000190 4 0.000 0.000 0.000000 5 0.000 0.000 .0.00112() 6 0.188 .0.017 - 0.034480 7 0.175 •0.024 0.034430 8 0.000 0.000 •0.001040 - -- c Reactions, LC 2 s load 2 Joint + Forces r Moment No X Y Mz K K K -ft 1 0.00 0.41 0,000 4 0.00 0.41 0.000 5 -11.12 8.12 0.000 0 0.00 19.06 0.00 0 0 0 0 0 HI'tt-G1-1777 lOr 4. l.Uftl'IGM.:7 1 UI',L' n.o..1 1 L L M.JI 0 RISA•20 (A) Version 4.00 Swenson Say Paget Job 1025 Post Alley Page: 40 Seattle, WA 98101 Date: 4/21/990 File: METXBRCEO x- braced frame of mechanical platform. met to roc, phase b.0 0 0 Ofra 0 =n=ww =.xr._ aC Ro3cTion5, LC 2 t load 2 ›= ma 0 Joint + Forces 4- Moment 0 No X Y Mz 0 K K K -ft 0 Totals: -11.12 28.81 0 Canter of Gravity Coords (X,Y,Z) (ft) : 13,125, 37.050, 0.000 0 A __...i aa=< Member Section Forces, LC 2 : load 2 > =a ""1° - ={] Member Joints Section 0 I - J 0 Axial Shear Moment 0 K K K -ft 0 1 1- 2 1 0.37 0.00 0.000 2 0.31 0.00 0.000 3 0.26 0.00 0,000 4 0.20 0.00 0.000 5 0.14 0.00 0.000 2 4. 3 1 0.41 0.00 0.000 2 0.35 0.00 0.000 3 0,30 0,00 0.000 4 0.24 0.00 0.00(1 s 0.19 0.00 0.000 3 5• 6 1 13.94 0.00 0.000 2 13.88 0.00 0,000 3 13.83 0.00 0.000 4 13,77 0.00 0.000 5 13.72 0.00 0,000 4 8. 7 1 19.86 0.00 0.000 2 19.81 0.00 0.000 3 19.75 0.00 0.000 4 19.70 0,00 0.000 5 19.64 0.00 0.000 5 2- 3 1 0.00 0.14 0.000 2 0.00 0,07 -0.490 3 0.00 0.00 •0.650 4 0.00 •0.07 -0,490 5 0.00 -0.14 0.000 6 6- 7 1 5.56 9.22 0.000 2 5.56 9.11 - 60,700 3 5.56 0.00 . - 80.92D 4 5.56 .9.10 - 60.660 5 5.66 •9.21 .0.000 7 1- 3 1 0.03 0.03 0.000 2 0.01 0.02 -0.100 3 0.00 0.00 - 0.130 n 0 0 • rir l \"Gl` 1✓JJ iV•-•V u1 .11r1•r1 u11._ I 11 •••11 ... .4 64 .1 v. - •I •• - • 4.-1 •... . - •• .••• • •• • ..• � � r • - - .4Y:;- irt•.�::'1.1, ^.,7.t`g4';''t ;'., r ;t•.v.>w,�rx'.ors.r.a. ..•4v.• •.•rte • • � • 0 RISA•20 (R) Version 4.00 Swenson Say Faget Job ; 1025 Post Alley Page: 50 Seattle, WA 9£101 Date; 4/21/990 File: METXBRCEQ x- braced frame of mechanical platform. met to roc, phase b.0 0 0 0 0 » ° "=< Member Section Forces, LC 2 : load 2 > u =a = = = =0 Member Joints Section 0 I - J 0 Axial Shear Moment 0 K K K -ft 0 4 -0,01 -0.02 -0.100 5 -0.03 •0,03 0.000 8 5- 7 1 -12.55 0.05 0.000 2 •12.56 0.02 -0.20Q 3 •12.58 0.00 -0.260 4 -12.59 -0.02 -0.200 5 •12.60 -0.05 0.000 =-_ =1== _ < Member Deflections, LC 2 : load 2 > Member Joints Section I• J 0 x y L/n in in 1 1 2 1 0.000 0.000 ' NCO 2 0.000 0.000 NCO 3 0.000 0.000 NCO 4 0.000 0.000 NCQ 6 0.000 0,000 NCO Q 0 0 0 0 2 4 3 1 0.000 0,000 NCO 2 0.000 0.000 NCO 3 0,000 0.000 NCO 4 0.000 0.000 NCO 5 0.000 0.000 NCO 3 5 6 1 0.000 0.000 NCO 2 •0.004 -0,047 3581.90 3 •0.009 -0.094 1790.90 4 -0.013 •0.141 1194.00 5 •0.017 •0.188 895.50 4 8 7 1 0.000 0.000 NCO 2 -0.006 •0.044 NCO 3 -0.012 -0.087 NCO 4 .0,018 -0.131 1282.40 5 .0.024 •0,175 : NCO 5 2 3 1 0,000 0.000 NCO 2 0.000 .0.009 NCQ 3 0.000 -0.013 NC() 4 0.000 •0.009 NCO 5 0.000 0.000 NCO G 6 7 1 0.198 -0.017 NCO 2 0.184 .2.601 128.10 0 0 +' fll 1\ G1 1JJJ yu• -..r 0 0 0 Swenson Say Faget 1925 Post Alley Seattle, WA 98101 x:' N{ V`. w/'•? C•# ii- i, �' CdidtWi55!. V',C H( a' wi:;: ii' + » "C4:Li7'i34A':tLiM1'"e^ki'; BO1Y)griirhmu /nR RISA•20 (R) Version 4.00 x- braced frame of mechanical platform. = •n Job : Page: 60 Date; 4/21/990 File: METXBi10E0 Met to roc, phase b.O 0 _< Member Deflections, LO 2 : Member Joints Section - J 0 in 3 0.181 4 0.178 5 0.175 y in -3.520 • 2.504 - 0.024 load 2 > L/n 0 os° 90.90 128.10 NCO 0 0 0 7 1 3 1 2 3 4 5 0.000 0,000 0.000 0.000 0.000 0.000 • 0.455 -0.639 -0.455 0,000 NCO 601.50 428.60 601.50 NCO d 5 71 2 3 4 5 0.000 0.036 0.072 0.107 0.143 0.000 -1.546 - 2.186 -1.598 - 0.103 NCO 236.50 168.50 236,50 3489.40 a ====scale= Member Joints 1 • J 0 0 n a Member AISC Unity Checks, LC 2 load 2 > - - - - -(J Unity Shear Fb Fb Cm Cm ASD0 Chk Chk Loc Fa yy zz Cb yy 22 EgnO Ksi- -- Ksi -••Ksi 0 3.17 27.00 6.30 1.00 0.60 0.60 111.10 3.17 27.00 6.30 1.00 0.60 0.60 111.10 3.17 27.00 6.30 1.00 0.60 0.00 H1.10 fa exceeds F'e (Euler buckling) - 0 1.92 27,00 4.90 1,00 0.60 0.85 H1.20 7.96 27.00 13.68 1.00 0.60 0.85 H1 -20 0.71 • U.C. based on 2 -z Axial ONLY •Q 0.41 • U.C. based on 2 -2 Axial ONLY •Q Loc 1 1 2 2 4 3 3 5 6 4 8 7 3 2 3 6 0 7 7 1 3 8 6 7 0.025 1 0.000 1 0.028 1 0.000 '1 0.934 1 0.000 1 - Compressivo stress 0,093 3 0.005 5 4.186 3 0.291 1 0.034 1 0.005 1 0,535 5 0.007 TOTAL P.20 Perif Co-orol PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M99 -0088 DATE: 4 -22 -99 PROJECT NAME: GROUP HEALTH R.0 C. HVAC UPGRADE XXOriginal Plan Submittal Response to Incomplete Letter Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Lein Building Division ALUC 5 -2. Public Work Fire Prevention 1Z ention 7410C-1 4 -V41 Structural hib,_ Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 4 -27 -99 Complete Incomplete ri Not Applicable Comments: TUES /THURS ROUTING: Please Route Routed by Staff No further Review Required n (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved n DUE DATE: 5 -25 -99 Approved with Conditions n Not Approved (attach comments) REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: Approved DUE DATE: Approved with Conditions n Not Approved (attach comments) ri REVIEWERS INITIALS: DATE: U'R•ROUTE,DOC W98 C City of Tukwila John W. Rants, Mayor Fire Department Fire Department Review Control # M99 -0088 Thomas P. Keefe, Fire Chief Re : H.V.A.C. at Group Health ROC - 12400 East Marginal Way South Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. H.V.A.C. units.rated at greater than 2,000 cfm require auto - shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #1742) H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic 'shutoff shall be accomplished by interrupting the power source of the air - moving equipment upon detection of smoke in the main supply -air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (UMC 608) 2. Duct smoke detectors shall be capable of being reset from the alarm panel. (City Ordinance #1742) Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #1742) 3. In areas that are not continuously occupied, automatic smoke detection shall be provided at each control unit(s) location to provide.notification of fire at that location. (NFPA 1 -5.6) The installation of wiring and equipment shall be in Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) .575-4404 • Fax (206) 575 -4439 It. City of Tukwila John W. Rants, Mayor Fire Department Page number 2 Thomas P. Keefe, Fire Chief accordance with N.F.P.A. 70, Article 760, Fire Protective Signaling Systems. (NFPA 72 -1- 5.5.4) 4. When the control panel is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Fire Alarm" or "Fire Alarm Control ". (City Ordinance #1742) Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (1- 5.2.8.2)) 5. All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1742) (UFC 1001.3) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (200 5754439 • . .• . • . . . . . . • • F625.052.00) (8/97) . . . .. • • . . . . . . . ' 111111119111k DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT SPECIALTY I # •EXP.. ADATE 'C6CGAF PSFMEI*090=10/0=9,997 EFFECTIVEDATE 08/09,11991 P S F MECHANICAL INC 9322 14TH AVE S SEATTLE WA 98108 • . . • • , . . . DLIath And Display Canine:He ‘... - :.''=".' .". - --.• ---- ?'-'"' FAN SCHEDULE MARK AIR HANDLING UNIT SCHEDULE MARK MFR./MODEL UNIT LOCATION AREA SERVED EVAP. FAN RET. /EXH. FAN CHILLED WATER COIL DATA MIN OSA CFM 8000 POWER 4GOV/30 D S ' INCLUDED YES AMPS HEATING WGHT :4,375 FMCS FUNCTION REMARKS 20004 060 FLOOR GRID CFM SP HP RPM CFM SP HP RPM FACE VEL 332 EAT. DB/WB(°Fl 80/64 LAT.DB/WB (°F) 50/48.3 MBH 885.6 GPM 177. WPD 15. APD 05 6 EWT( °F) 42 LWT(°F) 52 , 075` -- 450 „73 SiS • TC • AHU -6 TEMTROL / (WE) DI - 130 1ST FLR - SECOND FLR OF'F'ICE 26,500 5.0 50 932 AL -7 TEIJ,TROL / (WE ROK24 ROOF - CAFE 9,500 4.0 15 1372 9,000 1.0 5 1073 352 80/64 50/98.3 274.6 54.9 6.6 0. 56 42 52 2500 460V/30 YES 45K4 E3.100 • • 00000 FAN SCHEDULE MARK MFRJMODEL DESCRIPTION AA AREA SERVED CFM Dm= POWER INCLUDED WGHT. ® REMARKS EF '1 6REE.@EGK 1 w -MO =S Mir TITUS / 30OFY- 0 '24. .E °.. 137 .E... ®. r/2 ®Ek 9 ® • - 0 `�3f.fir, 0®® _.. 'lam= J'a�� NH ^ NT, / 350 FL q 1 ➢ v a / Mr,TUNT R'E TN0.Rd 6R�G -LE D5' FtX£D D1 ADE DGT� A FRaw£ FF TIT U5 1 .0F EG6 Lka∎ E SrLLE, DOR'DER TYPE •I0.,URFACE7, ALUwAKA& R /2". V2".I/2 _�-� h9 121111131111111111 p/- ^�/ "" 0 ® ®V.- RP -I 6REENHEGK / 6D- 540-75 RO OF - 2ND PL00R OFFICE 73 000 075` -- 450 „73 - -I -- -11111•111111111= - -- DIFFUSER SCHEDULE MARK MFRJMODEL DESCRIPTION AA TITUS / MIGD ,0 F�""'R G`RE M"'r''.'"Ri"AR '2.'FF;,"S£R FOR LAY -%N CEILING D YYP£ 3 24'.24 "PA BD TFFUS 1 MGD 0 F6 G/,NC£ MRXT'L'I.AR CIIFFUDSER FOR MA' LO CEVINC. DOR�.R TYPE 4 GC TITUS 1 TDOU-80 0 ILAE. 57-07 -,..C. .e LONG WITH r SLOT WIDTH. DD TITUS / 30OFY- 0 OUDLE DEFLECTION, P1 -Y BALL S RU 6LE 1117 ON DAL. NT AO£ IHO FRO 5UF DL EE Tn., / 50F 0 E66 LRA R£Y`,URN 6R1LLE,DDRDER TYPE 431LAY -IINI, eLCU0A YE V2 ".N2" V2° 66 TITUS 1 350 RL O WALL/GEIC_I LfOilINT R£a4';RN T°RC'LE 35' FIXED DL ADE IN I4D4T¢ONTAI_ DrREGTIKRNI STEEL FRa4¢ NH ^ NT, / 350 FL q 1 ➢ v a / Mr,TUNT R'E TN0.Rd 6R�G -LE D5' FtX£D D1 ADE DGT� A FRaw£ FF TIT U5 1 .0F EG6 Lka∎ E SrLLE, DOR'DER TYPE •I0.,URFACE7, ALUwAKA& R /2". V2".I/2 P.M LR,f DUCMORK APPUCATKM CNART DULY PRE35UP . � MIH �.�a 1 V TO 2 APPODATION a � 4 b fF'd910 4' ® - -, WRESS DUCW RK DOWNSTREAM O LOF PRE REDUCTI ® 4 � Mini IMMIIIII 4 °16 , ,)0 '0 - ®.O =AkR 3,'30 OR EQUAL 14.TAR5KEDUDLTION ORK UPSTREAM 4 °20 )8 -b iNEG10 1/2 (POS )0 -10 X ® ALL EXHAUST AND RETURN DUCTWORK MEDIUM PRESS. DUCTWORK UPSTREAM OF PRESS.REDUCTION , INSULATION THICKNESS REQUIREMENTS FILTER SCHEDULE MARK QTY 1 V TO 2 SITE DESCRIPTION AH{D -6 a8 24 2 r 24 . . 2 . A =AAR 34-3✓ OR e AG -7 HOT WATER a .24•.2 =AkR 3,'30 OR EQUAL INSULATION THICKNESS REQUIREMENTS SYSTEM FLUID TEMP,F 1' AND LESS 1 V TO 2 2112'704 6 "AND UP CHILLED WATER 40'F -55'F 1/2' 3/4' P r HOT WATER BELOW 200'F 1' 1" I I/2 . 11/2' SYMBOLS & A3 UViA i'IO 1S s YME.OL APBREV A ( ac AF` DDD 9 . tiV DT C y { rte, 7IIi'IIIC m. 0 /\ / \/ 0 a -a 0 • (9 Q O o 0 0 f IsrJ 8x8 200 C!Jw DIA 9 DG DN ECH EDC E uH EXIST E a E F EXT EXTR FIT FD FSD F ,D./,D F.09. FLAT ON BOTTOM FO T. FLAT ON TOP G. FLEXIBLE CONNECT'LON G.C. GENERAL CONTRACTOR GRILLE, REGISTER, OR DIFFUSER TYPE NECK SIZE (INCHES, AIR QUANTITY (CFM) G /R /D I . NUMBER HP INT M.U.A .,. 0 D 0 A. OV. NOM DD RA R G D. DMPR SPF SS S C. L. FOPE/Smox.E DAMr wx FIRE /SMOKE DAMPER WITH INTEGRAL SMOKE DETECTOR HEAT PUMP OR HORSEPOWER INT ERLOCK MAKE -UP AIR MAKE-, AIR FAN MOTORIZED DAMPER MECHANICAL EQUIPMENT TAG OPPOSED BLADE DAMPER ORIFICE SIZE (INCHES) OUTSIDE AIR OVAL NOMINAL PARALLEL BLADE DAMPER RETURN AIR RETURN AIR GRILLE RETURN /EXHAUST DUCT DOWN RETURN /EXHAUST DUCT UP SIDE INLET CAN SMOKE DETECTOR SMOKE DAMPER SMOKE PURGE FAN SOLID STATE SPEED CONTROL SOUND LINING SP. DM PR. SPLITTER DAMPER RECT.1 ROUND bE`.•CRIF TION AIR CONDITIONING UN AIR DOOR ABOVE FINISHED FLOOR BALKDRAFT DAMPER DIRT SCREEN 9OTTOM OF GRILLE 90TTOM OF DU, BYPASS TIMER CENTER LINE CADINET UNIT HEATER DIAMETER DISCONNECT SWITCH DOOR GRILLE DRAWING NOME DucT DROP IN DIRE /T'ION OF ARROW' DLri.T RISE IN DIRECTION Or ARROW' DOWN ELECTRIC CEILING HEATER ELECTRIC DUCT COIL ELEC.TE, FAN COIL ELECTRIC UNIT HEATER ELECTRICAL CONTRACTOR ELEvATION EXISTING EXHAUST AIR EXHAUST FAN EXTERIOR OR EXTERNAL EXTRACTOR FAN INDUCTION TERMINAL FIRE DAMPER SQUARE TO ROUND DUCT TRANSITION S/S START /STOP STATIC PRESSURE SENSOR S.A. SUPPLY AIR SUPPLY DUCT DOWN SUPPLY DUCT UP SW SWITCH TL TEMPERATURE CONTROL TS. TEMPERATURE SENSOR T'STAT THERMOSTAT TOP INLET LAY -IN T .O.D. TOP OF DUCT T.F. TRANSFER Ft.N T.V. TURNING VANES U.D. ,JDERCUT 000D V.A.V. VARIABLE AIR VOLUME TERMINAL V.D. VOLUME DAMPER 10 GENERAL NOTES ALL DUCTWORK SHALL BE INSTALLED IN A WORKMANLIKE MANNER IN ACCORDANCE WM H ALL APPLICABLE LODES AND ORDINANCES CODES. RULES AND REGULATIONS OF THE STATE OP W ASHINGT ON. CITY OF TUKWILA AND THE 1997 UNIFORM MECHANICAL CODE RELTANG -ULAR AND Mr, r Ttt ;r SHALL BE rAL VAA En SwFET 1,TAL 111,171 SDUNDLINING OR TERNAL INSULATION WRAP AS ' INDICATED IN NOTE 4 UNLESS OTHERWISE NOTED FLEXIBLE DUCTWORK SHALL BE CL ASS 1 CONFORMING TO U.L. 5T ANDARD 181 AND APPLIED 4,0, NG TO TABLE BELOW WITH MAXIMUM LENGTH AS REQUIRED BY LOCAL LODE Oe AGREEMENT SYMBOLS ON DR AWIN65 FOR DUCT SOUNDLINING OR EXTERNAL INSULATION WRAP SHALL DE INTERPRETED ASFOLLOWS AI 18/12 LI SHALL INDICATE 18' BY 12' DUCT (METAL DIMENSION) WITH 1" 50UNDLINING L2 INDICATES 2' SDUNDLINING ETC.. DI 18112 W SHALL INDICATE I, DY 12' DUCT (METAL DIMENSION) �, .. . .ERNAL INSULATION WRAP. 18/12 SHALL INDICATE 18' BY IV DUCT (METAL DIMENSION) WITH NO SDUNDLINING OR EXTERNAL INSULATION WRAP TAPE OR SEAL ALL JOINTS IN CONGEALED DUCTWORK SYSTEM ALL GUTTING, PATCHING, FRAMING, PAINTING, ROOF OPENING CURBS, ROOFWG LTC., REQUIRED TO INSTALL MECHANICAL SYSTEM HEREIN SHALL BE BY GENERAL CONTRACTOR, INCLUDING ALL FLASHING, SEALING, FR AMINE AND ROOFING ON SHEET MET AL DUCT ENCLOSURES MECHANICAL EQUIPMENT ACCESS PANELS IN FURRED ENCLOSURES SHALL BE FURNISHED AND INST ALLED BY GENERAL CONTRACTOR. POWER WIRING AND CONNECTIONS TO HVAC EQUIPMENT SHALL DE BY ELECTRICAL CONTRACTOR. CONTROL WIRING AND LOW VOLTAGE CONNECTION TO HVAC EQUIPMENT SHALL DE EY ELECTRICAL CONTRACTOR. ALL EXPOSED ROUND DUCTWORK SHALL DE SPIRAL SHEET METAL. ALL MEDIUM PRESSURE DUCT TO NE MANUFACTURED IN ACCORDANCE WITH ',MAGNA MiD1UM PRESSURE STANDARDS. DOTTER ALL JOINTS AT YOUNDUNING MEDIUM PRESSURE DUCTWORK ALL MEDIUM PRESSURE DUCT TAKEOFF FITTINGS SHALL BE BOOT TEES UNLESS OTHERWISE NOi ED. INLET CONNECTIONS TO ALL MEDIUM PRESSURE TERMINAL UNITS SHALL HAVE BEAD AND CRIMP TO ASSURE POSITIVE FLEXIBLE DUCT CONNECTION. MINIMUM FLEX DUCT LENGTH SHALL BE THREE FEET UNLESS RESTRICTED BY LOCAL LODE OR AGREEMENT. 14. ELEVATIONS SHOWN ON THESE DRAWINGS ARE INTENDED FOR DESIGN COORDINATION ONLY REFER TO HVAC SHOP DRAWINGS FOR EXACT ELEVATIONS AND DIMENSIONS. HVAC PIPING NOTES (FOR HOT AND CHILLED WATER PIPING) INSTALLATION OF ALL PIPING, HYDRONIC EQUIPMENT, AND CONTROLS SHALL CONFORM TO P97 U.M.G., AND ALL OTHER APPLICABLE LOCAL, STATE AND NATIONAL LODES. ALL HVAG PIPING SHALL DE INSULATED THROUGHOUT. INSULATION SHALL BE PREFORMED FIBERGLASS. INSULATED PIPING INSIDE BUILDING SHALL HAVE ' ALL - SERVICE dom,ACr OVER INSULATION PrPINiG EXPOSED SHALL IIAVE ALUMINUM ALL- WEATH:R JACKET OVER INSULATION 3 ALL EQUIPMENT, VALVES AND FITTINGS SHALL DE RAPED FOR A MAXIMUM OPERATION PRESSURE OF 125 P.S.I.G. 4. ALL EQUIPMENT, EXPANSION TANKS, CIRCULATING PUMPS, AND PIPING MUST BE SECURELY ANCHORED TO THE STRUCTURE. 5 USE DIELECTRIC ONIONS AT ALL CONECTIONS OF DISSIMILAR METALS. 6. INSTALL GALVANIZED SHEET METAL PIPE SADDLES AT PIPE HANGERS (OR SUPPORTS) FOR INSULATED PIPE UTILIZE SAME HANGER DETAIL AT ALL UNINSULATED PIPE HANGERS (OR SUPPORTS) A5 A MEANS OF VIBRATION ISOLATION. 7. PIPE MATERIALS SHALL BE AS FOLLOWS A. STEEL PIPE SHALL BE SCHEDULE 40 BLACK STEEL PIPE WITH MALLEABLE IRON FITTINGS. USE GROOVED -PIPE CONNECTORS, VICTAULIG (OR APPROVED EQUAL ONLY), (SEE NOTE 46) B. COPPER WATER PIPING SHALL BE TYPE 'M' COPPER WITH WROUGHT COPPER FITTINGS JOINTS SHALL BE SOLDERED WITH - 95-5' SOLDER (SEE NOTE G SV PLY FAIN AND DRI REVLEIESF FAN AKE VARIABLE FLOW/ ITH VARIABLE SPEED . W O CONTROL`. INCLUDE LL OEADBAND 70 RESTRICT SIIAUL Tl,NEOUS HEATING AND COOLIN6- 0 PROVIDE 115„ SUPPLY YMOKE DETECTOR SYSTEM SENSOR GH400ALOLP WITH ST -3 SAMPLING TUBE AND WIRED BY ELECTRICIAN. O UNIT HAS TRANS "STATI TRAP " BUILDING STATIC PRESSURE CONTROL SYSTEM. AVERAGE 2 STATIC PRESSURE SENSORS. 0 LOON OUTDOOR AIR ECONOMIZER INCL. WITH ENTHALPY CONTROLS O SUPPLY FAN IS VARIABLE FLOW WITH VARIABLE SPEED DRIVE. 0 FUSED DISCONNECT PROVKSEO DV ELEGTRLEAL L171NT@OLL €J WITH 61hF vOLTe,E THERMdSTAT FUknAS•!FD D M E "'ANILAL ® WITH BAGKDRAPT DAMPED FIARTWISM CONTRACTOR CTJNTRACTOP INSTeIlED AND W!k €D BY ELECTkr. AL GOrJrtPA S:J 1AGTOR ANA TPCRMAL PROTECTION PROVIDED DY FyR'NrSH y t B +kDSCPEEN U ELECTRICAL CONTRACTOR CONTACTOR NEEDS 2a VAC LOA SITE PLAN LEGAL DESCRIPTION That portion of tracts 21, 22, 31, and 32, Riverside Interurban Tracts, according to the Plat recorded in Volume 10, of Plats, page 74, in King County, Washington, more particularly described as follows: Beginning at a point on the westerly margin of primary state Highway N. 1, Foster interchange to South 118th Street, as condemned under Superior Cool Cause N. 646846, that bens south 0433'59" east 165.03 feel distant from the point of curvoture of the west margin highway engineers' station 76.05.30 said point also being the southeast corner of ttol certain tract of land as descr3,ed in option agreement recorded under Auditor's File No. 7506090402; thence south 0433'50" east along said morgIn 61117 feet to o point lying 110 feet westerly of and opposite engineers' station 68.25: thence south 5819'00" west along said highway margin 230.32 feet: thence south 1809'20" east along said highway margin 36.80 feet to the south fine of tract 32 of the Riverside Interurban Tracts; thence north 8917'24" west 476.97 feet along the south rule of tracts 31 and 32 to the easterly margin of East Marginal Way as established by warranty deed found in King County records, King Country Recorder's No. 7412090465, thence north 1838'24" west 442.48 feet along said easterly mOrgim thence north 1254'24" west 443.48 feet along said easterly margin, thence north 1007'24" west 33178 feet along said easterly margin to the southwest corner of option agreement recorded under Auditor's File No. 7506090402: thence south 8917'24" east parallelto the south line of tracts 31 and 32 Riverside Interurban Tracts, o distance of 774.30 feet to the point of beginning. 0 OR APPROVED EOrUAL ANEMOSTAT. cL'LEGER DWG. MO m0 MLI M1.2 DPAu:r!NG SCHEDUL wVAG SCHEDULES AMD GENERAL NOTES H`. AG SCHEDULES PARTIAL H.V"AG ILA, PARTIAL SECOND FLOOR PARTIAL GAPE ROOF HVAG PLAN ML4 PARTIAL ROOF DEMO htVAG PLAN TAll.5 AND SECTION, PEPSAT r: ,RAIAkD FOP: MECHANICAL • ,XPL.U148ING :,AS Pf140 - Y TUKWILA . -.. i LT1 m. W VARIABLE SPEED DAYLL DESCRIPTION HVAG PLAN DATE LAST REVISED: 4723799 DwG. No. JOB. No. o a.7 9792 -0 MO.1 SHT. I OF 7 FAN INDUCTION TERMINAL UNIT SCHEDULE MARK MFRJMODEL AREA SERVED FAN CFM PRIMARY CFM FAN HEATER D.S. INC LUDED INLET SIZE A/C SYS. I SACS FUNCTION --1 REMARKS MAX ®m � POWER ©®' L� F' 9EG0ND FL. 00k 1190 _... v40 170 ._ _ _ E11_ 000 T -202 7 1, v,E1Ill SECOND FLOOR 420 90 1/8 ME 277V/1O ® 48OV/30 NO Ell b • • _000 F . , 203 T R A N E VSEE 0 6 0 7 SECOND FLOOR 255 200 6O 1/8 VAR 277V/1O 25 48OV/30 NO • • 1 2 n F 204 TRaNEV5EE1720 hEG ONDFLOOR 1 180 270 1/3 VAR 277V/1O 15 48OV/3 NO ♦ ��_ 1 2 3 `r ' - 205 TRANE VSEE 0607 SECOND FLODR 15 1 20 60 1/e VAR 277V/1O ® 48OV/3 NO OO�� I 3 3 000 FIT -206 TRANE v5EE 5E6 OND FL00R 155 120 60 1/e VAR 27 7V/1O t5 48OV/3O NL 0 FIT -2C7 , TrANEVSEE1720 5EC »NDFL00R 136E 1 080 270 1/3 V4R 277V/10 13 48OV/30 NO 10 6 • • 000 5 7 -208 ' TRANE VSEE 0607 52:C0ND FL00R 15 120 60 VAR 27 V/10 15 480v/30 NO NMI 000 FIT -209 TRANEVhEEm SECOND FLOOR 43 0 90 1/e VAR 277V10 5 460V 30 NO 6 ©_OO L'/ T -210 TRANE v5EE 2450 SECOND FLOOR 183 1 445 270 3/-0 VAR 27 V/10 R3 48OV/30 NO 72 6 • • X00 ® RAN E VSEE 2430 5EC0N3F6OOR 1830 1945 270 3 /-0 VAR 277V/1O !e 98OV/3O NO 12 6 • El _ 000 FIT -212 TRANE VSEE 1720 5E60ND FLOOR 1W0 270 !/3 VAR 277V/1O 14 480V/3O NO 10 ER • • _ 00® FIT -213 TR.7.iE V5EE 2930 5FG065,00R 530 1 44 8 370 3/4 VAR 277V/1O 48OV/30 NC 72 Iran • 000 FIT -214 TRANEVSEE 2430 O N L FLO 183 7445 270 3/4 VAR 277V/1O 78 48OV/3O NO 12 0 • • �oo i 2 3 o TRANEVSEE 1720 IIME SECOND FLOOR 1165 920 170 1/3 VAR 277V/10 i1 48OV/3O NO 10 6 • 00 0 TRANEVSEE2430 SECOND FLOOR 183 1 -0 45 270 3/4 EZIEME 18 480V/3O NO in 6 • • X000 E , TRANE V5EE SECOND FLOOR 130 0 0 60 1 / 8 V. 2 7 7V/1O 15 460V/ 3O NO 6 6 • • 000 ME TRANE V5EE 2430 SECOND FLOOR 2050 162 390 Ell V4R 277V/1O 20 480V/30 NO 12 6 • • 000 F -219 TRANE VSEE 1720 SEG0NO5LO0R 1495 1180 27 ® V. 277V/ i0 15 460V 30 NO IO 6 • 0 02 0 IT -220 TRANEVSEE1111 5EG0NDF 925 730 70 {3 VV. 277V/10 9 48OV/3O NO 8 6 n al 0 0 FIT -221 TRA NE VSEE 1111 SECOND FLOOR 595 470 90 I {B VAR 277Vi1O 6 98OV/3O NO 6 0 • � � U 2 00® FIT -222 TRANEVSEE2430 SE60N7FLO0R 1655 1310 270 1/2 . 277V/1O 16 480V/5O NO ®011111211:11 _ 000 FIT -223 TRANEVSEE1720 SECOND FLOOR 1520 1200 270 ® VAR 277V/1O 5 48OV/3O NO 10 6 • • _000 FIT -224 TR4NE VSEE 1911 ',CONDFLOO 935 740 170 ® VAR 277V/10 9 48OV/30 NO 8 6 • • 000 FIT -225 TRANEV5EE111I SEC0NDFLOOR 610 480 90 i/8 ME 277V/1O 6 48OV/3O NO 6 6 • • _0 , -226 TRANE VSEE 17 ,C.ONDFLOOR 7430 1130 2 70 I/3 ® 277V/i0 14 48OV/30 NO 70 6 • • _ 0®® FI7 -227 TRANE V5EE1720 ,,,01905.-00k 1380 1090 27 1/3 VAR 277V/10 13 48OV/30 NO 1 0 6 • _ 000 FT c26 TRANEVSEE2430 SECONDFL 1985 15 70 390 3/4 VAR 277V/10 19 460V/30 NO 12 6 • • 000 FIT -229 TRANE V5EE1111 SECOND FLOOR 775 610 90 1/3 VAR 277V/1O 75 480V /3O NO 6 6 • 00® IT F-230 TRANEV,EE2430 SELONDFLOOR 1975 1560 390 3/4 VAR 277v/30 .. .W. /'50 NO .2 6 • • 0 ✓ 0 IT 231 TRANE VSEE 0607 SECOND FLOOR 240 190 60 1/6 VA 2 277V/7 25 480V/30 NO 6 6 • • _000 FIT 232 TRANEVSEE1111 SECOND FLOOR 47 37 90 1/8 VAR 277V/1O 45 48OV/30 NO 8 6 • • 000 FIT 233 TRANEVSEE SECOND FLOOR 370 290 60 1/6 VAR 277V/1O 3.5 48OV/30 NO 6 6 • • 0 0 0 FIT -234 WANE V5EE1111 SECOND FLOOR 480 360 90 1/8 VAR 277V 4.5 460V /395 NO 6 • • 0 2 00 IT 235 TRANEVSEE 1111 SECOND FLOOR �.` 420 9O i {6 VAR 277V/10 480V/3O NO . 000 imzi TRANE VSEE 0607 SECOND FLOOR 265 210 60 1/6 VAR 277V/1O 480V/30 NO 6 6 • • _000 , TRANEVSEE IRI SECOND FLOOR 535 420 90 1/0 VAR 277V/1O ® 480V/.0 277V/1O 14 480V/3O NO NO 6 10 6 7 • • • • 000 - TRANEVSEE172O SECOND FLOOR 1440 1147 2.70 1/3 VAR 000 FIT -259 TRANE'VhEE1720 SECOND FLOOR 144 1115 270 V3 VAR 27 7V/1O 14 480V/3O NO 10 • • _01 02 0 MT 240 TRANEV5EE172O SECOND FLOOR 1500 1192 270 1/3 VAR 277V/1O 15 4 8OV/30 NO 10 7 • • X000 TRANE V5EE 2430 SECOND FLOOR 1950 1561 390 3/4 VAR 277V/10 1B 48OV/3O NO i2 • • 0O2 0 FIT -242 TRANEVSEE1720 SECOND FLOOR 1500 1132 270 1/3 VAR 277V/10 '4 48OVI50 N0 • • • = O 0 FIT -243 WANE V5EE2430 SECONDFLOOR 1950 1550 390 3/ VAR 277V /10 16 ] 480v/3O NO 12 7 • • 002 0 U DIRECT DIGITAL CONTROLS ® FUSED DISCONNECT PROVIDED 23Y ELECTRICAL CONTRACTOR. PROVIDE WITH SLOW PULSE WIDTHMODUL A TON OFELEC TRIGAL HEAT WITH MERCURY CON TALI ' 8367 9792 -0 MO.2 SHT. 2 OF 7 14.14 650 'oda 0 0 10.0w ivow 375 12.95w la Ow 18.0w LC) EX157 PARTIAL FIRST FLOOR HVAC PLAN SCALE 1/8" 1 AL X /II w IV 240 4 11, I2�W— 14�W—' irsow xr,rak 240 •■ 1673117 27/140 w AD. • arr. T • X15 240 1252 12 240 12`04 1,03V 101241-1 tit S ACID, 1202 AN W 375 W 1Z fie27/11 PI len ' NV • 17,2.0 %11I■111 eft 20 OW T M3, 12l2 /2 411/ 450 W 12 - ‘1 r •L._ 240 0"row ara Ygt .x12 375 AREA' . 200. ;27150 27/111-1 izoz w 375 12.12 .375 al ACID, IMP 375 W IO�W 1 27/141-1 1 11. 100 41111 41 iat I • X.s. Z7/141-1- 12.011 i Plit11■11Y 44"0. l0 Exvir 40 (r PARTIAL SECOND FLOOR CAFE HVAC SCALE 1/8" PLAN [DATE 3 A5T REVISED: I 0 4 1 / 66 2 . 3" NO. JOS. No. 53., 1712-0 M1.1 Stir. 3 OF 7 201,1_ 6 0 ez 12 A4 340 12 V■I "0. 1204 1 :■=41111111111g hi. 1 u 'S91, AV , .. 1.010 r22-204 12/12 DN - 7/141.1 c - 27/4L --14 10033 1_1 10 0 14104 , -77/141, 40 -212 IZ1 000 4-3 275 27/14 L1 2616W 20/11t2t )2 2,01 4,5 240 0 , - 0 — 0 . .v3sr 271 "7 • 75 Fa 226 6.6 16 VAIII nom 20I n /fl - 4. 33,—/ rozzmutzzat I IMINIIT•ozzzazzmA El -ct t4,53r 49 02 0�0' FT - 202 , -.209 3E 175 19' 05 t4,91 ON 16,6 G(i3 8/6 DN w YD 16,6 14,4 DN DRAWING NOTES 0 - Q 7 290 10/10PN 24,4 18 G I '—. - t6 12 06 T tax19 , AA L t 1 19,19 Hoz (f) FIT -20 2710 1rn 12" clri Moef L_I PARTIAL SECOND FLOOR HVAC PLAN SCALE 1/8 = 160 PO El 2 7,4 210 iz -/ 20/111.1 10 t - L 3-2, fl LL fl J0/E11_1 D ss 41 o P 021-1 rJ L " 1E1 2. 460 z M1 . 2 091E 9S, RE31, D. No. 1.109. No -2/ Q s ▪ 4 rt r2 2 CL g LI • i a > 0 0. !, c § c a) a DATE LAST REVISED: 4/23/HH OWG. No. JOB. No. 8367 9742-0 rni I PARTIAL CAFE ROOF NEW HVAC PLAN SCALE 1/8" = LEGEND EXI5TIN6HVAG TO REMAIN EXI5TINGFIVA0 TO DE REMOVED RELOCATED A5 INDIDATE0 NEW HVAG WORK TO DE IN5TALLED DUCTWORK DELOW AC-206 I AC-205 I REMOvf Vakirt.16 ROOfTOPAGumi FATU,200f0PENNO9 0,3,4 CEVOYEEX,r211. ROO r AL P*11,1400, MEN., cOr PARTIAL CAFE ROOF DEMO HVAC PLAN SCALE 1/8". 1 M1.3 SHT. 5 OF 7 r- 70- 0 - n D rn 0 n 1 NE91DN11,1 0R0wN1 VC P PFNIiOYU, N 5 A EI:10` =1' -P`.. MIMI a{w„ ?)tdI PRINTED 81,k119E116 - OYp SI I, 12400 E. MARGINAL WAY 8., TUKWILA, WASHINGTON,08124 PARTIAL ROOF DEMO HVAC PLAN Metropolitan Park to R.O.C. Tenant Improvement Phase B li[.r 6MF6 FILti J1 i4 DD[.51 IDESCAIPT ION OAT • SCALE. 1 /8 " -P -O DESIGNED -8Y. PJ DRAWN BY. WDP APPROVED. TO PSF M6echan 'col, Inc. 9322 14th Avenue S. Sc ot) -IG. Wo 7n ®ton 98108 Pe.. 12081 T52 -2381 _. -. - - - FILE NAME. 22741404N - DRAWING No.. •T47 CIO ‘., t• - '''' •'. i ./..., DIFFuVER C.4,4, $PRAY INtIDE WITH FLA MACK Vo TICLAr ''' ' ' • T T PANT OR .wtour,rtge 'SEAL sIDINT WITH DoC TAPE. rr.1 WHERE NOTED ON PLAN it N. PERFORATED 5AFFLE r,rert WIT, tOx eREE AREA FLEXIDLE DOGT_,Iste PLAN OR tEt ORE DIFPLIsER CAN NOT TO EXCEED 10 PEET IN LENGTH. KIAXSANNI OF AD 7 0 Olf•FutER WITH TOTAL DENO PER LEN6TH. 6DREW6 At 6,01VN FLEX TO be artiot.ea TAUGHT. ISEAL WIT, DUCT TAPE TOP OF DIPPLPsER FRAME , III ClA MEE ECUIMENT ORAN rAri MOUT LIG tat 4441T I*uT FAISTEN TO CURD IMF, grric:LIOAT 6A6KET 0•619 OF RECEtVER - I , 6TRIF I CC, 1 ' 1 , I NO1141S3530 - retraWACTO R 11 1` wilull'"$W FACTORY 1 FEXOLE FLA ILDI4•46 OVER - ,c.,.., IN6ULATION AMP CLIP RIND CANT FLA611N6 DY 'war CONTRACTOR I V fA611EN FLAISHIND DV AAP au CENTER TO PLYWOOD WITH %REIM AND 601046 WA6NER6 V4I ONLVAANZEP 41 . firtit Vim V 2" WW1/ARAM eve DOT - l CONCRETE tc.c, ROOMS. it CANT (6 4.1 ROOF NeAN-ATION , . 1 11 1 CURD 0 16/564LATIONI MC, 16,2 I 4 R'AANNETT OVA FWN CC VAIORY PIRA eeurveter ago _ .. ' II i II M M 6043414..E T Y - - R rrt 611•46 OR o eT CONDENSATE DRAIN itOff At PEMWISAKY TO CLEAR A/C NWT DOME POOR API Mill WLI STRIP Vtrl 1 1 • GCS MIIIIIII=011 1 ' UDE 2 GO • OPEN VENT SFM,r DRAIN FAN In it‘till RiMiTiVT 1111111 DACKORAFT DAMPER ROOFTOP EXHAUST lir is, FAN we ARLILDW65,FOR ROOF AND CURD CONSTRUCTION 4 LOCATION 4 ONAENNON OP ROOF OPENING.MEE ISTRUCTURAL DRAWINGS FOR ROOF OfENN6 DIMENNOWN DETAIL OR1414..litE g F1.1.40046 DRAWIN6, / II 1 A 11111111 ___.r Ir -^".................................... lir NOTE: 4 A/C UNIT CONDENSATE DRAIN TRAP PIC LAE 6L/SPENDED DELING 1 TYAL Y-N TYP DIFFINSER WITH 6.I.DE MET ANNNFR__YriON bEE mar, FOR 612E. SIDE ENTRY LAY-1N DIFFUSER . -..„, -DUCT DROP ' LAM PROAAVED DY OOP MCA --7 F6f NECHINWCAli. SEISMIC DETAIL FOR AC UNITS L71V ,. .N ONI.VUU — � NO0POiLL3 13NYN illy lB[9 L 190 80186 �o +6u B M -29t;Si r f oA . '..n1J / ' //).ni 11. /PEA /A/ J CJ (MUSHROOM SlYLE) DETAIL 1 DETAIL DETAIL 1311 DETAIL 2 NO SCALE NO SCALE tv y NO SCALE NO SCALE ' OOP,. Za.erigt.tr •0/4-6 40/4 . 0..p...... DRD6CREEN R OF CAP' DY IWC. KOONS 11 ANT e AN ol. Fir AY47, L ,--, KOP4G OPENING DT 6, NOTE Far ‘ry ttiO T ie 4 7 ,, D G RELIEF i l OUTSIDE AIR VENT 131V09 rd 1A0 03901930 nr 109 N6960 0 1 103000//9 1 DETAIL 5 i 4 � 6�n;ip vuinz� nIA' �ys 'y ,' S/4,61S , NO SCALE NLW 8 s Zr a CITTF 11411, ',,, , . , ERWT CENTER ,.. . ,. DETAILS AND SECTIONS Metropolitan Park to R.O.C. Tenant Improvement - Phase 3 12400 E. MARGINAL WAY 8., TUKWILA, WASHINGTON,98124 DATE LAsr REVISED: DWG. No. 1JOB. No. 8367 1179Z-0 M2.1 SHT. 7 OF 7 MINIM II,11151:111