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HomeMy WebLinkAboutPermit M99-0240 - BOEING #2-88M99 -0240 7755 E. Marginal Way So. Boeing #2 -88 City of Tukwila( Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: M99 -0240 Type: B -MECH Category: NRES Ct: MECHANICAL PERMIT Address: 7755 EAST MARGINAL WY S Location: Parcel #: 000160 -0020 Contractor License No: HOLADPI379NO TENANT BOEING #2 -88 7755 EAST MARGINAL WY S, TUKWILA WA 98188 OWNER BOEING PO BOX 3707 - M/S 1F 709, SEATTLE WA 98124 CONTACT KORBY SEARS 4600 S 134TH PL, SEATTLE WA 98116 CONTRACTOR HOLADAY PARKS, INC. 4600 $ 134 PL, SEATTLE, WA 98168 COMPLETE NEW HVAC SYSTEM UMC Edition: 1997 Valuation: Total Permit Fee: *•k ** *** Permit Center Authorized Signature Date 10 -9 9 (206) 431 -3670 Status: ISSUED Issued: 12/22/1999 Expires: 06/19/2000 Phone: Phone: 206 -248 -9700 Phone: 206 248 -9700 *** k* **•k•k ** ** * * *•*** *•k * ** qtr**************** k****** * * *•*****•k * * *** * *•k ** *•k *•k ** Permit Description: 0,000.00 482.75 k * * * *** i ************************* * * * * * *** * * * **** * ** * * *•k ** * * ** ** n I hereby certify that I have read and examined this permit and know the same. to be true and correct. All provision's of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building permit. Signature: ✓ .9� ._ Date: a ./D �9 Print Name:___ .13Y 5eA2S Title: MG.L. ASSsST/4 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if .the .work is suspended or abandoned for a period of 180 .days from the last inspection. CITY OF TUKWILA Address: 7755 EAST MARGINAL WY S Permit No: M99-0240 Suite: Tenant: BOEING #2-88 Status: ISSUED Type: B-MECH - Applied: 11/29/1999 Parcel It: 00016(1-0020 ' Issued: 12/22/1999 ***A****k*A***k*A**A**AAAk*k***k*Ak**k**A*****“k******A*VA*4c**A****k***** Permit Conditions: 1, 'Readily accessible access to roof mounted equipment is required. 2. Plumbing permits shallnbe-obtained through the Seattle-King County Department 'of Public Health. Plumbing will be inspected by that agency, Including all gas piping (296-4722). Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (248-6630). 4 No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 5. All permits, inspection, records, and approved plans shalt be available at the job site prior to the start of any con- stru,ction. These documents are to be maintained and avail- able until final inspection approval is granted. 6. All construction to be done in conformance with approved plans and requirements of the Uniform 'Building Code (1997 Edition) as amended, Uniform Mechanical' Code (1997 Edition), and Washington State Energy Code (4997 Edition), 7. Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be a permit for: or an approval of, any violation of any of the provisions of the building code or of a'nY , other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provision of this code shall be valid. B. Manufacturer: installation instructions required on site for the building inspectors review. Project Name/Tenant: 11--�� C3u� G D. --$33 Description of work to be done: (_._oi�Put; Ate i VA C s'>'S Va a of Construction: 1 SOO J OOU Site Address: _ 7 75 5 I I. /OA z - r im, WAY 5 . City State /Zip: Tax Parcel Number: 000 Go - oo�0 33.�uoy -9o�a Property • • Phone: Street Address: Address: Fax #: Contact Person: ORBY Sri Phono: Street Address: ��oc , 1 3�t� v ' ? .JLA�SI City State /Zip: iA -,ii. Contractor: 0 Standby Phone: f%-.11.17,..........4647.1877 Street Address: City State /Zip: 1..).6:()0 s . 13 FL 50 - TLE wA Itb Fax #: aD -- D k{y -X7o Architect: = Street Address: City State /Zip: Engineer: Phone: Street Address: City State /Zip: Fax #: MISCELLANEOUS PERMIT• REVIEW' AND (TO BE FILLED OUT BY•APPLICANT)` Description of work to be done: (_._oi�Put; Ate i VA C s'>'S Will there be storage of flammable /combustible hazardous material in the building? ❑ yes I no Attach list of materials and stoma a location on separate 8 1/2 X 11 paper indicatin u antit ies & Material Safety Data Sheets _ ■ Above Ground Tanks LJ Antennas /Satellite Dishes ❑ Bulkhead /Docks Commercial Reroof ❑ Demolition El Fence ❑ Mechanical ❑ Manufactured Housing - Replacement only ❑ Parking Lots ❑ Retaining Walls ❑ Temporary Pedestrian Protection /Exit Systems ❑ Temporary Facilities ❑ Tree Cutting MONTHLY'SERVICE:BILUNGSTO < „ < Name: Phone: Address: City /State /Zip: 0 Water 0 Sewer 0 Metro 0 Standby CITY Or TUKWILA Permit Cei,11 r 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 FOR STAFF USE ONLY Permit Number: L 110v Prbject ,umber: 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. APPLICANT.REQUEST FOR MISCELLANEOUS PUBLIC. WORKS ❑ 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 #: ❑ 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): Sizes: Est. quantity' gal Schedule: Moving Oversized Load /Hauling WATER METER DEPOSIT /REFUND: BILLING: Name: Address: Phone: 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 atlon 1 A![a'• AT r IC P` 7/11 104 Date application egl 2000 Appllc on k Is) ,.... BUILDING OWNER OR AUTHORIZED AGENT: :: ` ' . ' , Signature: ›`'�'O"2'- I Date: 1 17 4/j9 Print name: / ��or�l3Y sC - 112, Phone: � Hwy -97vv Fax #: .A)6 auk - 87vD Address: , `600 , Th l 3k ? City /Slat /Zip: .� ,E, wA 98 168 ALL MISCELLANEOUS PER PPLICATIONS MUST BE SUBMIT WITH THE FOLLOWING: > M A L L DRAVi1iNJ S ,§H LL 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 ➢ CIVIL/SITE PLAN DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED CIVIL ENGINEER (P.E.) SUBMIT APPLICATION AND REQUIRED CHECKLISTS FOR PERMIT REVIEW ❑ Above Ground Tanks/Water Tanks.- .Supported directly upongrade exceeding 5;000 gallons and a: ratio of height to, diameter r*width ; which exceeds 2:1 . Awnings /Canopies - No signage ❑ Antennas /Satellite` Dishes , Bulkhead /Dock Commercial. Reroof: Demolition Fences - Over 6`feet in Height Land Altering /Grading/Preloads Loading Docks Mesh apical (Residential;& Commercial); Miscellaneous Public.Works :Perrnits Manufactured'Housing:(RED. INSIGNIA ONLY).• Moving: Oversized Load /Hauling Parking Lots Residential Reroof - Exempt with following exception:i If roof structure to be repaired ;or replaced Retaining Walls -. Over 4 feet in height Temporary Facilities Temporary: Pedestrian . Protection/Exit' Systems Tree Cutting' ubmit ch "ecklist:: p; :. °. r Submit checklist:} ;.: : Cbrnmercial -T'enant.Iniprovement Permit ; Submit;clieckli §t -;; No :; "Su bmitch ckllst Submit checklist:; ;:No '.Submit %checklist Submit checklist' o: Comm ercial,Tenantamprovement : Pe Sub "mit checklist;No H ,1 >7 ` Sub "mit'cheokiist �Residentialionly� = %H�6;� H�16" ^ •:Submit :checklist?:'.e.No; :H= 'Submit checklist Subinit:checklist: No : Submit. checklist, Residential Building Permit :Submit checklist :. M -6L Subrriltch'ecklist .Submitchecklist Submit checklis :Submit!checklist ; No: ' M72` ❑ 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 ". Building Owner /Authorized Agent If the applicant is other than - the OWner,. registerad architect / engineer ,'or.contractor,l(cehse by the State of Washington, a notarized letter from the property owner authorizing the. agent tosubmit 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 ! AM AUTHORIZED TO APPLY FOR THIS PERMIT. MIS 7 /11/96 • a. . 2tf3 9 - Cn� !".) 5 4V � 4 if 1/4 :1/4 +«**»* A*A* ++ fr it A+A A. A*»+* * A * +A+A*++ + � CITY OF TUKNILA' NA )~�~^�~ �� • lK�NSNTT ++*^++*^^+*�+*A**»***a�o*++* TKyNSMJT Numh�r: R90O02O9 Amultht; 482.73 1%/22/99 15:5u P,:ivmen[ Method: CN[CK Notation: HOLA|/AY_PARKS ' %nit: N�k ' Permit No: M99-0240 Tvpe: 8~M ECH N[CNANICAL PERM[[ Pare| Nu:. 000160-002O Sltw Addre«s: 77 EAU. MARGINAL. NY 8 Tutal 402,75 • 4V� 7� Total AL} ymtp� 4A2 7� This P�vmonk , � � • Bulanoe: ' .00 AA++**+*ah++A**A+**«++�*AAN Acruunt 'Code 000/34!! 000/22.100 Description PLAN CHECK - NONNES MCCHANTCAL - HONRES •Amount • 96.t55 38G.20 Projects � , T , YPe of Inspection: • • res • � e cal Special instructions: c D e wanted: • &3 rCi.m p.m. appin P D — 7c -q ril INSPECTION RECORD INSPECTION NO. Retain a copy with permit PERMIT NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 V - (206)431 -3670 proved per applicable codes. 0 Corrections required prior to approval. Date: B 00 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: alb TT) Fe�c1�9L.. Receipt No: Date: COMMENTS: r,. ( frte a t .G- 46-re-4X167 / v 7 / GAG ec9 7A- (G�.%'�4si.> ro � RAWL jZg_LOCJ4 r ' &7 Date wan % / OA 7'V dCC aa Requ aye r: � It "' r Phone: Pr ot 2.--et, Typo - p/! Acpss 5 0.04 c4) Date called: Special instructions: Date wan % / a.m. p.m. Requ aye r: � It "' r Phone: 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 Approved per applicable codes. Corrections required prior to approval. fJ $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: Pro a el--) (►, Type of Ins ection: 1175 I � k � M('tlrC jtl 1 fE IV Dm ca lke d ; DO S Special instructions: J c , 3 D k....10 � =Q- ' CC coo P�. C 3 ti I'`�� r,S et _ ' Daa�tte wanted: a. 5- "(D p.m. R�ggeste ° air �� 1'� INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: f c/Ac � C� ..._. s + — 'i.t.ux Dat /( $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: COMMENTS: # s 1 , catz l' 7 . 77, 4 6 7q 2 74 . 7*‘91640r- t re ryin, (Z/ (9-le ,geoge,..c_167 /3_ .4200zo ,_-,-..-i-c 445 5/7 4€4 Special instructions: .42! X077,- 4re` // s Z6 55 4-2/iteem€4175 7 ' 4-f/C. aitX22:=AUSAZ)- ge_(■76€4/ V4,70-.1 / . fiz„ X'-- ( 0 c c, u".4A1t ef : 4, aLAL. 17 ‘T4kc S , - y i a la z.oc...47 '/L 7 A (105. (9' 7 C Fz- 3 .6 '' / ? 2 Type oflaspectio : g.Z t re ryin, ali Date called. Special instructions: tfiy Dat CF, e wcatBdi: 12J co Reqnstp vl _ Phor 6314_ INSPECTION NO. INSPECTION'RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #10b, Tokwila, WA 98188 El Approved per applicable codes. J corrections required prior to approval. PERMIT NO. (206)431-3670 ot) 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: COMMENTS: "'`or /26-4-by - f=1 ox F'iLog [./ SA 1 Of66. De TY-c Tae. Sh4 /7 D-c T S?i 7 f A .4 7 S771‘76, C5 'Oil c1 r-- CP• t,(J,,4 -cal r j.e4c -- &J v S(S /Di c.CTS e . 4, S 4 2. 6.75 C17A)Catt 5 A''7 — PZ- 4 Z (ti ,?) 3, 4C/A- (<7 / (p 1 & O1. e t 6 i /1 t./2'9olgs ,L ro ?r vs PQ'ot/ /off 'OZ r,G. ,ee f/77,e7A/ I . /o1 R--5 - 1' ac.T /A/v. ; i e sr g?C))e, o 1%/4 -4 .3) (b41 c l o,(cS pez. xlo T . zvm await, Project: }� t rl(� T31r -' 3)--�� Type of Inspection: ' 1-\ AC - == - Ad ress: �../ t`3 ._a- 1 Mctr I u Date called: .5-- a. --0 C) Special instructions: .• Date wanted: S— Li— t 6.`113. p.m. Requester: te3r■ Phone: �Ctc Conn ^ (- 1 14 INSPECTION NO. fl Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 rrections required prior to approval. Dat / ( t El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be prid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: , t e _ 4 / 4 , f 1 4_, ; 6, ev, Typl rOmtion: Address: C412:'-, -E Ma tn a O LAM4n -. gve, Joe ".-1 eii';-- ; il / 1 ? (J' e9c ( id . 2..., Date wa4ter a/ co P.m. di c. / 7 Kecia:41 /40j2iiefo-T-01,<4.1 949 etVa .0-4( c _ I 1-7°,4 ' i le- 1- e4 .,n A y 4. 2 a3 Typl rOmtion: Address: C412:'-, -E Ma tn a Date called: , 14(1 Special instructions: ( id . 2..., Date wa4ter a/ co P.m. Requester:, citeri. Phone wk.. 051 4 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 El Approved per applicable codes. Corrections required priar to approval. Inspector: E $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: Date: Project: Poelo 2-- 85 Type of InsR es�ion: Address: •, .M6r 001 Date called: 111 io1oo Special instructions: y 1 � Date wanted: 1 -q 11 100 p.m. Requester: Pho 0h. I-DI Cal./ b \L INSPECTION RECORD Retain a copy with permit INSPECTION NO. ' � xx CITY,OF TUKWILA BCIFLDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 oved per applicable codes. Ni D UO PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: / a )7 Cl&&Le -,c � s G- G- rei - r / / ,/ ...f .mss 41/r (.4e S C 049 $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:. ii c ieY l t ; gg Type Qf I ction: V C Acid res : < I w . `- I0 r ✓�rii Date ca (0_1/00 Date wed /O( Oo am ' Special instructions: or T4 5 S y c ' t t al r , ink/► wy Requester-. (v ! Phone: /� 1 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 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Ur' , �? fr t7 i7 f,, /(ICJ' L i /eo Cam ► ,r-+ /4e �-r Y79 //• . 1/ 4•3 Inspector: Date: () L. e LI $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: , R et, ,.,.`eZ Type p g dr s;. '- M CA LV�CO w Date c Ile laQ io D . . , Special instructions: /±� o r 1455 e , . n.� i 1 ( Date ante 3 (); � p.m. Requ Phone - COI- - 113I T INSPECTION NO. -7 1 INSPECTION RECORD I Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ■ .01 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: le i t_(1EC/JB, t( 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: Prot_ tic Type›Derrelo A 773 , itti Date called: Date ve,art a.m. p.m. Special instructions: Requester: Phone: ---- ETV INSPECT ON NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 c?-21c0 PERMIT NO. (206)431-3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ioe(ooec. n w-cie-,97,--/- gem (ti /t_rx *wa ,44. eE 770'(Z $47.00 REINSPECTION FEE REQUI ED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Proj q. _ , 02. (533 ✓ CYJ Type ofO eiti Addr ess: - t� HQ r • Date c e Dtal d: (� 3 0 100 Special instructions: p L Irl� 8-I g 4 ,1- S /� Date wan c r, ( Requester: feet P hone: 0, ` ` ` 2/ h0 .�..wlYG'4�'M"Wi"!;SfYF /..t..�..r..r..c�••[Lr,Wµ.tvw w.uw x..,n INSPECTION NO. • + 1 •. 1 1 i l I INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, "WA 98188 Approved per applicable codes, PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: • ■ ,ems ,ev,u6400 Lost ec (,,t.4 rxxc $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: Piellem4„. 2 _gQ Type /Jf s ty>" ,/)�1 1,65 & . Date called: /1/ j S ecial instructions: 4 ��4 Date wanted: g/ �1 — ! 0t J a.m. P.m. - Requester: 7 /� !1 -- fib/-- & i ; r INSPECTION NO. INSPECTION RE5ORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. 1 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: i a / / a / e 91 /Cie.rJ Age-S5.€6" All 04- 712 /.c.St4.4/ -. C $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: B ( - j 66 /{/c. „T-- g TYpepf p L `/ / a1 M s :5 r. 1�°1 5 Date called: / I / Special instructions: Date wanted: /!o %U rp:a.m. L-----' Requester: 6 Phone: / , o 2 7b — 60/_ l S� INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Receipt No: /0-0,140 PERMIT NO. (206)431 -3670 Approved per applicable codes. n Corrections required prior to approval. COMMENTS: A ; e r 7 , 8 i r 4 f ? f20.d0s69 ' 77 ,'x 5/447 rlto Day $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. all to schedule reinspection. Date: •fix . t t/ /J "-. i rag ' ectigr � ! 1 t ,a des• I' iv e.. .t /, .� Dale a ( led. • Specia instruction : , . 'D t wa te. • .. e 1 3 662 [ pot , 6:) ii, INSPECTION NO. A pproved per applicable - codes. INSPECTION RECORD Retain a copy with permit IME PERMIT NO. CITY OF TUKWILA BUILDING DIVISION `!a 6300 Southcenter Blvd, #100, Tukwila, WA 98186� p ` (206)43),670 _, s uQ Corrections required prior to approval. COMMENTS: fl /A/5 UedeTrg. . A Hi) —5 71222414ga/ 4/A7 gAtbereicia 46 c/ - 02• /194, N "0:4 $47.00 REINSPECTION FIE REQUIRED. Prior to insp ction, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Proj h ` a iNAC Or 1( Ty eeoof IQnspp^e tion: dd A11 S . � � e V � � A�( \ tn4< Dat' celled I - eU - 49 9 Special instructions: to -1 Date vxante�: qq a.m. Requestera ` Poe: C? 1901 1 i 14 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 t PERMIT NO. (206)431 -3670 Approved per applicable codes. n Corrections required prior to approval. COMMENTS: (94 A-- /A) 0- y $47,00 REINSPECTION F *REQUIRE ' Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectlon. Receipt No: Date: 7: - 7 7 .7 • '• . ^.77 777 "' •`*' '',f4tig,4,1f04141/404:14,144*"704:41SOZOW141477774741M9,41■41,4T,Mrocirri, PA'AFT17,TeZZI, Project Name C Address 1-n ce,. Retain current inspection schedule Needs shift inspection Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: City of Tukwila Fire Department Approved without correction notice Approved with correction notice issued Authorized Signature TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. FINALAPP.FRM T.F.D. Form F.P. 85 John W. Rants, Mayor Thomas P. Keefe, Fire Chief Suite # Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575•4404 • Fax (206) 5754439 LAUGH Seattle, WA 98108 Job: Job #420 Boeing 2-88 Building cc: TO: FROM: Firm: Holaday Parks 4600 South 134th Place PO Box 69208 Seattle WA 98168 -9208 Attn: Eric VanDeveen Date: 11/22/99 Name: Jeffrey Johnson Subject: Structural Calcs for AHU's ITEMS TRANSMITTED: © Attached Quantity Item ❑ For approval EI For your use 0 Per your request REMARKS: Date Description ❑ Separate cover by: 1 Calculations 11/22/99 Structural Calculations for AHU's ❑ Approved as noted ❑ Not approved; please resubmit M 99-02'iO CTRANSMITTAL 206 - 655 -4476 Fax: 206- 655 -5851 RECEIVED CITY OF TUKWILA NOV 2 9 1999 PERMIT CENTER File code: 01.1530 0E /ti'd 120'0N Harris Group Inc. 1000 Denny Way, Suite 800 P. O. Box 3855 Seattle, WA 98124 (206) 494 -9400 Fax (206) 494 -9500 TO: JEFF JOHNSON COMPANY: BAUGH FAX NUMBER: 206- 655 -5851 FROM: LARRY RAMEY SUBJECT: AHU CALCULATIONS HGI PROJECT NO. 98-1420 COMMENTS: ATTACHED ARE AHU -01, 02, 03, AND 04 CALCULATIONS FROM VOLUME ONE OF THE 2 -88 BUILDING STRUCTURAL CALCULATIONS, THESE WHERE REQUESTED BY HOLADAY PARKS CC: LWR, Greg Mercier 655 -5043 Date: November 21, 1999 30 Pages Including Cover Sheet Project No. 98 -1420 Transmittal # File 1420.0304 Please call (206) 494 -9400 if this transmission is incomplete or unclear. REiC:Ef )f 2 CITY OF TUKOI A NOV 2.9 1999 PERMIT CENTER FACSIMILE COVER SHEET Transmitted Date: Time: Initials: 'ONI 'df1ON.5 SI2iIIH WU20:TT 666T'T2'AON aft 010001 Description G2: Low Roof Girder Beaneath AHU 04 / 60' span / 30' trib. area Force &STress Summary 2nd Floor taming . 2 -83 Building • • BCAG - Plant 2 Seattle . r��:. v�f: f., x:f.+ YS :irk.'rICR.'SbYIIe.NJf"•T:>L:L Glri.?^ ��Y�. O'J.' MfCri .!L1tf:.SeF.:'Jifre; ":.•f Qxb Y'V'mr pax,— • . 'titl ; Euitdtnq 2-08 Design Job k 98.1420 • • bagnn NJC , Data: 11:40AM, 30 MAR 99 • bezcrlption :Roof framing upped ofAHU's Steel Beam Design Scope: • 44 —These These columns are Dead + Live Load placed as noted —» DL LL LL+ST LL LL +ST Maximum Only 0 Center 0, Center ASants an. Cants Max. M + 952.47 k -ft 602.80 952.47 k•ft Max. M - - 0.01 k -ft Max. M @ Left k -ft Max, M @ Right k -ft Shear @ Left 59,54 k 36.83 59.54 k Shear @ Right 67.28 k 38.16 67.28 k Center Defl. -2.581 in -1.622 -2.581 -2.581 0.000 0.000 In Left Cant bell 0.000in 0.000 0.000 0.000 0.000 0.000 in Right Cant Def 0,000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Deft @ 0.000ft 0.000 0.000 0.000 0.000 0.000 in Reaction eg Left 59.54 36.63 59,54 59.54 k Reactioh © Rt 67.28 38.16 87,28 67.28 k Fa calc'd por 1.5 -1, K'Ur < Co Section Proper es • ViraX173` Depth 30.440 In eig 172.55 #fft r - xx 12.705 In Width 14.985 in I -xx 8,200.00 in4 r -yy 3.431 in Web Thick 0.655 in l -yy 598.00 in4 Rt 3.940 in Flange Thickness 1.065 In S - • 538.765 in3 Area 50,801n2 S-yy 79.813 in3 • ("dr1983 :94'ENERCAL'C ' • "' AP/a-7 • 120' ON Page 2 RECEIVED CITY OF.TUKWILA NOV 2 9 1999 PERMIT CENTER c;�t;iy docuirion{s�oe ng pTanY I SI a H0310 4db8© iT is6b6t PnvAON -• • Rdr. 710001 Description G2: Low Roof Girder Beaneath AHU 04 / 60' span / 30' trib. area 'Generafnl rmation Steel'Section : W30X173 Center Span Left Cant. Right Cant Lu : Unbraced Length — Dtslrlbuted Loma #1 DL Left DL Righ P to nfLoads #1 0.870 0.750 DL LL ST Start Location End Location 60.000 Dead Load 0.360 Live Load Short Term 2nd Floor 'naming 2.83 Building BCAG - Plant 2 - Seattle 60.00 ft 0.00 ft 0.00 ft 0.00 ft #2 #3 LL t$ Left LL Righ #3 2.880 2.880 Location 15.000 22.500 30.000 ummary Using: W30X173 section, Span = 60.00ft, Fy = 50.0ks1 End Fixity m Pinned- Pinned, Lu • 0.00ft, LDF . 1.000 Actual Moment 952,466 k -ft fb : Bending Stress 21.214 ksi ft)/ Fb 0.643 : Shear 67.276 k fv : Shear Stress 3.374 ksi fv /Fv 0.169: '(0983.99'ENERCAL'C • 1iEib�'d L O �N Pinned - Pinned Bm Wt. Added to Loads LL ST Act Together Scope : Steel Beam Design #4 ST lig Left 1.350 ST ® Righ ,. Allowable 1,481.603 k -ft 33.000 ksi 398.764 k 20.000 ksi Title : Building 248 Design Job #98-1420 Dsgnr. MC Oate:11:40AM, 30 MAR 90 Description : Roof framing support ofAHU's • #5 st Load Duration Factor 1.00 Elastic Modulus 29,000.0 ksi kilt k/ft #6 2.880 2.880 0.360 37.500 45.000 52.500 #7 k/ft k/ft k/ft ft ft Start 49.600 ft End 60.000 ft Max. Deflection -2.581 in Length /OL Deft 443.9: 1 Length /(DL +LL Deft) 279.0: 1 Page 1I k k k ft Beam OK 1 CITY OF TUKWILA NOV 2 9 1999 PERMIT CENTER 46/3 c:trny 8ocusneritslbbelh'g ptarit 7 � aNT d � SI&NH iz 15 6 6bZ •Ic'110N • RIM 710001 Description G1: Low Roof Girder Beaneath AHU 04 / 60' span / 30' trib. area orce ress ummary <c-- These are Dead + Live Load placed as noted —>> DL LL .' : LL +ST LL LL +ST Maximum Only Cad Center' an. Center 0 Cants t Cants Max. M + 1,142.37k -ft 792.70 1,142.37 k -ft Max. M - -0.01 k -ft Max. M @ Left k -ft Max. M @ Right k -ft Shear @ Left 67.74 k 44.84 67.74 k Shear @ Right 77.83k 48.71 77,83 k Center Dell. Left Cant Dell Right Cant Del ...Query Dell § Reaction @ Left 67.74 44.84 67,74 67.74 k Reaction @ Rt 77.83 48.71 77.83 77,83 k Fa calc'd per 1.5 -1, K "Ur < Cc &Fallon rope es T P rt VV 2nd Floor Framing 2 -83 Building BCAG - Plant 2 - Seattle Title : Building 2 - Cosign Job # 98 -1420 Dsgnr: NJC Date: 11:40AM, 30 MAR 99 Description : Roof framing support of AMU's scope: Steel Beam Design - 3.077 in -2.118 -3,077 -3.077 0.000 0.000 in 0,000 in 0,000 0.000 0.000 0.000 0.000 in 0.000 in 0.000 0.000 0.000 0,000 0,000 In 0.000 ft 0.000 0.000 0.000 0.000 0.000 in 7x3 0 opt 30.440 in r'e g 17 .55 #/ft r -xx - 77.776"7 --I Width 14.985 in I -xx 8,200.00 In4 r -yy 3.431 In Web Thick 0.655 In 'I -yy , 598.00 in4 Rt 3.940 In Flange Thickness 1,065 In S -xx 538.765 in3 Area 50.80In2 S -yy 79,813 in3 Pige 2 II 1 RECVED CITY OF TOK1i /LA NOV. 2 9 1999 PERMIT CENTER etsls (6)1983.56 ENERCACC' " "' "' " 'c:lrny docurtieiifslboeirig p a t ��an x�:�::��r: °..v,�, .+1 "� c rii ^'g mc.� •.a ) •nti OfJI di1Q'JD SI21idNH 0310 0 IF1NL0:Zti 66b1 t�'(10N Description G1: Low Roof Girder Beaneath AHU 04 / 60' span / 30' trlb. area General InformatiOn Steel Section : W30X173 Center Span Left Cant. Right Cant Lu : Unbraced Length fistributedtrialfs # 1 0.870 0.750 DL LL ST Start Location End Location 60.000 Thrii #1 DL @ Left DL RIgh Point Loads 2nd Floor Framing 2-83 Building BCAG - Plant 2. Seattle 60.00 ft 0.00 ft 0.00 if 0.00 ft # 2 #3 LL ;a Left LL t Righ Steel Beam Design Pinned-Pinned Bm Wt. Added to Loads LL & ST Act Together Dead Load 2.240 Live Load Short Term Shear fv : Shear Stress fv / Pv Cars9830 ENERCALC" ' • 6.630 77.828 k 3.903 ksi 0,1964:1 6.630 Location 15.000 22.500 30.000 n ummary Using: W30X173 section, Span 60.00ft, Fy 50.0ksi End Fixity az Pinned-Pinned, Lu 0.0aft, LDF • 1.000 Actual Moment 1,142.366 k-ft fb : Sending Stress 25.444 ksi fb/Fb 0.771 : 1 1.350 #4 Scope : ST g Left ST (§) Righ Allowable 1,481.603 k 33.000 ksi 398.764 k 20.000 ksi Title : Building 2-88 Design Job #98-1420 bsgnr: NJC Date: 11:40AM, 30 MAR 99 Description :Roof framing support OAHU': • # 5 y 50.00ksi • Load Duration Factor 1.00 Elastic Modulus 29,000.0ksi kilt klft # 6 6.630 6.630 37.500 45.000 52.500 2.240 # 7 k/ft k/ft k/ft ft ft Start 49.600 ft End 60.000 ft Page 1 1 1 1 k k ft Beam OK Max. Deflection -3.077 in Length/OL. Den 340.0 :1 Length/(0L+LL Defl) 234.0 : 1 RECEIVED CITY OF TUKYVtLA NOV 2 9 1999 PERMIT CENTER 4 4 / r7 C1 - 1 : 1'6g6 . 3100 4 . 0j.B . : t TIFE)66T T2 *A01‘1"-- tooK atom 2nd Fleocr raming . 2.83 Building BCAG.- Plant 2 - Seattle Scope: Steel Design Description M3: Low Roof Beam Beaneath AHU 04130' span 17'-6" trib. area ec on ropertiesr119f6X26 Title ; Building 2 - 88 Design Job # 98 -1420 Dignr; NJC Date: 11:40AM, 30 MAR 99 Description : Roof framing support of AMU's Dept 15.690 In '' e 1 g 2•.09 # r -xx 642. in Width 5.500 in I -xx 301.00 in4 r - 1.117 in Web Thick 0.250 in l - yy 9.59 In4 Rt 1.360 in Flange Thickness 0.345 in 5 - xx 38.368 in3 Area 7.68 In2 S -yy 3.487 In3 Page 2 CITY of TUIKW$L A NOV 2 9 1999 PERMIT CENTER 14108348 " . c;ltiijr docomopt Islkioel�gplaiif2:'' �a�� - -�� - "��"• lf41:P UU, • V5-6661 AO 0E. , © .�� N aNI 'dI102i9 SI2121bH Wt+..O'tiS 'SZ'AON"w. Description M3: Low Roof Beam Beaneath AHU 04 / 30' span / 7'-6" trib. area enera n ormat on Steel Section Center Span Left Cant, Right Caht Lu : Unbraced Length stri u e' oa DL LL ST Start Location End Location 30.000 Point Loads Dead Load Live Load Short Term Location Summary Using: W16X26 section, Span = 30,00ft, Fy = 50.0ksi End Fixity = Pinned - Pinned, Lu m 0.00ft, LOP 1.000 Actual Moment 78.462 k -ft fb : Bending Stress 24,540 ksi fb / Fb 0,744 :1 Shear 10.251 k fv : Shear Stress 2.613 ksi fv / Fv 0.131: or"F `cep r� ess Summary Max. M + Max. M Max. M @ Left Max. M @ Right s #1 0.090 0.188 ... 2nd Finer l raming ' 2 -83 Building I3CAG - Plant 2 - Seattle 6X26 #1 #2 #3 2.870 4.750 1.880 10,000 20.000 25,000 Maximum 78.46 k -ft • 30.00 ft 0.00 ft 0.00 ft 0.00 ft Shear @ Left 8.37 k 5,55 Shear @ Right 10.25 k 7.43 Center Defl, -1.459 In -1.067 Left Cant Defl 0.000 in 0.000 Right Cant Def 0.000 in 0.000 .,.Query Defl @ 0.000ft • 0.000 Reaction @ Left 8.37 5.55 Reaction @ Rt 10,25 7.43 Fa calc'd per 1,5.1, WL/r < Cc "(dr1983 {98 ENERCAt C . 7171 ; O.J Steel Beam Design y I. st Pinned - Pinned Load Duration Factor 1.00 Bm Wt. Added to Loads Elastic Modulus 29,000.0 ksi LL & ST Act Together J #2 #3 #4 #5 #6 * k/ft k/ft k/ft ft ft #4 Allowable 105.513 k -ft 33.000 ksi 78.450 k 20.000 ksi Title : Building 2-88 Design Job # 98.1420 Dagnr. NJC Date: 11 :40AM, 30 MAR 99 Description : Roof framing support of ANU's Scope: Page 1 # 'ssir∎ # k k k ft «-- These columns are Dead + Live Load placed as noted -» DL LL . LL+ST LL LL +ST Only (5 Center Center (cD_ Cants 0 Cants_ 59.08 78.46 k -ft k -ft k -ft k -ft 8.37 k 10.25 k -1.459 -1.459 0.000 0.000 in 0.000 0.000 0.000 0.000 in 0.000 0.000 0.000 0,000 in 0.000 0,000 0.000 0.000 in 8.37 8.37 k 10.25 10.25 k Beam OK Max, Deflection -1.459 in Length /DL Defl 337.4 : 1 Length/(DL +LL Defl) 246.7 : 1 CITY OF TUKWILA NOV 2 9 1999 PERMIT CENTER •m` docUments�boeTn iifaiit'2'� ". i � 3 c:\Friy 9 p D NI dflQJ9 SI21'JdH Wt�e -0 : T TI5 -.666 ZS t10N' ' 1111 *wt 1110001 2nd Moor Framing Nike Building 2-88 D•slgtl Job $ 98 -1420 2.63 Building ' • '�„ Osenc NJO •, • Dete:11;40AM, 30 MAR 89 BCAG ;Plant 2 = Seattle D•sc dptlon : Roof framing support of AHD's Scope: Steel Beam Design Description M21 Low Roof Beam Beaneath AHU 04 / 30' span / 7'-6" trib. area 'Section Properties W14X Dept 13, In e g , 22. #/ft r -xx 5.537 In Width 5.000 in I -xx 199.00 In4 r -yy 1.039 in Web Thick 0.230 in I -yy .; 7.00 in4 Rt 1.250 In Flange Thickness 0.335 in S -xx • .' 28.967 in3 Area 6.49 in2 S -y• 2.800 1n3 NOV 2 9 1999 PERMIT CENTER TO �N�R .. ...,._._ .... —� � a� -•�• r ••r-+- � I �� CALtr "o:1my documenlalboel'ng plan '•�NI `df1b -Z d SI�f21dH TITS :666T ' T2'A0N' r2 • 2.2. "ON Page 2 A RECEIVED CITY OF TUKWILA I1N 510001 Description M2: Low Roof Beam Beaneath AHU 04 / 30' span 17' - trib. area General on Steel Section : W14X22 Center Span Left Cant. Right Cant Lu : Unbraced Lehgth strr ute o DL LL ST Start Location End Location Dead Load Live Load Short Term Location Sum #1 0.090 0.186 30.000 2nd Floorl=r'aming 2 -83 Building 13CAG - Plant 2 - Seattle 30.00 ft 0.00 ft 0.00 ft 0.00 ft #2 #3 1.300 0.360 10.000 20.000 25.000 Using: W14X22 section, Span = 30.00ft, Fy = 50.0ksI End Fixity = Finned- Pinned, Lu 0.00ft, LOF ■ 1,000 Actual Moment 44.773 k -ft fb : pending Stress 18.548 ksi fb /1=b 0.562 :1 Shear fv : Shear Stress fv /Fv F Stress Summary Max. M + Max. M - Max. M @ Left Max, M Right Shear @ Left Shear © Right Maximum 44.77 k -ft Reaction Left 5.33 Reaction @ Rt 6,27 Fa calc'd per 1.5-1, K'Ur < Cc 6.271 k 1.984 ksi 0.099 :1 5.33 k 2.51 6.27 k 3.45 Center Dell. -1.262 in -0.669 Left Cant Dell 0.000 in 0.000 Right Cant Def 0.000 In 0,000 ...Query Deft © 0.000 ft 0,000 <<- These columns are Dead + Live Load placed as noted -» DL LL LL +ST LL LL +ST Only @?.Center 0 Center (a? Cants 0 Cants 24.24 44.77 k -ft k .'ft k -ft k -ft 5,33 k 6.27 k 2.51 3.45 Pinned - Pinned Bm Wt. Added to Loads LL & ST Act Together Steel Beam Design 0.940 • Title : Building 2-88 Design • . ,.:. , Job re 98 -1420 • , oagnr. NJC ' . ' Data: 11 :40AM, 30 MAR g9 • ' beecrlptlon :Roof framing support of AilU's Scop• : #4 #5 Allowable 79.658 k -ft 33.000 ksi 83,204 k 20.000 ksi -1.262 -1.262 0.000 0.000 0.000 0.000 0,000 • . 0.000 5.33 5.33 6.27 6.27 y Load Duration Factor 1.00 Elastic Modulus 29;000,0ksi 0.000 0.000 0.000 0.000 #6 SI 0.000 In 0.000 in 0.000 in 0.000 in #7 k/ft k/ft k/ft ft ft k k k ft Page 1 Beam OK Max. Deflection -1.262 in Length /DL Defl 538.0 :1 Length /(DL +LL Deft) 285.2 : 1 RECEIVED CITY OF TUKWILA NOV 2 9 '1999 k PERMIT CENTER .4 a /3 c 1983 =98 ENERCALC_' . ..... - "' '.. . - 'o:1m `aocumentslboef p1anF2 � 'da :r.:r �� � - • - �•r�Q03100 - 15� T = " LION f) 20 011 y 5NI `rci10219 SIJ2it�H 'idt:i9©?tT E6 T ENO,OOI.�.A7 7; = (344 93F IL) - 9* j b - 2z3C p * PL7e,bt PO D - a4. ?S`'G . M2. ca /LS pz, - (2F73 -i /5 10) 4 - /'75 • = ( 2.3 �w 6-4v. Y P G7r�,t1 p_7 fC�'r - � ` i.. ica. /c I Ti ra T Chic' /is < ei) ` �cr 42vir• yfi r ref7c air --d D.: (, yl iray h, /1 ('4L ' /yo s Geed. ; �v�.,.. /_ �! Geed. 6 ,4 'It z� /e PG f l ";i4; )c0 Zar:4).v. " r.L. o %sue L..1, d , • . /16-67x7;3' GIf 3c, x / ? of tb j' = 26'73 I — 'r d / 4re/Z /�c�. /G rode (rrlc a .1j 4i-' 4 HAI PS t'Sit =! W}d,e/ le— TITLE: FR ) C .5 P : OF 4 H G'3' LO AD rF PROJECT: II0a- 2-VI 'DCSI Cvn) 'c:Ac , .vr p m: 'c, • n►.I Y • '�rC DATE y .'C>• r DATE RECEIVED CITY OF TUKWILA PERMIT CENTER/ PROJECT NO. / /2C REV. * NI 'dflOa9 Sl&kJH . 14090: TT 6662 • TVAON G� ENG,001.1.97 0E /TE'd LEO'ON 74 ..%/? r) . 7 a .11 ..! SP CIV--- ' vsE w (u 0 w 6 Y...1 J CAI nii v kriv It j - r/z4 /0 6 FR4,7//.v c� t4_ = 12 1 ,s((7.. ') l,,s == 5 t) rf(7.5'' ) tJ7r741_a 9c , r !ir - r = z (75)(5 ? % r. Ar7s'1(5)(ico - 93? l� "'�• - 'Eire ere; ('' (i7c hie-kW) g- 4. 7rl<i /:/r'J' 05C V 5'v ko 1 }326 413 .Sage , s 6)d e p&" P • 75(3 €3 6 = 2 3 ?A. = 7.5 ')<ao,r0 = /T 7 5 11- USE ✓/tr 'e2 CI-f Cry C: r� p� 74 Tr. 177, T;'' P I • a 1 4 44 3cya 34 ' , C. (35 p S 1 c►)� = e !C r$ r 24 p ) ) 3O / TITLE: /- ;:;i/.I // VC • '`?;1 'Al 4".' L rG` c T'CC'F PROJECT: L2:$ G. 2 - r 1:)5:77 4.) gCFlec - L.A 2. - S"c 1 I, 7'iC 1' CF /g e /,cl 4 ' `c111085 SINelt+H RECMVED CITY F TUKWILA NOV 2 9 1999 PERMIT CENTERA PROJECT NO. 94'- /V.: REV. E WI90:IT 666I'TE'AON r H H ENG.00E /02 d 22o* ON I 7' -Cc' • CI G2 n m 4 v nl �r•Gri.C.G' 'DI 4wye t CGC/ /D,•7 64447e, e l d S Ago C.104 - (2 WC Ib) 7 ' 3 F ,L-f' zC 2( t o L ora.1...- = 7 131-7r S /( co/U617)V/nl 4L- FX44'/VC '� -- /-_ /tea '' C'.Cr6(c.• k:t,. _ V ks L S M r gJ.;- 1(Lritt.) /5y' Ft, 3 fY:Oi p 7;y AZx); 5; r S .5'G ,r7 3 .7 ' /6•y /%/ TITLE: f & 4,/, ; a rnc: /' r' C,IP A H c.' r Lena ,.C1CF PROJECT: le 1 DATE 8Y `/� DATE /'7° 30."01 7) 'ONI 'df1085 SIN8UH 'Wd90:TT /.J= 23 K- RECEIVED CITY OF TUKWILA v NV 2 9 1999 PERMITCEN R PROJECT NO. REV. Fffl OF 6661•12'AON` M4 MOM Description `6efiec onff s I : Transformed Before 75 % Curing Construction Loads Only After 75% Curing Total Uncured Deflection Composite Deflection - React ons oad ombinations... Dead + Constuction Composite Max bL+ L --Analysis Values G2: Low Roof Girder North of AHU 03 / 55' Span / 30' trib. width Maximum Moments Dead Load Alone Dead + Const Live Load Only Dead + Live Support Shears Shear @ Left 111,32 k Shear @ Right 113.32 k Section Propertris Section Name Depth Width Flange Thick Web Thick Area Weight I -steel S steel : top S steel : bottom 2nd Floor naming 2-83 Building BCAG - Plant 2 - Seattle W36X194 36.490 In 12.115 In 1.260 in 0.765 in 57.000 in2 193.612 #/ft 12,100.00 1n4 663.20 1n3 663,20 in3 Scope : Composite Steel Beam 20,405.42 in4 Shored 0.585 in (after shores removed) 0.000 in 0.865 in 0.585 in L11127,3 1.451 in L / 454.9 636.62 k -ft 636.62 k -ft 946.34 k -ft 1,582.96 k -ft (a. Left • 46.30 k 65.02 k 111.32 k Fb : Allow n : Strength n : Deflection lxx : Steel Section I transformed Strains : top Sirens : bot Strans : eff @ bot n"Strans : Ef @ top X -X Axis from Bot Vh @ 100% Title : Building 2.88 Design Job # 96 -1420 Degnr: NJC Date: 9 :27AM, 30 MAR 99 Description : Roof framing support of AHD's I :E 33.00 psi 8.04 7,96 Co, Right 46.30 k 67.02 k 113.32 k 12,100.00 in4 20,34620 in4 1,332.41 in3 806.751n3 806.75 in3 10,718.4 in3 25,221n 397.38 k active 20,405.42in4 Unshored 0.987In 0.000 in 0.865In 0.987 In L / 668.4 1.852 in L / 356.4 Effective Flange Width... Based on Beam Span 9.875 ft Based on Beam Spacing 15.000ft; Effective Width 6.875ft Page 2 1 CITY OF RECEIVED NOV 2 9 1999 PERMIT C €N (0) -98 ENERCALC c my docufiiintslboeing plant G .3 J^ f i� �...�'" ...�^ "" ns ,�.r •.a �,a •nil aNI df1QJ9 IaIdHP : ti i • i� •n��N' , . 2nd Floor Framing 2 -83 Building OCAG - Plant 2 - Seattle Description G2: Low Roof Girder North of AHU 03 / 55' Span / 30' trib. width esign rip` ut Section Name Beam Span Beam Spacing W36X194 55.000 ft 30.000 ft Slab Thickness 4.000 in Deck Rib Height 2.000 in Rib Spacing 12.000 in Rib Width 5.000 In Rib Orientation Parallel Beam Location Slab One Side ,- I)eeadl Coads (applied before 75% curing) Full Span Unitorm Loads,.. # 1 1.490 k/ft 1V0 oa s ( applied after 75% curing) Full Span #1 #2 #3 #4 summary Using: W36X194, Span = 55.00ft, Slab Thickness = 4.000In, Deck Stress Checks for Shored & Unshored Cases.., @ Bottom of Beam Unshored DL Stress Actual Shear Stress Unshored Stress Check.... (Mdt/Ss + M1I/Strans) Actual = 25,595.4 psi (Mdl + MID f Strans(top) Actual = 1,059.5 psi Alternate Unshored Stress Check : (Mdl + MII) / Sc Shored Concrete Stress Check....(Mdl MII) / ( Strans(top' n) StriearMuds &`S fiea'r ansfe�'_.........._. • _ . __ • Actual # Studs nlform Leads 2.110 k/ft k/ft k/ft k/ft Total req'd 1/2 Span Zone 1 from Zone 2 from Zone 3 from Zone 4 from Zone 5 from Zone 6 from • (cy1s83- 98'ENERCAL ..... ,..... _. BEST 'd 220'OH Actual = Actual = Actual = 0 per 1/2 beam span Stud Capacity 30stud Vh @ 100 Scope : Composite Steel Beam 23,545.6 psi 11,519.1 psi 4,059.6 psi Title : Building 2 -88 Design Job it 90-1420 Dsgnr: NJC Date: 9:27AM, 30 MAR 99 Description : Roof framing support of AHD's OK Rib Ht= 2.00in, Rib Spec= 12.00In, 13.30 k 397.38k Point Loa ds;,, #1 #2 #3 #4 #5 #6 0,000 ft to 9.167 ft Use 10 studs 9.167 ft to 18.33311 Use 11 studs 18.333 ft to 27.500 ft Use 9 studs 27.500 ft to 36.667 ft Use 9 studs 36.667 ft to 45.833 ft Use 11 studs 45.833 ft to 55,000ft Use 10 stUds Py 1'c Concrete Density Stud Diameter Stud Height Beam Weight Added Internally Using Full Composite Action Elastic Modulus 29,000.00 ksi k Point Loads,,. # 1 1,600 k 3.200 k 3,200 k 3.200 k 3.200 k 1.600 k 50.00 ksi 4,000,00 psi 145,00 pcf 0.7501n 3.000 in Allowable = 33,333.0 psi OK Allowable = 33,333.0 psi OK Allowable = 20,000.0 psi OK Allowable = 45,000,0 psi OK Allowable = 1,800.0 psi OK 28,642.4 38,000.0 psi 1,772.2 1,800.0 psi V'h : min Vh : Used ft 13.750 ft 20.625 ft 27.500 ft 34.375 ft 41.250 ft 48.125 ft Shored & Unshored Rib Width- 5.00in wl SIa 397.38 k 397.38 k RECEIVED CITY OF TUKWILA NOV 2 9 1999 PERMI '�E�TC, ' c:Irny tlocumentsltiogi g' piari':\ "INI ` SI mlclNH3Too tJNS0 : T T s., • TZ � ' ^ A0 3 H• - ec t on ro pe es WM Depth 33.090 in weight 130.09 #/ ft Width 11.510 In I -xx 6,710.00 in4 Web Thick 0.580 in I -yy 21E1.00 In4 Flange Thickness 0.855 in S -xx 405.561 Ina Area 38.30 In2 S -yy 37.860 1n3 '()'1983.98 ENFRCAcc;„ .n,i • 2nd Floor Framing • 2 -83 Building BCAG - Plant 2 - Seattle ' - Steel Beam Design Title : Building 2 -88 Design Job # 98 -1420 Dsgnr: NJC Date: 9 :27AM, 30 MAR 99 Description : Roof framing support of AHD's Scope: ( arc „aao1 Description G1: Low Roof Girder South of AHU 03 / 55' span / 30' -O" trib. area r -40C 13.236 in r 2.386 In Rt 2,880 in Page 2 c:ln+y docurrroritel6veing plant 2 3 j C1110'5 SI2121t1H) 1oo,WNS0 : Tit's -666T ' tc ' A0N , -. r, f i !W. siaool -` yen ®ra n ormation Stee Section : W33X 30 Center Span 55.00 ft Left Cant, ' 0.00 ft Right Cant 0.00 ft Lu : Unbraced Length 0.00 ft `157;t`liuted Loads DL LL ST Start Location End Location Dead Load Live Load Short Term Location summary Using: W33X130 section, Span = 55.00ft, Fyn 50,0ksi End Fixity a Pinned- Pinned, Lu = 0,00ft, LDF = 1,000 Actual Moment 969.891 k -ft fb : Bending Stress 28.698 ksi fb / Pb 0.870: 1 Shear 66.803 k fv : Shear Stress 3 4431 ksi fv i Fv 0.174: 1 - Forced - S r�ess Summary Max. M + Max. M Max. M @ Left Max. M @ Right Shear @ Left Shear @ Right Center Defl. Left Cant Defl Flight Cant Def ...Query Defl @ Reaction @ Left Reaction @ Rt #1 0,870 0.750 55.000 2nd Floor Framing • 2-83 Building 13CAG - Plant 2 - Seattle 1.600 3.200 3,200 1.720 3.440 3.440 13.750 20.625 27.500 1- Maximum 969.89 k -ft Fa calc'd per 1.5.1, KEL/r < Cc '(c)1983=90 ENERCACC nc .•r T ' J ) '( ',i4J #2 # 62.65 k 34.50 66.80 k 36.50 -2.678 in -1,456 0.000 in 0,000 0.000 in 0.000 0.000 ft 0.000 62.65 34.50 66.80 36,50 34.375 Title : Building 288 Design Job # 98 -1420 Osgnr: NJC Date: 9:27AM, 30 MAR 99 Description : Roof framing support of AHU's Scope : Steel Beam Design Description G 1: Low Roof Girder South of AHU 03 / 55' span / 30' -0" trib. area Pinned - Pinned Bm Wt. Added to Loads LL & ST Act Together 3.200 3.440 Allowable 1,115.291 k -ft 33.000 ksi 383.844 k 20.000 ksi 62.65 62.65 66.80 66.80 3.200 3.440 41,250 ry 50.00 ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0kst #4 #5 #6 #7 k/ft k/ft k/ft ft ft 1 .600 1.720 48.125 Page 1 k k k ft Beam OK Max. Deflection -2.678 in Length /DL Deft 453.2: 1 Length /(DL +LL Defl) 246.5: 1 « -- These columns are Dead + Live Load placed as noted - DL LL LL +ST LL LL +ST _Only (5 Center (6. Center (M Cants (ED Cants 526.66 969.89 k -ft k -ft k -ft k -ft 62.65 k 66,80 k - 2.678 -2.678 0.000 0.000 In 0.000 0.000 0.000 0.000 in 0.000 0.000 0,000 0.000 in 0.000 0.000 0.000 0.000 in RECEIVED CITY OF TUKWILA NOV 2 9 1999 k k PERMIT CENTER c:tmy doaumeritsU6,5eirig plarit'2`P 5NI' `df10 cRidH' .iyS0: T Tf5 =b66I • I ' AGM' • nevi 510001 Description orce tress umrnary Max. M + Max. M - Max. M @ Left Max. M L Right Shear @ Left Shear @ Right Center deft. Left Cant Defi Right Cant Def ...Query Defl @ Reaction @ Left 9.12 5.50 Reaction a@ Rt 10.33 7.62 Fa calc'd per 1,6.1, K "L/r < Cc action rope es X2U -' beptn 15,• In Width 5.500 In Web Thick 0.250 in Flange Thickness 0.345 in Area 7.68 ih2 (41963=96 ENERCAI'C" ' CIP ;Z'. -I 20'O1 2nd Floor Framing 2.83 Building BCAG - Plant 2 - Seattle M3; Low Roof Beam Beaneath AHU 03 / 30' span / 6' -10.5" trib. area e<-- These columns are Dead + Live Load placed as noted --» DL LL LL +ST LL LL +ST Only , Cen (a7 Center - C,Cants @, Cants 50.55 70.44 k -ft k -ft k -ft k -ft 9.12k 5.50 9.12 k 10.33 k 7,62 10.33 k Maximum . ' 70.44 k -ft -1.363 In 0.000 In 0.000 in -0.960 0.000 0.000 0.000 ft 0.000 Steel Beam Design eig I -xx I -yy S -xx S -yy xrw;<<:txM•tyr.rvnw*'e r, x m, x+n va... a +.xw.v +� ..- ........... -1.363 0.000 0.000 (i Tltl.: Building 2-88 Design Job it 98 - 1420 Dsgnr WC Date: 9:27AM, 30 MAR 99 Dascrlpuon I Roof framing support of Al-ill's Scope: ANEW -1.363 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0 9.12 9.12 10.33 10,33 0.000 in 0.000 in 0.000 in 0.000 in k k T 26.09 #/ 301.00 in4 9.59 in4 38.368 in3 3.487 in3 r -xx r -yy Rt r 6.260 In 1.117 In 1.360 In 1 RECEIVED CITY OF TUKWILA NOV 2 9 199 PERMIT CENTER 5411 r+ "' " a:1my d ocumentalboilii p13ni 2`t'jNi df10bFSI88dH ,1US0 : TTf5%.6661 ' Tc AON` Mww 074001 Description `Genera nformation Steel Section : W16X26 Center Span Left Cant. Right Cant Lu : Unbraced Length Distributed "IIININrom■ir #1 DL 0.083 LL 0.172 ST Start Location End Location 30.000 Trapezoidal Loads #1 DL © Left DL Righ alnt oa s Dead Load Live Load Short Term Location I summary Using: W16X28 section, Span End Fixity = Pinned- Plnned, Lu Moment fb : Bending Stress fb / Fb Shear fv : Shear Stress fv I Fv (x)198348 ENERCALC " r1P / r, t ' .-I A20'01.1 h 2nd Floor rairning 2.83 Building ' BCAG - Plant 2 - Seattle 30.00 ft 0.00 ft 0.00 ft 0.00 ft #2 #3 LL Loft LL (1g Righ 3.200 4.920 8,250 21.750 10.333 k 2.634 ksl 0.132: 1 1.720 26.750 # .Y.i SY•'I Steel Beam Design Pinned - Pinned Bm Wt. Added to Loads LL & ST Act Together #4 0.227 ST (81 Left ST rta Righ 30.00ft, Fy = 50.0k51 0.00ft, LDF - 1,000 ' Actual . Allowable 70.444 k -ft 105.513 k -ft 22.032 ksi 33,000 ksl 0.668 71 78.450 k 20.000 ksi Title : Building 2-88 Design ••, , :Job # 98.1420 • Dagnr. NJC Data: • 9 :27AM, • 3p MAR 99 Description :Roof framing support OfAHU's • • • • scope: Ammer M3: Low Roof Beam Beaneath AHU 03 / 30' span / 6' - 10.5 "' trib, area #5 t-y • , Load D uration Factor 1.00 Elastic Modulus 29,000.0 ksl k/ft k/ft #6 #7 k/ft k/ft k/ft ft ft Start ft End 10.400 ft k k ft Beam OK Max. Deflection -1.363 in Length /DL Defl 374.8 :1 Length/(DL +LL Defl) 264.2: 1 Page 1 Ammi I ' RECEIVED CITY OF TUKWILA NOV 2 9 1999 PERMIT CENTER 63 /3 • •• Ar•iii'aocunirravo�nf plant 2t': ` SI�Ibt+H 3''1'00714Nt%0 : T T'S-3366T ' Ta' AON DNI df10�9 PlimMOM force ress ummary Reaction @ Left Reaction @ Fit Fa calc'd per 1.5 -1, K'L/r < Cc action rope es Ii "(e) 1983 98'EIJERCALC' ' ' "' " nc /c. T •.-I : oA'OwJ ....- ..,,,_.. »....... ,. no-GioNF�.?+: Ix;.? h35tus! i' �;:.•.,; G` �: F.f:7�' +t`:9%'LY.3!t��x6�:nzrn: <rrm. >c 2nd Floor F'raming 243 Building BCAG - Plant 2 - Seattle Scope: Steel Beam Design Max, M - Max. M @ Left Max. M @ Right Shear @ Left 7.19 k 3.57 7.19 Shear @ Right 7.34 k 4.63 7.34 Title ; Building 2-88 Deeign Job # 98 -1420 Dagnr: NJc Date: 9 :27AM, 30 MAR 99 Description :Roof framing support of AHti's Description M2: Low Roof Beam Beaneath AHU 03 / 30' span / 3' - 5.25" bib. area «— These columns are Dead 4. Live Load placed as noted -- DL LL LL +ST LL LL +ST Maximum Only fi? Center Center at Cants , (cfl Cants Max. M + 51.88 k-ft 30.92 51.88 k -ft 7.19 3.57 7.19 7.19 k 7.34 4.63 7.34 7.34 k k -ft k -ft k -ft k k Center Den. -0.996 in -0.594 -0.996 -0.996 0.000 . 0.000 in Left Cant Defl 0,000in 0.000 0,000 0.000 0.000 0.000 in Right Cant Def 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Defl @ 0.000ft 0.000 0.000 0.000 0.000 0.000 in Page 2 epth 15.690 in " eig 26.09 #/ft r -xx 6.2601n Width 5.500 In I -xx 301.001;14 r -yy 1.117 in Web Thick 0.250 in I -yy 9,59 in4 Rt 1.360 in Flange Thickness 0.345 in S -xx 38.368 in3 Area 7.68 In2 S -yy 3,487 in3 RECEIVED CITY. Of TUKWILA NOV 2 9 1999 PERMIT CENTER 13 \rill; ciirrieritstlioerrip plant�)��NI dll0a� 5I�12id11 WdhO: TT1 -666T' T22'AON— 11 Iv: 0 Generaill orma ion Steel Section : ' 1 16X26 Center Span Left Cant. Right Cant Lu : Unbraced Length 1s ri u ed Loads Summary Shear fv : Shear Stress fv I Fv r C 2nd Floor Framing • 2 -83 Building BCAG - Plant 2 - Seattle Title : Building 2 -88 Design Job *98-1420 Dsgnr: NJC Date: 9:27AM, 30 MAR 99 Description : Roof framing support of AHU's Scope : Steel Beam Design Page 1 Description M2: Low Roof Seam Beaneath AHU 03 / 30' span l 3' - 5.25" trib. area y sr Pinned- Pinned Load Duration Factor 1.00 30.00 ft Bm Wt. Added to Loads Elastic Modulus 29,000.0 ksi 0.00 ft LL & ST Act Together 0.00 ft 0.00 ft #1 #2 #3 #4 #5 # 6 #7 DL 0.083 k/ft LL 0.172 Rift ST k/ft Start Location ft End Location 30,000 ft Trapezoidal Loads #1 DL ig4 Lott LL ® Lett 0.227 ST © Left k/ft Start ft DL © Righ LL (R Righ ST (9g Righ k/ft End 10.400 ft '�oiiifLoads 4 #5 #6 #T Dead Load 1.600 2.460 0,860 k Live Load k Short Term k Location 8.250 21.750 26.750 ft 7,343 k 1.872 ksi 0.094: 1 78.450 k 20.000 ksi 1 Beam OK Using: W16X26 section, Span = 30.00ft, Fy = 50.Oksi End Fixity = Pinned - Pinned, Lu = 0.00ft, LDF =1,000 Actual Allowable Moment 51,880 k -ft 105.513 k -ft Max. Deflectioh -0.996 in fb : Sending Stress 16.226 ksi 33.000 ksi Length/DL Deft 606.0 :1 fb 1 Fb 0.492 : 1 Length /(DL +LL Defl) 361,3 :1 J RECEIVED CITY OF TUKWILA NOV 2 9 1999 PERMIT CENTER 1 c71963- • 98CNERCALC 3'100;NIIt"O: 66T'T 'LION -- ' ( - "' " " 1my'�ocume`rits16od1rig f an �2 CNI dil� elJ SIb2fNHi G I ENG,001.1 riF/tt'd Gf /FG4. C. /r-rz 7 T3 P• 1 '3 Yc TITLE: 44,+/i'. ,• PL.'/.2 l' Cr 4. t) . 40 IV ,Z'c.rr" PROJECT: . , BY, ,� - 134- G.. 2 • r, 'n4 , -i 220'ON X (30') 5•"75')(29 a' 2•5_:d a +• oI W J. c 11: _ 1/ /`/D / ' bf- -011.; EC�'1 P. 71•77•241 (56)0475 )(9 # 25'x¢ )* =! ( 7✓ )(� /c « i�&•87K' J(5 MGa " /y ', c /y (3°.)(4.5'75)(7 -'. •;,'4t 0 a ??. p LT) W - 17 770 lt' _.—t- TC t � Na • r' (n /C rk'C (tile 41�) /••t- ;7r /riA ` I? 1.7 ter., Ae: Alecl4 ( a /( SL. , 5, •P!m !rr - -1) JDG.r 5 414 elLe ye. P = (veyd...ns (-y•.z5prr) }(7D f 1CV 7 "�/o.k',Yfr 4 6 - , sl)y0 27/0 71. X. DOIPr 1=41' (SVUr$1) (No.:•t 7 _ ; 9&•F )L / -+ / 70,J- /(, 0 9//, -r 1 (4 , 7 )(;05 ( , 3/C 1.6 Pr ' 1 (30;x' S7 )L k %-+ 17 KeC7 j lv - t (r, s'75 - Y 1 A5 l/ • 27,Y/0 /l0 � � , /1' /;%;/ a/( 7...4.,5/ r bp frr ;1S' UI)Gs• 3NI `d1lO89 SI J&iH DATE DATE RECEIVED CITY OF TUKWIIA NOV 2 9 1999 PERMIT CENTER / PROJECT NO. /r % REV. `emu' OF 5 W PO:Tti 666ti'j NOV.21.1999 11 :04RM HARRIS GROUP, INC. 2 d0 d 'Ad Z /, i -S4 'ON lo3row N31•301.11Anad 6661 LION V l IM)I n 1 do A110 03nl303a L z z ,• . e 3140 D � / 0/ 31e0 AS AS ,ems• '7 � u' /''V = Z oZL. r ( s - X j St'ti (9a '•) brae mob) s, - .'.2 • -i ' ''-ale :103roud � id iS 'J 4 Y / :31111 "Q, /)(,.51 •6>(• 9 1 o7E ( #4.9//654.171;X,)r I l 0,7•1/ = • (f7 t/ 5 6 /1)(, 5 3•'1)? = ci '4 :g as 1 '1 1 Z4, .. (J3(104,4-4449 = 1 }�d SSZ 2 Li -I r cr. - .0/ (..( 9) " n f1 •d, A• .1 I3I;Ai- �7 1 6f�/y A o Q ' 0,4 . -,s- E - (: 5 ) • ' LB' V ►oo•np3 ZW • r NJ TlY P A 1.) i - -- N t - E H' ' I - - M TYA i A M i a �_ • - - M t Ass /J / c ENO.001.1.97 C .•cz. I 1 7 •1'1!J 6.1 • CzZ 61Mech, z 57'6. F75' ) lzp rf (7,1)(/34 - ?, zs ) 2,5 psi (i)05' f Z S') c:Pilc S C cs' is /z " • £ Z is 4,4.5- (r.'6hvee, 4 %i mil iQ. /2/ /.t ,l, / 1 765 ,J 47 /3 / 1 4(i . .27Z. Zi rellj, Area. z5) = 6•5 11.2 ? fr icf ' 64 i- o7-4L_ � CNC,'1'UD!,IJAL FRAM /d2 4 1,.,.x, ' (4 ) — 5 72 n, .., s � 4-Qia c-F b ,,, • L.. ()pc /- d tr I '/4"de'rw4. (� • TITLE: frog/Wit/6i 5 "gr D 1` 4 A c) 1 X04 kcr. PROJECT: ay:// Pe-T)Cm. 2 5 DE51 co) 1 ) - T L, rt ,� ! t - i t r !�`+•�r/ 771_4 r6 ef" = 55 y P -- . 960,4 4( V DATE •2a• 9r DATE 4 x•11,' • a� LI) AZ RECEIVED CITY OF TUKWILA NOV 2 9 1999 PERMIT CENTER PROJECT NO. /O • / '(zo REV. P4 T OF 'ONI 'dnoao SI'd H • WtiEO:TI 666T12'AON Description High Roof Seam / 55' span / 7.5' trlb. width / with 15,000* mech AHUC/ 5' wide maintenence platform / and snow drift Force & Stress Summary Max. M + Max. M - Max. M Left Max. M @ Right Shear c Left Shear @ Right Center Deti. -2.7741n -1.550 Left Cant Defl 0.000 In 0,000 Right Cant Def 0.000In 0.000 ...Query Dell © 0,000ft 0.000 Reaction CO Left 29.35 Reaction Q Rt 20.61 Fa calc'd per 1.5.2, K Lir > Cc Section Properties W27X94 Depth Width Web Thick Flange Thickness Area (C) 1903-9e ENERCALC 11I="-•:,'. -I 220'0H C- Harris Group, Inc. 1000 Donny Way Seattle, WA 96109 -6338 (206) 494 -9400 fax: (206) 494 -9500 Maximum 422.97 k -ft 29.35 k 16,45 20,61 k 11,25 26.920 in 9.990 In 0.490 In 0.745 In 27.70 412 <— These columns are Dead + Live Load placed as noted —.'> DL LL LL +ST LL LL+ST oniv tt/t Center (0 Center a Cants (at Cants 236.76 422.97 k ft 16.45 11.25 Steel Beam Design' Weight 1 -)oc I -yy S-xx S - yy - 0.00 29.35 20.61 -2.774 0.000 0,000 0.000 Title : Boeing, Plant 2, 2 Building Job f 9610420 Dsgnr: TAL Date: B :3BPM, 19 MAR 99 Description: wypl Scope 28.35 16.45 20.61 11.25 -1.550 0.000 0.000 0,000 0.000 0.000 0.000 0.000 94.09 #/ft 3,270.00 1n4 124.00 in4 242.942 In3 24.625 Iha r - roc r -yy Rt 0.000 In k -ft k -ft k ft k k 0.000 in 0.000 In 0.000 in k 10.865 In 2.118 In 2.530 In Page j CITY O F TUKWIlA NOV 2 9 '1999 PERMIT CENTER o:1tnelcalc12.08 bWIdln9,ecw:Steel C&ca. KW- 0603100, Ver 5.0.6,15- JuI -19 W ln. 'ONI '&089 SRiitiH NeEO:TT 666T T2 Steel Section : W27X94 Center Span Left Cant. Right Cant Lu : Unbraced Length [Distributed Loads DL LL ST Start Location End Location #2 DL la Lett DL Righ Point Loads Summary (c) 1993-98 EN�RCALC #1 0.225 0.188 i Inc ! • .a ! 7211 Harris Group, Inc. 1000 Denny Way Seattle, WA 98109.5338 (206) 494 -9400 fax: (206) 494 -9500 Pinned - Pinned Scope: Steel Beam Design Description High Roof Beam / 55' span / 7.5' trib. width / with 15,000# mech AHU(/ 5' wide maintenance platform / and snow drift O Z 60.00 ft 0.00 ft LL & ST Don't Act Together 0.00 ft 15.00 ft #2 #3 LL a Loft LL 42 Right 0.155 Using: W27X94 section, Span = 60.ODft, Fy • 50.0ka1 End Fixity Pinned•Plnned, Lu • 15.00ft, LDF 1.000 Actual Moment 422.967 k -ft fb : Bending Stress 20,892 ksi fb/Fb 0.834:1 (, ) .. Shear 29.345 k <'f fv ; Shear Stress 2.225 ksi fv l Ft/ 0.111: 1 # Title : Boeing, Plant 2, 2-86 Building Job # 9810420 Dsger: TAL Date: 038PM, 19 MAR 99 Description : witleoltrertaoreotopeogorseuelag.. ST Left ST Righ Allowable 507.393 k -ft 25.062 ksi kii stis Ow -15 263.818 k 20.000 ksi #5 #1 #2 #3 # . # 5 Dead Load 2.500 4.600 4.600 2.500 Live Load 1.800 3.500 3.500 1.800 Short Term Location 5.000 14.340 23.670 33.000 Fy 50.00 ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0ks1 k/tt k/ft # 6 [Trapezoidal Loads 1 #6 #7 k/ft k/ft k/ft ft ft Start 55.200 ft End 60.000 ft #7 k k k ft Page 1 Beam OK Max. Deflection -2.774 in Length /DL Deft 464.4: 1 Length/(DL +LL Defl) 259.6: 1 RECEIVED CITY OF TUKWILA PERMIT CENTER NOV 2 9 1999 ri cAenercalclZ -88 bullding.ecw :steel Caics. KW- 013031 v.r n a 15. ti2 : ^ ^.n ' 3NI `df1021D SI88dH WNE©: T T bbbT Ta AON ItenJIMM Description Max, M + Max. M - Max. M @ Left Max M Right Shear( Left Shear @ Right Center bell. Left Cant Dell Right Cant Def ...Query Deft Depth Width Web Thick Flange Thickness Area (0)1983.98 (: ERCALC i76.7. •a •.-I 220 ON Harris Group, Inc. 1000 Denny Way Seattle, WA 98109 -5338 (206) 494.9400 fax: (206) 494.9600 Maximum 479.12 k -ft Reaction @ Left Reaction r_'• Rt Pa Paled per 1.5 - 2, Mir > Cc 36.49 k 22.00 22.63 k 13.09 -2.570 in -1.545 0.0001n 0.000 0.000 in 0.000 0.000ft 0.000 36.49 22.00 22.63 13.09 29.850 in 10.450 in 0.520 In 0.670 In 29.10 in2 3 u1ri:'! .2 Weight koc I -yy S -xx S -yy m.u■c Title: Boeing, Plant 2, 2-88 Building Job # 0810420 Cagan TAL Date: 6 :39PM, 19 MAR 99 Description Scope: Steel Beam` Design High Roof Beam / 60' span / 7.5' trib. width / with 23,000# mech AHUf/ 5' wide maintenence platform / and snow drift t.� I Force & Stress, summary I «- These columns are Dead + Live Load placed as noted -» DL , LL LL +ST LL LL +ST Only , (al Center j a Center • © Cants © Cants 289.61 479.12 k -ft k-ft k-ft k -ft 36.49 k 22.63 k -2.570 -1.545 0.000 0,000 in 0.000 0,000 0.000 0.000 in 0.000 0.000 0.000 0,000 in 0.000 0.000 0.000 0.000 in 36.49 22.00 k 22.63 13.09 k Section Properties W30X99 98.84 */ft 3,990.00 in4 128.00 in4 269.140 1n3 24.498 1n3 r -xx r -yy Rt 11.710 in 2.097 In 2.570 in Page 2 CITY OF RECEIVED NOV 2.9 1999 PERMIT CENTER �6 Z caenetcalc12.86 buliding.ecw :Stmt Caics. - 0603100, Var 5.0.6, 15.11 tl. new ►Al nag ' ONI `dflOi'IJ SINeltJH NUE@ : T T 666T ' I?, • A01,1' Steel Beam Design Page 1 Description High Roof Beam / 60' span / 7.5' Crib, width / with 23,000# mach AHU / 5' wide maintenance platform / and snow drift kg/ Steel Section : W30X99 Center Span 60.00 ft Left Cant. 0.00 ft LL & ST Don't Act Together Right Cant 0.00 ft Lu : Unbraced Length 15.00 ft Distributed Loads DL LL ST Start Location End Location #1 DL Left DL ttp Sigh #2 DLCD Left DL Sigh # 1 *2 #3 #4 #5 # 6 # 7 Dead Load 3.800 7.000 7,000 3.800 k Live Load 2.000 4.000 4.000 2.000 k Short Term k Location 1.600 12.250 23,000 33.750 ft Point Loads Summary Using: W30X99 section, Span = 60,00ft, Fy - 50.0ksi End Fixity • Pinned- Pihned, Lu = 15.0011 10F = 1.000 Actual Allowable Moment 479,120 k - 567,838 k -ft Max Deflection -2.570 in tb : Sending Stress 21.362 ksi 25.318 ksi LengthlDL Dell 465.9 : 1 •- fb / Fb /0,044:1 ( ��_ 5 A3, d S1ol."lf Length /(DL +LL Dell) 280,2: 1 Shear 36.492 k 4 4 V' 308.360 k fv : Shear Stress 2,367 ksl 20.000 ksi fv /Fv ,✓0.110:1 (c) 19133.90 ENERCALC i -,� _ • a ''c • nu Harris Group, Inc. 1000 Denny Way Seattle, WA 98109 -6338 (208) 494-9400 fax: (206) 494 -9500 Pinned- Pinned Coop.: LL @ Left 0.155 ST Let LL Right ST Cg Sigh LL ft Left ST % Left LL At Right 0.155 ST al Righ C Title : Boeing, Plant 2, 2.88 eulldIng Job # 9810420 Dagnr: TAL Data: 6:39PM, 10 MAR 99 Description Fy 50.00ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0ksi 1 #1 #2 #3 #4 #5 #6 #7 0.225 k/tt 0.188 k/ft k/ft ft ft kilt kilt k/ft k/ft Start it End 4.800 ft Start 55200 ft End 60,000 ft Beam OK City o / NOV 2 9199 PERMIT CENYOR 5 2 c: anercuic12 -88 bui ding.ecw:Stesl Calcs, - 0603100, Var 5.0,6,15 -Jut -bilge. winao • DNI `#(10219 SIdeltIH Wd8©: T T t366T • T:. • AON NOV.21.1999 11:O2AM HARRIS GROUP, INC. d •A9N c)'L7l '0N a a3POl td Tr; (4_f) 13 41 14.- ( w o rr9 7-vv,4 P o istte I. a31N3o 111%12d '6661. 6 ZION V d0 A110 • . a3AI3O3a ,SL'0 =7 a ,• b oy h I ' 4 = '1' a .W..A ,52 V IA! 7 .% .. cox 1J, pL- � s ' r r'7. �5 /24' } 9(''1 )1 eil- Ii .k •14 f h. V 31.0)/ (Pr) 10.9) Vd of 31b0 "1 t,f 3ga c1C'"'CSC 71; ( 1.05, 1 U103POEld 'r . t-st+.V ..1 0 1 0in5` '4-;) ► Iva NO.02 P.4 - R!`' MA ?VA/ .fir Id cu 4 , r L6'1,100'ON3 ENG,001.1.97 • I4 'A 7.7c►•nu r I TITLE: PROJECT: . -& J '.S 13L.Pc 63 h e 0 )/21 ' _" 351 F2.r 1,3 p(_ - . `I'Z 17.5 0( 63. OJK)o‘..) _ Cis T,;I:X: AI') : /31 ,•6Q f pc' AHu �t t , , of TO ASSSOM i r L, - UIS?awl Lore AL0•a4, ell X 44 ei) 2,101) -JAL ive. 7a qY DAB f �i I °►a DATE I • CITY OF TUKWILA NOV 2 9 1999 PERMIT CENTER PAOJ OT NO. REV. P 4 OF 'ONI 'dflOb9 SIhIdIH WIZO:tt 666T TZ'AON NOV.21.1999 11:02AM HARRIS GROUP, INC. 40 39Vd •n3a 0 0 '0N 133road OOZ /E3/6 :Sa iIdX il31N30 ,UWa3d 6661. 6 Z ZION V1IMNn1 do X11.10 03!1130321 31V0 31VQ �o —nM1� .V i0 -n\-Pd ZO. -c y 10- -m-per (NA, A nv,t unJ r nit �Z . :103r0ad rM (‘ I � -�+�► n� � a n4.111 :31111 89 -t `YN41ani oft NO. 027 rn P. 30 LG" CtioO'JN3 Complete Approved WRROUTE.DOC 5/99 fERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M99 -0240 DATE: 11 -29 -99 PROJECT NAME: BOEING 2 -88 XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision . #.. _After Permit Is Issued DEPARTMENTS: ��jj 2-• Bui m Division II Fire Pfev ention II Planning Division A'W' 1 2,-(1-0 _ l2 -116 Public Works Structural Permit Coordinator II DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n Comments: TUES /THURS ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions DUE DATE: 11-30-99 Not Applicable n No further Review Required n DUE DATE 12 -28 -99 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Fire Department Review Control #M99 -0240 (512) Dear Sir: City of Tukwila Fire Department Thomas P. Keefe, Fire Chief December 1, 1999 Re: Boeing Company Building #2 -88 - 8123 East Marginal Way South The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Maintain fire extinguisher coverage throughout. Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall•be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC Standard 10 -1) 2. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when John W. Rants, Mayor L/.....1.......,►...... (`•..al..... AAA A..ih.1.... ['nob Cn.. • n Tu1...iIM Woh/nn#nn Df11RR da Dh.nnn. /0/1 41 M[_AA/ A Cov. /9/1A) f9CAA2t) City of Tukwila Fire Department Page number 2 the door handle is engaged from inside the tenant space. (UFC 1207.3) Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) Combustible material shall not be stored in exits or exit enclosures. (UFC 1103.3.2.3) Thomas P. Keefe, Fire Chief 3. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 4. 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) Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and the Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #1742) John W. Rants, Mayor Unntin..e.r►nrc C►.Nnn. AAA Anrinunr Darle Coot • T„4udh Wnch/nnfnn ORURR • Dhnnn. MA) C74.AAnA • Fnv. /21)A1 C7S114W0 Yours truly, cc: TFD file ncd City of Tukwila Fire Department Page number 3 The Tukwila Fire Prevention Bureau Thomas P. Keefe, Fine Chief Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 5. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 6. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 1111.1) This review limited to .speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. John W. Rants, Mayor Headwaiters Station: 444 Andover Park East • Tukwila. Washin' ton 98188 • Phone_ 1206) 575.4404 • Pay ?OM s7s4410 SY 5 1 It } w b .01 10 WASTE FITTING SYMBOLS wco C VTR El RD © FD ° FS ® FFD —1010 VALVE SYMBOLS ▪ GATE VALVE, OUTSIDE SCREW AND YOKE Ix] GATE VALVE, (NORMALLY OPEN) GATE VALVE, (NORMALLY CLOSED) GATE VALVE WITH HOSE CONNECTION BALL VALVE, (NORMALLY OPEN) BALL VALVE, (NORMALLY CLOSED) BUTTERFLY VALVE GLOBE VALVE, (NORMALLY OPEN) GLOBE VALVE, (NORMALLY CLOSED) ANGLE GLOBE VALVE, PLAN ANGLE GLOBE VALVE, ELEVATION PLUG VALVE /STOP COCK CHECK VALVE 3 WAY VALVE BALANCING VALVE WITHOUT METERING PORTS A 400 1>L11 FUD PIPE FITTING SYMBOLS HB REASON ISSUE FOR 30% SUBMITTAL ISSUE FOR 60% SUBMITTAL ISSUE FOR PERMIT ISSUE FOR 95% SUBMITTAL ISSUE FOR CONSTRUCTION REDUCER, CONCENTRIC REDUCER, ECCENTRIC UNION, SCREWED ELBOW, TURNING DOWN OR AWAY ELBOW, TURNING UP OR TOWARD TEE, OUTLET DOWN OR AWAY TEE, OUTLET UP OR TOWARD CAP, SCREWED OR SOLDER JOINT II BLIND FLANGE PLUG -D CAP, WELDED OR GROOVED ELBOW, 90' TEE CROSS LATERAL WASTE PIPING QUARTER PIPING SYMBOLS BEND SANITARY WYE AND 1/8 BEND ELBOW, 45' FC0 0 'CLEAN OUT, FLOOR CLEAN OUT, WALL VENT THRU ROOF ROOF DRAIN FLOOR DRAIN FLOOR SINK FUNNEL FLOOR DRAIN FUNNEL DRAIN BALANCING VALVE WITH METERING PORTS AUTOMATIC FLOW CONTROL VALVE NUMBER INDICATES GPM FLOAT VALVE NEEDLE VALVE HOSE 91B PRESSURE REDUCING /REGULATING VALVE WITH EXTERNAL PRESSURE TAP PRESSURE REDUCING /REGULATING VALVE SELF CONTAINED --C PRESSURE RELIEF /SAFETY VALVE BY J #98210 -00 HGI /SDF J #982191 - 00 HGI /SDF J #982191 00 HGI /SDF J #982191 -00 HGI /SDF J #982191 -00 HGI /SDF APPROVED /AHU \ 100 I.� l y U 0 DATE 12.2.98 1.29.99 3.17.99 4.5.99 4.23.99 -MAV OD O 0 e MISCELLANEOUS PIPING SYMBOLS SYM VALVE SYMBOLS CONT. MOTOR OPERATED VALVE SOLENOID OPERATED VALVE 3 WAY CONTROL VALVE CONTROL VALVE QUICK OPENING QUICK CLOSING, FUSIBLE LINK VALVE IN RISER EQUIPMENT MARK NUMBER POINT OF CONNECTION AIR VENT, AUTOMATIC (WITH DRAIN) AIR VENT, MANUAL (WITH DRAIN) BACKFLOW PREVENTER COOLING COIL HEATING COIL EXPANSION JOINT FLOWMETER, ORIFICE FLOWMETER, VENTURI PRESSURE GAGE WITH VALVE STRAINER, WE WITH BLOW OFF STRAINER, WYE STRAINER, BASKET STRAINER, DUPLEX TEST PLUG (PETE'S PLUG) TRAP SEAL PRIMER VALVE STEAM TRAP VALVE BOX PIPE GUIDE PIPE SUPPORT HANGER SPRING HANGER PIPE ANCHOR NITROGEN GAS OUTLET, HARD PIPE NITROGEN GAS DROP, HOSE VACUUM OUTLET, HARD PIPE VACUUM DROP, HOSE VACUUM CLEANING OUTLET SIMPLEX AIR DROP, HOSE DUPLEX AIR DROP, HOSE SIMPLEX AIR OUTLET, HARD PIPE DUPLEX AIR OUTLET, HARD PIPE REVISION AIR CONDITIONING, REFRIGERATION AND COOLING SYMBOLS — CHWS — CHWR - - CLWS - - CLWR - - CTFS - - CTFR — — CTWS — — CTWR — — HPWS - - HPWR -- -CLD— RS RL — RHG — — HWS -- -HWR- - STM- - HPS — --- MPS — LPS — HPR — C— PC —CD— — HPC - -MPC'— APPROVED DATE CHILLED WATER SUPPLY CHILLED WATER RETURN COOLING ,WATER SUPPLY COOLING WATER RETURN COOLING TOWER FILTER SUPPLY COOLING TOWER FILTER RETURN DOLING TOWER WATER SUPPLY (FROM COOLING TOWER) DOLING TOWER WATER RETURN (TO COOLING TOWER) HEAT PUMP WATER SUPPLY HEAT PUMP WATER RETURN CLEAR WATER DRAIN (CONDENSATION) REFRIGERANT SUCTION (GAS) REFRIGERANT LIQUID REFRIGERANT HOT GAS HEATING SYMBOLS — LPC CONDENSATE, STEAM (LOW PRESSURE) — BBD BOILER BLOW DOWN BFW BOILER FEED WATER FUEL OIL SYMBOLS — FO FUEL OIL — FOD FUEL OIL DISCHARGE — FOG — FUEL OIL GAUGE — FOS FUEL OIL SUPPLY — FOR — FUEL OIL RETURN — FOV — FUEL OIL VENT — FOF — FUEL OIL FILL LINE PLUMBING AND MISCELLANEOUS SYMBOLS —A— COMPRESSED AIR (100 PSIG NOMINAL) —A300— COMPRESSED AIR (300 PSIG) — A1000— COMPRESSED AIR (1000 PSIG) IA — INSTRUMENT AIR — CF — CHEMICAL FEED F— FIRE LINE (AHEAD OF ALARM VALVE) S— SPRINKLER LINE (DOWNSTREAM OF ALARM VALVE) G — NATURAL GAS £:::I - LPG - LIQUID PETROLEUM GAS 0 2- LI-0 — LN2 — LIQUID NITROGEN — GN2 GASEOUS NITROGEN PIPING IDENTIFICATION SYMBOLS HVAC SYMBOLS CONT. HEATING WATER SUPPLY HEATING WATER RETURN STEAM SUPPLY HIGH PRESSURE STEAM SUPPLY (125 - 250 PSIG) MEDIUM PRESSURE STEAM SUPPLY (15 125 PSIG)' LOW PRESSURE STEAM SUPPLY (0 - 15 PSIG) CONDENSATE RETURN (PRESSURE), STEAM CONDENSATE RETURN (GRAVITY), STEAM CONDENSATE (PUMPED), STEAM CONDENSATE DRAIN CONDENSATE, STEAM (HIGH PRESSURE) CONDENSATE, STEAM (MEDIUM PRESSURE) Z PLUMBING AND MISCELLANEOUS SYMBOLS CONT. — VAC - -CLV- - VPD - -CW- - HW —HWC- - DI — DW — PW — AW —CRV- - CRW — ID IW - -- SAN — — STS - - RWL — V b 240 S IMES PP MINIM AD 0 RR RG ER EG SD SG SR TG SD 12/6 ~ 100'CFM I 12/6 �1�__ 12/6 5 I 100 CFM ® 400 CFM SD 12/12 400 CFM BASIC DUCTWORK SYMBOLS RECTANGULAR DUCT, (FIRST NUMBER INDICATES SIZE FOR SIDE SHOWN) spy VACUUM VACUUM CLEANING VACUUM PUMP DISCHARGE COLD WATER, DOMESTIC HOT WATER, DOMESTIC HOT WATER, CIRCULATING DOMESTIC DEIONIZED WATER DISTILLED WATER PROCESS WATER ACID WASTE CORROSION RESISTANT VENT CORROSION RESISTANT WASTE INDIRECT DRAIN INDUSTRIAL WASTE SANITARY WASTE STORM DRAIN RAIN 'S'4FER LEADER VENT HVAC SYMBOLS ROUND DUCT (NUMBER. INDICATES DIAMETER) SUPPLY AIR DUCT, RECTANGULAR ELBOW TURNING TOWARD SUPPLY AIR DUCT, RECTANGULAR ELBOW TURNING AWAY EXHAUST AIR OR RETURN AIR DUCT RECTANGULAR ELBOW TURNING TOWARD EXHAUST AIR OR RETURN AIR DUCT RECTANGULAR ELBOW TURNING AWAY RECTANGULAR DUCT, SQUARE ELBOW, SHOWN WITH TURNING VANES ROUND DUCT, ELBOW TURNING TOWARD ROUND DUCT, ELBOW TURNING AWAY FLEXIBLE DUCT FLEXIBLE DUCT CONNECTION DUCTWORK AIRFLOW DIRECTION ACCESS DOOR (AD), ACCESS PANEL (AP) GRILLES LOUVERS DIFFUSERS AND OPENING SYMBOLS CFM SUPPLY OR OUTSIDE AIR FLOW DIRECTION XXX RETURN TRANSFER OR EXHAUST ��CFM AIR FLOW DIRECTION RETURN REGISTER RETURN GRILLE EXHAUST REGISTER EXHAUST GRILL SUPPLY DIFFUSER SUPPLY GRILLE SUPPLY REGISTER TRANSFER GRILLE SIDEWALL SUPPLY AIR DIFFUSER, GRILLE OR REGISTER SCREENED OPENING SIDEWALL RETURN /EXHAUST AIR GRILLE OR REGISTER SUPPLY OUTLET DIFFUSER, GRILLE OR REGISTER SUPPLY OUTLET DIFFUSER, GRILLE OR REGISTER APP GRILLES LOUVERS, DIFFUSERS, AND OPENING SYMBOLS CONT. SD 12 0 400 CFM RG 24X24 ILJ 100 CFM 100 CFM C0 24/24 100 CFM CENTRIFIGAL FAN CENTRIFIGAL FAN, INLET GUIDE VANES INSTRUMENTATION AND CONTROL SYMBOLS DUCT TYPE HEAT DETECTOR DUCT TYPE SMOKE DETECTOR DUCT TYPE TEMPERATURE SENSOR MINE 111 111 SD SMOKE DAMPER FSD MIME ACCEPTABILITY THIS DESIGN AND /0R SPECIFICATION IS APPROVED DRAW S. FRANKLIN CHECKED S. FRANKLIN GI G. SPRAGUE CHECKED G. FRANEK 10.11.98 3.12.99 DUCT MOUNTED EQUIPMENT SYMBOLS INSTRUMENTATION AND CONTROLS SUBTITLE TITLE MECHANICAL M".STER SUPPLY OUTLET ROUND DIFFUSER RETURN /EXHAUST REGISTER OR GRILLE FAN, AXIAL FLOW LINEAR DIFFUSER RETURN /RELIEF GRILLE, CEILING TYPE NON- DUCTED UNIT HEATER TERMINAL UNIT TEMPERATURE TRANSMITTER THERMOSTAT HUMIDISTAT DAMPER SYMBOLS VD VOLUME DAMPER OPPOSED BLADE DAMPER PARALLEL BLADE DAMPER BACK DRAFT DAMPER (ALLOWS FLOW IN DIRECTION OF ARROW) FIRE DAMPER (1 HOUR) FIRE DAMPER (2 HOUR) FIRE /SMOKE DAMPER SEE DRAWING 2- 88 -M310 LEGEND BUILDING 2 -88 - -- - F"1LE COPY under INK the. Plan Ch. cic approvals are 1. ' l,OCi to are nc; and omis4io i., Doci approval of not IIF =. The 1I1:latlon of any • . nl 3;pt of CO, .ionic � �1� 111 pprovmd,l19 acknowledged. �. . By 8119 O P rrnit \0 1 sepARAYE P ERMrr REQUIRED FOR 0 MECHANIC ELECTR PLUMBING plp►N0 C ITY OF TIL BU DINQ DAnwom RECEIVEr CITY Of TUKW0.l. NOV 2 J 1999 PERMIT CENTER PLANT 2 M 9OZ'1 O ISSUE FOR CONSTRUCTION CURRENT REVISION SHEET JOB N • M1 SYMBOL 982191 -00 DWG N0. 2 -88 -M1 Harris Group Inc. 98 -1420 DATE COMP NO. \ AIR HANDLING UNIT SCHEDULE EQUIP. LOCATION (COL LINE) SERVICE BASIS OF DESIGN TYPE MANUFACTURER UMBER & MINIMUM OUTSIDE AIR SUPPLY FAN DATA RETURN FAN DATA COOLING COIL DATA - AIRFLOW CFM EXT. S.P. IN. WO TYPE MOTOR WHEEL 0 (IN.) AIRFLOW EXT. S.P. T MOTOR WHEEL 0 (IN.) CFM TOTAL MBH EAT LAT CHILLED WATER MAX.WAT P.D. FT. MAX. AIR P.D. IN.WG MAX. FACE VEL. FPM QTY. /HP DRIVE I VFD V /PH /HZ CFM IN. WG QTY. /HP DRIVE VFD V /PH /HZ DB F WB F DB F WB F EWT F LWT F GPM AHU -01 ROOF (C.5/8.5) OFFICE EAST OUTDOOR TEMTROL 6,200 25,000 2.75 PLUG 1 0 40 BELT YES 460/3/60 40 18,800 0.60 PLUG 1 0 7 1/2 BELT YES 460/3/60 44 25,000 700.9 83.2 66.4 59.6 57.4 45 55 140.2 15 .75 550 AHU -02 ROOF (B.5/3.5) OFFICE WEST OUTDOOR TEMTROL 2,400 12,400 2.25 PLUG 1 0 20 BELT YES 460/3/60 27 10,000 0.60 PLUG 1 0 5 BELT YES 460/3/60 33 12,400 353.2 83.4 65.9 59.6 56.9 45 55 70.6 15 .75 550 AHU -03 ROOF (B.5/7.5) MACHINE SH & TOOL OUTDOOR TEMTROL 6,600 45,000 1.75 PLUG 1 © 50 BELT NO 460/3/60 54 38,400 0.50 PLUG 1 @ 15 BELT YES 460/3/60 60 - AHU -04 ROOF (A.5/4.5) MOD FAB & WOOD SH OUTDOOR TEMTROL 4,400 30,000 1.50 PLUG 1 @ 30 BELT NO 460/3/60 44 25,600 0.50 PLUG 1 @ 10 BELT YES 460/3/60 54 - - - - - - - - - - AHU -05 MEZZANINE (C.5/2 TEM CONT& LAB CAL INDOOR TEMTROL 3,000 EMI 2.25 PLUG 1 0 20 BELT NO 460 3/60 27 9,500 0.75 PLUG 1 0 5 BELT NO 460/3/60 30 12,500 376.1 71.8 59.7 50.0 48.2 45 55 73.4 15 .75 500 REMARKS/ ACCESSORIES: * EXTERNAL STATIC PRESSURE INCLUDES DIRTY FILTER PRESSURE LOSS. 1. DOUBLE WALL CASING WITH 2" INSULATION 7. VFD RATED MOTORS 2. FAN VIBRATION ISOLATORS WITH SEISMIC ZONE 3 8. SINGLE POINT 460/3/60 POWER SERVICE RESTRAINTS CONNECTION 3. UNIT RIGID ANCHORAGE CALCULATIONS WITH POINT 9. SINGLE POINT 115/1/60 SERVICE CONNECTION FOR LOADING FOR SEISMIC ZONE 3 CONDITIONS MAINTENANCE LIGHTS AND RECEPTACLES 4. ECONOMIZER SECTION 10. HARDWIRE INTERLOCK RETURN/EXHAUST FAN WITH SUPPLY FAAN. 5. SUPPLY AIR SMOKE DAMPER AND RETURN AIR SMOKE DAMPER 11. FILTERS: UL LISTED, CLASS 1 6. HIGH EFFICIENCY MOTORS WITH MINIMUM EFFICIENCY RATINGS PER THE WSEC NREC. AIR HANDLING UNIT SCHEDULE (CONTINUED) EQUIP. N0. HEATING COIL DATA PRE - FILTER DATA FINAL FILTER DATA UNIT K. LBS REMARKS/ ACCESSORIES CFM MBH EAT F LAT F MAX. AIR P.D. IN.WG MAX. FACE VEL. FPM HOT WATER EFF. INITIAL P.D. IN. WC FINAL P.D. IN. WC TYPE EFF. S INITIAL P.D. IN. WC FINAL P.D. IN. WC EWE GPM VTR PD FT TYPE % AHU -01 10,000 1E111 39.6 65.0 .15 300 180 160 30.0 10 2" PLEAT 130 0.40 .75 12" CARTRIDGE 85 0.50 1.00 22,500 i, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11 AHU -02 4,800 45,000 ® 1555.0 45.5 43.0 65.0 75.0 .15 .25 300 600 180 180 .®1 160 10.1, 155.5 10 10 migim 2" PLEAT 30 0.40 0.40 .75 .75 12" CARTRIDGE Eimimmon 111111111111111 - 15,000 32,000 1, 2, 3, 4, 6, 7, 8, 9, 10, 11 1, 2, 3, 4, 6, 7, 8, 9, 10, 11 AHU -03 AHU -04 30,000 Egia 43.0 75.0 .25 600 180 MallEMMEIMENZIELIIIEMINIE1111=1111111111111 - a 23,000 1, 2, 3, 4, 6, 7, 8, 9, 10, 11 AHU -05 12,500 159.3 58.2 70.0 .25 600 180 _- IIMMINIMMIll 15.9 10 2" PLEAT 30 0.40 .75 12" CARTRIDGE 85 C.50 1.00 T 500 1, 0, 3, 4, 6, 8, ., 10, t 1 oJ‘`) AIR DEVICE SCHEDULE 00r 5 EXHAUST FAN SCHEDULE SYMBOL TYPE BASIS OF DESIGN MANUFACTURER & MODEL NUMBER DESCRIPTION NECK TYPE CEILING PANEL IN. X IN. MAX. NC LEVEL REMARKS/ ACCESSORIES EQUIP. NO. LOCATION (COL. LINE) SERVICE _ BASIS OF DESIGN MANUFACTURER & MODEL NUMBER TYPE TOTAL AIRFLOW CFM EXT. S.P. IN. WG FAN RPM MOTOR FAN ARR FAN DIAM IN WEIGHT LBS REMARKS/ ACCESSORIES HP DRIVE V /PH /HZ SD -01 SUPPLY DIFFUSER TITUS -TM RA ROUND LOUVER FACE ROUND - .55 2, 3 EF -01 ROOF (C /10) 1st & 2nd FL S TOILET COOK, ACRU -B 195 R5B CENTRIFUGAL UPBLAST 3,350 0.500 860 1/2 BELT 115/1/60 - : 19.5 125 1, 6i 12, 19 SD -02 SUPPLY DIFFUSER TITUS -MCD SQUARE LOUVER FACE, T BAR CLG SQUARE 24.24 35 3, 5 EF -02 ROOF (B.5/0.5) 1st, MEZZ., & 2nd FL N TOILET COOK, ACRU -B 195 R5B CENTRIFUGAL UPBLAST 3,150 0.500 0.500 ! 834 1115 1/2 1/3 BELT BELT 115/1/60 115/1/60 - - 19.5 15 125, 100 1, 6; 12, 19', 1, 19 SD -03 SUPPLY DIFFUSER TITUS-TM RA ROUND LOUVER FACE ROUND - 40 2, 3, 4,'. EF -03 ROOF (C.5/1.5) 1 MODEL CHECKOUT I COOK, ACE -B 1.50 C4B CENTRIFUGAL DOWNBLAST 1.875', SD -04 SUPPLY DIFFUSER TITUS -MCD SQUARE LOUVER FACE SQUARE - 35 3, 5 EF -04 ROOF (A.5/7.5)' PAINT BOOTH NORTHERN BLOWER 7416 '', INLINE AXIAL', 114,400 31000 1,583' 20 ,BELT', ,460/3/60 9 30 - 5, 10, 14, 15, 19, 25, 26 SD -05 SUPPLY DIFFUSER TITUS -MCD SQUARE LOUVER FACE, T -BAR CLG SQUARE 24x24 35 3, 5, 6, 7 EF -05 ROOF (A.5/4.5) WELDING BOOTH , COOK, CPV -180 CENTRIFUGAL UTIL.', SET 4,000 0.750 1,236 1.5 ,BELT', 460/3/60 9 18 300 5, 8, 10, 12, 14, 15, 19 SD -06 SUPPLY DIFFUSER TITUS -ML -39 LINER SLOT DIFFUSER, SIX (6) 1 INCH RECT, 3/4" SPACE, DOUBLE DEFL RECT RECT - - 40 35 8 1 EF -06 ROOF (A. 5/;5.5) DUST /CHIP COLLECTION AIR, TECH SIZE 296 CENTRIFUGAL UTIL. SET 7,500 12.00 1;664 908 25 1.5 BELT BELT 460/3/60 460/3/60 , 9 9 20 22.5 - 400 4, 5, 8, 11, 12, 15, 19 5, 8, 10, 11, 12, 14, 15, 19 SR -01 SUPPLY REGISTER TITUS- 272 RS EF -07 ROOF (A/5.5) RESIN', PUMPS HOOD COOK, CPA-225 CENTRIFUGAL IUTIL SET 5,500 0.750 RG -01 RETURN GRILLE TITUS- 50R SQ, 1/2" X 1/2" EGGCRATE, T -BAR CLG SQUARE 24x24 30 EF -08 ROOF (C /4) SODICK MARKVIII ,,& EDM COOK, CPV -165 CENTRIFUGAL ''UTIL. SET 2,025 1.000 1211 0.75 BELT 460/3/60 9 - 15 10 195 50 4, 5, 8, 10, 12, 14, 15, 19 1, 6, 19 RG -02 RETURN GRILLE TITUS- 13RL RECT, 3/4 "SPACE LOUVER FACE, 0 DEG. RECT, 3/4 "SPACE LOUVER FACE, 0 DEG. RECT RECT - - 35 35 EF -O9 ROOF (C.5/0.5) 1st, FLOOR MECH ROOM COOK ACE -B -100' C2B CENTRIFUGAL DOWNBLAST 500 0.500 1408 1/6 BELT 115/1/60 TG -01 TRANSFER GRILLE TITUS- 13RL EF -10 ROOF (8.5/0.5) PENTHOUSE' MECH ROOM COOK, ACE -B -100 C2B CENTRIFUGAL DOWNBLAST 500 0.500 1408 1/6 BELT 115/1/60 - 10 50 1, 6, 19 TG -02 TRANSFER GRILLE TITUS- 50R SQ, 1/2" X 1/2" EGGCRATE RECT - 30 - EF -11 ROOF (A.5/0.5) ELECTRICAL ROOM COOK, ACE -B -100 C2B CENTRIFUGAL DOWNBLAST 500 0.250 0.250 1148 1442 1/6 1/6 BELT BELT 115/1/60 115/1/60 - - 10 10 50 50 1, '6, 19 1, 6, 19 EG -01 EXHAUST GRILLE TITUS- 50R SQ, 1/2" X 1/2" EGGCRATE RECT - 30 EF -12 ROOF (A.5/0.5) DATA ROOM COOK, ACE -B -100 C2B CENTRIFUGAL DOWNBLAST 700 EF -13 ROOF (A.5/0.5) ELEVATOR EQUIP. ROOM COOK, ACE -B -100 C2B CENTRIFUGAL DOWNBLAST 500 0.250 1148 1/6 BELT 115/1/60 - 10 50 1, 6, 19 REMARKS/ ACCESSORIES: SCREEN 13. 2 SPEED 2 WINDING MOTOR 20. EXPLOSION PROOF MOTOR VIBRATION ISOLATION WITH 14. MOTOR GUARD- OSHA APPROVED 21, INLET VANE DAMPERS. RESTRAINTS ' SEISMIC ZONE 3 ( ) 15. BELT GUARD OSHA APPROVED 22. UNITARY BASE VIBRATION ISOLATION 16. INLET GUARD 23. MOTOR SLIDE BASE AND DISCHARGE FLANGES 17. BAKED HERESITE P403 COATING 24. SHAFT GUARD CONSTRUCTION 18. INSULATED HOUSING. 25. MOTOR & DRIVE SEPARATE FROM AIRSTREAM DRAIN 19. HIGH EFFICIENCY MOTOR MEETING WSEC 26. AUTOMATIC ROOF VENTILATOR WITH BUTTERFLY TYPE GRAVITY DAMPER 1. OPPOSED BLADE DAMPERS 5. INSULATED SQUARE TO ROUND ADAPTERS 2. TITUS TYPE 3 HORIZONTAL AND VERTICAL DISCHARGE 6. INSULATED ADAPTOR WITH ROUND CONNECTOR ON SIDE PATERN PATTERN ADJUSTMENT CONE 7. END CAPS 3. EQUALIZING GRID 4. EARTHQUAKE TABS REMARKS) ACCESSORIES: 1. BACKDRAFT DAMPER 7. INSECT 2. PREFABRICATED ROOF CURB, 8. BASE INSULATE AND MATCH ROOF PITCH SEISMIC 3. DISCONNECT SWITCH 9. HANGING 4. EXPLOSION PROOF DISCONNECT SWITCH 10. INLET 5. NONSPARKING CONSTRUCTION 11. ALUMINUM 6. BIRDSCREEN 12. FAN HOUSING FAN COIL UNIT SCHEDULE EQUIP. NO. LOCATION (COL. LINE) SERVICE INTERNATIONAL ENVIRONMENTAL MODEL NUMBER MINIMUM OUTSIDE AIR CFM FAN, DATA COOLING COIL DATA HEATING COIL DATA FILTER DATA WEIGHT LBS REMARKS/ ACCESSORES AIRFLOW CFM' TYPE EXT. S.P. IN. WC HP V /PH /HZ AIRFLOW CFM TOTAL 'MBH EAT LAT WATER TEMP GPM MAX. WAT P.B. FT. MAX. AIR P.D: IN.WG MAX. FACE VEL.: FPM AIRFLOW CFM TOTAL MBH! EAT F LAT F MAX: AIR P.D. I IN WG MAX. FACE VEL' FPM', HOT WATER TYPE EFF. % DB F WB F DB F WB F 'EWT F LWT F EWT F MINIM PD FT FCU -01 SHIP /RCVG (A.5/9.5) SHIP /RCVG OFFICES MODEL HBA -16 200 1,500 CENTRIF 0:50 1/2 115/1/60 1,500 38.1 76.3 63.1 57:0 54.8 45 55 7.6 10.0 0.40 500 1,500 26.7 63.5 80.0 500 180 160 2.7 5 1" PLEAT 30 200 1, 2, 3, 4 REMARKS/ ACCESSORIES: J SPA , was 1. STAINLESS STEEL DRAIN PAN BELOW COIL 2. FILTER RACK & FILTER 3. REAR RETURN AIR 4. FILTERS: UL LISTED, CLASS 1 7 SOUND ATTENUATOR SCHEDULE III ( 9 ISSUE FOR CONSTRUCTION RECEIVED, EQUIP. N0. SERVICE LOCATION BASIS OF DESIGN MANUFACTURER &MODEL NUMBER CFM DUCT SIZE W X H ATTENUATOR MIN. DYNAMIC INSERTION LOSS WEIGHT LBS REMARKS/ ACCESSORIES MAX .VEL. FPM LENGTH FT. MAX . P.D. IN. WC 63 125 250 500 1K 2K 4K 8K SA -01 TESTING MODEL CHECKOUT IAC -10MS 96,000 90 X 90 +1710 10 .4 12.1 20.1 34.1 42.1 51.1 51.9 42.6 21.9 3500 1 SA -02 EF -03 MODEL CHECKOUT IAC -10TLS 1,875 24 X 24 -500 10 .1 13.0 25.3 42.0 52.0 55.0 53.0 51.0 42.8 300 1 SA -03 AHU -05 CONTROL RM IAC -10TLS 950 24 X 12 +500 10 .1 13.0 23.8 42.0 52.0 55.0 53.0 51.0 44.3 200 1 SA -04 AHU -05 CONTROL RM IAC -10TLS 950 24 X 12 -500 10 .1 13.0 25.3 42.0 52.0 55,0 53.0 51.0 42.8 200 1 SA-05 TESTING MODEL CHECKOUT IAC-10MS 48,000 96 X 60 -1200 0 .3 12.8 20.8 34.8 42.8 51.8 50.4 38.2 20.4 2500 1 SA -06 TESTING MODEL CHECKOUT IAC -10MS 48,000 96 X 60 -1200 10 3 12.8 20.8 34.8 ',42.8 51.8 ,50.4 38.2 20.4 2500 1 REMARKS/ ACCESSORIES: CITVOF TOKWILA NOV 2 9 1999 PEaMIrCENTER /± Harris Group Inc. 1. FLANGED END CONNECTIONS ® 9 -1420 SYM REVPS,ON BY APPROVED DATE SYM REVISION BY APPROVED DATE ®�,W ® ��]]//��- P 4' V G i (7 ..' ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DRAWN 5. FRANKLIN DATE 11.19.98 SUB TITLE �1 EQUIPMENT SCHEDULE CURRENT REVISION SHEET SYMBOL DATE 1 ISSUE FOR 307 SUBMITTAL 4982191 - HGI /SDF 12.2 98 CHECKED P. TSCHERNEGA 4.20.99 2 ISSUE FOR 60% SUBMITTAL J #982191 -00 HGI /SDF 1.29.9 3.17.99 ' 94 APPROVED BY DEPT. DATE GI G. FRANEK 11.19.96 TITLE BUILDING HS MECHANICAL MASTER PLANT 2 nn Q I Y 1 �/ \ 3 ISSUE FOR PERMIT J #982191 - HGI /GJS 260 0 O 3.15.99 4 ISSUE FOR 95% SUBMITTAL J #982191 -00 HGI /GJS 4.5.99 ; . c1 y4 • SOB N0. 982191 - 00 COMP N0. 6 5 ISSUE FOR CONSTRUCTION J #982191 -OU HGI /GJS 4.23.99 I k. Any Li) 4. 9) DWG No' 2 88 - M2A _ g PAINT BOOTH SCHEDULE EQUIP. N0. LOCATION (COL. LINE) SERVICE TYPE BASIS OF DESIGN MANUFACTURER & MODEL NUMBER INITIAL AIRFLOW CFM * FINAL AIRFLOW CFM * EXHAUST FAN TAG NO. WORKING AREA DIMENSIONS OVERALL DIMENSIONS INTAKE DOOR FILTERS EXHAUST FILTERS (NESHAP 2- STAGE) UNIT WT LBS REMARKS/ ACCESSORIES WIDTH FT HEIGHT FT DEPTH FT WIDTH FT HEIGHT FT DEPTH FT TYPE EFF. % INITIAL P.D. IN. WC FINAL P.D. IN. WC FILTER STAGE MANUFACTURER AND MODEL NO. TYPE EFF. % INITIAL P.D. IN. WC CHANGE OUT P.D. IN. WC PB -01 MODEL FAB (A /7) PAINT BOOTH CROSS DRAFT, DRY ARRESTOR JBI TYPE DB 18,000 14,400 EF -04 18' -0" 8' -0" 12' -0" 18' -4" 8' -10" 18' -0" 1" PLEAT 30 0.08 0.50 1 PUROLATOR PREBOND PAINT ARRESTOR 7,500 0.10 0.60 DACRON POLYESTER 1, 2, 3, 4, 5, 6, 7, 8 6 TO 1 PULSE -JET INTERMITTENT 10 10 120/1/60 1 460/3/60 160 1, 2, 3, 4, 5, 6, 7, 8, 9, 10 1, 2 UH -04 MECH PENTHOUSE (C /0.5) MECH PENTHOUSE TRANE S- 126 -W2 HORIZONTAL 70.0 50.0 2 PUROLATOR DMK95 4404 4 PLEATED PANEL 95 0.10 0.60 160 60 1, 2 UH -05 FIRE RISER (C/10.5) FIRE RISER TRANE S -20 -W2 HORIZONTAL 8.0 50.0 73.5 315 1/25 115/1/60 0.8 180 160 Ku 60 1, 2 UH -06 MODEL CHECKOUT (D /1) MODEL CHECKOUT TRANE 2 -90 W2 HORIZONTAL mgmanigg 1, 162 masigumin 1 80 1, 2 UH -07 fV BAGHOUSE SCHEDULE EQUIP NO. LOCATION (COL. LINE) SERVICE BASIS OF DESIGN MANUFACTURER & MODEL NUMBER TYPE MATERIAL AIRFLOW CFM W MAX. AIR PRES. DROP IN W.C. MEDIA DATA RECONDITIONING DATA ROTARY VALVE UNIT WEIGHT LBS REMARKS / ACCESSORIES CONFIGURATION TYPE AREA SQ FT MAX AIR TO CLOTH RATIO TYPE SERVICE AIR SCFM TIMER SEC IMER V /PH /HZ MOTOR HP "_EC V /PH /HZ 35.6 50.0 93.7 755 1/20 .115/1/60 3.6 180 160 60 1, 2 UH -02 SHIP/ RCVG (A/9.5) SHIP/ RCVG TRANE S 60 W2 HORIZONTAL 35.6 50.0 93.7 755 1/20 BI1S -01 DUST COLLECTOR (A/5.5) WOODSHOP MAC TYPE III 144LST64 PULSE JET BAGHOUSE WOOD 7,500 4.0 TUBES/ BAGS DACRON POLYESTER 1,280.0 6 TO 1 PULSE -JET INTERMITTENT 10 10 120/1/60 1 460/3/60 160 1, 2, 3, 4, 5, 6, 7, 8, 9, 10 1, 2 UH -04 MECH PENTHOUSE (C /0.5) MECH PENTHOUSE TRANE S- 126 -W2 HORIZONTAL 70.0 50.0 89.0 1550 1/6 115/1/60 7.0 180 160 60 1, 2 UH -05 FIRE RISER (C/10.5) FIRE RISER TRANE S -20 -W2 HORIZONTAL 8.0 50.0 73.5 315 1/25 115/1/60 0.8 180 160 Ku 60 1, 2 UH -06 MODEL CHECKOUT (D /1) MODEL CHECKOUT TRANE 2 -90 W2 HORIZONTAL mgmanigg 1, 162 masigumin 1 80 1, 2 UH -07 UNIT HEATER SCHEDULE EQUIP. N0. LOCATION (COL. LINE) SERVICE BASIS OF DESIGN MANUFACTURER & MODEL NUMBER TYPE HEATING MBH G AIR TEMP. FAN DATA HOT WATER DATA UNIT LBS REMARKS/ ACCESSORIES EAT F LAT F AIRFLOW CFM HP V /PH /HZ GPM EWT F EWT F UH -01 SHIP/ RCVG (A/8.5) SHIP/ RCVG TRANE S 60 W2 HORIZONTAL 35.6 50.0 93.7 755 1/20 .115/1/60 3.6 180 160 60 1, 2 UH -02 SHIP/ RCVG (A/9.5) SHIP/ RCVG TRANE S 60 W2 HORIZONTAL 35.6 50.0 93.7 755 1/20 115/1/60 3.6 180 160 60 1, 2 UH -03 1ST FL MECH (C.5 /i) 1ST FL MECH TRANE S 60 W2 HORIZONTAL 35.6 50.0 93.7 775 1/20 115/1/60 3.6 180 160 60 1, 2 UH -04 MECH PENTHOUSE (C /0.5) MECH PENTHOUSE TRANE S- 126 -W2 HORIZONTAL 70.0 50.0 89.0 1550 1/6 115/1/60 7.0 180 160 60 1, 2 UH -05 FIRE RISER (C/10.5) FIRE RISER TRANE S -20 -W2 HORIZONTAL 8.0 50.0 73.5 315 1/25 115/1/60 0.8 180 160 Ku 60 1, 2 UH -06 MODEL CHECKOUT (D /1) MODEL CHECKOUT TRANE 2 -90 W2 HORIZONTAL mgmanigg 1, 162 masigumin 1 80 1, 2 UH -07 MODEL CHECKOUT (D/2.5) MODEL CHECKOUT TRANE 2 -90 W2 HORIZONTAL 55.1 50.0 93.9 1,162 1/8 115/1/60 5.5 180 160 60 1, 2 ,dki' HOT WATER COIL SCHEDULE EQUIP. NO. LOCATION (COL. LINE) SERVICE BASIS OF DESIGN MANUFACTURER & MODEL NUMBER CFM MBH AIR TEMP. WATER TEMP. GPM MAX. WAT P.D. FT' MAX AIR P.D. IN. WG NO OF ROWS MAX FINS PER IN. COIL L X H IN. UNIT WT. LBS REMARKS/ ACCESSORIES EAT LAT F F EWE F LINT F RHC -501 RHC -502 TEMP CONTROL RM (0.5/5) BALANCE CAL LAB (C.5/3) 11211= TEMTROL TYPE HW AHU -05 TEMTROL TYPE HW 7,300 3,750 mum 80.0 60.8 65.0 80.0 180 180 ECEIMOI 5 160 6.8 5 ® .35 750 1 12 48x30 - 1, 2 750 1 12 30x24 - 1, 2 RHC -503 MODEL CHECKOUT CONTROL (C /2) AHU -05 TEMTROL TYPE HW 950 15.4 65.0 80.0 180 160 1.5 5 .35 650 1 12 18x12 - 1, 2 SY 2 3 4 5 * BASED ON TOTAL PRESSURE LOSS ACROSS THE 2 STAGE EXHAUST FILTERS AT 0.24 IN W.0 INTITIAL AND 1.5 IN. W.C. FINAL REMARKS/ ACCESSORIES: 1. MINIMUM 18 GAGE GALVANIZED STEEL PANELS 2. SWING OUT DOORS WITH INTAKE FILTERS 3. 24" X 24" X 4 "FILTER RACK FOR NESHAP FILTERS 4. FLOURESCENT VAPORTIGHT LIGHT FIXTURES, CLASS I DIVISION 2 AND UL APPROVED 5. ELECTRICALLY OPERATED SOLENOID AIR VALVE TO PREVENT USE OF SPRAY EQUIPMENT UNTIL EXHAUST FAN IS PROVEN ON 6. DWYER IvIAGNEHELIC PRESSURE GAUGES ACROSS NESHAP EXHAUST FILTERS AND INTAKE DOOR FILTERS 7. SEE EXHAUST FAN SCHEDULE (EF -04) FOR ASSOCIATED PAINT BOOTH FAN DATA 8. RIGID ANCHORAGE CALCULATIONS WITH POINT LOADING FOR SEISMIC ZONE 3 CONDITIONS REMARKS/ ACCESSORIES: 1. LADDER, SAFETY CAGE, GUARD RAI,L AND ACCESS PLATFROM (PER WISHA /OSHA STANDARDS) 2. 12 GAUGE CS FULL WELDED CONSTRUCTION 3. EXPLOSION VENT PER NFPA 68 DEFLAGRATION REQUIREMENTS 4. MACNAHELIC DIFFERENTIAL PRESSURE GAUGE WITH 2 SETS OF CONTACTS 5. STEEL SUPPORT STRUCTURE WITH ADDED CLEARANCE FOR DISCHARGE BIN REMARKS/ ACCESSORIES: 1.. UNIT CASING WITH 1 INCH INSULATION 2. FLANGED END CONNECTIONS REMARKS/ ACCESSORIES: 1. LINE VOLTAGE THERMOSTAT (120 V) 2. ADJUSTABLE DISCHARGE LOUVER G. FRANEK CHECKED G. SPRAGUE PPRn 0 PR ' ISSUE FOR 30% SUBMITTAL ISSUE FOR 60% SUBMITTAL ISSUE FOR PERMIT ISSUE FOR 95% SUBMITTAL ISSUE FOR CONSTRUCTION REVISION J #982191 -00 J #982191 -00 J #982191 -00 J #962191 - 00 4982191 -00 BY HGI /SSF HGI /SDF HGI /GJS HGI /GJS HGI /GJS APPROVED DATE 12.2.98 1.29.99 3.17.99 4.5.99 4.23.99 SYM REVISION 6. REMOVABLE 'INTERNAL AIR PIPING HEADER, DIAPHRAGM VALVES, ADJUSTABLE TIMER 7. 60 DEGREE HOPPER FLANGED FOR AIRLOCK WITH ROUND FLANGED 'AIR' INLET 8. ROTARY AIRLOCK WITH 'DRIVES PACKAGE 9. SPRINKLER TAP KIT AND HOPPER DRAIN 10. SEISMIC ZONE 3 RIGID ANCHORAGE CALCULATIONS BY APPROVED DATE Z ,LAisritze - oftw. rrl 0 K4 2 1-0 ACCEPTABILITY S . FR ANKLIN 0 11 .19.98 THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE 4.20.99 11.19.98 3.15.99 91' �9v SUBTITLE ITLE MECHANICAL MASICR EQUIPMENT SCHEDULE BUILDING 2 -88 RECEIVEC CITY o f Tl.(V; ILa NOV 2 9 1999 PERMIT CENTER PLANT 2 ISSUE FOR CONSTRUCTION CURRENT REVISION SHEET JOB N0. DWG N0. SYMBOL 982191 -00 2- 88 -M2B Harris Group Inc. 98 -1420 DATE M2B COMP NO \ FAN TERMINAL UNIT SCHEDULE EQUIP. N0. LOCATION SERVICE BASIS OF DESIGN MANUFACTURER &MODENUMBER TYPE UNIT SIZE INLET SIZE PRIMARY AIR MIN. P.D. IN. WG. FAQ! DATA HEATING COIL DATA WEIGHT LBS REMARKS/ ACCESSORIES CFM CFM CFM EXT. IN. WG. M HPOR V /PH /HZ MBH AIR TEMP. P D. IN. WG WA® TER EAT F LAT F 72 x 72 ERR F WTR PD FT -101 Mg Ein FT -104 Elm 2nd FL OFFICE . 1 TITUS MODEL DTQS FAN POWERED SERIES IMEMEEMEEMEZINCII PENN VENT PENTHOUSE 9,500 25 500 36 0.40 ENEEEEEENEEEN 300 1, 2, 4, 6 SHEET ////�� M L .15 ® 180 J #982191 -00 ©_ 1, 2, 3, 4, 5 2nd FL OFFICE 2nd FL OFFICE TITUS MODEL DTQS FAN POWERED SERIES ®En nPPROVeo eY 11 ®1 En 0.40 umMICI n n _ 8 BUILDING 2 - 8 BUILDING O M 80 .15 2.5 180 160 plum 1, 2, 3, 4, 5 2nd FL OFFICE 2nd FL OFFICE TITUS MODEL DTQS FAN POWERED SERIES Q ®EKE /1 1 1 En 0.40 EsEmEign J #982191 -00 65 80 .15 ® :®/ .1 plum 1, 2, 3, 4, 5 2nd FL OFFICE 2nd FL OFFICE TITUS MODEL DTQS FAN POWERED SERIES 6 ® 1560 E3 0.50 Erni 0.40 3/4 277/1/60 25.3 m 80 .15 ® 180 160 plum 1, 2, 3, 4, 5 2nd FL OFFICE . 1 TITUS MODEL DTQS FAN POWERED SERIES 0® 1560 500 0.50 En 0.40 3/4 0111 25.3 65 I 80 .15 2.5 180 160 © 1, 2, 3, 4, 5 1. 2nd FL OFFICE 2nd FL OFFICE TITUS MODEL DTQS FAN POWERED SERIES ©Q 11 ® 0.50 um 0.40 .....rffingEnimmuigamirciarip 1, 2, 3, 4, 5 FT -107 2nd FL OFFICE 1 TITUS MODEL DTQS FAN POWERED SERIES ©®EnEn 0.50 1410 0.40 ® 277/1/60 22.8 65 ; .15 ® :1 ./ ©_- pl FT -108 IIM 2nd FL OFFICE 2nd FL OFFICE 2nd FL OFFICE 2nd FL OFFICE TITUS MODEL DTQS TITUS MODEL DTQS FAN POWERED SERIES FAN POWERED SERIES © ©01 ® ®® 840 400 1 1 0.50 11 840 0.40 ® 277/1/60 Emm :1 .15 1.9 :®1®1 0.40 um 277/1/60 13.6 m 80 .15 111111111[1:111131111111111MMIIMMIEINIII j 180 NM 5 IIIMMEMEEMEMMI FT -110 ® 2nd FL OFFICE . 1 TITUS MODEL DTQS FAN POWERED SERIES 1.111.11.11 600 0.50 mini 0.40 1/3 immEi 20.4 m 80 .15 2nd FL OFFICE 2nd FL OFFICE TITUS MODEL DTQS FAN POWERED SERIES 840 400 0.50 840 0.40 um� 13.6 =m .15 Em � ©um 1, 2, 3, 4, 5 FT -112 2nd FL OFFICE 2nd FL OFFICE TITUS MODEL DTQS FAN POWERED SERIES �® 1 260 600 EIKE 1260 0.40 ENEEEmn 20.4 KEm .15 2.0 180 160 plum 1 2, 3, 4, 5 FT -113 2nd FL OFFICE . 1 TITUS MODEL DTQS FAN POWERED SERIES ©® 1 260 600 Exa 1260 0.40 ®BEENEnmm . 15 2.0 180 160 ©um 1, 2, 3, 4, 5 2nd FL OFFICE MEM TITUS MODEL DIGS FAN POWERED SERIES ©0 840 Ermoll 840 0.40 1/4 iggimEnmm .15 1.4 180 160 5 FT -115 FT -116 ENEEEEEBEEnEms FT -118 LEE 2nd FL OFFICE 2nd FL OFFICE 2nd FL OFFICE MIIIIM 2nd FL OFFICE . 1 TITUS MODEL DTQS TITUS MODEL DTQS FAN POWERED SERIES FAN POWERED SERIES © ©01 ®ummi :®1 ® 0.50 0.50 En En 0.40 0.40 1/3 um MM® 2 13.3 65 65 80 80 1i .15 2. 1.3 180 100 160 16u 5 5 1, 2, 3, 4, 5 1, 2, 3, 4, 5 TITUS MODEL DTQS FAN POWERED SERIES ........31.31 0.50 j 0.40 um 277/1/60 ®mm® .6 180 .1 um 1, 2, 3, 4, 5 TITUS MODEL DTQS FAN POWERED SERIES © ; 1 1 0.40 um ®E��i , ®m 80 .15 .6 180 . 1 �um 1, 2, 3, 4, 5 2nd FL OFFICE 2nd FL OFFICE TITUS MODEL DTQS FAN POWERED SERIES ©ainsm® 1® 11 0.40 umEEE®mm ® ®®i .1 5 um 1, 2, 3, 4, 5 F7-120 2nd FL OFFICE MEM TITUS MODEL DTQS FAN POWERED SERIES ©0 11 100 0.50 En® 1/6 277/1/60 4.9 65 80 .15 .5 :®1 160 5 IMIIIMMEMMEIMI 111=100310111:0 TITUS MODEL DTQS FAN POWERED SERIES 7 =En 800 EKEEmEruNEEEmEN 40.5 65 S3 .15 4.0 180 160 5 01 1, 2, 3, 4, 5 FT -122 1 . 1 . 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TITUS MODEL DTQS FAN POWERED SERIES ©Q 350 j 1 1 ®1 0.40 um .1 ® 0 PENTHOUSE' SCHEDULE EQUIP. N0. LOCATION SERVICE TYPE BASIS OF DESIGN MANUFACTURER & MODEL NUMBER CFM LOUVER FREE AREA SQ. FT MAX. LOUVER VEL. FPM LOUVER HEIGHT IN. THROAT SIZE IN. x IN. MAX. AIR P.D. IN. WC WEIGHT LBS REMARKS/ ACCESSORIES IH -501 ROOF (C.5/2) AHU -05 LOUVER INTAKE HOOD PENN VENT! PENTHOUSE 12,500 25 500 36 72 x 72 .1 350 1, 2, 5, 6 RH -502 ROOF (C.5/2) AHU -05 LOUVER RELIEF HOOD PENN VENT PENTHOUSE 9,500 25 500 36 72 x 72 .1 300 1, 2, 4, 6 SHEET ////�� M L 2 ISSUE FOR 60% SUBMITTAL J #982191 -00 HGI /GJS 1.29.99 �0�,�� REMARKS/ ACCESSORIES: 1. ELECTRONIC DDC CONTROLS 2. SCR FAN CONTROLLER 3. FLANGED DISCHARGE 4. FILTER AND RACK SYSTEM (FILTERS: UL LISTED, CLASS 1) 5. PRESSURE INDEPENDENT REMARKS/ ACCESSORIES: 1. BIRDSCREEN 2. PREFABRICATED ROOF CURB (MATCH ROOF SLOPE) 3. NOT USED 4. BACKDRAFF DAMPER 5. AUTOMATIC DAMPER 6. LIFT OUT LOUVER PANEL HECEIVEO '. I;ITy Of' TUI(WIl Fl 1? ? `T ISSUE FOR CONSTRUCTION NOV 2 91999 PERMITCENTER ® Harris 98 -1420 Group Inc. DATE. SYM REVISION BY APPROVED ' DATE STM REVISION BY APPROVED DATE ' ® 4 � � ' ��Rk' tiT' '! AGCEPTAB LTY THIS ACCEPTABILITY SPECIFICATION IS APPROVED DRAWN S. FRANKLIN DATE 11.19.98 SUBTITLE EQUIPMENT SCHEDULE CURRENT REVISION SYMBOL 1 ISSUE FOR 30% SUBMITTAL J #982191 -00 HGI /GJS 12.2.98 CHECKED P. TSCHERNEGA 4.20.99 SHEET ////�� M L 2 ISSUE FOR 60% SUBMITTAL J #982191 -00 HGI /GJS 1.29.99 �0�,�� nPPROVeo eY DErr. DnrE G. FRANEK 11 19 98 n rLE MECHANICAL MASTER n n _ 8 BUILDING 2 - 8 BUILDING O PLANT 2 3 ISSUE FOR PERMIT J #982191 -00 HGI /GJS 3.17.99 29 26D R ai ,. s'O L E' Nn ` CHECKED G. SPRAGUE 3.15.99 4 ISSUE FOR 95% SUBMITTAL J #982191 -00 HGI /GJS 4.5.99 APP OVED c/Z�,f- JOB N0. 982191 -00 COMP NO 5 ISSUE FOR CONSTRUCTION J #982191 - 00 HGI /GJS 4.23.99 n on A. o NO. 2- 88 -M2C REMARKS/ ACCESSORIES: 1. ELECTRONIC DDC CONTROLS 2. SCR FAN CONTROLLER 3. FLANGED DISCHARGE 4. FILTER AND RACK SYSTEM (FILTERS: UL LISTED, CLASS 1) 5. PRESSURE INDEPENDENT REMARKS/ ACCESSORIES: 1. BIRDSCREEN 2. PREFABRICATED ROOF CURB (MATCH ROOF SLOPE) 3. NOT USED 4. BACKDRAFF DAMPER 5. AUTOMATIC DAMPER 6. LIFT OUT LOUVER PANEL HECEIVEO '. I;ITy Of' TUI(WIl Fl 1? ? `T ISSUE FOR CONSTRUCTION PUMP SCHEDULE PLUMBING FIXTURE SCHEDULE " EQUIP N0. LOCATION (COL. LINE` / SERVICE TYPE BASIS OF DESIGN MANUFACTURER & MODEL NUMBER FLOW US GPM TOTAL HEAD FT WAT SPECIFIC GRAVITY FLUID TEMP DEG. F PUMP RPM MIN EFF; % MOTOR HP ELECTRICAL V /PH /HZ SHIP WEIGHT LBS NPSHr FT WATER REMARKS / ACCESSORIES TAG NO. DESCRIPTION TYPE BASIS OF DESIGN MANUFACTURER & MODEL NUMBER C.W. IN H.W. IN WASTE IN VENT IN REMARKS/ ACCESSORIES CHWP -Oi 1st FLOOR MECH RM (C /1) CHILLED WATER END SUCTION BASE MOUNTED B &G SERIES 1510 -2 1/2 BB B &G SERIES 1510 -2 1/2 BB B &G SERIES 1510 -2 1/2 BB MG SERIES 1510 -2 1/2 BB B &G SERIES 80 1.5x1.5x9.5 265 265 235 235 40 60.0 60.0 55.0 55.0 55.0 1.0 1.0 1.0 1.0 1.0 45 45 180 180 80 80 120 120 1,750 1,750 1,750 1,750 1,750 1.750 1,750 1,750 3,200- 1,750 75% 75% 75% 75% 47% 47% - - - 7 1/2 7 1/2 5 5 1.5 1.5 1/12 1/12 1/6 1/3 460/3/60 460/3/60 460/3/60 460/3/60 460/3/60 460/3/60 115/1/60 115/1/60 115/1/60 115/1/60 400 400 ADO 400 250 250 50 50 50 - 7.9 7.9 7.3 7.3 4.9 4.9 - - - - 1, 2 3 1, 2, 3 1, 2, 3 1, 2, 3 1, 2 1, 2 1, 2 1, 2 4, 5, 6 - WC -01 WC(H) -01 URN -01 URN(H) -01 LAV(H) -01 S -01 S -02 WF -01 SS -01 HB -01 WATER CLOSET WATER CLOSET URINAL URINAL LAVATORY UTILITY SINK SINK WASHFOUNTAIN SERVICE SINK HOSE BIBB FLOOR DRAIN WALL MOUNT WALL MOUNT WALL MOUNT WALL MOUNT COUNTERTOP 1 COMPARTMENT COUNTERTOP FLOOR MOUNT FLOOR MOUNT WALL MOUNT ROUND ELJER SIGNATURE 111 -2105 ELJER SIGNATURE 111 -2105 ELJER CORRECTO 161 -1030 ELDER CORRECTO 161 -1030 ELJER OWEN 052 -0264 ELKAY SS -8124 ELKAY LR -1716 BRADLEY SENTRY 2004AZ AMERICAN STANDARD FLORWELL CHICAGO ZURN ZN -415 1 1 3/4 3/4 1/2 1/2 1/2 1/2 1/2 3/4 - - - - - 1/2 1/2 1/2 1/2 1/2 - - 4 4 2 2 1 1/4 3 1/2 3 1/2 2 3 - 2 3 3 1 1/2 1 1/2 1 1/2 1 1/2 1 1/2 1 1/2 2 - 2 1 HANDICAP, 1 2 HANDICAP, 1 HANDICAP CHWP -02 1st FLOOR MECH RM (C /1) CHILLED WATER END SUCTION BASE MOUNTED HWP -D1 2ND FLOOR MECH ROOM (C /1) HEATING WATER END SUCTION BASE MOUNTED HEATING WATER I END SUCTION BASE MOUNTED HWP -02 2ND FLOOR MECH ROOM (C /1) CTWP -01 2ND FLOOR MECH ROOM (C /1) COOLING TOWER WATER IN -LINE CLOSE COUPLED CTWP -02 2ND FLOOR MECH ROOM (C /1) COOLING TOWER WATER j IN -LINE CLOSE COUPLED B &G SERIES 80 1.5x1.5x9.5 B &G SERIES 100 40 5 3 55.0 5 3 1.0 1.0 1.0 HWCP -01 2ND FLOOR MUCH ROOM (B.5/1) DOMESTIC HW CIRCULATING IN -LINE CLOSE COUPLED HWCP -02 WH -02 (C/10) DOMESTIC HW CIRCULATING IN -LINE CLOSE COUPLED B &G SERIES 100 SP -01 MODEL CHECKOUT PIT (0.5/1.5) SANITARY SUMP PUMP PENGUIN P -1/6 HYDROMATIC OSP33 10 30 12 20 1.0 1.0 80 80 SP -02 UTILIDOR PIT (C.25/0) SANITARY SUMP PUMP REMARKS/ ACCESSORIES: FD-01 FD -02 FLOOR DRAIN ROUND ZURN ZN -415 -P 1/2 - 2 2 TRAP PRIMER 1. REFER TO VIBRATION ISOLATION SCHEDULE AND SPECIFICATIONS FOR MOUNTING REQUIREMENTS. 2. HIGH EFFICIENCY MOTOR 3. VFD COMPATIBLE MOTOR 4. FLOAT SWITCH 5. BRACKET MOUNT 6. CPVC RD -01 ROOF DRAIN ROUND ZURN Z- 100 -EA - - 4 - ORD -01 ROOF DRAIN OVERFLOW ZURN Z- 100- EA -R -C 4 EDF -01 ELECTRIC DRINKING FOUNTAIN WALL MOUNT ELKAY LISEA -8 -G 3/8 - 1 1/4 1 1/2 2 4 HANDICAP SH -01 SHOWER HEAD WALL MOUNT POWERS P905H -1 -7 1/2 1/2 2 HEAT EXCHANGER SCHEDULE REMARKS/ ACCESSORIES: 1. ZURN #ZR- 6000XL 5E':SOR FLUSH VALVE 2. ZURN #ZR 6CO3XLWS1 3. ISE SS 150 1 1/2 HP GARBAGE DISPOSAL 4. ELKAY DESIGN 2000 # LISEA 8 G, ADA COMPLIANT, 8.1 GPM, 1/5 H.P., 115 VAC, 1 PH, 60 HZ, 4.8 FIA EQUIP. NO. LOCATION (COL. LINE) SERVICE TYPE BASIS OF DESIGN MANUFACTURER & MODEL NUMBER TOTAL MBH PRIMARY HEATING MEDIA STEAM INPUT DATA SECONDARY FLUID WATER TEMP DATA SHIP WEIGHT LBS REMARKS/ ACCESSORIES PSIG PSIG F LB /HR GPM EWT F LWT F HEX -01 MECH PENTHOUSE (B.5/1) BLDG. HTG. WATER SHELL & TUBE B &G- SU163 -2 4,700 STEAM 15 250 5,000 HOT WATER 470 160 180 1,000 1 REMARKS/ ACCESSORIES: DOMESTIC WATER HEATER SCHEDULE I 1. EQUIPPED WITH MOUNTING LEGS. l� I� X " I SEPARATOR SCHEDULE AIR S N . v. EQUIP. OCATION! (COL LINE) SERVICE TYPE BASIS OF DESIGN MANUFACTURER & MODEL NUMBER CAPACITY Gpm DE SIGN PRES. PSIG TEMP F STAMP DIMENSIONS M SHIP WEIGHT LBS REMARKS/ ACCESSORIES DIA. IN H/L IN. EQUIP. NO LOCATION (COL. LINE) SERVICE TYPE BASIS OF DESIGN MANUFACTURER & MODEL NUMBER CAPACITY GALS. RECOVER RATE ELECTRIC DATA " "- GAL PER HR TEMP. RISE F ELE NO. STAMP REMARKS/ ACCESSORIES AS 01 MECH. ROOM (B 5/1) HW VERTICAL B. &' , G. R-5 500 150 5C ASME 16 36 300 WH -01 2nd FLOOR MECH. ROOM (B.5/1) DOMESTIC HW COMMERCIAL TANK ELECTRIC AO SMITH DSE -80 80 140 70.0 3 24 480/3/60 Ent 1, 2 3 REMARKS/ ACCESSORIES: WH -02 2nd FLOOR JAN. CLOSET (C /10) DOMESTIC HW UTILITY SINK COMMERCIAL TANK ELECTRIC INSTANTANEOUS ELEC AO SMITH DSE -80 EEMAX SP3208 80 - 140 - 70.0 41.0 3 1 24 3 480/3/60 208/3/60 EMI ® 1, 2, 3 4 1. STRAINER WH -03 MODEL FAB (A.5/7.5) WH -04 BAL CAL LAB (C /4) UTILTY SINK INSTANTANEOUS ELEC EEMAX SP3208 - - 41.0 1 3 208/3/60 MEI 4 WH -05 2nd FLOOR OFFICE (C.5/11.5) COUNTER SINK INSTANTANEOUS ELEC EEMAX EX65 - - 41.0 1 3 208/3/60 ® 4 REMARKS/ ACCESSORIES: STEP, 1. COMBINATION TEMPERATURE/ PRESSURE GAUGE 2. 125 PSI WORKING PRESSURE, ASME TANK CONSTRUCTION 3. CONTROLS: 120V CONTROL CIRCUIT TRANSFORMER, LOW WATER CUTOFF, THERMOSTAT HIGH. AND LOW PRESSURE LIMIT SWITCHES, IMMERSION RESET HIGH LIMITS, INDICATING/ PILOT LIGHTS 4. 0.5 GPM 0 TEMPERATURE RISE OF 41.0'F CONDENSATE RETURN UNIT SCHEDULE EQUIP N0, LOCATION (COL. LINE) SERVICE TYPE BASIS OF DESIGN MANUFACTURER & MODEL NUMBER RECEIVER CAPACITY GAL. COND FLOW LBS /HR MOTIVE FORCE BACK SHIP WEIGHT LBS REMARKS / ACCESSORIES FLUID PRES PSIG PRES PSIG CRU -01 MECH. ROOM (B.5/1) LOW PRESSURE STEAM PUMPING TRAP ARMSTRONG DPT -206RP 1 1/2 "x1 1/2" X 5,000 STEAM 125 15 2, 3, 4, 5, 6 REMARKS/ ACCESSORIES: 1. NOT USED 2. OUTLET LIFT CHECK VALVE 3. IN -LINE CHECK VALVE (STAINLESS STEEL) 4. REMOVABLE INSULATION JACKET 5. BRONZE GAUGE 6. CARBON STEEL VESSEL CONSTRUCTION WITH ASME SECTION VIII " U" STAMP I ' ' i 1 .' vi EXPANSION TANK SCHEDULE RECEIVES ISSUE FOR CONSTRUCTION ci oETURwan EQUIP. NO. LOCATION (COL. LINE) SERVICE TYPE BASIS OF DESIGN MANUFACTURER & MODEL NUMBER CAPACITY GALS. ACCEPTANCE VOLUME GALS. DIMENSIONS SHIP WEIGHT LBS REMARKS ACCESSORIES / CIA. IN. LEN. IN, MECH PENTHOUSE VERTICAL DDER -C ET -02 H 01 (B.5 /1) DOMESTICGHOTTWATER VERTICAL AMTROL ST -12 4.7 2.4 12 12 50 ET -03 WH -02 (C /10) DOMESTIC HOT WATER VERTICAL AMTROL ST -12 -C 4.7 2.4 12 12 50 NOV 2 9 1999 ia Harris Group Inc. PERMIT CENTER c-,t- p 1, SP� 98 -1420 ® SYM Rc.7SI0N BY APPROVED DATE SYM REVISION BY APPROVED DATE �o ��� ® �P F, (u 6 ; � , N C j o 4 A;�! r+ ACCEPTABILITY THIS DESIGN AND /OR r- SPECIFICATION IS APPROVED DRAWN c DATE 11.19.98 SUBTITLE EQUIPMENT. SCHEDULE CURRENT REVISION SYMBOL GATE P.TSCHERNEGA 4.20,99 1 ISSUE FOR 60% SUBMITTAL J #982191 -00 HGI /GDS 1.29.99 SHEET /A�•�s1/ D 1 I/ 1 f. ° €2 G. '' SPRAGUE 11.19.98 TITLE i '.BUILDING 2 -88 MECHANICAL MASTER PLANT 2 J ISSUE FOR PERMIT 982191 -00 ff HGI GJS / 3.17.99 APPROVED BY DEPT. DATE CHECKED A. CLARK 3.16.99 3 ISSUE FOR 95% SUBMITTAL J982191 - 00 HGI /GJS 4.5.99 JOB N0. 982191 - DO COMP NO. ° S IONAL P' A P,,ggR Eb /� 4,24./9 4 ISSUE FOR CONSTRUCTION J #982191 -00 HGI /GJS 4.23.99 DWG N0 2- 88 -M2D j� APPR / .1� ,,, 4.2.71, 30' -0" � 4 30' -0" 30' -0" 30' -0" 30' -0" 30' -0" 30' -0" 30' -0" 30' -0" v 30' -0" 30' -0" ® 02 Oa. -- �--- � Ilk rnr . ■al Ill Elm, - -- r... �- I — F 0 ® �.. I✓ Q PB o 1 E Q j�11I - 1.4 �I II Il L A M (0 J ROOF) maimmink ' I� i -�1 I ,u — , c I c A N 1 'NISI 1111111101 _ I 1 1 ' nom 1 r ii if — - ® ON ROOF) f —, �i�ch I, Y — I X t x r- - - -- --,- - - - -- i - -- 1 Y 1 � imosismaimme —,ss fil Mk . _ rl I II AIL i 011 I 1 �t .■ G I . - -- J I I® I I = / I I 2 �dll li It. rl "' 7 1 - ,I/� lay _ I ♦al — # _ - -- *mil Imo ins II • ' .r . 0 m it Mir Agek i I li AM AM AIM 1. w Ur N SY 2 3 4 5 ISSUE FOR PERMIT ISSUE FOR 30% SUBMITTAL ISSUE FOR 60% SUBMITTAL ISSUE FOR 95% SUBMITTAL ISSUE FOR CONSTRUCTION (TYP) REVISION 2) J #982191 -00 J 11982191 -00 J #982191 -00 J #982191 -00 J #982191 -00 BY HGI /GJS HGI /GJS HGI, /GJS -101 /035 HGI /GJS APPROVED DATE 12.2.98 1.29.99 3.17.99 4.5.99 4.23.99 SYM REVISION APPROVED DATE PLAN VIEW SCALE: 1/16".=.1'-0" Q�BOE /NG ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT, DATE DRAWN K. ELLIOTT CHECKED S. FRANKLIN MOWER G. SPRAGUE CHECKED G. FRANEK APF2 D A PROVER DATE 11.18.98 3.12.99 11.18.98 3.15.98 /26.99 4,zD,gS SUBTITLE IRE MECHANICAL MASTER 16' 8' SCALE: 11/16 " =1' - BUILDING 2 -88 COMPOSITE PLAN FIRST FLOOR DUCTWORK �P.lil-:.USIC HON 2 9 1999 PERMIT CENTER 16' 32' REFERENCE', DRAWINGS CONSTRUCTION NOTES PLANT 2 LEGEND GENERAL NOTES JOB NO: ISSUE FOR CONSTRUCTION CURRENT REVISION SHEET SYMBOL 1M3 I 982191 -00 98 -1420 DWG NO. 2 -88 -1M Harris Group Inc. DATE COMP NO. SYM 2 3 4 5 REVISION ISSUE FOR 30% SUBMITTAL ISSUE FOR 60% SUBMITTAL ISSUE FOR PERMIT ISSUE FOR 95% SUBMITTAL ISSUE FOR CONSTRUCTION 2i 11 30'—o" 30' -0" BY J #982191 -00 HGI /CJs J #982191 -00 HGI /GJS J #982191 -00 HGI /GJS J %982191 -00 HGI /GJS J #892191 -00 HGI /GJS APPROVED c) 30' -0" DATE 12.2.98 1.29.99 3.17.99 4.5.99 4.23.99 SY 30' -0" REVISION BY APPROVED 30' -0" DATE PLAN VIEW SCALE: 1/16 " =1' -0" 30' -0" �BOE / 30' -0" E %PIKES oval/ 30' -0" gill -LW. if * Isl gI ;M w — iiMMIMMe _ Y ,7 ® JIIIIIIII (ON ROOF) (ON ROOF) V2- ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION 1S APPROVED DEPT. 30' -0" DRAWN K. ELLIOTT 'NECKED S. FRANKLIN ENGINEER DATE 5, SPRAGUE CHECKED G. FRANEK AP, POVED DATE 11.12.98 3.12.99 11.12.98 3.15.99 y. 26. 66 SUBTITLE TITLE MECHANICAL MASTER 16' 8' RECEIVED CITY OF TUKWI;,A NVV NOV 2 9 1999 PERMIT G'ENTER PERMITCENTER 8' 16' 32' SCALE: 1/16 " =1' -0" COMPOSITE PLAN SECOND FLOOR DUCTWORK BUILDING 2 -88 LEGEND GENERAL NOTES REFERENCE DRAWINGS PLANT 2 CONSTRUCT! ®N NOTES ISSUE FOR CONSTRUCTION 508 NO. COMP N0. 982191 -00 DWG NO. 2- 88 -2M3 Harris Group Inc. 98 -1420 DATE 30' -0" 30' -0" T 30' -0" — 30' -0" 30' -0" 30' -0" 30' -0" 30' -0" 30' -0" 30' -0" 30' -0" 20' -8" 36x24 ELEVATOR CO' CO 220 FROM RESIN HOOD 3 M510 RMF4 4 ROOF DRAIN 300 FROM BAGHOIJSE UTIL SET FAN AND STACKHEAD —�� RMF J500 (TYP) BH -01 A (TYP EF 05, RMF4 M508 RMF4 M508 1 06,07,08) •� IL. o : 240 Ali �• 200 ROM 4'—. BOOT 04 • 120 VENT FROM OVEN I • i 2 "Vi R 0 I I: 7 IN -LINE 80 STACK r AX LFAN 280 ® 2 0 r =10' C? <2 >� n 04, -" :- E CHASE - 1 WS /HR'R COIL lNNECTIO ink S 380 DUCT STACK 1 X RMF4 M507 R OM PB -01 �_ r "VTR FLOW) — EF 11 RMF4i ✓523 II 1 0 2 ` % C = �� i 1 0 ® ®' Ala 4 "vTR o RM. F4 M501 - =Li � I r =Ell 1 1 El I -! I 36x24 -® CM NW EL.P./ • r VENT ® PIPE CHASE COVERS 4''VTR 1 1 /2 "HWS /HWR "CHWS PIPE CHASE FOR IWS /HWR' COIL CONNECTION � X ��I' �l = = a_� y I ® I RMF4 M500 a 0 2 1/2 /CHWR ® II 1 I® 6'' RELIEF FOR COIL CONNECTION „ THRU ROOF ' MF4 M523 ��I 2 "VFR ___II EE _. 10 3) i� 2 „�R ralk 4 RMF4 M5: C = = -� = RMF4 M501 2 ViR _ m _ 08 �JN. �V �DU M la UP Alelk ENT. Aft Mir ® BLAST FAN I B r 4 1 r; [:> <_7 (-I , LL III %I-JI• ell D I 200 160 EXH DUC VTR CHASE HWS /HWR CHWS /CHWR FEIR )IL CONNECTION ® STACK FROM SODICK RMF4 M5 T8 (TYP IH- RH -502 & IH -03 IH m 501 Fx ® EXHAUST 31, 8” RELIEF ® THRU ROOF lair DOWN:_ +_ AM b _ 1 b RMF4 M507?ENTHOUSE (TYP EF -01, & EF -02) 0 2 „ VTR RM ,M'23 • \ L-1 i Q RMF4 M500 0 lEci ) _____IN a CENT. FAN (TYP EF -0 13) 09,10,11 1 SYM 2 2 4 ISSUE FOR 30% SUBMITTAL ISSUE FOR 60% SUBMITTAL ISSUE FOR PERMIT ISSUE FOR 95% SUBMITTAL REVISION J #982191 -00 J #982191 -00 J#982191 -00 J #982191 -00 ISSUE FOR CONSTRUCTOR J #982191 -00 BY HGI /GJS HGI /GJS HGI /GJS HGI /GJS HGI /GJS APPROVED DATE 12.2.98 1.29.99 3.15:99 4.5.99 4.23.99 SY REVISION APPROVED DATE ) COMPOSITE ROOF PLAN N SCALE 1/16 " =1' -0” Z,L esrOE /NG in 9 6 1- b X ACCEPTABILITY. K. ELLIOTT 5815 DESIGN AND /OR CHECKED SPECIFICATION IS APPROVED S. .FRANKLIN. ENGINEER APPROVED BY DEPT. DATE 5, FRANEK CHECKED G. SPRAGUE AP V D APPROVE DATE 11.12.98 3.12.99 11.12.98 3.15.99 SUBTITLE TITLE MECHANICAL MASTER 16' BUILDING 2 -88 COL. A- D /1 -12 SCALE: 1/16"-1'-0" COMPOSITE PLAN ROOF MECANICAL SYSTEMS 16' RECENED CITY OF TUKWILA NOV 2 9 1999 PERMIT CENTER 32' LEGEND GENERAL_ NOTES L> RAIN CAP. REFERENCE ';DRAWINGS 2 -88 -MO LEGEND AND ABBREVIATIONS 2 -88 -M1 GENERAL NOTES 2- 88 -M2A EQUIPMENT SCHEDULE 2- 88 -M2B EQUIPMENT SCHEDULE 2- 88 -M2C EQUIPMENT SCHEDULE 2 88 M2D EQUIPMENT SCHEDULE 2-88-M310 SEQUENCES OF OPERATION AND THRU M325 AIRFLOW /CONTROL DIAGRAMS CONSTRUCTION NOTES PLANT 2 ISSUE FOR CONSTRUCTION CURRENT REVISION SHEET KEY PLAN scat: Rrs RFM4 JOB NO.' 982191 =00 SYMBOL 98 -1420 DMA No, 2- 88 -RFM4 Harris Group Inc. S COMP NO. SYM 2 3 4 5 ISSUE FOR 30% SUBMITTAL J #982191 -00 ISSUE FOR 60% SUBMITTAL ISSUE FOR PERMIT ISSUE FOR 95% SUBMITTAL ISSUE FOR CONSTRUCTION REVISION J #982191 00 J #982191 -00 4982191 -00 J #982191 -00 BY HGI /GJS HGI /SDF HGI /SDF HOI /SDF HGI /SDF APPROVED DATE 12.2.98 1.29.99 3.17.99 4.5.99 4.23.99 SYM REVISION APPROVED DATE e E %PIPES 05/31/ 01 9 6 ( 4 - COMPOSITE FIRST FLOOR PLAN SCALE 1/16 " =1 ' 0" N ACCEPTABILITY THIS DESIGN AND /OR ,SPECIFICATION IS APPROVED APPROVED BY DEP DATE S. FRANKLIN CHECKED P. TSCHERNEGA ENGIDOER G. FRANEK CHECKED G. SPRAGUE APP rV D APPR•VE) 11.20.98 4.20,99 11.20.98 3.15.99 L /26,8 SUBTITLE TITLE MECHANICAL MASTER 16' 8' 0 8' 16' 32' wiim SCALE: '1/16 " =1' -0 COMPOSITE PLAN FIRST FLOOR FIRE PROTECTION BUILDING 2 -88 COL. A- D/1 -12 LEGEND GENERAL NOTES E> PROVIDE WET SPRINKLER SYSTEM FOR ORDINARY HAZARD, PIPE S'HEDULE SPRINKLER DESIGN. RECEIVED CITY 01" TUKWIIA NOV 2 9 1999 PERMIT CENTER • PROVIDE WET PIPE SPRINKLER SYSTEM FOR PAINT BOOTH INCLUDING EXHAUST PLENUM, EXHAUST DUCT, AND BOTH SIDES OF DRY FILTERS. PROVIED OS &Y VALVE FOR CONTROL OF THE PAINT BOOTH SPRINKLERS. SPRINKLER SYSTEM SHALL CONFORM !TO NFPA 13, PROVISIONS FOR EXTRA HAZARD OCCUPANCY. SEE DUCT SPRINKLER INSTALLATION DETAIL /n \ PLANT 2 CURRENT SHEET • PROVIDE DRY SPRINKLER SYSTEM FOR EXTERIOR CANOPIES, DUST COLLECTION BAGHOUSES, MODEL CHECKOUT ROOM AND BOTH SIDES OF AHU FILTERS. 4. PROVIDE SPRINKLER PROTECTION UNDER ALL OBSTRUCTIONS OVER 4'-Q" WIDE. I.E. GRATING, HVAC DUCTS, EQUIPMENT, PIPE ;RACKS, ETC. 5. LOCATE SPRINKLER HEADS IN THE CENTER OF THE 2x4 ACOUSTICAL CEILING TILES. FOR THE SCORED ACOUSTICAL CEILING TILES, LOCATE THE SPRINKLER HEADS AT THE 1/3 POINT IN LENGTH. SEE THE ARCHITECTURAL REFLECTED CEILING PLANS FOR CEILING TYPES AND LOCATIONS. © CONNECT THE WET PIPE SPRINLER SYSTEM TO THE GRIND BOOTH SPRINKLER SYSTEM E> CONNECT TO BUILDING 100# AIR SYSTEM FOR SERVICE TO DRY PIPE SPRINKLER SYSTEM. REFERENCE DRAWINGS CONSTRUCTION NOTES C'.) ":\i"-("1: .1 1 .,.. KEY PLAN SCALE: MS 1M5IM560 ISSUE FOR CONSTRUCTION REVISIO SYMBOL 1M5 98 -1420 JOB NO. 982191 -00 DWG NO. 2 -88 -1M Harris Group Inc. DATE COMP NO. T T T T 350' -8" — — _ 30' -O" _ 30' -0" - 30' -0" — 30' -0" 30' -0" 30' -0" 30' -0" 30' -0" 30' -0" 30' -0" 30' -0' 20' -8" f CANOPY I ____> -DU /51 COLLECTION 01 BAG -I0USE /1•�_ __ _ _ham_ --- T - --... __ ' 1— I' ,-,/ FABRICATION 1 I I ir I ° ° 1111114 S(DRY) S i„.. - '- 1110111111r E> � GRIND BOOTH I 11A1 I - SHIPPING SHIPPING : -1 'I' 0 PAINT BOOTH n �- i �l P , —OTT1O h _ MEN'S SHOWER 111A9 I E2A8 I 11A8 L I 11A0 I CANOPY I I y —{� I MEN'S TOILET 12A0- x AISLE l i • \ ' , (NON- RATED) TEMP. CORRIDOR o WOMEN'S tf�1 �/ M660 1 3 LEADS 15B0, 1 0, IiI 1 �1 I SHOWER "F 1287 L15C1� 8 i S(DRY) �� -RN 7 3 I, II t I ' � Sok TOILET TOOL CRIB ELEVATOR 13C1 MEN'S SHOWER FIRE 11B6 EQUIPMENT SPRINK P RISER TEMPERATURE i 1 1 00 I 1' 112C11 I � WOMEN'S SHOWER RISE 1M5 M560 BELOW STAIR E - - I p II ' MEN'S kill Q�� r TOILET �' 1 11C10 ( ��1� MACHINE viACH S HOP DA TA \I 12B0 � -i 1 , ll o, = DATA ® 1 STuRAGE � CLOSET ■ ■�_, JANITOR SECOND FLO0' - ■ ,� r■ .,r ■Ir � ' _ I m 1111C101 1286 } 11X2 J CONTROL I' II 1380 FOYER — I S TO 1 0 I112C10 I , STAIRWELL I o VESTIBULE 1187 I 1480 I 114C11 BALANCE A ij iirt,_ - MECHANICAL ,Il I 1 L PIA 11C0 VESTIBULE CORRIDOR i1C4 I 11C2 I I, I© 1 A I CH ECKOUF S 12C1 o 0 , 110c101 119C10 J SHOP J OFFICE r — _ LUNCH 118C1 D I 17 h1 � Illr CONFERENCE 16C10 SYM 2 3 4 5 ISSUE FOR 30% SUBMITTAL J #982191 -00 ISSUE FOR 60% SUBMITTAL ISSUE FOR PERMIT ISSUE FOR 95% SUBMITTAL ISSUE FOR CONSTRUCTION REVISION J #982191 00 J #982191 -00 4982191 -00 J #982191 -00 BY HGI /GJS HGI /SDF HGI /SDF HOI /SDF HGI /SDF APPROVED DATE 12.2.98 1.29.99 3.17.99 4.5.99 4.23.99 SYM REVISION APPROVED DATE e E %PIPES 05/31/ 01 9 6 ( 4 - COMPOSITE FIRST FLOOR PLAN SCALE 1/16 " =1 ' 0" N ACCEPTABILITY THIS DESIGN AND /OR ,SPECIFICATION IS APPROVED APPROVED BY DEP DATE S. FRANKLIN CHECKED P. TSCHERNEGA ENGIDOER G. FRANEK CHECKED G. SPRAGUE APP rV D APPR•VE) 11.20.98 4.20,99 11.20.98 3.15.99 L /26,8 SUBTITLE TITLE MECHANICAL MASTER 16' 8' 0 8' 16' 32' wiim SCALE: '1/16 " =1' -0 COMPOSITE PLAN FIRST FLOOR FIRE PROTECTION BUILDING 2 -88 COL. A- D/1 -12 LEGEND GENERAL NOTES E> PROVIDE WET SPRINKLER SYSTEM FOR ORDINARY HAZARD, PIPE S'HEDULE SPRINKLER DESIGN. RECEIVED CITY 01" TUKWIIA NOV 2 9 1999 PERMIT CENTER • PROVIDE WET PIPE SPRINKLER SYSTEM FOR PAINT BOOTH INCLUDING EXHAUST PLENUM, EXHAUST DUCT, AND BOTH SIDES OF DRY FILTERS. PROVIED OS &Y VALVE FOR CONTROL OF THE PAINT BOOTH SPRINKLERS. SPRINKLER SYSTEM SHALL CONFORM !TO NFPA 13, PROVISIONS FOR EXTRA HAZARD OCCUPANCY. SEE DUCT SPRINKLER INSTALLATION DETAIL /n \ PLANT 2 CURRENT SHEET • PROVIDE DRY SPRINKLER SYSTEM FOR EXTERIOR CANOPIES, DUST COLLECTION BAGHOUSES, MODEL CHECKOUT ROOM AND BOTH SIDES OF AHU FILTERS. 4. PROVIDE SPRINKLER PROTECTION UNDER ALL OBSTRUCTIONS OVER 4'-Q" WIDE. I.E. GRATING, HVAC DUCTS, EQUIPMENT, PIPE ;RACKS, ETC. 5. LOCATE SPRINKLER HEADS IN THE CENTER OF THE 2x4 ACOUSTICAL CEILING TILES. FOR THE SCORED ACOUSTICAL CEILING TILES, LOCATE THE SPRINKLER HEADS AT THE 1/3 POINT IN LENGTH. SEE THE ARCHITECTURAL REFLECTED CEILING PLANS FOR CEILING TYPES AND LOCATIONS. © CONNECT THE WET PIPE SPRINLER SYSTEM TO THE GRIND BOOTH SPRINKLER SYSTEM E> CONNECT TO BUILDING 100# AIR SYSTEM FOR SERVICE TO DRY PIPE SPRINKLER SYSTEM. REFERENCE DRAWINGS CONSTRUCTION NOTES C'.) ":\i"-("1: .1 1 .,.. KEY PLAN SCALE: MS 1M5IM560 ISSUE FOR CONSTRUCTION REVISIO SYMBOL 1M5 98 -1420 JOB NO. 982191 -00 DWG NO. 2 -88 -1M Harris Group Inc. DATE COMP NO. SYM 2 3 ISSUED FOR PERMIT ISSUE FOR 952 SUBMITTAL ISSUE FOR CONSTRUCTION REASIO J #982191 -00 J #982191 -00 J #982191 -00 BY HGI /GJS HGI /SDF HGI /SDF APPROVED DATE 3.17.99 4.5.99 4.23.99 SYM REVISION APPROVED DATE Z 2 M g/ D e2A-0 ACCEPTABILITY S . FR ANKLIN DA 3 .5.99 THIS DESIGN AND /OR p TSCHERNEGA 4.20,99 SPECIFICATION IS APPROVED GIN ER APPROVED BY DEPT. DATE G. FRANEK 3.5.99 CHECKED G. SPRAGUE 3.15.99 SUBTITLE MECHANICAL MASTER 16' 8 0 SCALE: 1/16''=1' -0" COMPOSITE PLAN MEZZANINE FIRE PROTECTION BUILDING 2 -88 COL. A- D/1 -12 1 • PROVIDE WET SPRINKLER SYSTEM FOR ORDINARY HAZARD, PIPE SCHEDULE SPRINKLER DESIGN. _. NOT UTYD 3I PROVIDE DRY SPRINKLER SYSTEM TO PROTECT BOTH SIDES OF AHU FILTERS. 4. PROVIDE SPRINKLER PROTECTION UNDER ALL OBSTRUCTIONS OVER 4' -0" „WIDE. I.E. GRATING, HVAC DUCTS, EQUIPMENT, PIPE RACKS, ETC. RECEIVED CITY OF IUKWILA NOV 2 9 1999 PERMIT CENTER 16' 32' REFERENCE 'DRAWINGS CONSTRUCTION NOTES PLANT 2 LEGEND GENERAL NOTES KEY PLAN scut: ms CURRENT REVISION JOB NO. ISSUE FOR Harris Group Inc. SYMBOL. SHEET M 1 M 5 982191 -00 98 -1420 DWG NO. 2- 88 -M1M5 DATE COMP NO. 30' -0" 30' -0' 30' -0" 30' -0" 30' -0" 30' -0" T 30' -0" 30' -0" -r 30' -0" 30' -0" - 30' -0" - 20' -8" - AL ELECTRICM4A0 7 I Io - - - - -�— - � 11r' r M1A01 DATA / o O COR OROR n l �,. M2A0 ELEV. EQUIP. � IfIi11111D1111, I M3A0 I I M4A0 I TE CORRIDOR I '. Ii , il - + I � min FUTURE TOILETS 1 r � M180 `L STAIRWELL w M 1 BO r - _> LIM ir o is..in_ MIMI" ®��Il'i CAL SYM 2 3 ISSUED FOR PERMIT ISSUE FOR 952 SUBMITTAL ISSUE FOR CONSTRUCTION REASIO J #982191 -00 J #982191 -00 J #982191 -00 BY HGI /GJS HGI /SDF HGI /SDF APPROVED DATE 3.17.99 4.5.99 4.23.99 SYM REVISION APPROVED DATE Z 2 M g/ D e2A-0 ACCEPTABILITY S . FR ANKLIN DA 3 .5.99 THIS DESIGN AND /OR p TSCHERNEGA 4.20,99 SPECIFICATION IS APPROVED GIN ER APPROVED BY DEPT. DATE G. FRANEK 3.5.99 CHECKED G. SPRAGUE 3.15.99 SUBTITLE MECHANICAL MASTER 16' 8 0 SCALE: 1/16''=1' -0" COMPOSITE PLAN MEZZANINE FIRE PROTECTION BUILDING 2 -88 COL. A- D/1 -12 1 • PROVIDE WET SPRINKLER SYSTEM FOR ORDINARY HAZARD, PIPE SCHEDULE SPRINKLER DESIGN. _. NOT UTYD 3I PROVIDE DRY SPRINKLER SYSTEM TO PROTECT BOTH SIDES OF AHU FILTERS. 4. PROVIDE SPRINKLER PROTECTION UNDER ALL OBSTRUCTIONS OVER 4' -0" „WIDE. I.E. GRATING, HVAC DUCTS, EQUIPMENT, PIPE RACKS, ETC. RECEIVED CITY OF IUKWILA NOV 2 9 1999 PERMIT CENTER 16' 32' REFERENCE 'DRAWINGS CONSTRUCTION NOTES PLANT 2 LEGEND GENERAL NOTES KEY PLAN scut: ms CURRENT REVISION JOB NO. ISSUE FOR Harris Group Inc. SYMBOL. SHEET M 1 M 5 982191 -00 98 -1420 DWG NO. 2- 88 -M1M5 DATE COMP NO. 30'-0" 30' -0" 30' - 30' -0" 30' -0" T ,- 30' -0" 30' -0" 30' -0" 30' -0" - 30' -0" - 30' -0" — -- 20' - -8" F ■ — libL HAv' ? " I iCL•i�l JA ITOR OPEN OFFICE OMM. tOMM. OPEN OFFICES 26B4 I 23B4 21B4 EMI Mil r S =�.rr ® WO TtI ] . ECHANICA _ ® e I WOMEN'S TOILET WORK 24B4 B ATA M - 1 2180 1" 11 M. / r 23C101 DATA ARCH : : ■ ® 2186 all ELEVATOR r I ,� 1 _— ' �i `� AREA I , k ; _ o LOBBY MEN'S Ir I CONF. CUSTO ©�B4 ER illiMIII 21C11 CONFERENCE ST LL TOIL PLOTT'R 21C10 1 122C4 I EMI �I 2280 I - o O ONFERENCE I J NITOR OFFICES 1 OFFICE 2X17 I—, CO 1 EE A i -A ■ \ -IIRD LEVEL y MANAGER C10 i C: � 23C11 � 124C11 I +.0001 SYM 2 3 4 5 ISSUE FOR 30% SUBMITTAL ISSUE FOR 60% SUBMITTAL ISSUE FOR PERMIT ISSUE FOR 95% SUBMITTAL ISSUE FOR CONSTRUCTION REVISION J #982191 -00 4982191-00 J #982191 -00 J #982191 -00 J #982191 -00 ay HGI /GJS HGI /GJS HGI /GJS HGI /GJS HGI /SDF APPROVED DATE 12.2.98 1.29.99 3.17.99 4.5.99 4.23.99 SAM REVISION APPROVED DATE COMPOSITE SECOND FLOOR PLAN N SCALE: 1/16 ° =1 Z D2A- ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DEPT. DATE DRAWN S. FRANKLIN CHECKED P. TSCHERNEGA ENGINEER G. FRANEK CHECKED G. SPRAGUE APJ� RAVED A /�y P DATE 1 1.20.98 4.20.99 11.20.98 3.15.99 `i id. 99 4 ,z-1,z6 SUBTITLE TITLE MECHANICAL MASTER 16' 8' SCALE: 11 /16 " =1' -0 16 COMPOSITE PLAN SECOND FLOOR FIRE PROTECTION BUILDING 2 -88 CiT4;ri'.� , YUkWlin Otfili 2 9 1999 ,.MIT CENTER COL. A- D/1 -12 PLANT 2 LEGEND GENERAL NOTES E> PROVIDE WET SPRINKLER SYSTEM FOR ORDINARY HAZARD, PIPE SCHEDULE SPRINKLER DESIGN. 2. LOCATE SPRINKLER F C`, /S IN THE CENTER OF THE 2x4 ACOUSTICAL CEILING TILES. FOR THE SCORED ACOUSTICAL CEILING TILES, LOCATE THE SPRINKLER HEADS AT THE 1/3 POINT IN LENGTH. SEE THE ARCHITECTURAL REFLECTED CEILING PLANS FOR CEILING TYPES AND LOCATIONS. 32' PROVIDE SPRINKLER PROTECTION UNDER ALL OBSTRUCTIONS OVER 4'-0" WIDE. I.E. GRATING, I-IVAC DUCTS, EQUIPMENT, PIPE RACKS, ETC. REFERENCE DRAWINGS CONSTRUCTION NOTES DWG N0, KEY PLAN Scut: NIS ISSUE FOR CONSTRUCTION Harris Group Inc. 98 -1420 2- 88 -2M5 v 30' -0 -T- 30' -0" 3O - 1' 30' - -0" 30' -0" 30' -0" 30' -0" 30' -0" 30' -0" 30' -0" 1 L?__> O EXHAUST DUCT —1 1 - 1 T 1 � � � II = T L 0 N f ' E L_I= C ET L _ _=L _AI-1 I a j I �' o ■ 1\%i NIA lil = 111 1 Q i� c- -� AHU 03 I I 0 0 = o= noo= L ® ft� =0 == o= oo - cl I r 0 0 No 1 °1 SYM 2 3 4 5 ISSUE FOR 30% SUBMITTAL ISSUE FOR 60% SUBMITTAL ISSUE FOR PERMIT ISSUE FOR 95% SUBMITTAL ISSUE FOR CONSTRUCTION REVISION J #982191 -0C J #982191 -00 J #982191 -00 J #982191 -00 J #982191 -00 BY HGI /GJS HGI /GJS HGI /GJS HGI /GJS HGI /GJS APPROVED DATE 12.2.98 1.29.99 3.17.99 4.5.99 4.23.99 SYM (6) REVISION APPROVED DATE N COMPOSITE ROOF PLAN SCALE: 1 /16 " =1' -0" e ) i___Arzw - ArAw. ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN S. FRANKLIN CHECKED P. TSCHERNEGA ENGINEER G. FRANEK CHECKED G. SPRAGUE APPJ APP P ROVE0 C-,,, DATE 11.12.98 4.20.99 11.12.98 3.15.99 a/, 2 6.99 4L9 .49 SUBTITLE TITLE MECHANICAL MASTER 0 16 8' 0 8' 16' SCALE: 1'./16 " =1' -0" COMPOSITE PLAN ROOF FIRE PROTECTION BUILDING 2 -88 GENERAL_ NOTES E> PROVIDE DRY SPRINKLER SYSTEM TO PROTECT BOTH SIDES OF AHU FILTERS. En PROVIDE DRY PJULT' SPRINKLERS FOR EXHAUST DUCTWORK FROM PAINT BOOTH PER NFPA 13 REQUIREMENTS. SEE INSTALLATION DETAIL RECEIVED CITY OF TUK'NILA NOV 2 9 1999 PERMIT CENTER 32' COL. A— D/1 -12 PLANT 2 LEGEND REFERENCE DRAWINGS CONSTRUCTION NOTES CU RE SHEEP KEY PLAN sm. ws ISSUE FOR CONSTRUCTION REVISIO 982191 -00 Harris Group Inc. 98 -1420 BOL RFM5 DWG NO. 2-88-RFM5 0 DATE REM5IM560 COMP NO. AHU -04 SD -03 184 1725 CFM 180 SD -03 180 1725 CFM DIFFUSER MODEL FABRICATION 11A1 C `I 180 ✓� SD -03 VD 180 1725 CFM ZEN'S TOILET L12A0 1 18/18 3 Wow TEMP. CORRIDOR (NON- RATED) 15A0 180 T ` 180 TG -O 18/1 (TYP 2 ) SD -03 180 1725 CFM STORAGE SAR DOD 1M101M507 1M10 M507 TG -01 12/12 SD -04 8/8 250 CFM AHU -03 STAIRWELL F14B0 SD -02 12/12 18/12 TROL MODEL CHECK OUT 12C1 I DATA (24/24) (96/60). (96/60) 16/16 ', BELOW RG -02 24/16 RA r CE CALIBRATION LAB 96/60 96/60 27' -0" MEN'S SHOWER 11AO' j 15' -7 1/2" 1M10 M508 (TYP) VD 33 -0" 15' -7 1/2" SD -03 180 1725 CFM 27' -6" SD -03 SD -03 VD 180 180 1725 CFM 1725 CFM 1801 VD SD -03 180 1725 GEM 27' -6" 19' -6" 8' -0" 8 -0" 16' -0" 1 ICI 180 SD -03 VD 180 1725 CFM SD -03 VD 180 1725 CFM MATCHLINE FOR CONTINUATION SEE 1M11 PARTIAL PLAN WOMEN S SHOWER✓ F128 SD-OS 180 1725 CFM SD -03 180 1725 CFM ( 3'- 6" 27' -0" 30' -0" EXHAUST 30' -0" �1 gn z� -a S ( ") 1(4-1 1XC7 )5 IU x .2 1 ?WI N!/ // 16/16 INTAKE LOUVER SA (90/90) T)) 1M10 M503 MODEL CHECKOUT / 1M10 M504 00 N 0.9 CIT O°F TIZLA NOV 2 9 1999 LEGEND GENERAL NOTES [ 16/16 AUTOMATIC MOTORIZED DAMPER. RG @ 12" AFF. TRANSFER AIR SL W /1" INTERNAL DUCT LINER. C ALL DUCTWORK SHALL BE PROVIDED WITH SEISMIC RESTRAINTS IN ACCORDANCE WITH SEISMIC HAZARD LEVEL (SHL) "A OF THE SEISMIC RESTRAINT MANUAL - GUIDLINES FOR MECHANICAL SYSTEMS DATED 1998, AS PUBLISHED BY SMACNA AND LOCAL CODES. REFERENCE DRAWINGS 2 -88 -MO 2 -88 -M1 2- 88 -M2A 2- 88 -M2B 2- 88 -M2C 2- 88 -M2D 2- 88 -M310 THRU M326 CONSTRUCTION NOTES K F' rns LAN 0 ISSUE FOR CONSTRUCTION LEGEND AND ABBREVIATIONS GENERAL NOTES EQUIPMENT SCHEDULE EQUIPMENT SCHEDULE EQUIPMENT SCHEDULE EQUIPMENT SCHEDULE SEQUENCES OF OPERATION AND AIRFLOW /CONTROL DIAGRAMS 0 0 0 0 0 1M11 MI m SCALE: 1/8"--1'-0" IN v. J . SPA 9 8' 4' 0 4' 8' PERMIT CENT[ R I 6 Harris Group Inc. 98 -1420 SCALE 1/8 " =1' SYM REVISION BY APPROVED DATE SYM REVISION DY APPROVED DATE ® G �QE,� • Q' Y� '�PF' '1 � : C < , C V � � � I 'ACCEPTABILITY THIS DESIGN AND /OR SPECIFlPROVED CATIBY DN IS APPROVED DRAWN K ELLIOTT BATE 11.12:98 SUBTITLE T DUC I WORK CURRENT REVISION SYMBOL DATE 1 ISSUED FOR 309, SUBMITTAL J#982191-00 HGI /GJS 12.2.98 CHECKED S. FRANKLIN 4.20,99 SHEET J r , / 0 ' I \ �/ / ,� , I 2 ISSUED FOR RAC SUBMITTAL J#982191-00 GI GJS H/ 1.29 99 AP F o A DEPT. DATE A , APRR GUE 11.12.98 TITLE MECHANICAL MASTER BUILDING 2 -88 COL. A -D/1 -4 PLANT 2 3 ISSUE FOR PERMIT J4982191 -00 HGI /GJS 3.17.99 - Y6 Lr w3 a& CHECK A G. K 3.'6.99 4 ISSUE FOR 95% SUBMITTAL J #982191 -00 HGI /GJS 4.5.99 / E ci f JOB N0, 982191 DD COMP NO, 5 ISSUE FOR CONSTRUCTION J$982191 -00 HGI /GJS 4.23.99 ` •1 A 4,2: °wG WA. 2- 88 -1M10 AHU -04 SD -03 184 1725 CFM 180 SD -03 180 1725 CFM DIFFUSER MODEL FABRICATION 11A1 C `I 180 ✓� SD -03 VD 180 1725 CFM ZEN'S TOILET L12A0 1 18/18 3 Wow TEMP. CORRIDOR (NON- RATED) 15A0 180 T ` 180 TG -O 18/1 (TYP 2 ) SD -03 180 1725 CFM STORAGE SAR DOD 1M101M507 1M10 M507 TG -01 12/12 SD -04 8/8 250 CFM AHU -03 STAIRWELL F14B0 SD -02 12/12 18/12 TROL MODEL CHECK OUT 12C1 I DATA (24/24) (96/60). (96/60) 16/16 ', BELOW RG -02 24/16 RA r CE CALIBRATION LAB 96/60 96/60 27' -0" MEN'S SHOWER 11AO' j 15' -7 1/2" 1M10 M508 (TYP) VD 33 -0" 15' -7 1/2" SD -03 180 1725 CFM 27' -6" SD -03 SD -03 VD 180 180 1725 CFM 1725 CFM 1801 VD SD -03 180 1725 GEM 27' -6" 19' -6" 8' -0" 8 -0" 16' -0" 1 ICI 180 SD -03 VD 180 1725 CFM SD -03 VD 180 1725 CFM MATCHLINE FOR CONTINUATION SEE 1M11 PARTIAL PLAN WOMEN S SHOWER✓ F128 SD-OS 180 1725 CFM SD -03 180 1725 CFM ( 3'- 6" 27' -0" 30' -0" EXHAUST 30' -0" �1 gn z� -a S ( ") 1(4-1 1XC7 )5 IU x .2 1 ?WI N!/ // 16/16 INTAKE LOUVER SA (90/90) T)) 1M10 M503 MODEL CHECKOUT / 1M10 M504 00 N 0.9 CIT O°F TIZLA NOV 2 9 1999 LEGEND GENERAL NOTES [ 16/16 AUTOMATIC MOTORIZED DAMPER. RG @ 12" AFF. TRANSFER AIR SL W /1" INTERNAL DUCT LINER. C ALL DUCTWORK SHALL BE PROVIDED WITH SEISMIC RESTRAINTS IN ACCORDANCE WITH SEISMIC HAZARD LEVEL (SHL) "A OF THE SEISMIC RESTRAINT MANUAL - GUIDLINES FOR MECHANICAL SYSTEMS DATED 1998, AS PUBLISHED BY SMACNA AND LOCAL CODES. REFERENCE DRAWINGS 2 -88 -MO 2 -88 -M1 2- 88 -M2A 2- 88 -M2B 2- 88 -M2C 2- 88 -M2D 2- 88 -M310 THRU M326 CONSTRUCTION NOTES K F' rns LAN 0 ISSUE FOR CONSTRUCTION LEGEND AND ABBREVIATIONS GENERAL NOTES EQUIPMENT SCHEDULE EQUIPMENT SCHEDULE EQUIPMENT SCHEDULE EQUIPMENT SCHEDULE SEQUENCES OF OPERATION AND AIRFLOW /CONTROL DIAGRAMS 0 0 0 0 0 1M11 MI m SYM RE VISION BY APPROVED DATE SYM REVISION BY APPROVED DATE `/ ig r,�d0 ® 0:1--- ®�') O rrP 4 x I �o R S SfoNAt. Ail.�� /' �� ` {� ; ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DRAWN K. ELLIOTT DATE 11.12.98 SUBTITLE TIT MECHANICAL MASTER I . DUCTWORF. p DI I l\ NG 2-88 COL. A - D 4 - 8 / PLANT 2 CURRENT REVISION SYMBOL DATE 1 ISSUED FOR 30% SUBMITTAL J #982191 -00 HGI /GJS 12.02.98 c KED FRANKLIN 4.20.99 11.12.98 1 iA \ /A1 1 1 Y 1 1 1 2 ISSUED FOR 60% SUBMITTAL J #982191 -00 HGI /GJS 1.29.99 .R ' APPROVED BY DEPT, DATE SHEET G. SPRAGUE 3 ISSUE FOR PERMIT J #982191 -00 HG GJS 3.77.99 G H E FRAN EK 3.16.98 4 ISSUE FOR 95% SUBMITTAL J #982191 -00 GI H GJS / 'I-V 99 A RO.EO j982191 i...., AP • / C. \M � ' 1 /;26, II k2 - �..q5 JOB N0: COMP N0. - 00 5 ISSUE FOR CONSTRUCTION J#982191 HGI /GJS 4.23.99. Ex PIeES os/aV ' DWG No. 'r' 2 88 - 1M11 DIFFUSER 1M11 M508 (Tv) 1M111M511 DUST 1 COLLECTION 40 "x24 300 TO EF -06 ON ROOF AHU -04 380 DUCT UP TO EF -04 (SEE RFM4) 380 ROM 02t — MSS WOOD SHOP SD -03 1 180 E _ 1725 CFM 108/24 220 DUCT UP TO EF -07 (SEE RFM4) 120 VENT UP THRU ROOF (SEE RFM4) 120 VENT FROM OVEN RESIN HOOD PAINT BOOTH 1M11 M512 SD -03 180 1325 I'M MODEL 1M1i- 1 (SEE RFM4) C SD -03 r 180 1725 CFO 1M11 M511 ' 180 1 '3 , 1 08/26 24/42 OPNG (TYP 4) /AHU -03 SD -03 VD VD SD -03 SD -03 VD 180 180 180 1725 CFM 1725 CFM 1725 CFM SD -03 180 1725 CFM SD -03 180 1725 CFM 33/48. OPNG (TYP 4) SD -03', 180 1725 CFM TOOL CRIB I 1186 I SD -02 8/8 250 CFM AHU -03 36/24 1725 CFM 180 SD -03 MACHINE TEMPERATURE CONTROL 5D -01 180 1215 CFM 1 . 8/20 RA 32/18 36/30 1725 OEM VD VD 1725 CFM 180 180 SD -03 SD -03 RG -02 30/24 4 ACCESSORY CRIB RG -02 1725 CFM 180 SD -03 26/12 DN 48/12 DN 1M11 M503 1M., M510 I I LADDER AND SAFETY CAGE 1M11 M510 200 FROM 4W:W RR s0 1 WELD BOOTH LINE OF BLDG 2 -126 ACCESS DOORS D. 11A8 3 MSS #JNPDO 60' -O" l 48/220 SD -03 180 1325 CFM A4U -04 SD -03 180 1725 C 55' -0" MATCHLINE FOR CONTINUATION SEE 1M10 (SEE RFM4) PARTIAL PLAN SCALE: 1/8 160 DUCT UP TO EF -08 — 90/18 5' -6" (MIN) A l% 1M11 M501 EXH 148 MATCHLINE FOR CONTINUATION SEE 1M12 60' -0" n 6 1+ V Lv l }4di /// izs 30' -0" 1M11 M503 8' 4' SCALE: 1/8 " =1' -0 " RECEIVED CITY OF TUKWILq NOV 2 9 1999 PERMIT CENTER I' 16' LEGEND GENERAL NOTES r 1/2 "x1/2" GALVANIZED STEEL WIRE MESH. > 825 CFM, 10" EXH VENT, MSS# EDM003 SOiDI0 MARI<''VII. 13 > 1200 CFM, 12" EXH VENT, MSS# EDM005 50010K RAM. ,> NG © 12" AFF. PROVIDE ACCESS DOOR ADJACENT TO EACH DUCT MOUNTED SPRINKLER HEAD. 6. ALL DUCTWORK SHALL BE PROVIDED WITH SEISMIC RESTRAINTS IN ACCORDANCE WITH SEISMIC HAZARD LEVEL (SHL) "A" OF THE SEISMIC RESTRAINT MANUAL— GUIDLINES' FOR MECHANICAL SYSTEMS DATED 1998, AS PUBLISHED BY SMACNA AND LOCAL CODES. 'REFERENCE DRAWINGS 2 -88 —M0 LEGEND AND ABBREVIATIONS 2 -88 —M1 GENERAL NOTES 2- 88 —M2A EQUIPMENT SCHEDULE 2- 88 —M2B EQUIPMENT SCHEDULE 2- 88 —M2C EQUIPMENT SCHEDULE 2- 88 —M2D EQUIPMENT SCHEDULE 2- 88 —M310 SEQUENCES OF OPERATION AND THRU M326 AIRFLOW /CONTROL DIAGRAMS CONSTRUCTION NOTES D' EXHAUST DUCTWORK TO BE ROUTED AT 8' -4" AFF. 0 0 0 0 0 KEY PLAN scLE Rrs N ISSUE FOR CONSTRUCTION Harris Group Inc. 98 -1420 SYM REVISION BY APPROVED DATE SAM REVISION BY APPROVED DATE � o f ( IA E: ® "' � P �� 'TC n y i I ' p � � e FF,PrRc - " 1 0PIAL ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED K. EL 'L� , DRAWN LIOTT 1. DATE12.98 , SUBTITLE pp DUCTWORK CURRENT REVISION SYM801. DATE t ISSUED FOR 30% SUBMITTAL 982 ?91 - 00 Fici/us / 12.02.98 CHECKED S. FRANKLIN 4.23.99 SHEET 11 A q 11 \Y /� I L 2 ISSUED FOR 60% SUBMITTAL J # 982191 -00 HGI GJS / 1.29. APPROVED BY DEPT. DATE ENGINEER G. SPRAGUE 11.12.98 TITLE MECHANICAL MASTER ^{ [�1� tx�7 BUI�DINV � COL. A— D/8 -12 PLANT 2 3 ISSUE FOR PERMIT 4982191-00 HGI /GJS 3.17.99 CHECKED G. FRANEK 3.76.99 4 ISSUE FOR 95% SUBMITTAL J #982191 - 00 HGI /GJS 4.5.99 APp�tOVED /G / IV - L - c JOB N0. 982191 - 00 COMP N0. 5 ISSUE FOR CONSTRUCTION J #982191 -00 HGI /GJS 4.23.99 IEkPHES DslJU —_J Pl. O D q A,,L1.9y DWG No. 2- 8g -1M12 SD -03 180 1325 CFM — TG -01 30/Y2 SD -03 180 1325 CFM DOD 1OP 1A8 I MSS #SAW016 SHIPPING & RECEIVING 12A8 RG -01 24/24 (TYP OF 20/12 r R— fie 41,11 104 18/ OP G � MSS #JNP002 SD -05 10/10 375 CFM (TYR 4) MSS #BAS033 MS S # MSS #SND009 15010 TOILET EG -01, 6 125 CFM VD 8 4 14 (NP 2 ) 12 14 t � �� e 1 18/10 SD -02 8/8 80 250 CFM VD 112/14 UP OFFICE F17C17)1 8 0' 84 SD 02 VD VD SD -02 8/8 8/8 250 CFM 250 CFM' OFF 1 SD -02 10/10 400 CFM SD -02 8/8 125 CFM 80V ■180 CORRIDOR VD SD 02 VESTIBULE 20/14 12/12, UP 450 CFM (TYP 2) I113C10I SD -03 180 1725 CFM SD -03 180 1725 CFM 400 CFM (TYP OF ',3) CD AHU -03 INAL 1M12 M508 (EP) 12/14 SD -02 500 CFM (TYP OF 2) RG -01 (TYP) DUST COLLECTION 1M12 M510 OA 40/12 INTAKE LOUVERS 30' -0" 60' -0" VD 120 5D -03 180 1325 GEM 00 SD -03 180 1325 CFM TG -01 SD -03 184 1325 CFE1 C_O 000 SD -03 180 1725 CFM VD VD SD -03 180 1725 CFM III 180 VD MACHINE SHOP I 1187 VD 55' -0" PARTIAL PLAN SCALE: 1/8 " -1' 0" SD -03 180 1725 CFM SD -03 180 1725 GEM MEN'S SHOWER 12C10 I SPRINKLER RISER WOMEN'S SHOWER ELEVATOR EQUIPMENT 12C11 BELOW STAIR r 1 L_ 5' -6" (MIN) MATCHLINE FOR CONTINUATION SEE 1M11 SD -06 36 "/6 SLOT 500 GEM TYP 2) APPROX EL 28' -0" AFF) 380 SD -03 180 1725 CFM SD-03 184 OEM qq 4O KAY SD -06 36"/6 SLOT 375 CFM TYP 2) APPROX EL 12' -0" AFF) 60' -0" VD 30' -0" SCALE: 1/8"=1'-0" RECFIVEp CIT' OF TUKWILA NOV 2 9 1999 PERMIT CENTER 16' LEGEND GENERAL NOTES E> E> BUCKHEAD TEE W /TURNING VANES. ATTACH ADAPTER BOX TO DIFFUSERS. PROVIDE W /1" INSULATION AND SIDE DUCT CONNECTION. PARALLEL BLADE AUTOMATIC DAMPER W /PNEUMATIC ACTUATOR. ® 1" INTERNAL LINER IN DUCT. L PRE5Su«E TRANSMITTER FOR AHU -01 LOCATED IN SUPPLY DUCT. T> MITERED 90' ELBOW W /TURNING VANES. 7. ALL DUCTWORK SHALL BE PROVIDED WITH SEISMIC RESTRAINTS IN ACCORDANCE WITH SEISMIC HAZARD LEVEL (SHL) "A" OF THE SEISMIC RESTRAINT MANUAL — GUIDLINES FOR MECHANICAL SYSTEMS DATED 1998, AS PUBLISHED BY SMACNA AND LOCAL CODES. REFERENCE DRAWINGS 2 -88 —MO 2 -88 —M1 2- 88 —M2A 2- 88 —M2B 2- 88 —M2C 2- 88 —M2D 2- 88 —M310 THRU M326 CONSTRUCTION NOTES LOCATE ABOVE DOOR SILL. LEGEND AND ABBREVIATIONS GENERAL NOTES EQUIPMENT SCHEDULE EQUIPMENT SCHEDULE EQUIPMENT SCHEDULE EQUIPMENT SCHEDULE SEQUENCES OF OPERATION AND AIRFLOW /CONTROL DIAGRAMS KEY PLAN MLLE: WS ISSUE FOR CONSTRUCTION Harris Group Inc. 98 -1420 0 SYM 2 3 4 ISSUE FOR 60% SUBMITTAL ISSUE FOR PERMIT ISSUE FOR 95% SUBMITTAL ISSUE FOR CONSTRUCTION REUSION J4982191 -00 J4982191 -00 J4982191 -00 JN982191 -00 BY HGI /035 H5I /010 HGI /GJS HGI /GJS 30' -0" (SEE RFM4) (SEE RFM4) DATA M2A0 ELEVATOR EQUIPMENT ELEVATOR FUTURE TOILETS 20/20 14/14 (CAPPED FOR FUTURE) SA 60/24 36/301 STAIRWELL { M2BO I ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE APPROVED 4 " VTR SEE M451 (SEE RFM4) 13.5/1 EXH 0 (TYP 3) DATE 1.29.99 3.17.99 4.5.99 4.23.99 5 G SYM TEMPORARY CORRIDOR M4A0 ELECTRICAL M1 AO TG -0 24/12 12" AFF 30' -0" TG -01 24/18 12" AFF REVISION TG — E4- 24/12 12" AFF 27' -6" • SCALE: 1/8 " =1' -0" EL. 11' -5" APPROVED DATE 27' -6" 16/i DN PARTIAL MEZZANINE PLAN DN 12/18 lJ e % 9 v ■ 2 C EA 48/30 72/18 / � P TO RH- 5021M1 03 II RMF4) 48/30 � i 30/48 wo C O A 48/3C -, /� (S FROM ) 501 (SEE RMF4) i VD 1 i ®w �W 16/16 1 \48/24 30' -0" M1M10 M501 C .J YMQfr O UfD EXPIRES O5/31/ gPPRO ER ' 30' -0" Nil/ I S 1.22.99 4 .22.99 3 26.91 SUBTITLE TITLE -H MECHANICAL MASTER SCALE: 1 /8 " =1' -0" DUCTWORK BUILDING 2 -88 �Ew=o a GF TUKWIIA NOV 2 1 1999 PERMIT CENTER 8' 16' COL. A —D/1 -4 PLANT 2 LEGEND GENERAL NOTES 1. ALL DUCTWORK SHALL BE PROVIDED WITH SEISMIC RESTRAINTS IN ACCORDANCE WITH SEISMIC HAZARD LEVEL (SHL) "A" OF THE SEISMIC RESTRAINT MANUAL— GUIDLIi4ES FOR MECHANICAL SYSTEMS DATED 1968, HS PUBLISHED BY SMACNA AND LOCAL CODES. REFERENCE DRAWINGS 2 -88 —MO LEGEND AND ABBREVIATIONS 2 -88 —M1 GENERAL NOTES 2- 88 --M2A EQUIPMENT SCHEDULE 2 88 —M2B EQUIPMENT SCHEDULE 2- 88 —M2C EQUIPMENT SCHEDULE 2- 88 —M2D EQUIPMENT SCHEDULE 2- 88 —M310 SEQUENCES OF OPERATION AND THRU M326 AIRFLO1/ /CONTROL DIAGRAMS CONSTRUCTION NOTES D' TOP OF DUCT APPROX EL 28' -10 ", „3„:„. c i I `J ISSUE FOR CONSTRUCTION CURRENT REVISION O'MBOL SHEEP M 1 M 0 JOB NO. 982191—k)0 DWG NO. 2 -88 —M 1 M 10 KEY PLAN scums Harris Group Inc. 98 -1420 DATE COMP NO. SYM REVISION BY APPROVED DATE SYM RENSION BY APPROVED DATE B ®� ®� � F,. �" a a O r 0 y ' yj,� .. F ACCEPTABILITY THIS DESIGN AD /OR SPECIFICATION IS APPROVED DRAWN K. ELLIOTT DATE 11.12.98 SUBTITLE DUCTWORK CURRENT REVISION SYMBOL DATE 1 ISSUED FOR 30% SUBMITTAL J #982191 -00 HGI /GJS 12.02.98 4.20.99 SHEET 2M10 2 ISSUED FOR 60% SUBMITTAL J0982191 00 HGI /GJF 1.29.98 i r %- / � APPROVED BY DEPT. DATE G. SPRAGUE'. 11 1298 TITLE MECHANICAL MASTER D BUILDING L'00 QQ COL. A -D/1 -4 PLANT 2 3 ISSUE FOR PERMIT J 982191 00 HGI /GJS 3.17 99 / Z � T � Ri p CHECKED G. FRANEK 3.18.99 4 ISSUE FOR 95% SUBMITTAL J982191 -00 HGI /GJS 4.5.99 TONAL �t7rr.N� 1L • JOB N0. 982191 - 00 COMP N0. 5 ISSUE FOR CONSTRUCTION 4982191 -00 HGI /GJS 4.23.99 C=1122IEFaAIIIIIIIII r 4.01)1 DWG N0. 2- 88 -2M10 60' -0" SD -02 12/12 450 CFM SD -02 8/8 190 CFM (TYP OF 4) 4/10 SD -02 \\ 8/8 \ 190 CFM (TYP OF 4) Ala �140� / III 1 g0 II wnmuu .. I�wuuuil toil i o OF W MECHANIUC M halill (SEE RFM4 CO (SEE 1.3.5/13.5 II I XH OPNG ; ;� 22/22 00 CFM —/ - T �_ ' � � I UP SD -02 1 VD C l i 8/8 I — 160 CFM " l :' _ -- _ Or HALLWAY JAN. t'��,�_, 1 4 14 I 25B1 I 2381 VI i E> SD -02 8/8 U 125 CFM 0/10- 14/110- SD -02 80 8/8 190 CFM - (TYP - 2 14L10 symmilis 790 AFM4) N ' o/ � _�� I ��I�I1h n /30/22 ® I SD -02 Q 7 72x22 SD -02 RA /EXH 185 8/8 CFM FA 72x18 rilli El ° To- 30/22 . > e8 t o °> 111 1�1 I EG -01 6/6 150 GEM SD -02 8/8 125 CFM EG -01 10 /10 300 CFM (TYP FOR 2) SD -2 10/10 335 CFM STAIRWELL 28/16 OPNG (TYP 2) SD 02 10/10 330 CFM FAN TERMINAL 2M10 M508 SD -02 SD -02 8/8 8/8 190 CFM 190 CFM 8 / 8 140 SD -02 % 140 210 GEM 8/8 CFM 8/802 -�P 1041'' 210 CFM 1 VD C EM MATCHLINE FOR CONTINUATION SEE 2M11 SD -02 12/12 450 CFM (TYP OF 4) E 2 SD -02 8/8 190 GEM B 2M10 M500 55 -0" 16/16 20/20 INTAKE LOUVER LOUVER PARTIAL PLAN SCALE: 1 /8 " =1' -0" C �glNII _(S 7#1 1/l ///5% 60' -0" SD -02 J 10/10 ° 385 CFM (TYP 2) ECEIVEC ::in o�-Tw<wil,A (2 ° ° ' PERMIT CENTER 8 4 0 4 II 16 SCALE: 1/8 " =1' -0" LEGEND 00 GENERAL NOTES E 18/18 TRANSFER AIR DUCT W /1" INTERNAL LINER. r 1 6/16 AUTOMATIC MOTORIZED DAMPER. D> 1/2 "x1/2" GALVANIZED STEEL WIRE MESH. 1" INTERNAL LINER IN DUCT. I " INTERNAL L'NFR III RETURN DUCT. © PRESSURE TRANSMITTER FOR AHU -02 LOCATED IN SUPPLY DUCT. 7. ALL DUCTWORK SHALL BE PROVIDED WITH SEISMIC RESTRAINTS IN ACCORDANCE WITH SEISMIC HAZARD LEVEL (SHL) "A" OF THE SEISMIC RESTRAINT MANUAL - GUIDLINES FOR MECHANICAL SYSTEMS DATED 1998, AS PUBLISHED BY SMACNA AND LOCAL CODES. REFERENCE DRAWINGS 2 -88 -M0 LEGEND AND ABBREVIATIONS 2 -88 -M1 GENERAL NOTES 2- 88 -M2A EQUIPMENT SCHEDULE 2- 88 -M2B EQUIPMENT SCHEDULE 2- 88 -M2C EQUIPMENT SCHEDULE 2- 88 -M2D EQUIPMENT SCHEDULE 2- 88 -M310 SEQUENCES OF OPERATION AND THRU M326 AIRFLOW /CONTROL DIAGRAMS CONSTRUCTION NOTES 2M11 • KEY PLAN SCALE IS NOV 2 9 1999 ISSUE FOR CONSTRUCTION V Harris Group Inc. 98 -1420 SYM 2 3 4 5 ISSUED FOR 30% SUBMITTAL ISSUED FOR 60% SUBMITTAL ISSUE FOR PERMIT ISSUE FOR 95% SUBMITTAL ISSUE FOR CONSTRUCTION REVISION r� , J #982191 -00 J #982191 -00 J #982191 - 00 J #982191 - 00 J #982191 -00 VJ 10 80� el • 0►ti Iowa RA 235 CFM g I!r COM 18 10 � , V 84 ��r 1 4 II 140 E72 SD -02 8/8 190 — CFM (TYP OF 5) 80 VD SD -02 10/10 325 CFM (TYP OF 4) 18/12 0 12/10 DAT ARCHI ES 12/10 - SD -02 8/8 190 CFM (TIP OF 6) SD -02 8/8 190 CFM (TYP OF 3) SD -02, 210 CF 18 w F 84 84 ..- - .. :� V OP i , o. � 88 a IG • 160 CFM L ROOM C 3 3 w . Ai PI SD 02, CO AREA D VD 84 80 CONy,,;��Cr: V21c 4 3 50;,^' CO�VF:'ENC 11 SD -02 18/12 RA SD -02 8/8 210 CFM 10/10 FOT �� UP �O. VD — 840 20/12 RA L 80 — VD 87 D22 S - -� 210 CFM (TYP OF 6) 1540 SD -02 8/8 210 CFM 96x36 16/10 RG -01 (TY°) 20/12 D SD -02 10/10 390 CFM BY HGI /GJS HGI /GJS HGI /GJS HGI /GJS HGI /GJS APPROVED DATE 12.02.98 1.29.99 3.17.99 4.5.99 4.23 99 6 0' 0" SYM REVISION SD -02 12/12_ 450 CFM (TYP OF 2) SD -02 12/12 450 CFM (TYP OF 3) FAN TERMINAL 2M11 M508 (TIP) A 2M11 M503 16/I4 MATCHLINE FOR CONTINUATION SEE 2M10 BY VD 84 10/12 APPROVED RA DATE 55' -0" RA 200 � BIWA 10/12 MATCHLINE FOR CONTINUATION SEE 2012 PARTIAL PLAN SCALE: 1/8 " =1' -0" 160 FROM 1 TO EF- 36/20 OPNG TYR 2) 50% FILTER RA /EXH 96/24 SD -02 10/10 400 CFM (TYP 2) 2M11 m500 el__AtintmErzAw. T FLR 28/16 OPNG (TYP 2) SD -02 8/8 175 CFM (TYP OF 2) RA (SEE RFM4) 41 aa a Ira *- 1/-Cuo CcaNS L/o?<a 7' o / //I APPROVED BY 60' -0" ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DEPT. DATE Li- DRAWN DATE K. ELUOTT 11.17.98 4.20.99 11.17.98 3.16.99 —12/12 SUBTITLE TITLE MECHANICAL MASTER DUCTWORK - w& &9 _ Y9/ 8' 4' 0 4' 8' SCALE: 1/8"=1 '-0" BUILDING 2 -88 RECEIVED �17Y GF TUK4V1 Vi NOV 2 9 1999 PERMIT CENTER 1 18/18 TRANSFER AIR DUCT W /1" INTERNAL LINER. �2 1/2 "x1/2" GALVANIZED STEEL WIRE MESH. 1" INTERNAL LINER IN RETURN DUCT. I 4 > CONTROLS SET —UP FOR 24 HOUR FT OPERATION. 5. ALL DUCTWORK SHALL BE PROVIDED WITH SEISMIC RESTRAINTS IN ACCORDANCE WITH SEISMIC HAZARD LEVEL (SHL) "A" OF THE SEISMIC RESTRAINT MANUAL — GUIDLINES FOR MECHANICAL SYSTEMS DATED 1998, AS PUBLISHED BY SMACNA AND LOCAL CODES. 16' COL. A —D/4 -8 PLANT 2 LEGEND GENERAL NOTES REFERENCE DRAWINGS 2 -88 —MO LEGEND AND ABBREVIATIONS 2 -88 —M1 GENERAL NOTES 2- 88 —M2A EQUIPMENT SCHEDULE 2- 88 —M2B EQUIPMENT SCHEDULE 2- 88 —M2C EQUIPMENT SCHEDULE 2- 88 —M2D EQUIPMENT SCHEDULE 2- 88 —M310 SEQUENCES OF OPERATION AND THRU M326 AIRFLOW /CONTROL DIAGRAMS CONSTRUCTION NOTES LED 1 KEY PLAN PJ EGIE MS ISSUE FOR CONSTRUCTION JOB N SYMBOL SHEEP 2M11 98 -1420 982191 -00 DWG NO. 2 -88 -2011 Harris Group Inc. DATE COMP NO SYM 2 3 4 5 F ISSUED FOR 30% SUBMITTAL ISSUED FOR 60% SUBMITTAL ISSUE FOR PERMIT ISSUE FOR 95% SUBMITTAL ISSUE FOR CONSTRUCTION REVISION VESTI WOME ' 11iggim VIA VD 0 160 FEE AREA C11] Ca Mil 1_ 13 EVEL GER ,11111NIIIIBI1ll1 immune VC SD-02 0/10 400 CFM 16/12 20/10' 160 ail 840; El 80 - 100 — VD 16/10 RG -01 (TYP) SD -02 10/10 390 CFM (TYP OF 4) L '30082191 -00 J #982191 -00 J #982191 -00 J#982191 -00 BY HGI /GJS HGI /GJS HGI /GJS HGI /GJS J#982191 -00 HGI /GJS APPROVED DATE 2.02.98 .29.99 3.17.99 4.5.99 4.23.99 60' -0" 55' -0" SYM REVISION MATCHLINE FOR CONTINUATION SEE 2M11 APPROVED PARTIAL PLAN SCALE: 1 /8 "= 1' - -0" DATE 38 FAN I 1TERMINAL 2M12 M508 (TYP) SD -02 10/10 400 CFM (TYP OF 3) 20/14 DN EXH 20/24 TO EF -01 (SEE RFM4) 14/14 EG -01 10/10 375 CFM (TYP 4) EG -01 6/6 125 CFM SD -02 10 /10 400 CFM 36/20 OPNG (TYP 2) SD -06 36"/6 SLOT 250 CFM (TYP 4) cc QBOE /NG® o' — 38/26 SD -02 8/8 210 CFM (TYP OF 6) SD —O6 36"/6 SLOT 750 CFM (TYP 2) APPROVED BY RA C FROM CEILIN TO 2n 60' -0" SE 1st FLR PLENUM FLR CEILING PLENUM ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED ✓,sue C /l ,./1111 �Ll II ho/I mr-o240 DEPT. DATE SD -02 8/8 210 CFM DRAWN K. ELLIOTT CHECKED S. FRANKLIN ENGINEER G. SPRAGUE CHECKED G. FRANEK APy o ED_._ AP ✓',',.y `� w 12/12 DATE 11.18.98 4.20.99 11.18.98 3.16.99 q,24.99 4.115 TITLE SD -02 10/10 400 C M MECHANICAL MASTER SD -02 10/10 390 CFM (TYP OF 4) q92 —sue INN 4' 0 SCALE: 1/8 " =1' -0" DUCTWORK BUILDING 2 -88 COL. A— D/8 -12 GENERAL NOTES 1--c 18/18 TRANSFER AIR DUCT W /1" INTERNAL LINER. 2� 1/2 "x1/2" GALVANIZED STEEL WIRE MESH. RECEIVED ;ITV OF'IUKWILA NOV 2 9 1999 PERMITCENTER 16' LEGEND ATTACH ADAPTER BOX TO DIFFUSER. PROVIDE W /1" INSULATION AND SIDE DUCT CONNECTION. 1" INTERNAL LINO: 1 "; DUCT. 1" INTERNAL LINER IN RETURN AIR DUCT. MITERED 90° ELBOW W /TURNING VANES. ALL DUCTWORK SHALL BE PROVIDED WITH SEISMIC RESTRAINTS IN ACCORDANCE WITH SEISMIC HAZARD LEVEL (SHL) "A" OF THE SEISMIC RESTRAINT MANUAL- -GUIDLINES FOR MECHANICAL SYSTEMS DATED 1998, AS PUBLISHED BY SMACNA AND LOCAL CODES. REFERENCE DRAWINGS 2 -88 —MO 2 -88 —M1 2- 88 —M2A 2- 88 —M2B 2- 88 —M2C 2- 88 —M2D 2- 88 —M310 THRU M326 CONSTRUCTION NOTES PLANT 2 KEY KEY PLAN /� Rf5 'tJ ISSUE FOR CONSTRUCTION CURRENT REVISION SHEET JOB DWG D. 2- 88 -2M12 LEGEND AND ABBREVIATIONS GENERAL NOTES EQUIPMENT SCHEDULE EQUIPMENT SCHEDULE EQUIPMENT SCHEDULE EQUIPMENT SCHEDULE SEQUENCES OF OPERATION AND AIRFLOW /CONTROL DIAGRAMS SYMBOL 2M12 N0. 982191 -00 Harris Group Inc. 98 -1420 DATE COMP N0, 27' 0" jJ 33' C" 27' -6" T 27' -6" 30' -0" T 30' - y 15' -7 1/2" 15'-7 1/2' 19' -6" 8' -0" 8' -0" 16' -0" 13' -6" 27' -0" 1 , 9 „ 1 , 9 „ STORAGE TEMP. CORRIDOR (NON- RATED) 1 15A0 I i 3B0 4 mowliE i /� JI _ _ ill _ o ._ F 10E01 M60 M520A 1 MEN'S SHOWER . i — STAIRWE 1�i 4 '92.1 10 4B0 MECHANICAL 1 r 11 40 I� ,_ G WOMEN'S i ° ET D =� I i 1 C0 r \ , Ni 'MEN'S TOILET L— ] UH 1 1160 I I r 12A21 1 1410 4215 �� -' _ SEE M CO NIT S SHOWER 4 "MPC 1"LPS T =_ N 1 \ UNIT HTR © CONN ( TYP) L I/ I I I, III IWS- Jr ' 1 d 52 Mat MODEL 3 ( _ r' ' CHECK OUT , FOR CO 1 1M60 M523 , x3/ 'r I 2 IfYP) I 1 1/2x1 c SEE M1 I I ► CO' 01 I N � _L�� � �� r '�� 10 A215 SEE 1 1 I I I I r 7 1' I / ' x160 M521A ® �w 3 CHWS 1 / v> cn , S 12 S C 1 M60 M527 + I_ �� 1 i/2 °HWR 1 1/2 ., S 1M60 M521A 1M60�1,�521.. I- I ON ' � i CONTROL I FO' 1 1C 1 I I M 1 ME • /ZI 1 "HWR H I ! — I AMI■ NMI i � , 0+ • V '1 1 HWS 1 M601 M523 o ..HC - - � i I I 11 � '....- I L j „ N1 � 1'lli, $' P 0 0 I 10DEL FA:RIC,ATION II -I L am. �1 , �_ J � � - ,. i I.. r , "I 111111 41 n •'LIBRAI © HW COIL __ DATA I oN LAB A L iligis S-12 I 1M60 M523 I , - i I I °' I , 1"HWS "HWR AgEk ®1 ®1 <r� �; 1 1 NW ii il NW • I 1 1 I 1 MATCHLINE FOR CONTINUATION SEE 1M61 _ _ t I I w SYM 2 3 4 5 1 ISSUE FOR 30% SUBMITTAL ISSUE FOR 60% SUBMITTAL ISSUE FOR PERMIT ISSUE FOR 95% SUBMITTAL ISSUE FOR CONSTRUCTION RENSION J #982191 -00 J #982191 -00 J #962191 - 00 4982191 -00 J #982191 -00 BY HGI /SDF HGI /SDF HGI /SDF HGI /SDF HGI /SDF APPROVED DATE 12.2.98 1.29.99 3.17.99 4.5.99 4.23.99 REVISION (B APPROVED PARTIAL PLAN SCALE: 1/8"=1'-0 DATE &Amok:7"w C. ACCEPTABILITY This DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN S. FRANKLIN CHECKED P. TSCHERNEGA ENGINEER G. SPRAGUE CHECKED A. CLARK' APDROVED 11.24.98 4.23.99 11.24.98 3.16.99 R 2e .9y 4,t�D4 SUBTITLE TITLE MECHANICAL MASTER 9 RECEIVED CITY OF TUI(W ILA NOV 2 91999 PERMIT CENTER 8' 16' ®_® SCALE: 1 /8 "= 1' -0 " HVAC PIPING BUILDING 2 -88 COL. A -D/1 -4 LEGEND I / 5 -1 1 SUPPORT PER DETAIL 1M60 __ 5 - 12 SUPPORT STEEL PER SECTION 1860 M527 PLANT 2 CURRENT REVISION SHEET DWG NO. = G -1 I GUIDE PER DETAIL 1M60 M525 I / 0 -1 I HANGER PER DETAIL 1M60 M524 GENERAL NOTES LIMITS OF CRANE BRIDGE TRAVEL (SEE 5370 THRU 5372). ALL DROPS AND OBSTRUCTIONS TO BE LOCATED SO AS NOT TO INTERFERE WITH CRANE TRAVEL. REFERENCE DRAWINGS M2A,B,C,D EQUIPMENT SCHEDULES M523 PIPING SECTIONS AND DETAILS M524 PIPE SUPPORT DETAILS M525 PIPE SUPPORT DETAILS M526 PIPE SUPPORT DETAILS M316 CHILLED WATER FLOW DIAGRAM M317 STEAM AND CONDENSATE FLOW DIAGRAM M318 HEATING WATER FLOW DIAGRAM M319 COOLING WATER FLOW DIAGRAM CONSTRUCTION NOTES SYMBOL 1 M60 JOB NO 982191 -00 0 0 © 0 MINA 1M61 KEY PLAN SCAE N. ISSUE FOR CONSTRUCTION Harris Group 'Inc. 98 -1420 2- 88 -1M60 DATE COMP N0. , 60' -0° 55' -0" 60'-0" i I MATCHLINE FOR CONTINUATION SEE 1M60 jI - a I V I L_ a 1 El L UP TO AHU 04 �� 4) DIM °HW� 12 g LK n L I I ---1-11 n 1 ' A_� 3 "HWc 3 � i i T MODEL E EC I El I CATION MUM r I ArHff COIL J -- P u " N N ) M61 y523 , 1 — MODEL FABRICATION ! < ° H W R L 1 �C "HWS -I L c31 S -12 - N 5- 12(1YP) -- 1 1 -; i��� I I F I — 11 II 11. { , I I : 501 1 - II II I 1 ®I I® ! - o o 3/4" SHUTOFF VALVE AT EQUIPMENT - I -- _ 1 / , s JJJ v 1 M61 M527 `- �_ I MI n [� I i I _ 4 ' J v . I Ai , i u � R cN I ilk �{/.. � �� I 1 -ii ,,,,,, S 12 x J x Y Y x I I Y ( ( I I I 1 DATA ® , _ .4_, _ I u' <2 . r 1 _ III�9 11 I I r ;I I I_ I i ou_ cKH I 118 - I f I I I - I I 5 2 I - "HWR i 1 CRIB 4 1 LEADS � "" I 1 .. �. I �I I 1287 I r � �, _ _ N N �\ LUP TO AHU -03 7'9$ CHA , � iL�� - S P I --- Ail -Ell- Z11 11A8 1 _______ MATCHLINE FOR CONTINUATION SEE 1M62 o SYM 2 3 4 ISSUE FOR 60% SUBMITTAL ISSUE FOR PERMIT ISSUE FOR 95% SUBMITTAL ISSUE FOR CONSTRUCTION REVISION J #982191 -00 J #982191 -00 J #982191 -00 J #982191 -00 BY HGI /S HGI /SDF HGI /SDF I IGI /SDF APPROVED DATE .29.99 3.17.99 4.5.99 4.23.99 REVISION APPROVED PARTIAL PLAN SCALE: 1/8"=1' -0 DATE Q�BOE /NG° C� EXPIRES 05/31/ ACCEPTABILITY THIS DESIGN AND/OR IS APPROVED APPROVED BY DEPT. DATE DRAWN S. FRANKLIN 2.4.98 C CKED P. TSCHERNEGA 4.20.99 2.4.98 3, 6,99 c, 2d. %9 4 ` P , PROVA LW SUBTITLE TITLE MECHANICAL MASTER J SCALE: 1/8 " =1' -0" HVAC PIPING BUILDING 2 -88 COL. A -D/4 -8 RECEIVED CITY OF TUK \i�La NOV 2 9 1999 PERMIT CENTER 8' 4' 0 4 8 16' LEGEND / S - I SUPPORT PER DETAIL 1M61 M525 1 = C -1 I GUIDE PER `* DETAIL 1 M61 M525 1 ITT /I PLANT 2 CURRENT REVISION SHEET I M61 JOB NA. 982191 -00 DWG N0. 1 / H -1 1 HANGER PER DETAIL 1M61 M524 )\ A - 1 I ANCHOR PER DETAIL 1M61 M525 0 -12 SUPPORT STEEL -' PER SECTION 1M61 M527 GENERAL NOTES D LIMITS OF CRANE BRIDGE TRAVEL (SEE 5370 THRU S372). ALL DROPS AND OBSTRUCTIONS TO BE LOCATED SO AS NOT TO INTERFERE WITH CRANE TRAVEL. REFERENCE DRAWINGS M2A,B,C,D EQUIPMENT SCHEDULES M523 PIPING SECTIONS AND DETAILS M524 PIPE SUPPORT DETAILS M525 PIPE SUPPORT DETAILS M526 PIPE SUPPORT DETAILS M316 CHILLED WATER FLOW DIAGRAM M317 STEAM AND CONDENSATE FLOW DIAGRAM M318 HEATING WATER FLOW DIAGRAM M319 COOLING WATER FLOW DIAGRAM CONSTRUCTION NOTES FIELD ROUTE 3 /4 "CTWS AND 3 /4 "CTWR TO CHARMILLES. PROVIDE A 3/4" SHUTOFF VALVE AND 1/2" HOSE CONNECTION AT EQUIPMENT. KEY � PLAN 0 ISSUE FOR CONSTRUCTION SYMBOL 0 0 0 0 0 0 %y. 0 1M62 Harris Group Inc. 98 -1420 2- 88 -1M61 DATE COMP NO. SYM 2 3 4 ISSUE FOR PERMIT ISSUE FOR 95% SUBMITTAL ISSUE FOR CONSTRUCTION FCI & U I�W COIL ' 2 � I I M62 M523 IPPING1 OFFICE I MIA MACHINE SHOP AIRLOCK I13C111 CC ' IDOR wpm 10 STAIRS No. FO YER VESTIBULE 1113C10 "HW1 " HWR B/4„ HW eC_l ''HWS 1 1/2"HWR � 3/4" HWS —+ C I 3/4 HWR—Fo 1 ;11 I II® FICE 3/4" HWS C NFERE CE 3/4 "', HWS 3/4 " HWR SHOP OFFICE P17CT0 REVISION A ISSUE FOR 60% SUBMITTAL J #982191 - 4982191 - 00 4982191 -00 4982191 -00 L_ UH HW COIL M523 TYP. ) T WOOD SHOP I L- 30' -0" BY HGI /SDF 951 /SOF HGI /SDF HGI /SDF APPROVED DATE 1.29.99 3.17.99 4.5.99 4.23.99 60' -0" MATCHLINE FOR CONTINUATION SEE 1 M61 °7 SY q REVISION CB 1 "CTWR /R TO EACH DANLY WITH 1" SHUTOFF VALVE AND 3/4" HOSE CONNECTOR — APPROVED PARTIAL PLAN SCALE: 1/8"=1'-0" DATE 55-0" UNIT HTR CONN. MP) 1/2" CTWS /2 CTWR 1M62 WOMEN'S SHOWER 15C10 ELEVATOR EQUIPMENT BELOW STAIR 01___AirawirAw. I I I 60' -0" D a 30' -0" ACCEPTABILITY S. DR FRAWN ANKLIN THIS DESIGN AND /OR CHECKED SPECIFICATION. IS APPROVED P• TSCHERNEGA 'ENGINEER APPROVED BY DEP, DATE G. SPRAGUE CHECKED A. CLARK APPJ2,OVtt7 _ /4P[ROV9,YF'q , 1 ffF 0 ATE 12.4.98 4,20.99 12.4.98 3.16.99 t� 26.PY 59 SUBTITLE TITLE MECHANICAL MASTER RECEIVED CITY DF TUKWILA NOV 2 9 1999 PERMIT CENTER 8' 4' 0 4' 8' 16' SCALE: '1/8 " =1' -0 HVAC PIPING BUILDING 2 -88 COL. A— D/8 -12 LEGEND GENERAL_ NOTES O LIMITS OF CRANE BRIDGE TRAVEL (SEE 5370 THRU S372). ALL DROPS AND OBSTRUCTIONS TO BE LOCATED SO AS NOT TO INTERFERE WITH CRANE TRAVEL. REFERENCE DRAWINGS M2A,B,C,D EQUIPMENT SCHEDULES M523 PIPING SECTIONS AND DETAILS M524 PIPE SUPPORT DETAILS M525 PIPE SUPPORT DETAILS M526 PIPE SUPPORT DETAILS M316 CHILLED WATER FLOW DIAGRAM M317 STEAM AND CONDENSATE FLOW DIAGRAM M318 HEATING WATER FLOW DIAGRAM M319 COOLING WATER FLOW DIAGRAM CONSTRUCTION NOTES FIELD ROUTE 1 "CTWR AND 1 "CTWS TO DANLY #1 AND DANLY #2. PROVIDE 1" SHUTOFF VALVE AND 3/4" HOSE CONNECTION AT EQUIPMENT. PLANT 2 C 1 . 1 199 KEY $LAN scut: xrs Q ISSUE FOR CONSTRUCTION CURRENT REVISION SHEET JOB N0. DWG N0. SYMBOL 1 M62 982191 -00 Harris Group Inc. 98 -1420 2- 88 -1M62 DATE COMP N0. SYM 2 3 ISSUE FOR 95% SUBMITTAL ISSUE FOR CONSTRUCTION REVISION ISSUE FOR PERMIT J #982191 -00 J #982191 -00 J #982191 -00 HGI /GJF HGI /SDF HG; /SDF APPROVED DATE 3.17.99 4.5.99 4.23.99 TEMPORARY CORRIDOR j M4A0 SYM M1AO ELECTRICAL_ 30' -0" DATA DA.'_AO REVISION ELEVATOR EQUIPMENT M3A0 O OR 27' -6" APPROVED I ELEVATOR No. 2 DATE M1B0 27' -6" FUTURE TOILETS 3 /4 "MPC FOR CONT SEE 1M60 1"LPS FOR CONT SEE 3 "CHWR 3 "CHWS 1 1 /2 "HWR 1 1 /2 "HWS FOR COIL CONNECTION SEE DETAIL PARTIAL MEZZANINE PLAN SCALE: 1/8 " =1' -0" EL. 11' -5" c I M1M60 M523 �BOE /NG' ME HAN M1C CAL 30' -0" STAIRWELL M250 FLOOR PENETRATIONS (TYP) — PIPING FROM PIPERACK SE M5218 STEAM TRAP SEE DETAIL M1 M60 M523 FLASH SEPARATOR ri '1q eq— a ACCEPTABILITY S FR ANKLIN DA T E 1299 THIS DESIGN AND /OR CHECKED SPECIFICATION IS APPROVED P. TSCHERNEGA 4.20,99 APPROVED BY DEPT. DATE G. SPRAGUE 2.12.99 CHECKED A. CLARK APBROHED APPROVE 30 -0" 3" 16 "99 26. 4.21.95 MI M60 SUBTITLE TITLE CD) MECHANICAL MASTER 8' 4' 0 HVAC PIPING SCALE: 1/8"=1'-0" BUILDING 2 -88 COL. A —D/1 -2 RECEIVEC CITY pF TUKM::2 NOV 2 9 1999 PERMITCENTER 16' LEGEND GENERAL NOTES REFERENCE DRAWINGS CONSTRUCTION NOTES 5 1 t ti."IA PLANT 2 KEY PLAN SCNE MI5 ISSUE FOR CONSTRUCTION Harris Group Inc. 98 -1420 5 SYM 2 3 4 REVISION ISSUE FOR 30% SUBMITTAL ISSUE FOR 60% SUBMITTAL ISSUE FOR PERMIT ISSUE FOR 95% SUBMITTAL ISSUE FOR CONSTRUCTION A ) J #982191 -00 J #982191 -00 J #982191 -00 J #982191 -00 J #982191 -00 BY HGI /SDF HGI /SDF HGI /SDF HOI /SDF HGI /SDF APPROVED DATE 12.2.98 1.29.99 3,17.99 4.5.99 4.23.99 60' -0" SYM REVISION V_) w FT HW COIL 2M60 M522 HALLWAY - JAN. 25B1 238C 1 APPROVED M523 (1YP.) DATE 55 -0" 3/4 "HWS I - 3/4 "HWS I ^I 3/4 "HWR I_I 3/4 "HWS 3/4 "HWR 3/4 "HWR -' 3/4 "HWS ti 1 1/2x3/4 - d 3/4 "HWR t c 3/4 "HWS OFFICLS -n I-2 r 1 1 1 /2 "HWR' 1 1 /2 "HWS 3 "CHWR 3 "CHWS UP TO AHU -02 PIPE CHASE (SEE RFM4) © � MATCHLINE FOR CONTINUATION SEE 2M61 WOMEN'S TOILET 22B1 PARTIAL PLAN. SCALE: 1/8"---1'-0" D I - 403 I HWS 3/4 "HWR sit__BOE /NG• S- 10(TYP) 2M60j■526 EOWRES 05/31/ - 3/4 "HWS - 3/4 "HWR S - 11 2M60 M526 n S- 11(TYP 60' -0" OPEN OFFICES 21C3 itn1 ACCEPTABILITY THIS DESIGN AND /OR.. SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE PJRO)/ED IPPROV �w .20.98 4.20.99 11.20.98 3.16.99 E/. 24.7 4'til,9g SUBTITLE TITLE O LEGEND I / 5-1 I SUPPORT PER DETAIL 2M60 M525 MECHANICAL MASTER 8' 4' 0 4' RECEIVED CITY OF TUKWILA NOV 2 9 1999 PERMIT CENTER SCALE: 1/8" =1' -0" HVAC PIPING BUILDING 2 -88 COL. A -D/1 -4 PLANT 2 / S - 3 , SUPPORT PER DETAIL 2M60 M525 = G -1 I GUIDE PER "I DETAIL 2M60 M525 6 _G - I GUIDE PER DETAIL 2M601 M525 / H - I HANGER PER DETAIL 2M60 M524 S -10 SUPPORT STEEL Yi PER SECTION 2M60 M526 5 -11 SUPPORT STEEL PER SECTION 2M60 M526 CENERA!_ NOTES REFERENCE DRAWINGS M2A,B,C,D EQUIPMENT SCHEDULES M523 PIPING SECTIONS AND DETAILS M524 PIPE SUPPORT DETAILS M525 PIPE SUPPORT DETAILS M526 PIPE SUPPORT DETAILS M316 CHILLED WATER FLOW DIAGRAM M317 STEAM AND CONDENSATE FLOW DIAGRAM M318 HEATING WATER FLOW DIAGRAM M319 COOLING WATER FLOW DIAGRAM CONSTRUCTION NOTES nVV,LA C11 VED PP Ri:� DEC 1 7 109 16' ISSUE FOR CONSTRUCTION w Harris Group Inc. CURRENT REVISION SHEET 98 -1420 SYMBOL 2M60 05 N0. 982191 -00 0 0 0 0 pe A 2M61 KEY PLAN WALE NR SOB No. 2- 88 -2M60 DATE COMP N0. RENSION ISSUE FOR 60% SUBMITTAL J #982191 -00 2 ISSUE FOR PERMIT J #982191 -00 3 ISSUE FOR 95% SUBMITTAL J #982191 -00 4 ISSUE FOR CONSTRUCTION J #982191 -00 HGI /SDF HGI /SDF HGI /SDF HGI /SDF APPROVED 1.29.99 3.17.99 4.5.99 4.23.99 REVISION APPROVED. EC' D P. TSCHERNEGA 12.4.98 4.20.99 12.4.98 3.16.99 2`,77 MECHANICAL MASTER HVAC PIPING BUILDING2 -88 COL. A -D/4 -8 PLANT 2 CURRENT REVISION JOB NO. SYMBOL 982191 -00 DWG No. 2- 88 -2M61 COMP N0. PARTIAL PLAN SCALE: 1 /8 " =1' -0" Yrl hy-0a�to ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT DATE DRA WN S. FRANKLIN SUBTITLE \ LJ 0 SCALE: 1/8 " =1' -0" 4 ' 8' _S -11 v LEGEND / S -1 SUPPORT PER DETAIL 2M61 M525 /S - 1 SUPPORT PER DETAIL 2M61 M525 - - GUIDE PER (Th DETAIL 2M611 M525 - - 1 GUIDE PER ( 1 DETAIL 2M61JM525 / H - 1 HANGER PER DETAIL 2M61 M524 A - I SUPPORT (Th PER DETAIL 2M61I M525 ( PER DETAIL 2M611 M525 .4 -3 I SUPPORT REFERENCE DRAWINGS M2A,B,C,D EQUIPMENT SCHEDULES M523 PIPING SECTIONS AND DETAILS M524 PIPE SUPPORT DETAILS M525 PIPE SUPPORT DETAILS M526 PIPE SUPPORT DETAILS M316 CHILLED WATER FLOW DIAGRAM M317 STEAM AND CONDENSATE FLOW DIAGRAM M318 HEATING WATER FLOW DIAGRAM M319 COOLING WATER FLOW DIAGRAM 16' SUPPORT SIFEL ( B PER SECTION 2M61 M526 GENERAL NOTES CONSTRUCTION NOTES REYB$TEB KEY PLAN an'.oP7uRwaA � x.s Harris Group Inc. NOV'2 9 1999 ISSUE FOR CONSTRUCTION P ERMI7CEN7ER 98 -1420 60 ' -0 T 55' -0" - 60' -0' I MATCHLINE FOR CONTINUATION SEE 2M60 CCU) CCUl SS S = U U M , li © ® � J 3 t _ 3/4"HWR s -11 ��i 3/4 "HWS AIL �■ c i „HWS — C I 3 I {{I 1 1 1 1 GUSTO ROAM La R s COMM. LAB DATA�1 4E• W K � flip #3 "HWR HW ILIUM 1 2284 I _ .. "---- - 7 ^ • • 3/4 206 ■� •• ` 1:172 I 3/4 HWS M E A° m ' i 3 /4:;HWR 3/4 HWS © FT COIL ' ,� 3/4 "HWR 3/4 "HWS WOR IP48 ©� I 2M61 M523 (NP.) ,, NCO �� I CONFEREN 207 21C4 AIM I ®■ •� n . 3 n n r I I O Illf °HWR Icl ' 1'HWR � - v /4 —a - I v L,; 1'HWS �a- °HWS I 3/4 pa I 1x3/4 1 ' • _ = S- 11(TYP) <' : —E I OPEN OFFICES { M I M t t 2M61 M526 DATA ARCHIVES OPEN c' CONFERENCE: OFFICES I 2684 I © 22C4 1 1 2764 I ® to = Mr7N; _ M v. I U U s 1 -. © o - °- V ■ I 1117 i it - - - -- - 1 PLOTTER 2105 I =_ d , , Ak NY �FT [ � ' 3/4 "HWS I ^ 209 1 t 1 _ I - N- G s -tt H 1(TYP) \ -1( , R J - . I I ^I - 1 „ HWS -.< I I c 1 3/4 „ HWR Y ^I I'I 7 ^ 1 "HWR - ta o I ,A, \ , I 7 1 ^ ?. \ MM DATA 1 2186 I \ I I D. . i 3/4 „ HWS © c c "HWR W r �_ Q W 3/4 0 v ® 2 "HWR 2 "HWS < Mt a 1 , _ - AI AL C H -1 I A ) r o- I)- • ! k> UP -TO AHU a PIPE CHASE f W (SEE RFM4) •'• 3'CHWR 3'CHWS © c - + 3/4 "HWS - c "HWR N,. - r V 3x2(TYP) x MATCHLINE FOR CONTINUATION SEE 2M62 ' w io RENSION ISSUE FOR 60% SUBMITTAL J #982191 -00 2 ISSUE FOR PERMIT J #982191 -00 3 ISSUE FOR 95% SUBMITTAL J #982191 -00 4 ISSUE FOR CONSTRUCTION J #982191 -00 HGI /SDF HGI /SDF HGI /SDF HGI /SDF APPROVED 1.29.99 3.17.99 4.5.99 4.23.99 REVISION APPROVED. EC' D P. TSCHERNEGA 12.4.98 4.20.99 12.4.98 3.16.99 2`,77 MECHANICAL MASTER HVAC PIPING BUILDING2 -88 COL. A -D/4 -8 PLANT 2 CURRENT REVISION JOB NO. SYMBOL 982191 -00 DWG No. 2- 88 -2M61 COMP N0. PARTIAL PLAN SCALE: 1 /8 " =1' -0" Yrl hy-0a�to ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT DATE DRA WN S. FRANKLIN SUBTITLE \ LJ 0 SCALE: 1/8 " =1' -0" 4 ' 8' _S -11 v LEGEND / S -1 SUPPORT PER DETAIL 2M61 M525 /S - 1 SUPPORT PER DETAIL 2M61 M525 - - GUIDE PER (Th DETAIL 2M611 M525 - - 1 GUIDE PER ( 1 DETAIL 2M61JM525 / H - 1 HANGER PER DETAIL 2M61 M524 A - I SUPPORT (Th PER DETAIL 2M61I M525 ( PER DETAIL 2M611 M525 .4 -3 I SUPPORT REFERENCE DRAWINGS M2A,B,C,D EQUIPMENT SCHEDULES M523 PIPING SECTIONS AND DETAILS M524 PIPE SUPPORT DETAILS M525 PIPE SUPPORT DETAILS M526 PIPE SUPPORT DETAILS M316 CHILLED WATER FLOW DIAGRAM M317 STEAM AND CONDENSATE FLOW DIAGRAM M318 HEATING WATER FLOW DIAGRAM M319 COOLING WATER FLOW DIAGRAM 16' SUPPORT SIFEL ( B PER SECTION 2M61 M526 GENERAL NOTES CONSTRUCTION NOTES REYB$TEB KEY PLAN an'.oP7uRwaA � x.s Harris Group Inc. NOV'2 9 1999 ISSUE FOR CONSTRUCTION P ERMI7CEN7ER 98 -1420 2 ISSUE FOR PERMIT REVISION ISSUE FOR 60% SUBMITTAL J #982191 -00 J #982191 -00 ISSUE FOR 95% SUBMITTAL J #9:32191 -00 4 ISSUE FOR CONSTRUCTION J #982191 -00 BY HGI /SDF 501 /SOF HGI /SDF HGI /SDF APPROVED 1.29.99 3.17.99 4.5.99 4.23.99 REVISION APPROVED ,ILBOE /NG' DRAWN S. FRANKLIN 1 98 12.2.98 4.20.99 SUBTITLE 9.1.91 MECHANICAL MASTER HVAC PIPING BUILDING 2 -88 COL. A- D/8 -12 PLANT 2 CURRENT REVISION JOB NO. SYMBOL DWG NO, 2 -88 -2M62 Harris Group Inc. 98 -1420 982191 -00 COMP N0. FOR CONT SEE 1M62 ELEVATOR LOBBY HWR - 2"HWS— DOWN TO FT'S ON FIRST FLOOR , WOMEN S TOILET — —K_) Cn N N JAN. 3/4 "HWS 3/4 "HWR 3/4 "HWR 3 /4"HWS 60' -0" 55' -0" .i__-____ MATCHL!NE FOR CONTINUATION SEE 2M61 PARTIAL PLAN SCALE: 1/8"=1'-0" FT 108 c • 3/4 "HWS c ■ 3/4 "HWR OPEN OFFICES 21C81 FT NW COIL 2M62 M523 0 NIET APPROVED BY 60' -0" 2x1 1 /2(TYP) C-0 3/4 "HWS - HWR-< 3/4 "HWR --( c� 3/4 HWS— ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DEPT. �- 3/4 "HWR 3/4"HWS ID IC 3/4 "HWS 3/4 "HWR 3/4 "HWS 3/4 "HWR COFFEE AREA /4 "HWS /4"HWR CD 0116i--DD,40 M 8' 4 ' 0 4' 8' SCALE: 1/8 " =1' -0" RECF_IVED CITY OF TUKWIIA NOV 2 9 1999 PERMIT CENTER LEGEND GENERAL NOTES REFERENCE DRAWINGS M2A,B,C,D EQUIPMENT SCHEDULES M523 PIPING SECTIONS AND DETAILS M524 PIPE SUPPORT DETAILS M525 PIPE SUPPORT DETAILS M526 PIPE SUPPORT DETAILS M316 CHILLED WATER FLOW DIAGRAM M317 STEAM AND CONDENSATE FLOW DIAGRAM M318 HEATING WATER FLOW DIAGRAM M319 COOLING WATER FLOW DIAGRAM CONSTRUCTION NOTES •1 i' nE 134011/' • .1 OVER DEC 17 0 16' KEY PLAN SCALE N. ISSUE FOR CONSTRUCTION